No preview available
HomeMy WebLinkAboutBID - 7048 MASON BIKE PEDESTRIAN TRAILCity of Fort Collins �PuM1asing ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2"' Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing Description of Bid 7048: Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road OPENING DATE: 3:00 p.m. (Our Clock) July 28, 2009 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGES/CLARIFICATIONS: 1. The Opening Date of the Bid has been changed to July 28, 2009. . 2. This is to clarify that item 607 Fence Wood (Treated) is to be ACQ treated. The top of the post shall be round, not a slope top. This corrects the detail on sheet 14. 3. This is to clarify Project Special Provisions Revision of Section 250 Environmental, Health and safety Management. If hazardous material is encountered, the City, current and/or previous property owner will be the owner of that material, not the Contractor. Contractor will still need to dispose of it and the work will be paid out of the force account. Please contact John D. Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. where renewal is a way of life Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 -3- REVISION OF SECTION 622 REST AREA AND BUILDINGS (Information Center) 2. Trash Receptacle: 1. DuMor, Inc. trash receptacle, Model #17. Powder coat color: Green, (RAL 6004), medium gloss. As manufactured by DuMor, Inc., P.O. Box 142, Mifflintown, PA, 17059. PH: 1-800-598-4018, FAX: (717) 436-9839. 2. Victor Stanley Model S-42 Trash Receptacle. Powder coat color: Green (RAL 6004), medium gloss. As manufactured by Victor Stanley, Inc. P.O. Drawer 330, Dunkirk, Maryland 20754 USA. PH: 1-800-368-2573 (USA & Canada), Fax: (410) 257-7579. 3. Kay Park Recreation Model #IVILRPC. Finish: Powder coat color: Green (RAL 6004), medium gloss. Available from Kay Park 1301 Pine Street, Janesville, IA 50647. PH: (319) 987-2313, FAX: (319) 987-2900. Or equal as approved by the Engineer meeting or exceeding the following: a. 3/8" thick vertical steel bars. b. Fully welded construction. c. 36 gallon capacity high density plastic liner. d. Adjustable leveling feet (keeps frame of receptacle off surface and level on an uneven grade). Receptacle is secured to the ground with one anchor bolt. e. All fabricated steel components are shot -blasted, chemically etched and phosphated, preheated and then electrostatically powder coated. f. Superior powder coated finish (8-10 mils thick). g. Mechanical post -coating joint sealer at every metal to metal connection to prevent rusting. Subsection 622.27 shall include the following: Shelters will be measured by the unit installed. Subsection 622.28 shall include the following: PAY ITEM PAY UNIT Information Center Each Bench Each Trash Receptacle Each FHU Reference No. 05-138 44 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 94 DIST/DIR: 0.88 NW MAP ID: 45 NAME: TEXACO #51-633-00 REV: 04/15/05 ADDRESS: 1015 S SHIELDS ST IDI: 4653 FORT COLLINS CO 80522 ID2: LARIMER STATUS: OPEN CONTACT: PHONE: LUST INFORMATION STATUS: Open LOG DATE: 5/1/1993 ------------- LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 84 DIST/DIR: 0.90 NE MAP ID: 46 NAME: SCHRADER OIL CO BULK PLANT REV: 04/15/05 ADDRESS: 320 N COLLEGE AVE IDI: 2287 FORT COLLINS CO 80524 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 12/26/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 82 DIST/DIR: 0.90 NE MAP ID: 46 NAME: SCHRADER COUNTRY STORE/ SCOUT 66 REV: 04/15/05 ADDRESS: 320 N COLLEGE AVE IDI: 6901 FORT COLLINS CO 80524 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 10/1/1998 Site Details Page - 25 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 87 DIST/DIR: 0.90 NE MAP ID: 46 NAME: SCOUT 66 REV: 04/15/05 ADDRESS: 320 N COLLEGE AVE IDI: 4273 FORT COLLINS CO 80524 ID2: LARIN ER STATUS: OPEN CONTACT: PHONE: LUST INFORMATION STATUS: Open LOG DATE: 12126/1996 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 83 DIST/DIR: 0.90 NE MAP ID: 46 NAME: SCHRADER OIL CO BULK PLANT REV: 04/15/05 ADDRESS: 320 N COLLEGE AVE IDI: 2223 FORT COLLINS CO 80524 ID2: L`RIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 3/2/1995 Site Deiails Page - 26 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 45 DIST/DIR: 0.90 NW MAP ID: 47 NAME: 7-ELEVEN #13171 REV: 01/10/01 ADDRESS: 505 S SHIELDS ST IDl: 7807 FORT COLLINS CO 90521 ID2: 9216 STATUS: CONTACT: PHONE: IS LUST ACTIVE (Y/N)? N TANK INFORMATION TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 10000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Cathodically Protected Steel PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 10000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Cathodically Protected Steel PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 10000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Cathodically Protected Steel PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic Site Details Page - 27 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 93 DIST/DIR: 0.92 NE MAP ID: 48 NAME: TEAM PETROLEUM BULK PLANT REV: 04/15/05 ADDRESS: 103 & 105 E LINCOLN AVE IDI: 2341 FORT COLLINS CO 80522 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 4/24/1991 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 80 DIST/DIR: 1.00 NE MAP ID: 49 NAME: RAPID LUBE REV: 04/15/05 ADDRESS: 410 N COLLEGE AVE IDI: 4620 FORT COLLINS CO 90524 ID2: ` LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 12/6/1993 Site Details Page - 28 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA TSD SITE SEARCH ID: 1 DIST/DIR: 0.02 -W MAP ID: 50 NAME: COLORADO STATE UNIVERSITY (STORAGE) REV: 12/9/02 ADDRESS: LAKE AND MASON ST IDI: COD069712792 FORT COLLINS CO 80523 ID2: STATUS: TSD CONTACT: PHONE: SITE QFORMATION CONTACT INFORMATION: DOMNIC LEFFLER HAZ WASTE COORD COLORADO STATE UNIVERSITY FORT COLLINS CO 805236021 PHONE: 9704914830 CONTACT INFORMATION: JANET JOHNSON HAZ WASTE COORD 141 GENERAL SERVICES, CO STATE FORT COLLINS CO 80523 PHONE: 3034916745 'UNIVERSE NAME: TSDS SUBJECT TO CORRECTIVE ACT ,DF: LAND DISPOSAL FACILITY INCINERATOR ST: STORAGE AND TREATMENT SUBJECT TO CEI SUBJECT TO CORRECTIVE ACTION SIC INFORMATION: 8221 - SERVICES - COLLEGES AND UNIVERSITIES ENFORCEMENT INFORMATION: AGENCY: S - STATE DATE: 18-NOV-91 TYPE: 120 - WRITTEN INFORMAL AGENCY: S - STATE DATE: 22-OCT-98 TYPE: 310 - FINAL 3008(A) COMPLIANCE ORDER AGENCY: E - EPA DATE: 09-RUN-94 TYPE: 120 - WRITTEN INFORMAL AGENCY: S - STATE DATE: 23-JUL-92 TYPE: 120 - WRITTEN INFORMAL AGENCY: S - STATE DATE: 05-MAY-89 TYPE: 120 - WRITTEN INFORMAL - Continued on new page - Site Details Page - 29 Environmental Firsdearch .Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA TSD SITE SEARCH ID: I DIST/DIR: 0.02 -W MAP ID: 50 NAME: COLORADO STATE UNIVERSITY (STORAGE) REV: 12/9/02 ADDRESS: LAKE AND MASON ST IDl: COD069712792 FORT COLLINS CO 80523 ID2: STATUS: TSD CONTACT: PHONE: AGENCY: S - STATE DATE: 24-MAR-97 TYPE: 210 - INITIAL 3008(A) COMPLIANCE ORDER AGENCY: S - STATE DATE: 02-NOV-89 TYPE: 120 - WRITTEN INFORMAL AGENCY: S - STATE DATE: 17-JUL-90 TYPE: 120 - WRITTEN INFORMAL AGENCY: S - STATE DATE: 29-NOV-94 TYPE: 120 - WRITTEN INFORMAL VIOLATION INFORMATION: VIOLATION NUMBER: 0001 RESPONSIBLE: S - STATE DETERMINED- 25-JUN-86 DETERMINED BY: S - STATE CITATION: RESOLVED: 08/01/1990 TYPE: DOT - TSD OTHER REQUIREMENTS (OVERSIGHT LEVEL) VIOLATION NUMBER: 0002 RESPONSIBLE: S - STATE DETERMINED: 24-MAR-89 DETERMINED BY: S - STATE CITATION: RESOLVED: 04/05/1990 TYPE: DOT - TSD OTHER REQUIREMENTS (OVERSIGHT LEVEL) VIOLATION NUMBER: 0003 RESPONSIBLE: S - STATE DETERMINED: 05-APR-90 DETERMINED BY: S - STATE CITATION: RESOLVED: 10/07/1990 TYPE: DOT - TSD OTHER REQUIREMENTS (OVERSIGHT LEVEL) VIOLATION NUMBER: 0004 RESPONSIBLE: S - STATE DETERMINED: 29-SEP-89 DETERMINED BY: S - STATE CITATION: RESOLVED: 12/29/1989 TYPE: DCL - TSD CLOSURE/POST CLOSURE REQUIREMENTS VIOLATION NUMBER: 0005 RESPONSIBLE: S - STATE DETERMINED: 01-OCT-91 DETERMINED BY: S - STATE CITATION: RESOLVED: 01/09/1992 TYPE: GOR - GENERATOR OTHER REQUIREMENTS VIOLATION NUMBER: 0006 RESPONSIBLE: S - STATE DETERMINED: 23-IUL-92 DETERMINED BY: S - STATE CITATION: RESOLVED: 08/07/1992 TYPE: GOR - GENERATOR OTHER REQUIREMENTS VIOLATION NUMBER: 0007 RESPONSIBLE: S - STATE DETERMINED: 15-OCT-94 DETERMINED BY: S - STATE CITATION: 268.5 264.34(c) 262.34 RESOLVED: 12/15/1997 TYPE: GOR - GENERATOR OTHER REQUIREMENTS VIOLATION NUMBER: 0009 RESPONSIBLE: S - STATE - Continued on next page - Site Details Page - 30 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB. 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA TSD SITE SEARCH ID: 1 DIST/DIR: 0.02 -W MAP ID: 50 NAME: COLORADO STATE UNIVERSITY (STORAGE) REV: 12/9/02 ADDRESS: LAKE AND MASON ST IDl: COD069712792 FORT COLLINS CO 90523 ID2: STATUS: TSD CONTACT: PHONE: DETERMINED: 05-MAR-97 DETERMINED BY: S - STATE CITATION: PERMIT REQUIREMENT RESOLVED: TYPE: CAS - TSD CORRECTIVE ACTION COMPLIANCE SCHEDULE VIOLATION NUMBER: 0009 RESPONSIBLE: S - STATE DETERMINED: 05-MAR-97 DETERMINED BY: S - STATE CITATION. PERMIT REQUIREMENT RESOLVED: TYPE: DOR - TSD OTHER REQUIREMENTS VIOLATION NUMBER: 0010 RESPONSIBLE: S - STATE DETERMINED: 14-MAY-95 DETERMINED BY: S - STATE CITATION: I00.10 268.7(a) RESOLVED: TYPE: DLB - TSD LAND BAN REQUIREMENTS VIOLATION NUMBER: coil RESPONSIBLE: S - STATE DETERMINED: 14-MAY-95 DETERMINED BY: S - STATE CITATION: 262.20 RESOLVED: TYPE: DMR - TSD MANIFEST REQUESTS VIOLATION NUMBER: 0012 RESPONSIBLE: S - STATE DETERMINED: 07-OCT-98 DETERMINED BY: S - STATE CITATION: 100.42 C091031801 SECT III.E RESOLVED: TYPE: DOR - TSD OTHER REQUIREMENTS VIOLATION NUMBER: 0013 RESPONSIBLE: S - STATE DETERMINED- 30-JUL-96 DETERMINED BY: S - STATE CITATION: RESOLVED: TYPE: DMC - TSD CONTAINERS REQUIREMENTS VIOLATION NUMBER: 0014 RESPONSIBLE: S - STATE DETERMINED- 30-JUL-96 DETERMINED BY: S - STATE CITATION: 262.34(a)(2)&(3) 265.35 RESOLVED: TYPE: GGR - GENERATOR GENERAL REQUIREMENTS VIOLATION NUMBER: 0015 RESPONSIBLE: S - STATE DETERMINED: 30-JUL-96 DETERMINED BY: S - STATE CITATION: 262.20 RESOLVED: TYPE: GMR - GENERATOR MANIFEST REQUIREMENTS VIOLATION NUMBER: 0016 RESPONSIBLE: S - STATE DETERMINED: 30-JUL-98 DETERMINED BY: S - STATE CITATION: 268.7(a) RESOLVED: TYPE: GRR - GENERATOR RECORD KEEPING REQUIREMENTS VIOLATION NUMBER: 0017 RESPONSIBLE: S - STATE DETERMINED: 24-JUN-97 DETERMINED BY: S - STATE CITATION: C096031001 SECTION I.J.1-2-4-6 RESOLVED: TYPE: CAS - TSD CORRECTIVE ACTION COMPLIANCE SCHEDULE VIOLATION NUMBER: 0018 RESPONSIBLE: S - STATE DETERMINED: 24-RM-97 DETERMINED BY: S - STATE Site Details Page - 31 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA COR SITE SEARCH ID: 107 DIST/DIR: 0.02 -W MAP ID: 50 NAME: COLORADO STATE UNIVERSITY (STORAGE) REV: 6/13105 ADDRESS: LAKE AND MASON ST IDI: COD069712792 FORT COLLINS CO 80523 ID2- STATUS: CA CONTACT: DOMINIC D LEFFLER PHONE: 9704914830 SITE INFORMATION CONTACT INFORMATION: DOMNIC LEFFLER HAZ WASTE COORD COLORADO STATE UNIVERSITY FORT COLLINS CO 805236021 PHONE: 9704914830 CONTACT INFORMATION: JANET JOHNSON HAZ WASTE COORD 141 GENERAL SERVICES, CO STATE FORT COLLINS CO 80523 PHONE: 3034916745 UNIVERSE NAME: TSDS SUBJECT TO CORRECTIVE ACT INCINERATOR SUBJECT TO CORRECTIVE ACTION SUBJECT TO CEI ST: STORAGE AND TREATMENT DF: LAND DISPOSAL FACILITY SIC INFORMATION: 8221 - SERVICES - COLLEGES AND UNIVERSITIES ENFORCEMENT INFORMATIONo AGENCY: S - STATE DATE: 22.00T-98 TYPE: 310 - FINAL 3008(A) COMPLIANCE ORDER AGENCY: S - STATE DATE: 02-NOV-89 TYPE: 120 - WRITTEN INFORMAL AGENCY: S - STATE DATE: 24—MAR-87 TYPE: 210 — INITIAL 3008(A) COMPLIANCE ORDER AGENCY: S - STATE DATE: 05-MAY-89 TYPE: 120 - WRITTEN INFORMAL AGENCY: S - STATE DATE: 17-RM-90 TYPE: 120 - WRITTEN INFORMAL - Continued on next page - Site Details Page - 32 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA COR SITE SEARCH ID: 107 DIST/DIR: 0.02 -W MAP ID: 50 NAME: COLORADO STATE UNIVERSITY (STORAGE) REV: 6/13/05 ADDRESS: LAKE AND MASON ST IDI: COD069712792 FORT COLLINS CO 80523 ID2: STATUS: CA CONTACT: DOMINIC D LEFFLER PHONE: 9704914830 AGENCY: S - STATE DATE: 29-NOV-94 TYPE: 120 - WRITTEN INFORMAL AGENCY: E - EPA DATE: 09-JUN-94 TYPE: 120 - WRITTEN INFORMAL AGENCY: S - STATE DATE: 23-JUL-92 TYPE: 120 - WRITTEN INFORMAL AGENCY: S - STATE DATE: 18-NOV-91 TYPE: 120 - WRITTEN INFORMAL VIOLATION INFORMATION: VIOLATION NUMBER: 0001 RESPONSIBLE: S - STATE DETERMINED: 25-JUN-86 DETERMINED BY: S - STATE CITATION: RESOLVED: 01-AUG-90 TYPE: DOT - TSD OTHER REQUIREMENTS (OVERSIGHT LEVEL) VIOLATION NUMBER: 0002 RESPONSIBLE: S - STATE DETERMINED: 24-MAR-89 DETERMINED BY: S - STATE CITATION: RESOLVED: 05-APR-90 TYPE: DOT - TSD OTHER REQUIREMENTS (OVERSIGHT LEVEL) VIOLATION NUMBER: 0003 RESPONSIBLE: S - STATE DETERMINED: 05-APR-90 DETERMINED BY: S - STATE CITATION: RESOLVED: 07-OCT-90 TYPE: DOT - TSD OTHER REQUIREMENTS (OVERSIGHT LEVEL) VIOLATION NUMBER: 0004 RESPONSIBLE: S - STATE DETERMINED: 29-SEP-89 DETERMINED BY: S - STATE CITATION: RESOLVED: 29-DEC-89 TYPE: DCL - TSD CLOSURE/POST CLOSURE REQUIREMENTS VIOLATION NUMBER 0005 RESPONSIBLE: S - STATE DETERMINED: 01-OCT-91 DETERMINED BY: S - STATE CITATION: RESOLVED: 09-JAN-92 TYPE: GOR - GENERATOR OTHER REQUIREMENTS VIOLATION NUMBER: 0006 RESPONSIBLE: S - STATE DETERMINED: 23-JUL-92 DETERMINED BY: S - STATE CITATION: RESOLVED: 07-AUG-92 TYPE: GOR - GENERATOR OTHER REQUIREMENTS VIOLATION NUMBER: 0007 RESPONSIBLE: S - STATE !I DETERMINED: I5-OCT-94 DETERMINED BY: S - STATE CITATION: 268.5 264.34(c) 262.34 RESOLVED: 15-DEC-97 !I TYPE: GOR - GENERATOR OTHER REQUIREMENTS VIOLATION NUMBER: 0008 RESPONSIBLE: S - STATE - Continued on new page - Site Details Page - 33 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA COR SITE SEARCH ID: 107 DIST/DIR: 0.02 -W MAP ID: 50 NAME: COLORADO STATE UNIVERSITY (STORAGE) REV: 6/13/05 ADDRESS: LAKE AND MASON ST MI: COD069712792 FORT COLLINS CO 80523 ED2: STATUS: CA CONTACT: DOMINIC D LEFFLER PHONE: 9704914830 DETERMINED: 05-MAR-97 DETERMINED BY: S - STATE CITATION: PERMIT REQUIREMENT RESOLVED: TYPE: CAS - TSD CORRECTIVE ACTION COMPLIANCE SCHEDULE VIOLATION NUMBER: 0009 RESPONSIBLE: S - STATE DETERMINED: 05-MAR-97 DETERMINED BY: S - STATE CITATION: PERMIT REQUIREMENT RESOLVED: TYPE: DOR - TSD OTHER REQUIREMENTS VIOLATION NUMBER: 0010 RESPONSIBLE: S - STATE DETERMINED: 14-MAY-95 DETERMINED BY: S - STATE CITATION: 100.10 268.7(a) RESOLVED: 22-OCT-98 TYPE: DLB - TSD LAND BAN REQUIREMENTS VIOLATION NUMBER: 0011 RESPONSIBLE: S - STATE + DETERMINED: 14-MAY-95 DETERMINED BY: S - STATE CITATION: 262.20 RESOLVED: 22-OCT-98 TYPE: DMR - TSD MANIFEST REQUESTS VIOLATION NUMBER: 0012 RESPONSIBLE: S - STATE DETERMINED: 07-OCT-98 DETERMINED BY: S - STATE CITATION: 100.42 C091031901 SECT III.E RESOLVED: 22-OCT-98 TYPE: DOR - TSD OTHER REQUIREMENTS VIOLATION NUMBER: 0013 RESPONSIBLE: S - STATE DETERMINED: 30-JUL-96 DETERMINED BY: S - STATE CITATION: RESOLVED: 22-OCT-98 TYPE: DMC - TSD CONTAINERS REQUIREMENTS VIOLATION NUMBER: 0014 RESPONSIBLE: S - STATE DETERMINED: 30-JUL-96 DETERMINED BY: S - STATE CITATION: 262.34(a)(2)&(3) 265.35 RESOLVED: 22-OCT-98 TYPE: GGR - GENERATOR GENERAL REQUIREMENTS VIOLATION NUMBER: 0015 RESPONSIBLE: S - STATE DETERMINED: 30-PJL-96 DETERMINED BY: S - STATE CITATION: 262.20 RESOLVED: 22-OCT-98 TYPE: GMR - GENERATOR MANIFEST REQUIREMENTS VIOLATION NUMBER: 0016 RESPONSIBLE: S - STATE DETERMINED: 30-JUL-98 DETERMINED BY: S - STATE CITATION: 268.7(a) RESOLVED: 22-OCT-98 TYPE: GRR - GENERATOR RECORD KEEPING REQUIREMENTS VIOLATION NUMBER: 0017 RESPONSIBLE: S - STATE DETERMINED: 24-JUN-97 DETERMINED BY: S - STATE CITATION: C096031001 SECTION I.J.I-2-4-6 RESOLVED: 22-OCT-98 TYPE: CAS - TSD CORRECTIVE ACTION COMPLIANCE SCHEDULE VIOLATION NUMBER: 0018 RESPONSIBLE: S - STATE DETERMINED: 24-JUN-97 DETERMINED BY: S - STATE Site Details Page - 34 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT Section 628 is hereby added to the Standard Specifications for this project as follows: DESCRIPTION 628.01 This work consists of the design, fabrication, delivery to the project site, and erection of a simple -span, welded self -weathering steel, truss pedestrian bridge with a concrete deck in accordance with the specifications and plan details. Potential bridge suppliers are: Continental Bridge. 8301 State Highway 29 N Alexandria, Minnesota 56308 1-800-328-2047, FAX 320-852-7067 2. Steadfast Bridges 4021 Gault Ave. South Fort Payne, Alabama 35967 1-800-749-7515, FAX 256-845-9750 3. Excel Bridge Manufacturing Company 12001 Shoemaker Avenue Santa Fe Springs, California 90670 1-800-548-0054, FAX 213-944-4025 4. Big R Manufacturing and Distributing, Inc. P.O. Box 1290 Greeley, Colorado 80632-1290 1-800-234-0734, FAX 970-356-9621 5. Wheeler Lumber, LLC 9330 James Avenue South Bloomington, Minnesota 55431-2317 1-800-328-3986, FAX 952-929-2909 6. Roscoe Bridge 5405 Momont Road Missoula, Montana 59808 1-406-532-7126, FAX 406-542-1941 FHU Reference No. 05-138 45 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA GENERATOR SITE SEARCH ID: 15 DISTAHR: 0.00 -- MAP ID: 51 NAME: USDA-ARS-NPA NAIL SEED STORAGE LAB REY: 6/13/05 ADDRESS: l i 1 l S MASON ST IDI: C08120090131 FORT COLLINS CO 80523 ID2: . STATUS: VGN CONTACT: STEVE EBERHART PHONE: 9704953200 S17FINFORMATION UNIVERSE TYPE: CEG - CONDITIONALLY EXEMPT SMALL QUANTITY GENERATORS: GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE SIC INFORMATION: ENFORCEMENT INFORMATION: VIOLATION INFORMATION: A Site Details Page - 35 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA GENERATOR SITE SEARCH ID: 4 DIST/DIR: 0.02 -W MAP ID: 50 NAME: COLORADO STATE UNIVERSITY (STORAGE) REV: ADDRESS: LAKE AND MASON STREET IDI: COD069712792 FORT COLLINS CO 80523 ID2: STATUS: LGN CONTACT: STATE 130ARD OF AGRICULTURE FOR COLORADO PHONE: 3038392738 DETAILS NOT AVAILABLE RCRA GENERATOR SITE SEARCH ID: 10 DIST/DIR: 0.03 NW MAP ID: 52 NAME: ROCKY MOUNTAIN STATION REV: 6/13/05 ADDRESS: 240 W PROSPECT RD IDl: C06122307527 FORT COLLINS CO 90526 ID2: LARIMER STATUS: VGN CONTACT: CHARLES LAWRENCE PHONE: 9704981287 SITE INFORMATION UNIVERSE TYPE: CEG - CONDITIONALLY EXEMPT SMALL QUANTITY GENERATORS: GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE SIC INFORMATION: ENFORCEMENT INFORMATION: VIOLATION INFORMATION: Site Details Page - 36 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 37 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 38 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA GENERATOR SITE SEARCH ID: 3 DIST/DIR: 0.06 NE MAP ID: 55 NAME: ARAP ROOS NAT FOR/PAWNEE NAT GRASSLAND REV: 6/13/05 ADDRESS: 1311 S COLLEGE, 2ND FLOOR IDI: C00000910786 FORT COLLINS CO 80526 ID2: STATUS: VGN CONTACT: WILLIAM P LISOWSKY PHONE: 3034981195 SITE QFORMATION UNIVERSE TYPE: CEG - CONDITIONALLY EXEMPT SMALL QUANTITY GENERATORS: GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE SIC INFORMATION: ENFORCEMENT INFORMATION: VIOLATION INFORMATION: Site Details Page - 39 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 40 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB• 05-I-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 41 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 42 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 43 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA GENERATOR SITE SEARCH ID: ' 7 DIST/DIR: 0.27 SE MAP ID: 14 NAME: MONTGOMERY WARDS AUTO CENTER REV: 6113/05 ADDRESS: 2201 SOUTH COLLEDGE AVE IDI: COD983790783 FORT COLLINS CO 90525 ID2: STATUS: VGN CONTACT: JEFFREY DOTY PHONE: 3032218400 RTE LMFOBMATlON UNIVERSE TYPE: CEG - CONDITIONALLY EXEMPT SMALL QUANTITY GENERATORS: GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE Site Details Page - 44 Mason Trail — Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 -2- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT MATERIALS 628.02 Structural Steel. All structural steel shall be new (unused) material. The Contractor shall provide the Engineer and the Staff Bridge Branch Fabrication Inspection Unit with copies of all certified mill test reports for all structural steel and bolts. Floor beams, stringers, and members of each Half -through truss (upper and lower chords, diagonals, end posts and vertical posts) utilized in the bridges shall meet a longitudinal Charpy V-notch (CVN) value of 25 ft. lbs. at 40 degrees Fahrenheit. Testing shall be in accordance with AASHTO T 243 (ASTM A 673). The H frequency of heat testing shall be used. The Contractor shall provide the Engineer with certified copies of all CVN test reports. All square and rectangular structural steel tubing shall conform to the requirements of ASTM A 847, Cold -Formed Welded and Seamless High Strength, Low Alloy Structural Tubing With Improved Atmospheric Corrosion Resistance. All structural steel shapes and plates shall conform to the requirements of ASTM A 588, High - Strength Low -Alloy Structural Steel. All anchor bolts and nuts shall conform to the requirements of ASTM A 307, Grade A, Carbon Steel Bolts and Studs, and shall be galvanized in accordance with the requirements of ASTM A 153. Each anchor bolt shall be provided with two nuts for jamming. All structural steel field connections shall be bolted with high strength bolts. High strength bolts, including suitable nuts and plain hardened washers, shall conform to the requirements of ASTM A 325. Bolts shall be Type 3. CONSTRUCTION REQUIREMENTS 628.03 Design. The AASHTO Guide Specifications for Design of Pedestrian Bridges and Division I (design) of the AASHTO Standard Specifications for Bridges shall govern the design. The superstructure of the pedestrian bridge shall consist of two parallel Half -through trusses, with at least one diagonal per panel. The trusses shall be the main load -carrying members of the bridge. The members of each Half -through truss (upper and lower chords, diagonals, end posts, and vertical posts) shall be fabricated from square and rectangular structural steel tubing. Floor beams and stringers shall be fabricated from structural steel shapes or square and rectangular structural steel tubing. The structure shall conform to the clear span, clear width, and railing requirements shown on the plans. FHU Reference No. 05-138 46 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT RCRA GENERATOR SITE SEARCH ID: 13 DIST/DIR: 0.40 NW MAP ID: 59 NAME: USDA AGRIC RESEARCH SERVICE REV: 6/13/05 ADDRESS: 301 SOUTH HOWES ST IDl: C04120090119 FORT COLLINS CO 80521 ID2: STATUS: VGN CONTACT: SUSAN CROOKALL PHONE: 3034825733 SITE INFORMATION UNIVERSE TYPE: CEG - CONDITIONALLY EXEMPT SMALL QUANTITY GENERATORS: GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE SIC INFORMATION, ENFORCEMENT INFORMATION: VIOLATION INFORMATION: Site Details Page - 45 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 46 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB• 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 47 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT SEARCH ID: 19 STATE SITE DIST/DIR: 0.23 NW MAP ID: 58 NAME: USDA CROP RESEARCH LAB REV: 01/15/05 ADDRESS: 1701 CENTRE IDl: 011105-1 FORT COLLINS CO ID2: 011105-1 STATUS: VOL. CLEANUP APPLICATION CONTACT: PHONE: VOLUNTARY CLEANUP & REDEVELOPMENT APPLICATION RECEIVED: ATION , ACT APPLICATION 01-I1-05 (YEAR -MONTH -DAY) REVIEWER: Apostolopoulos APPLICATION TYPE: NO ACTION DETERMINATION REQUESTED APPROVAL: APPROVAL STATE SITE SEARCH ID: 17 DIST/DIR: 0.99 NE MAP ID: 62 NAME: FT COLLINS RR REALIGN I REV: 01/15/05 ADDRESS: COLLEGE & WILLOW IDl: 1000.207 FT COLLIINS CO ID2: 960410-1 LARIMER STATUS: VOL. CLEANUP APPLICATION CONTACT: PHONE: VOLUNTARY CLEANUP & REDEVELOPMENT APPLICATION RECEIVED- ACT APPLICATION 96-04-10 (YEAR -MONTH -DAY) REVIEWER: Walker APPLICATION TYPE: VOLUNTARY CLEANUP ACTION PROPOSED APPROVAL: DENIAL Site Details Page - 48 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT STATE SITE SEARCH ID: 18 DLST/DIR: 0.99 NE MAP ID: 62 NAME: FT COLLINS RR REALIGN II REV: 01/15/05 ADDRESS: COLLEGE & WILLOW IDI: 1000-208 FT COLLINS CO ID2: 961125-1 LARIMER STATUS: VOL. CLEANUP APPLICATION CONTACT: PHONE: VOLUNTARY CLEANUP & REDEVELOPMENT ACT APPLICATION APPLICATION RECEIVED: 96-11-25 (YEAR -MONTH -DAY) REVIEWER: Walker APPLICATION TYPE: NO ACTION DETERMINATION REQUESTED APPROVAL: DENIAL Site Details Page - 49 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 28 DIST/DIR: 0.00 -- MAP ID: 3 NAME: DIAMOND SHAMROCK 4107 ADDRESS: 221 W PROSPECT RD FORT COLLINS CO 80526 CONTACT: OWNER INFORMATION OWNER ID NUMBER: 19028 OWNER NAME: OWNER ADDRESS: 6000 NW LOOP 1604 TANK INFORMATION SAN ANTONIO TX 78269 TANK TYPE: LPG TANK CONTENTS: LPG TANK CAPACITY: 0 TANK ID: 38173 TANK TAG: 2903-9 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 15000 TANK ID: 7978 TANK TAG: 2903-1 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 12000 TANK ID: 7979 TANK TAG: 2903-2 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 12000 TANK ID: 7990 TANK TAG: 2903-3 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 4000 TANK ID: 7991 TANK TAG: 2903-4 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 12000 TANK ID: 7982 TANK TAG: 2903-5 REV: IDI: ID2: STATUS: PHONE. 04/15/05 2903 - Continued on new page - Site Details Page - 50 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS I SEARCH ID: 28 DIST/DIR: 0.00 -- MAP ID: 3 NAME: DIAMOND SHAMROCK 4107 REV: 04/15/05 ADDRESS: 221 W PROSPECT RD iDL 2903 FORT COLLINS CO 80526 ID2- STATUS: CONTACT: PHONE: TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 6000 TANK ID: 7983 TANK TAG: 2903.6 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 6000 TANK ID: 7984 TANK TAG: 2903-7 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 6000 TANK ID: 7985 TANK TAG: 2903-8 Site Details Page - 51 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 119 DIST/DIR: 0.00 -- MAP ID: 4 NAME: TRANSPORTATION SERVICES REV: 04/15/05 ADDRESS: 201 W PITKIN ST IDI: 11278 FORT COLLINS CO 80523 M2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 6024 OWNER NAME: COLORADO STATE UNIVERSITY. OWNER ADDRESS: FACILITIES MANAGEMENT ATTN STEVEN HULTIN TANK INFORMATION FORT COLLINS CO 80523 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 10000 TANK ID: 30966 TANK TAG: 11278-1 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 10000 TANK ID: .30967 TANK TAG: 11278-2 TANK TYPE: UST TANK CONTENTS: 6 - Used Oil (Waste Oil) TANK CAPACITY: 560 TANK ID: 30968 TANK TAG: 11279-3 TANK TYPE: UST TANK CONTENTS: 1 - Unleaded Regular (RUL) TANK CAPACITY: 12000 TANK ID. 30969 TANK TAG: 11279-4 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 6000 TANK ID: 30970 TANK TAG: 11278-5 TANK TYPE: UST TANK CONTENTS: 6 - Used Oil (Waste Oil) TANK CAPACITY: 560 TANK ID: 30971 TANK TAG: 11278-6 Site Details Page - 52 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 30 DIST/DIR: 0.02 -W MAP ID: 50 NAME: DURWARD HALL - MAIN CAMPUS REV: 04/15/05 ADDRESS: COLORADO STATE UNIVERSITY IDI: 11558 FORT COLLINS CO 80523 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 6024 OWNER NAME: COLORADO STATE UNIVERSITY, OWNER ADDRESS: FACILITIES MANAGEMENT ATTN STEVEN HULTIN TANK INFORMATION FORT COLLINS CO 80523 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 31 DIST/DIR: 0.04 NE MAP ID: 63 NAME: FORT COLLINS #306 REV: 04/15/05 ADDRESS: 105 PITKIN ST IDI: 8512 FORT COLLINS CO 90521 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 311 OWNER NAME: DIVISION OF TELECOMMUNICATION, OWNER ADDRESS: 2452 W 2ND AVE STE 19 TANK INFORMATION DENVER CO 80223 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 2000 TANK ID: 22229 TANK TAG: 8512-1 Site Details Page - 53 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-I-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 39 DIST/DIR: 0.05 NE MAP ID: 5 NAME: SONDRUP INVESTMENTS REV: 04/15/05 ADDRESS: 115 W LAUREL IDl: 11728 FORT COLLINS CO 80524 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER 17212 OWNER NAME: SONDRUP INVESTMENTS, OWNER ADDRESS: 1625 BRENT FOND LN TANK INFORMATION FORT COLLINS CO 80525 Site Details Page - 54 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 -3- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT The trusses shall be cambered such that the walkway surface conforms to the vertical profile as shown on the plans, plus any additional camber required to account for the dead load deflection of the pedestrian bridge. Pedestrian bridges shall be designed for the following loads and loading conditions: Dead load shall be as defined in Section 3.3 of the AASHTO Standard Specifications. 2. Live load shall be as defined in the AASHTO Guide Specifications. Distribution to the stringer and floor beams shall be in accordance with Section 3 of the AASHTO Standard Specifications. Deflection and vibration limits as per the AASHTO Guide Specifications shall apply. Pedestrian live load shall be 85 pounds per square foot, reducible as defined by the AASHTO Guide Specifications, and used in load group I of the AASHTO Standard Specifications, Section 3. Vehicle live load shall be for a 20,000 pound light vehicle loading (H-10 truck), as defined by the AASHTO Guide Specifications, and used in load group IB of the. AASHTO Standard Specifications, Section 3. Distribution to the stringer and floor beams shall be in accordance with Section 3 of the AASHTO Standard Specifications. Deflection and vibration limits as per the AASHTO Guide Specifications shall apply. 3. Wind load shall be as defined by the AASHTO Guide Specifications, and used in load group V of the Standard Specifications, Section 3. Allowable loads in the structural steel members and weld metal shall be in accordance with Section 10 of the AASHTO Standard Specifications. Minimum thickness of structural steel shall be 3/16 of an inch. 1/2inch diameter weep holes shall be drilled (flame cut holes will not be allowed) at all low points of all steel tubing members as oriented in the in -place, completed structure. In members that are level, or flat, a total of two weep holes shall be drilled, one at each end. Weep holes and their locations shall be shown on the Shop Drawings. All welded tubular connections shall be designed in accordance with Section 2, Parts A and D (Delete Subsection 2.36.6), of the Structural Welding Code -Steel ANSI/AWS/D1.1 (Latest Edition). Continuous wooden bicycle rub rails shall be provided by the bridge manufacturer, placed a minimum of 42" above the bridge deck. Rail shall be weather -treated for durability. FHU Reference No. 05-138 47 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 37 DISTAHR: 0.06 NE MAP ID: 6 NAME: SCHRADERS COUNTRY STORE #410 REV: 04/15/05 ADDRESS: 930 S COLLEGE AVE IDI: 4623 FORT COLLINS CO 80524 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 4743 OWNER NAME: SCHRADER OIL CO, OWNER ADDRESS: 320 N COLLEGE AVE TANK INFORMATION FORT COLLINS CO 80524 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 6000 TANK ID: 12958 TANK TAG: 4623-1 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 6000 TANK ID: 12959 TANK TAG: 4623-2 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 4000 TANK ID: 12960 TANK TAG: 4623-3 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 4000 TANK ID: 12961 TANK TAG: 46234 Site Details Page - 55 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 36 DISTIDIR: 0.06 NE MAP ID: 7 NAME: SCHRADERS COUNTRY STORE #160 REV: 04/15/05 ADDRESS: 1601 S COLLEGE AVE IDI: 2466 FORT COLLINS CO 80525 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 4743 OWNER NAME: SCHRADER OIL CO, OWNER ADDRESS: 320 N COLLEGE AVE TANK INFORMATION FORT COLLINS CO 80524 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 8000 TANK ID: 6887 TANK TAG: 2466-I TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 8000 TANK ID: 6888 TANK TAG: 2466-2 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 8000 TANK ID: 6889 TANK TAG: 2466-3 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 6000 TANK ID: 6890 TANK TAG: 2466.4 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 6000 TANK ID: 6991 TANK TAG: 2466-5 Site Details Page - 56 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 20 D1ST/DIR: 0.08 NE MAP ID: 8 NAME: AMOCO#5390 REV: 04/15/05 ADDRESS: 1800 S COLLEGE AVE IDl: 6537 FORT COLLINS CO 80525 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER 250 OWNER NAME: OWNER ADDRESS: PO BOX 6038 TANK INFORMATION ARTESIA CA 90702 TANK TYPE: UST TANK CONTENTS: 6 - Used Oil (Waste Oil) TANK CAPACITY: 560 TANK ID: 17402 TANK TAG: 6537-1 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 3000 TANK ID: 17403 TANK TAG: 6537-2 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 4000 TANK ID: 17404 TANK TAG: 6537-3 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 6000 TANK ID: 17405 TANK TAG: 6537-4 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 6000 TANK ID: 17406 TANK TAG: 6537-5 Site Details Page - 57 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 26 DIST/DIR: 0.09 NE MAP ID: 9 NAME: CHEVRON #70243 REV: 04/15/05 ADDRESS: 1600 S COLLEGE AVE IDl: 12916 FORT COLLINS CO 80525 M. STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 950 OWNER NAME: CHEVRON USA INC. OWNER ADDRESS: PO BOX 220 TANK INFORMATION SEATTLE WA 98111 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 25 DIST/DIR: 0.12 NW MAP ID: 10 NAME: CDOW NE - FORT COLLINS REV: 04/15/05 ADDRESS: 317 W PROSPECT ST IDl: 9304 FORT COLLINS CO 80526 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 1370 OWNER NAME: COLORADO DIVISION OF WILDLIFE, OWNER ADDRESS: 6060 BROADWAY TANK INFORMATION DENVER CO 80216 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 2005 TANK ID: 24607 TANK TAG: 9304-I TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 10152 TANK ID: 24609 TANK TAG: 9304-2 Site Details Page - 58 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 24 DIST/DIR: 0.12 NW MAP ID: 10 NAME: CDOW LOWER CHEROKEE PARK REV: 04/15/05 ADDRESS: 317 W PROSPECT IDI: 11740 FORT COLLINS CO 80526 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 16472 OWNER NAME: COLO DIV - WILDLIFE, OWNER ADDRESS: 6060 N BROADWAY TANK INFORMATION DENVER CO 80216 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 23 DIST/DIR: 0.12 NW MAP ID: 10 NAME: CDOW LOWER CHEROKEE PARK REV: 04/15/05 ADDRESS: 317 W PROSPECT IDI: 11786 FORT COLLINS CO 80526 11D2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 16472 OWNER NAME: COLO DIV - WILDLIFE, OWNER ADDRESS: 6060 N BROADWAY TANK QFORMATION DENVER CO 80216 Site Details Page - 59 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 27 DIST/DIR: 0.12 SE MAP ID: 11 NAME: DIAMOND SHAMROCK 4106 REV: 04/15/05 ADDRESS: 2025 S COLLEGE AVE IDI: 11175 FORT COLLINS CO 80525 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 19028 OWNER NAME: OWNER ADDRESS: 6000 NW LOOP 1604 TANK INFORMATION SAN ANTONIO TX 78269 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 12000 TANK ID- 30616 TANK TAG: 11175-1 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 10000 TANK ID: 30617 TANK TAG: 11175-2 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 10000 TANK ID: 30618 TANK TAG: 11175-3 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 8000 TANK ID: 30619 TANK TAG: 111754 Site Details Page - 60 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT SEARCH ID: 40 REGISTERED UNDERGROUND STORAGE TANKS DISTAHR: 0.14 NE MAP ID: 12 NAME: UGLY DUCKLING CAR RENTAL REV: 04/15/05 ADDRESS: 602 S COLLEGE AVE IDI: 7580 FORT COLLINS CO 80522 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 2856 OWNER NAME: NORTHLAND SERVICES CO, OWNER ADDRESS: PO BOX 1094 TANK INFORMATION FORT COLLINS CO 90522 TANK TYPE: UST TANK CONTENTS: 6 - Used Oil (Waste Oil) TANK CAPACITY: 999999999 TANK ID: 19947 TANK TAG: 7580-1 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 21 DIST/DIR: 0.14 NE MAP ID: 12 NAME: AMOCO#9531 REV: 04/15/05 ADDRESS: 602 S COLLEGE AVE IDI: 12016 FORT COLLINS CO 80524 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER 250 OWNER NAME: OWNER ADDRESS: PO BOX 6038 TANK INFORMATION ARTESIA CA 90702 Site Details Page - 61 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 118 DISUDIR: 0.16 SE MAP ID: 64 NAME: RENTAL CENTER ADDRESS: 2103 S COLLEGE FORT COLLINS CO 90523 LARIMER CONTACT: OWNER INFORMATION OWNER ID NUMBER: OWNER NAME: OWNER ADDRESS: TANK INFORMATION TANK TYPE: TANK CONTENTS: TANK CAPACITY: TANK ID: TANK TAG: REV: 04115M IDI: 16799 ID2: STATUS: PHONE: 19523 DIVISION OF OIL & PUBLIC SAFETY DENVER CO 80202 LPG LPG 0 36756 16789-1 Site Details Page - 62 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 63 Environmental FirstSearch Site Detail Report TARGET SITE: , MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 38 DIST/DIR: 0.27 NE MAP ID: 13 NAME: SCHRADERS COUNTY STORE NW REV: 04/15/05 ADDRESS: 429 S MASON ST IDI: 4543 FORT COLLINS CO 80524 ID2: CONTACT: STATUS: PHONE: OWNER INFORMATION OWNER ID NUMBER: 4743 OWNER NAME: SCHRADER OIL CO, OWNER ADDRESS: 320 N COLLEGE AVE TANK INFORMATION FORT COLLINS CO 90524 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 6000 ` TANK ID: 12770 TANK TAG: 4543-1 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 6000 TANK ID: 12771 TANK TAG: 4543-2 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 4000 TANK ID: 12772 TANK TAG: 4543-3 TANK TYPE: UST TANK CONTENTS: 6 - Used Oil (Waste Oil) TANK CAPACITY: 560 TANK ID: 12773 TANK TAG: 4543-4 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 10000 TANK ID: 12774 TANK TAG: 4543-5 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 8000 TANK ID: 12775 TANK TAG: 4543-6 Site Details Page - 64 Mason Trail - Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 -4- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT Vertical picket rails shall be provided along the full length of each side of the bridge by the manufacturer to a minimum height of 3'-6" above the deck surface and shall be spaced so as to prevent a 4" sphere from passing through the truss. Pickets may be placed on the inside, middle, or outside plane of the truss elements at the bridge fabricator's option. The top of the vertical pickets shall have a continuous cap angle or some other means to prevent bridge users from cutting or scraping their hands. The picket safety system shall be designed for an infill loading of 200 pounds, applied horizontally at right angles, to a one square foot area at any point in the system. Continuous toe plates shall be provided by the manufacturer for the length of the bridge. The picket rails and toe plates shall be placed so that no gaps greater than 4 inches vertically or horizontally exist between the finished bridge deck and the top truss elements for the entire bridge length. The design and shop drawings for the pedestrian bridge shall show the concrete deck and reinforcing required. The concrete and reinforcing steel shall conform to Sections 601 and 602, respectively. CDOT Class D (f'c = 4500 psi, minimum) concrete shall be used in the design. The Contractor shall submit six sets of Design Calculations and Shop Fabrication Details (Shop Drawings) for the pedestrian bridge. This submittal shall be in accordance with Subsection 105.02. The Design Calculations and Shop Drawings shall contain the endorsement seal of the Professional Engineer registered in the State of Colorado responsible for the design. 628.04 Shop Fabrication. Welding and fabrication of weathering steel pedestrian bridges shall conform to the requirements of the Structural Welding Code -Steel ANSI/AWS D1.1 (Latest Edition) as amended by the following: As required in Subsection 4.7.3, a welding procedure shall be established by qualification in accordance with the requirements of Subsection 3.3 for the ASTM A 847 material used on the bridge. The results of the Procedure Qualification shall be recorded on Form E-1 page in Annex E of AWS D1.1. The Contractor shall submit a Quality Control Plan. The Plan shall include personnel qualifications, certifications, and a Written Practice in accordance with ASNT SNT-TC-1 A. The quality of all welds shall be in accordance with Section 6, Table 6.1. In Table 6.1, Undercut 7(B), the criteria for primary members shall apply to the bottom chord members. FHU Reference No. 05-138 48 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 6S Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 32 DIST/DIR: 0.33 NE MAP ID: 15 II NAME: FORT COLLINS MAIN REV: 04/15/05 ADDRESS: 124 W MAGNOLIA AVE IDI: 9702 FORT COLLINS CO 80524 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 8025 OWNER NAME: OWNER ADDRESS: 1855 S FLATIRON CT TANK INFORMATION BOULDER CO 80301 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 1000 TANK ID: 25818 TANK TAG: 9702-1 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 2000 TANK MY 25819 TANK TAG: 9702-2 Site Details Page - 66 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 42 DIST/DIR: 0.33 NW MAP ID: 16 NAME: US POSTAL SERVICE REV: 04/15/05 ADDRESS: 412 S MELDRUM IDI: 12189 FORT COLLINS CO 90521 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 17413 OWNER NAME: US POSTAL SERVICE, OWNER ADDRESS: 8055 E TUFFS PKWY TANK INFORMATION DENVER CO 80237 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 43 DIST/DIR: 0.33 NW MAP ID: 16 NAME: US POSTAL SERVICE STORAGE GARAGE REV: 04/15/05 ADDRESS: 412 MELDRUM IDI: 5524 FORT COLLINS CO 80521 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER 5309 OWNER NAME: FORT COLLINS STORAGE GARAGE, OWNER ADDRESS: 412 S MELDRUM TANK INFORMATION FORT COLLINS CO 80521 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 10000 TANK ID: 15102 TANK TAG: 5524:1 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 10000 TANK ID: 15103 TANK TAG: 5524-2 Site Details Page - 67 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 33 DIST/DIR: 0.40 NE MAP ID: 17 i NAME: GOODING CONOCO REV: 04/15/05 ADDRESS: 301 S COLLEGE IDI: 1996 FORT COLLINS CO 80521 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 3564 OWNER NAME: R C FUGATE OIL CO. OWNER ADDRESS: 4113 HARBOR WALK DR TANK INFORMATION FORT COLLINS CO 80525 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 9000 TANK ID: 5644 TANK TAG: 1996-1 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 3000 TANK ID: 5645 TANK TAG: 1996-2 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 3000 TANK ID: 5646 TANK TAG: 1996-3 TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 3000 TANK ID: 5647 TANKTAG: 1996-4 Site Details Page - 68 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 34 DIST/DIR: 0.42 NE MAP ID: 66 NAME: LLOYDS SERVICE ADDRESS: 500 GARFIELD ST FORT COLLINS CO 80524 CONTACT: REV: 04/15/05 IDI: 10212 ID2: STATUS: PHONE: OWNER INFORMATION OWNER ID NUMBER: 3430 OWNER NAME: SCHMIDT, LLOYD OWNER ADDRESS: 500 GARFIELD TANK INFORMATION FORT COLLINS CO 80524 TANK TYPE: UST TANK CONTENTS: I - Unleaded Regular (RUL) TANK CAPACITY: 4000 TANK ID: 27542 TANK TAG: 10212-1 TANK TYPE: UST TANK CONTENTS: 3 - Unleaded Premium (PUL) TANK CAPACITY: 4000 TANK ID: 27543 TANK TAG: 10212-2 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 4000 TANK ID: 27544 TANK TAG: 10212-3 TANK TYPE: UST TANK CONTENTS: 6. Used Oil (Waste Oil) TANK CAPACITY: 500 TANK ID: 27545 TANK TAG: 10212-4 Site Details Page - 69 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 70 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 44 DIST/DIR: 0.45 NE MAP ID: 68 NAME: VI PONT LABS ADDRESS: 220 OLIVE ST FORT COLLINS CO 90524 CONTACT: OWNER INFORMATION OWNER ID NUMBER: OWNER NAME: OWNER ADDRESS: TANK INFORMATION TANK TYPE: TANK CONTENTS: TANK CAPACITY: TANK ID: TANK TAG: 4800 SHAW PROPERTIES, 6701B E 50TH AVE COMMERCE CITY CO 80022 UST Gasoline 10000 26962 10029-1 REV: IDI: ID2: STATUS: PHONE: 04/15/05 10029 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 29 DIST/DIR: 0.48 NE MAP ID: 18 NAME: DREILING BUILDING REV: 04/15/05 ADDRESS: 238 S COLLEGE AVE IDI: 13069 FORT COLLINS CO 80524 ID2; STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 16057 OWNER NAME: STOUFFER, JIM OWNER ADDRESS: 230 S COLLEGE AVE TANK INFORMATION FORT COLLINS CO 90524 Site Details Page - 71 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT EMERGENCY RESPONSE NOTIFICATION SITE SEARCH ID: 108 DIST/DIR: NON GC MAP ID: NAME: COLORADO STATE UNIVERSITY REV: 3/7/94 ADDRESS: HEATING PLANT IDI: 361922 FORT COLLINS CO 80523 ID2: LARIMER STATUS: FIXED FACILITY CONTACT: PHONE: SPILL INFORMATION DATE OF SPILL: 3/7/94 TIME OF SPILL: 1355 PRODUCT RELEASED (1): OIL, FUEL: NO. 6 QUANTITY (1): 0 UNITS (1): UNK PRODUCT RELEASED (2): i QUANTITY (2): UNITS (2): PRODUCT RELEASED (3): QUANTITY (3): UNITS (3): MEDIUM/MEDIA AFFECTED AIR: NO GROUNDWATER: NO LAND: YES FIXED FACILITY: NO WATER: NO OTHER: NO WATERBODY AFFECTED BY RELEASE: SOIL CAUSE OF RELEASE DUMPING: NO EQUIPMENT FAILURE: NO NATURAL PHENOMENON: NO OPERATOR ERROR: NO OTHER CAUSE: NO TRANSP. ACCIDENT: NO UNKNOWN: NO ACTIONS TAKEN: TRANSFERRING MATERIAL FROM TANK RELEASE DETECTION: STORAGE TANK/LEAKING DUE TO UNKNOWN CAUSES MISC. NOTES: UPPER LIMIT TO RELEASE IS UNDER 10000 GALLONS DISCHARGER INFORMATION DISCHARGER ID: 361922 DUN & BRADSTREET #: TYPE OF DISCHARGER: STATE GOVERNMENT NAME OF DISCHARGER: COLORADO STATE UNIVERSITY ADDRESS: C 206 ROCKWELL HALL FORT COLLINS CO 80523 Site Details Page - 72 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 124 DIST/DIR: NON GC MAP ID: NAME: COLORADO STATE UNIVERSITY REV: 04/15/05 ADDRESS: REDEN FARM IDI: 754 FORT COLLINS CO 80523 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 4/26/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 123 DIST/DIR: NON GC MAP ID: NAME: COLORADO STATE UNIVERSITY REV: 04/15/05 ADDRESS: MOUNTAIN TEACHING CENTER IDL• 1300 FORT COLLINS CO 80523 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 4/26/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 127 DIST/DIR: NON GC MAP ID: NAME: COUNTY SHOP REV: 04/15/05 ADDRESS: E VINE ST IDI: 4054 FORT COLLINS CO 80524 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 6/14/1990 Site Details Page - 73 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 125 DIST/DIR: NON GC MAP ID: NAME: CSU DAIRY MAINTENANCE FACILITY REV: 04A5/05 ADDRESS: COLORADO STATE UNIVERSITY IDI: 4228 FORT COLLINS CO 80523 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 2/1/1991 LEAKING UNDERGROUND STORAGE TANKS II SEARCH ID: 122 DIST/DIR: NON GC MAP ID: 11 NAME: COLORADO STATE UNIVERSITY ADDRESS: STROL FARM FORT COLLINS CO 80523 CONTACT: LUST INFORMATION STATUS: Closed LOG DATE: 4/26/1990 REV: 04/15/05 IDI: 278 ID2: STATUS: CLOSED PHONE: LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 121 DIST/DIR: NON GC MAP ID: NAME: COLORADO STATE FOREST SERVICE SHOP REV: 04/15/05 ADDRESS: CSU FOOTHILLS CAMPUS BLDG 1056 IDI: 9150 FORT COLLINS CO 80523 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 2/26/2003 2:08:59 PM Site Details Page - 74 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 -5- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT 4. All Complete Joint Penetration Groove Welds in butt joints in the bottom chord members shall be 100% Magnetic Particle tested in accordance with ASTM E709. Acceptance shall be determined in accordance with Section 6.10 and Table 6.1, using Alternating Current. In addition, complete joint penetration groove butt welds welded from one side without backing of bottom chord members shall be examined by ultrasonic testing in accordance with Section 6.11.1. 5. Magnetic Particle Testing shall be performed 100% on all attachment welds to the bottom chord, using Alternating Current, in accordance with Section 6.10 and Table 6.1. 6. All Procedure Qualification Records and Welder Qualification Test Records shall be current within three years of the date of beginning fabrication. 7. A copy of all Procedure Qualification Records, Welder Qualification Test Records, Quality Control Plan and all visual and nondestructive test reports shall be provided to: a. The Engineer. b. Staff Bridge Branch Fabrication Inspection Unit 4201 E. Arkansas Ave., Room 330 Denver, Colorado 80222. All weathering steel shall be blast cleaned, Steel Structures Painting Council Surface Preparation No. 6 (SSPC-SP6, Commercial Blast Cleaning), to remove mill scale and foreign material which would prohibit rusting to a uniform color. 628.05 Field Construction. The substructure shall be constructed in accordance with the details shown in the plans and the pedestrian bridge shop drawings. The pedestrian bridge supplier shall include in the shop drawings for the pedestrian bridge the anchor bolt requirements (including number of bolts required, size, spacing and location) needed to properly construct the substructure to accommodate the proper erection of the structure being provided. The. Engineer shall be provided with two copies of detail sheets delineating these requirements before work begins. METHOD OF MEASUREMENT 628.06 Pedestrian bridge will be measured by the Bridge Girder and Deck Unit installed and accepted. FHU Reference No. 05-138 49 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-I-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT CERCLIS NFRAP SEARCH ID: 105 DIST/DIR: NON GC MAP ID: NAME: LARIMER COUNTY SHOPS REV: 1/18/05 ADDRESS: E VINE DR IDI: COD980666010 FORT COLLINS CO 80524 ID2: 0800229 STATUS: NFRAP-N CONTACT: PAT SMITH PHONE: 3033126082 DESCRIPTION: ACTION/QUALITY AGENCY/RPS START/RAA END ARCHIVE SITE EPA In -House 12-01-1984 DISCOVERY EPA Fund -Financed 11-01-1980 PRELIMINARY ASSESSMENT State, Fund Financed 02-01-1984 Low SITE INSPECTION EPA Fund -Financed 12-01-1984 NFRAP (No Futher Remedial Action Planned Site Details Page - 75 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 76 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 110 DIST/DIR: NON GC MAP ID: NAME: COLORADO STATE FOREST SERVICE SHOP REV: 04/15/05 ADDRESS: CSU FOOTHILLS CAMPUS BLDG 1056 IDl: 15974 FORT COLLINS CO 80523 ID2: LARIMER STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 6024 OWNER NAME: COLORADO STATE UNIVERSITY, OWNER ADDRESS: FACILITIES MANAGEMENT ATTN STEVEN HULTIN TANK INFORMATION FORT COLLINS CO 90523 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: I I I DIST/DIR: NON GC MAP ID: NAME: COLORADO STATE UNIVERSITY REV: 04/15/05 ADDRESS: STROL FARM IDl: 13967 FORT COLLINS CO 90523 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 17701 OWNER NAME: UNKNOWN, OWNER ADDRESS: UNKNOWN TANK INFORMATION ZIPCODE UNKNOWN XX 99999 Site Details Page - 77 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 78 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 113 DIST/DIR: NON GC MAP ID: NAME: CSU - NATIONAL SEED STORAGE REV: 04/15/05 ADDRESS: COLORADO STATE UNIVERSITY MI: 4539 FORT COLLINS CO 80523 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 5566 OWNER NAME: USDA ARS NPA NORTHERN PLAINS, OWNER ADDRESS: 1201 OAKRIDGE DR STE 150 TANK INFORMATION FORT COLLINS CO 80525 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 1000 TANK ID: 12763 TANK TAG: 4539-1 Site Details Page - 79 Environmental FirstSearch Site Detail Report TARGET SITE: • MASON TRAIL PROJECT JOB: 05-I-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Site Details Page - 80 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 115 DIST/DIR: NON GC MAP ID: NAME: CSU - STROH - AG CAMPUS REV: 04/15/05 ADDRESS: 13110 MICROBIOLOGY IDl: 11266 FORT COLLINS CO 80523 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 6024 OWNER NAME: COLORADO STATE UNIVERSITY, OWNER ADDRESS: FACILITIES MANAGEMENT ATTN STEVEN HULTIN TANK FORT COLLINS CO 80523 INFORMATION TANK TYPE: UST TANK CONTENTS: Gasoline TANK CAPACITY: 3000 TANK ID: 30921 TANK TAG: 11266-1 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 116 DIST/DIR: NON GC MAP ID: NAME: CSU - VET TEACHING HOSPITAL REV: 04/15/05 ADDRESS: B1101YUCROBIOLOGY MI: 11254 FORT COLLINS CO 80523 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 6024 OWNER NAME: COLORADO STATE UNIVERSITY, I OWNER ADDRESS: FACILITIES MANAGEMENT ATM STEVEN HULTIN TANK INFORMATION FORT COLLINS CO 80523 TANK TYPE: UST TANK CONTENTS: 4 - Diesel TANK CAPACITY: 300 TANK ID: 30884 TANK TAG: 11254-1 Site Details Page - 81 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 120 DIST/DIR: NON GC MAP ID: NAME: CDOT CSU COMMUNICATIONS REV: 04/15/05 ADDRESS: PITKIN AVE IDl: 12398 FORT COLLINS CO 80525 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 1255 OWNER NAME: OWNER ADDRESS: 4201 E ARKANSAS AVE RM 294 TANK INFORMATION DENVER CO 80222 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 109 DIST/DIR: NON GC MAP ID: NAME: CDC -FOOTHILLS CAMPUS REV: 04/15/05 ADDRESS: BI 10 MICROBIOLOGY IDI: 13109 FORT COLLINS CO 90523 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER: 6024 OWNER NAME: COLORADO STATE UNIVERSITY, OWNER ADDRESS: FACILITIES MANAGEMENT ATTN STEVEN HULTIN TANK INFORMATION FORT COLLINS CO 80523 Site Details Page - 82 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 117 DIST/DIR: NON GC MAP ID: NAME: CSU DAIRY MAINTENANCE FACILITY REV: 04/15/05 ADDRESS: COLORADO STATE UNIVERSITY IDI: 11949 FORT COLLINS CO 80523 ID2: STATUS: CONTACT: PHONE: OWNER INFORMATION OWNER ID NUMBER 17330 OWNER NAME: CSU DAIRY MAINTENANCE FACILITY, OWNER ADDRESS: 2000 LAFAYETTE ST TANK INFORMATION FORT COLLINS CO 80523 Site Details Page - 83 Environmental FirstSearch Federal Database Sources CERCLIS: The EPA s Comprehensive Environmental Response Compensation and Liability Information System database. Updated quarterly CERCLIS NFRAP: The EPA s Comprehensive Environmental Response Compensation and Liability Information System archived sites. Updated quarterly ERNS: The EPA s Emergency Response Notification System. Updated quarterly FED OTHER: The EPA s Section Seven Tracking System. Updated Quarterly FINDS: The EPA s Facility Index System. Updated as new data becomes available HMIRS: The EPA s hazardous Materials Incident Response System Updated quarterly NCDB: The EPA s National Compliance Database. Updated quarterly NPDES: The EPA s National Pollution Discharge Elimination System Updated quarterly NPL: The EPA s list of confirmed or proposed Superfund Sites Updated quarterly NRDB: The National Technical Information Service s National Radon Database Updated as new data becomes available NUCLEAR: The Nuclear Regulatory Commission s list of permitted nuclear facilities. Updated periodically PADS: The EPA s PCB handlers database. Updated quarterly RCRA COR: The EPA s Resource Conservation and Recovery Information System s Corrective Action Sites. Updated quarterly RCRA GEN: The EPA s Resource Conservation and Recovery Information System s Generators and Transporters. Updated quarterly RCRA NLR: FirstSearch s proprietary database of Resource Conservation and Recovery Information System s that the EPA cannot categorize. Updated quarterly RCRA TSD: The EPA s Resource Conservation and Recovery Information System s Treatment, Storage, and Disposal facilities. Updated quarterly RECEPTORS: The 2002 Census listing of schools and hospitals Updated as new data becomes available RELEASES: The EPA s ERNS air and surface water releases. Updated quarterly TRIS: The EPA s Toxic Release Inventory System. Updated quarterly Mason Trail - Spring Creek to Prospect Project Special Provisions BASIS OF PAYMENT June, 2009 CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 -6- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT 628.07 The accepted quantity shall be paid for at the contract unit price for the pay unit listed below. Payment will be made under: PAY ITEM PAY UNIT Bridge Girder and Deck Unit (120'-4") Each Payment shall be full compensation for all materials and labor necessary to complete the item, which shall include the design, fabrication, transportation to the project site, bridge superstructure erection, and installation of the concrete deck. The substructure shall be measured and paid for separately, except for the cost of the anchor bolts which shall be included in Item 628. Payment will not be made for this item until all required reports, certifications, and forms have been submitted to the Engineer. FHU Reference No. 05-138 50 Environmental FirstSearch Colorado Database Sources BROWNFIELDS (BF) Colorado Department of Public Health and Environment s Voluntary Cleanup Program site listing. Updated annually LEAKING UNDERGROUND STORAGE TANKS (LUST) Colorado Department of Labor and Employment s Colorado Storage Tank Information System (COSTIS) provides the Database of Leaking Underground Storage Tanks Updated semi-annually OTHER (OT) Not available PERMITS (PE) Not available RELEASES (RL) Not available 90 SPILLS (SP) Not available So SPILLS (80) Not available STATE SITES (ST) Colorado Department of Public Health and Environment s Voluntary Cleanup Program site listing. Updated annually SOLID WASTE LANDFILLS (SWL) Colorado Department of Public Health and Environment s Database of Active Solid Waste Facilities Updated annually UNDERGROUND STORAGE TANKS (UST) Colorado Department of Labor and Employment s Colorado Storage Tank Information System (COSTIS) provides the Database of Registered Storage Tanks Updated semi-annually GIs Sources AREAS OF CRITICAL ENVIRONMENTAL CONCERN (ACEC) Not available AQUIFERS (AQ) Not available STATE WELLS (PWS Not available Environmental Firsdearch Street Name Report for Streets within .25 Mile(s) of Target Property TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT Street Name Dist/Dir Street Name Dist/Dir Alpert Ave 0.24 NE Parker St 0.07 NE Arthur Dr 0.13 SW Prospect Ct 0,00 -- Buckeye St 0.11 NE Rembrandt Dr 0.01 -W Center Ave 0.21 NW Remington St 0.15 NE Centre Dr 0.23 NW S College Ave 0.07 NE Dartmouth Trl 0.24 SE S Howes St 0.07 NW E Elizabeth St 0.07 NE S Mason St 0.00 - E Lake St 0.08 NE S Meldrum St 0.16 NW E Laurel St 0.08 NE SOUTH College Ave 0.07 NE E Mulberry St 0.24 NE SOUTH Howes St 0.07 NW E Myrtle St 0.14 NE SOUTH Mason St 0.00 -- E Pitkin St 0.07 NE SOUTH Meldrum St 0.16 NW E Plum St 0.07 NE Spring Ct 0.09 SE E Prospect Rd 0.07 NE Spring Park Dr 0.12 SE E Stuart St 0.07 NE Tamasag Dr 0.02 NW East Dr 0.04 NW University Ave 0.00 - EAST Elizabeth St 0.07 NE W A St 0.00 -- EAST Lake St 0.08 NE W Lake St 0,00 - EAST Laurel St 0.08 NE W Laurel St 0.00 - EAST Mulberry St 0.24 NE W Mulberry St 0.22 N- EAST Myrtle St 0:14 NE W Myrtle St 0.12 NW .EAST Pitkin St 0.07 NE W Pitkin St 0.00 - EAST Plum St 0.07 NE W Prospect Rd 0.00 -- EAST Prospect Rd 0.07 NE W Stuart St 0.03 NE EAST Stuart St 0.07 NE WEST A St 0.00 - Edison Dr 0.00 - West Dr 0.09 NW Edwards St 0.07 NE WEST Lake St 0,00 -- Garfield St 0.07 NE WEST Laurel St 0,00 - Indian Meadows Ln 0.23 NE WEST Mulberry St 0.22 N- Isotope Dr 0.10 NW WEST Myrtle St 0.12 NW Johnson Dr 0.08 S- WEST Pitkin St 0.00 - Locust St 0.08 NE WEST Prospect Rd 0.00 - Mathews St 0.22 NE WEST Stuart St 0.03 NE Old Main Dr 0,00 -- Oval Dr 0.03 NW Of Environmental FirstSearch .5 Mile Radius from Area 1P Sites MASON TRAIL PROJECT , FORT COLLINS CO 80528 >s.1a�m FIR.SF Y �l V 4 -MMI-A 0 SEE SE INO i° MIN I" South Dr d- t; e II_ IMENFAMA Mimi MIMI Source: 2002 U.S. Census TIGER Files Area Polygon Identified Site, Multiple Sites, Receptor ............................ ® 0 ■ NPl., Brownfield, Solid Waste landfill (S WL) or Hazardous Waste ................. Railroads.................................................................................................... Black Rings Represent 1/4 Mile Radii; Red Ring Represents 500 ft Radius Environmental FirstSearch Map Width: 0.470 Mile(s) Selected FEDERAL State SWL UST LUST Sites MASON TRAIL PROJECT , FORT COLLINS CO 80528 Soume: 2002 U.S. Censer TIGER Files AreaPolygon................................................................. 0 r ldentified Site, Multiple Sites, Receptor ............................ ® ■ NPL. Brownfield, Solid Waste Landfill (SWL) or Hazardous Waste ................. Railroads........ . .......................................................................................... Black Rings Represent 1/4 Mile Radii; Red Ring Represents 500 R Radius FIRSTS Environmental FirstSearch Map Width: 0.552 Mile(s) Selected FEDERAL State SWL UST LUST Sites MASON TRAIL PROJECT , FORT COLLINS CO 80528 FIRSTS 5� 0 ® LaPorte Ave 5ti Z 27 Y 4a0C fp 1 28 a N Sf Mountain A o 23 22 C 24 W Oak St Oak St 3 co � a 0 ° 18 2 A N y o ° 0 � 51 1 C M C �F N O M _ Macinolia S few E Ma nolia St CA N A s � 16 ° 00 13 a Mulber S Mulber 0 8 jdXrtle St E M rtle St Source: 2002 U.S. Census TIGER Files AmPolygon ................................................................. 0 Identified Site, Multiple Sites. Receptor ............................ NPL, Brownfield, Solid Wage Landfill (SWL) or Hazardous Wage ................. Railroads.................................................................................................... Black Rings Represent V4 Mile Radii; Red Ring Represents 500 It Radius Environmental FirstSearch Map Width: 0.356 Mile(s) Selected FEDERAL State SWL UST LUST Sites MASON TRAIL PROJECT , FORT COLLINS CO 80528 Source: 2002 U.S. Census TIGER Files AreaPolygon................................................................. 0 t Identified Site, Multiple Sites, Receptor ............................ ® ■ NPI, Brownfield Solid Waste Landfill (SWL) or Hazardous Waste ..............:.. Railroads.................................................................................................... Black Rings Represent 114 Mile Radii; Red Ring Represents 500 & Radius FIRS$ • Environmental FirstSearch Map Width: 0.480 Mile(s) Selected FEDERAL State SWL UST LUST Sites MASON TRAIL PROJECT , FORT COLLINS CO 80528 Source: 2002 U.S. Census TIGER Files Mx Polygon W Identified Site, Multiple Sites, Receptor ............................ ® 0 ■ NPL, Brownfield, Solid Waste Landfill (SWL) or Hazardous Waste ................. Railroads.................................................................................................... - Black Rings Represent 1A Mile Radii. Red Ring Represents 500 R Radius Environmental FirstSearch Map Width: 0.424 Mile(s) Selected FEDERAL State SWL UST LUST Sites MASON TRAIL PROJECT , FORT COLLINS CO 80528 Source: 1001 U.S Census TIGER Files AreaPolygon................................................................. 0 r Identified Site, Multiple Siena, Receptor ............................ ® ® ■ NPL, Brownfield, Solid Waste Landfill (SWL) or Hazardous Waste ................. Railroads.................................................................................................... Bieck Rings Represent 1/4 Mile Radii; Red Ring Represents 500 B Radius . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I`t y Environmental FirstSearch Map Width: 0.634 Mile(s) Selected FEDERAL State SWL UST LUST Sites 6' MASON TRAIL PROJECT , FORT COLLINS CO 80528 rAv :w. 58 a 0 58 m We t o � Cr m S !no Park r o _c m Q: art (it s < o 0 tD w m M o L a m m s 8o ve e�� P Yale Ave ale W G N E rvard St 3 Qv�aJe 0 o m t a 20 p a 21 Princeton Road Source. 2002 US Census TIGER Files O AcesPolygon........................................................_....... Identified Site, Multiple Sims, Receptor ............................ NPL. Brownfield. Solid Waste Landfill (SWL) or Hazardous Waste ................. Railroads....................................................................................._............. Black Rings Represent 1/4 Mile Radii; Red Ring Represents 500 !L Radius Environmental FirstSearch Map Width: 0.618 Mile(s) Selected FEDERAL State SWL UST LUST Sites MASON TRAIL PROJECT , FORT COLLINS CO 80528 s c 00 a Yale Ave o x w rn CO) t s 20 n O � o �p 21 N C M Ba for S W Drake Road Drake Road A S3 32 31 N A CL ego ' 0 c W Thunderbird D x o w COL ° all gt � c m K!/�deerOr d � rlla a St � � Fd W Harvard St Ruth St e� e s� A� Source: 2002 U.S. Census TIGER Files AreaPolygon................................................................. r Identified Site, Multiple Sites, Receptor ............................ ® ■ NPL. Brownfield, Solid Waste Landfill (SWL) or Hazardous Wage._ .............. Railroads.................................................................................................... - Blwk Rings Reprasau 1/4 Mile Radii. Red Ring Represents 500 R. Radius 2390 South Street Kumar &Associates, Inc. Denver, CO CO 80223 Geotechnical and Materials Engineers phone: (303) 742-9700 and Environmental Scientists fax: (303) 742-9666 e-mail: kadenver@kumarusa.com www.kumarusa.com Office Locations: Denver, Colorado Springs, Fort Collins, Colorado Branch Office: Pueblo, Colorado Prepared By: Derek Bowman, CHMM Project Manager MODIFIED ENVIRONMENTAL SITE ASSESSMENT UPDATE MASON TRAIL PROJECT 1.25 MILE CORRIDOR BETWEEN SPRING CREEK DRIVE AND LAUREL STREET FORT COLLINS, COLORADO Reviewed By: Phillip T. KaKgas Manager of Enviro Prepared for.• FELSBURG, HOLT & ULLEVIG 6300 SOUTH SYRACUSE, SUITE 600 CENTENNIAL, COLORADO 80111 Attn: Mr. Alex Pully Project No. 05-1-425 November 23, 2005 Environmental FirstSearch Map Width: 1.612 Mile(s) East MASON TRAIL PROJECT , FORT COLLINS CO 80528 Logan i coin Ave 4 SEEMS OFIE, AMARA ■MEIN E will p i Source: 2002 U.S. Census TIGER Files AreaPolygon................................................................. Identified Site. Multiple Sites, Receptor ............................ NPL, Brownfield, Solid Waste Landfill (SWL) or Hazardous Wage ................. Railroads.................................................................................................... Black Rings Represent 1/4 Mile Radii; Red Ring Represents 500 ft. Radius Environmental FirstSearch Map Width: 1.038 Mile(s) West MASON TRAIL PROJECT , FORT COLLINS CO 80528 Source: 2002 U.S. Census TIGER Files AronPolygon ................... ............ ................................. 0 Identified Site. Multiple Sites, Receptor ............................ ® ■ NPL. Brownfield, Solid Waste Landfill (S WL) or Hazardous Waste ................. Railroads.................................................................................................... - Black Rings Represent 1/4 Mile Radii; Red Ring Represents 300 & Radius �tt�eanr FIRSTS wilT �y 1 �; � k, .: e� o � i Y.- . • . i ,, � � .. ,, , � , _. �. . „ a . . .,. ;. � .. �; , , ,., , , r ,- o � c . � `. _ KUMAR & ASSOCIATES, INC. Derek M. Bowman, CHMM Project Manager EDUCATION M.S., Environmental Sciences, University of Colorado at Denver, 2004 B.S., Environmental Conservation, University of New Hampshire, 1998 PROFESSIONAL REGISTRATIONS/CERTIFICATIONS Certified Hazardous Materials Manager (CHMM) OSHA,40-Hour Hazardous Waste Operations and Emergency Response State of Colorado Approved Lead -Based Paint Inspector AHERA in Colorado, Certified Asbestos Building Inspector and Management Planner Army Corps of Engineers, Certified Wetlands Delineator State of Colorado Certified Air Monitoring Specialist State of Colorado Certified Asbestos Abatement Project Designer QUALIFICATIONS SUMMARY Mr. Bowman has more than 7 years of diversified experience in the environmental consulting profession as an environmental scientist and project manager. He is responsible for conducting and managing Phase I, II and III Environmental Site Assessments (ESAs), subsurface site investigations, UST remediations and the sampling of groundwater, soil, lead -based paint, asbestos and mold for confidential clients. Mr. Bowman has experience overseeing major excavation projects involving hazardous materials including the new Denver Broncos Stadium, Invesco Field at Mile High. Mr. Bowman's experience also includes conducting and managing Modified ESAs on extensive corridor projects for the Colorado Department of Transportation. He has coordinated, performed and supervised asbestos and lead -based paint sampling surveys for large and small commercial businesses throughout the mid -west. He has experience in managing projects from start to finish including asbestos surveys, abatement and demolition. He has experience in managing projects from start to finish including asbestos surveys, abatement and demolition. He has conducted final clearance air monitoring for asbestos abatement projects as required by the State of Colorado. Mr. Bowman has also provided wetland delineations to clients in accordance with the Army Corps of Engineers Certification Program. PROFESSIONAL EXPERIENCE Mr. Bowman's relevant project experience includes environmental studies for the following projects: • Project Manager for asbestos abatement and demolition of Fitzsimons General's House and Maids Quarters, Aurora, CO. • Project Manager for asbestos abatement and demolition of 25 buildings, Colorado Springs, CO. • Phase I, II and III ESAs for confidential clients located throughout Colorado. • Hazardous materials excavation oversight at the new Denver Broncos Stadium, Invesco Field at Mile High. • Brownfields surface and subsurface site investigation, Arvada, CO. • UST closure and removal projects for multiple sites in CO. • Modified ESAs for confidential clients located in Denver, Broomfield, Commerce City, Colorado Springs, Fort Collins, Pueblo, Breckenridge, Frisco, Eagle and Vail, CO. • Wetland Delineation in accordance with ACOE, Colorado Springs, CO. • Final clearance air monitoring for numerous demolition and renovation asbestos abatement projects throughout CO. • Sludge sampling and permitting research for storm water runoff into a city lake,* Westminster, CO. • Oil well closure oversight and removal of associated underground piping. The study included assessing the soils beneath the piping and oil tanks on the site, Thornton, CO. • Lead -based paint removal project, Tivoli Student Union, Denver, CO. • Lead -based paint sampling and reporting for Safeway, Inc., throughout Colorado, Wyoming, South Dakota and New Mexico; Albertson's throughout Colorado and Wyoming; COOT bridges in Colorado Springs, CO; and numerous small and large commercial and residential properties in Colorado. • Asbestos sampling and reporting for Safeway, Inc., throughout Colorado, Wyoming, South Dakota and New Mexico; Albertson's throughout Colorado and Wyoming; U.S. Forest Service, Glenwood Springs, CO; and numerous small and large commercial and residential properties in Colorado. • Project Management for major asbestos spill, 1-25 TREX project, Denver, Colorado. • Project Management for asbestos abatement at Federal Correction Institute, Englewood, Colorado. PROFESSIONAL AFFILIATIONS Rocky Mountain Association of Environmental Professionals National Association of Environmental Professionals j (C.'WITISRESUMES MaGEN REV 04M) KUMAR & ASSOCIATES, INC. Phillip T. Kangas, CPG Environmental Services Manager EDUCATION B.S., Geology, University of Wisconsin, 1978 PROFESSIONAL REGISTRATIONS/CERTIFICATIONS Certified Professional Geologist, CPG #8436, American Institute of Professional Geologists; Certified in Hazardous Waste Management for Project Managers, Colorado School of Mines, 1990; Registered Environmental Assessor, REA #04248, California EPA; OSHA 29 CFR 1910.120 Hazardous Waste Operations; State of Colorado Asbestos Building Inspector and Project Designer #1831; State of Colorado Approved Lead -Based Paint Inspector #05/OOLBPIRGHP01; Certified to Perform Risk Assessment Methodology for Water (RAM-W) QUALIFICATIONS SUMMARY Mr. Kangas has more than 26 years of diversified experience in subsurface geological studies and project management. He has more than 15 years of environmental site assessment experience including the design and management of subsurface soil and ground water, hazardous material, and petroleum contaminant investigations for commercial and public developed properties. Mr. Kangas is responsible for Phase I Environmental Site Assessment preparation and review, subsurface investigations, including the coordination and supervision of drilling subcontractors and analytical laboratory services, evaluating soil and hydrogeologic properties, preparation of soil and ground water assessment and monitoring reports, and design recommendations for site remediation. PROFESSIONAL EXPERIENCE Mr. Kangas' project experience includes the following: • Managed City of Denver property acquisition environmental site assessments program and reviews for facility sitings and right-of-way parcels, including large projects such as: The Pepsi Center, Broadway Viaduct Replacement, Commons Park, Invesco Field at Mile High and Elitch Gardens. • Conducted and managed numerous Phase I and Phase II Environmental Site Assessments for industrial, commercial, and government clients. • Soil and ground water investigations at numerous leaking underground storage tank fueling facilities. • UST closure projects for sites in Iowa, Colorado and Utah. • Soil, lead and pesticide contamination assessment and remediation monitoring, abandoned wastewater treatment plant, Denver, CO. • Prepared specifications and performed and managed UST closure projects at various schools for Jefferson County School District. • Performed pilot studies for and implemented soil vapor extraction, pump and treat and bio-remediation systems. • Managed PCB contamination assessment and remediation work plan, former transformer storage property. • Managed annual storm water drainage assessment program, Centennial Airport. • Performed and reviewed numerous Phase I ESAs for National Grocery Store Client Expansion into Retail Gasoline Facilities. • Managed and conducted Phase II ESA for first voluntary cleanup program in the State of Wyoming. • Conducted Phase I and II ESAs for oil and gas production properties including remediation of production pit and well head petroleum -contaminated soils. PROFESSIONAL AFFILIATIONS Rocky Mountain Association of Geologists National Ground Water Association American Institute of Professional Geologists Member ASTM, Committee E50 on Environmental Assessments (C.9KA11EVMSUW9S%FMGE""= I REV 05M) 1708 E. Lincoln Avenue, #3 Kumar & Associates, Inca Fort Collins, CO 80524 : —+— - Geotechnical and Materials Engineers phone: (970) 416-9045 and Environmental Scientists fax: (970) 416-9040 email: kaftcollins@kumarusa.com www.kumarusa.com Prepared By: /t Rb.ger L Barker Senior Geologist Office Locations: Denver, Colorado Springs, Colorado Branch Office: Pueblo, Colorado GEOTECHNICAL ENGINEERING STUDY MASON TRAIL STRUCTURES SPRING CREEK TO PROSPECT ROAD FORT COLLINS, COLORADO Reviewed By: James A. Noll, P.E. p ;NpA. �,� S as 27051 ae Fear'' f-2 2`c7�' a, J rid 4 Prepared For. Felsburg Holt & Ullevig 6300 South Syracuse Way, Suite 600 Centennial, Colorado 80111 ATTENTION: William Marcato, P.E. Project No. 05-3-151 January 22, 2007 TABLE OF CONTENTS SUMMARY........................................................................................................... 1 PURPOSE AND SCOPE OF STUDY........................................................................... 2 PROPOSED CONSTRUCTION.................................................................................. 2 SITE CONDITIONS................................................................................................. 3 FIELD EXPLORATION............................................................................ SUBSURFACE CONDITIONS.................................................................................... 4 FOUNDATION RECOMMENDATIONS....................................................................... 5 LATERAL EARTH PRESSURES................................................................................. 7 WATER SOLUBLE SULFATES.................................................................................. 8 DESIGN AND CONSTRUCTION SUPPORT SERVICES .................................................. 8 LIMITATIONS....................................................................................................... 8 FIG. 1 - LOCATIONS OF EXPLORATORY BORINGS FIG. 2 - LOGS OF EXPLORATORY BORINGS FIG. 3 - LEGEND AND NOTES FIGS. 4 through 6 - SWELL-CONSOLDIATION TEST RESULTS FIG. 7 - GRADATION TEST RESULTS TABLE I - SUMMARY OF LABORATORY TEST RESULTS --- Kumar & Associates, Inc. 1/�t1XFOWA O 1. Subsurface conditions encountered in exploratory borings drilled at the along the segment of the Mason Trail Project between Spring Creek and Prospect Road generally consist of nil to 4Y2 feet of existing fill consisting of lean clay overlying 7 to 26 feet of lean clay with sand to sandy lean clay and nil to 16 feet of clayey sand to clayey gravel. Hard to very hard sandstone bedrock was encountered at depths 18 to 26 feet. Ground water was measured at depths of approximately 3Y2 to 18 feet. 2. The bridge planned over Spring Creek may be founded on spread footings bearing on the natural soils and designed for an allowable soil bearing pressure of 2,500 psf. Kumar & Associates, Inc. -2- PURPOSE AND SCOPE OF STUDY This report presents the results of a geotechnical engineering study for a bridge structure planned along the portion of the Mason Trail Project between Spring Creek and Lake Street in Fort Collins, Colorado. The bridge will be located over Spring Creek, south of Prospect Road. The subsurface study was conducted for the purpose of developing foundation design recommendations for the proposed structure. The general location of the structure is shown on Fig 1. The study was conducted in accordance with the scope of work in our Proposal No. P3-05-1 17 dated March 11, 2005. A field exploration program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples of the soils and bedrock obtained during the field exploration were tested in the laboratory to determine their classification and engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed structure foundations. The results of the field exploration and laboratory testing are presented herein. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed structures are included in the report. PROPOSED CONSTRUCTION - We understand a prefabricated steel truss pedestrian bridge structure is being considered. The bridge is located about 700 feet south of Prospect Road, where Spring Creek turns - west from its' north -south path along the BNSF railroad right of way. A segment of cantilevered retaining wall, less than about 5 feet high, will be constructed along the east side of the path north from the bridge at this location. Foundation loads associated with the bridge are expected to be light. 05.3•I31 rq RLB final Kumar & Associates, Inc. -3- If the proposed construction varies significantly from that described above or depicted in - this report, we should be notified to reevaluate the recommendations provided in this report. SITE CONDITIONS This section of the trail alignment is located along the west side of the right of way for the BNSF Railroad. Spring Creek crosses the trail alignment at two locations and parallels a portion of the trail between the crossings. The ground surface in this southern area is flat and slopes gently down to the south. Spring Creek is generally contained in a channel about 10 feet wide and up to about 5 feet deep. That part of the alignment located north of Spring Creek is about 10 feet higher than the ground surface to the south. An existing wood frame building and asphalt paved parking lot is located on the south side of Prospect Road. Prospect Road is a 4-lane asphalt paved road with concrete curb and gutters. North of Prospect Road, the ground surface slopes down to the north, with the northern end of the proposed structure being about 5 to 10 feet lower than the grade in Prospect Road. An existing, one-story retail building is located west of the alignment on the north side of the street. Vegetation in unpaved areas of the alignment consisted of grasses, weeds and some deciduous and evergreen trees. FIELD EXPLORATION The field exploration for the project was conducted on December 23 and 30, 2005. Seven (7) exploratory borings were drilled at the approximate locations shown on Fig. 1 to explore the subsurface conditions at the proposed structure and at other parts of the alignment. The approximate locations of the exploratory borings were determined by pacing from topographic features shown on the plan provided to us. The borings were advanced through the overburden soils and underlying bedrock with 4-inch diameter continuous flight augers. The borings were logged by a representative of Kumar & Associates, Inc. Samples of the soils and bedrock materials were taken with a 2-inch I.D. California liner sampler or a 1%'-inch I.D. spoon sampler. The samplers were driven into the various strata 05-3-151 rp1 RLB Gul -- Kumar & Associates, Inc. TABLE OF CONTENTS SUMMARY............................................................................................................... 1 - 1.0 INTRODUCTION................................................................................................3 2.0 SITE DESCRIPTION........................................................................................... 3 2.1 SITE LOCATION................................................................................................ 3 2.2 GENERAL PROJECT DESCRIPTION.......................................................................... 4 2.3 TOPOGRAPHY.................................................................................................. 4 2.4 GEOLOGY AND HYDROGEOLOGY........................................................................... 4 2.5 SITE HISTORY.................................................................................................. 5 2.6 SITE OBSERVATIONS......................................................................................... 7 2.7 TRANSFORMERS............................................................................................... 9 2.8 OIL AND GAS WELLS....................................................................................... 10 2.9 INTERVIEWS.................................................................................................. 10 3.0 REGULATORY REVIEW.................................................................................... 11 3.1 FEDERAL AGENCIES..........................................................................................11 3.2 STATE AGENCIES............................................................................................ 13 3.3 LOCAL AGENCIES............................................................................................ 15 4.0 FINDINGS AND OPINIONS............................................................................... 15 5.0 CONCLUSIONS...............................................................................................17 6.0 RECOMMENDATIONS..................................................................................... 18 7.0 LIMITATIONS................................................................................................. 18 FIGURE 1 - TOPOGRAPHIC MAP FIGURE 2 — SUMMARY OF SITE OBSERVATIONS FIGURE 3 — SITE PHOTOGRAPHS FIGURE 4 — SITE PHOTOGRAPHS FIGURE 5 — SITE PHOTOGRAPHS APPENDIX A - DOCUMENTATION APPENDIX B — CORRESPONDENCE APPENDIX C — DATABASE APPENDIX D — RESUMES Kumar & Associates, Inc. with blows from a 140-pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D 1586. Penetration resistance values, when properly evaluated, indicate the relative density or consistency of the soils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Fig. 2, with the legend and explanatory notes associated with the boring logs provided on Fig. 3. Measurements of the water level were made in the borings by lowering a weighted tape measure into the open hole shortly after completion of drilling and within a few days subsequent to drilling. The depths of the water levels measured and the number of days subsequent to drilling are shown on the Logs of Exploratory Borings. SUBSURFACE CONDITIONS V Subsurface conditions encountered in exploratory borings generally consist of nil to 41/2 feet of existing fill consisting of lean clay overlying 7 to 26 feet lean clay with sand to sandy lean clay and nil to 16 feet of clayey sand to clayey gravel. Hard to very hard sandstone bedrock was encountered at depths 18 to 26 feet. Ground water was measured at depths of approximately 3 Y2 to 18 feet, when measured 4 to 7 days after drilling. During drilling, a petrochemical odor and staining of the soils was noted near the water table (less than about 2 to 3 feet) in Borings 4 and 5. Indications of petrochemical contamination were not apparent at the other borings. The potential subsoil contamination and source are discussed in greater detail in the Modified Environmental Site Assessment (MESA) Update report completed by Kumar & Associates dated November 23, 2005, Project No. 05-1-425. Blow counts indicate the lean clay is medium to very stiff and blow counts in the clayey sand to clayey gravel is medium dense. Blow counts in the sandstone and claystone bedrock indicate it is hard to very hard. Swell -consolidation tests performed on samples of the lean clay with sand and sandy lean clay indicate the materials are generally non- 05.3.15I rpt RLB f al Kumar & Associates, Inc. ► expansive or exhibit a low swell potential. A sample of lean clay with sand obtained from Boring 4 at depth nine feet exhibited a moderate swell potential. Swell -consolidation test results are presented on Figs. 4 through 6. Figure 7 presents the results of gradation analyses performed on samples of the sandstone bedrock. Water soluble sulfates tests indicate sulfate concentrations ranging from 0.001 % to 0.04%. Unconfined compressive strength tests performed on samples of the sandy lean clay indicate compressive strengths ranging from 2,120 psf to 5,100 psf. The laboratory test results are shown adjacent to the graphic logs on Fig. 2, and are summarized on Table I. FOUNDATION RECOMMENDATIONS Based on the data obtained during the field and laboratory studies, we recommend spread i. footings placed on the natural soils be used to support the proposed bridge structure ,..., planned over Spring Creek. Some of the soils and bedrock exhibit a low swell potential, I but considering the nature of the proposed construction, the swell potential is not expected to have a significant impact on structure performance. l._ The design and construction criteria presented below should be observed for a spread footing foundation system. The construction details should be considered when preparing I project documents. 1. Footings placed on the sandy lean clay to lean clay with sand should be designed for an allowable soil bearing pressure of 2,500 psf. 2. Soft, saturated soils may be encountered at the abutment on the south side of the bridge structure. If encountered in foundation excavations, the soft material should be removed and replaced with at least 2-feet of crushed rock or recycled concrete or other approved material. 3. The footings should be provided with adequate soil cover above their bearing elevation for frost protection, unless some movement from frost heave can be OSJ•lil rpl RLR rural Kumar & Associates, Inc. NV - tolerated. Placement of foundations at least 30 inches below the exterior grade is typically used in this area. 4. The lateral resistance of a spread footing placed on the natural soils will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.30 for concrete in contact with the lean clay. Passive pressure against the sides of the footings can be calculated an equivalent fluid unit weight of 175 pcf above the water level and 120 pcf (buoyant weight) below the ground water level. The above values are working values. 5. The anticipated foundation elevation of the south abutment of the bridge appears to - be near or slightly above the water level. Therefore, it may be necessary to dewater the foundation excavation during construction.. Dewatering should be conducted by using sumps or drains located outside the footing limits and well below footing elevations to avoid loss of supporting capacity of the soils. - 6. Care should be taken when excavating the foundations to avoid disturbing the supporting materials. Excavation methods which minimize soil disturbance, such as hand excavation or careful soil removal with a backhoe positioned outside of the excavation may be required. 7. Some of the natural soils may pump or deform excessively under construction traffic as the excavations approach the ground water elevations. Construction - equipment should be selected to avoid this difficulty. The use of track -mounted construction equipment is normally recommended since tracks will exert lower --. contact pressures than pneumatic tires. The movement of vehicles over proposed foundation areas should be restricted. 8. A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement. 05-3-151 rp1 RLB renal Kumar & Associates, Inc. -7- LATERAL EARTH PRESSURES Earth retaining structures should be designed for the lateral earth pressure generated by the backfill. The lateral earth pressure acting on a wall is a function of the degree of rigidity of the retaining structure and the type of material used as backfill. Rigid earth retaining structures which are restrained from lateral deflection should be designed for the at -rest earth pressure condition. Cantilevered retaining structures capable of deflecting under the lateral loads will allow mobilization of the shear strength of the backfill. These walls may be designed for the reduced lateral earth pressure represented by the active earth pressure condition. The structural elements of the bridge structure which are laterally supported and can be expected to undergo only a limited amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 70 pcf for on - site fine-grained soils and 55 pcf for imported material meeting CDOT Class 1 structure backfill requirements. Cantilevered retaining structures which can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 50 pcf __- for on -site fine-grained soils and 36 pcf for material meeting CDOT Class 1 structure backfill requirements. These values assume drained conditions behind the walls and a horizontal backfill surface. Portions of the walls may be subject to hydrostatic pressures after construction is complete. If a drainage system is not provided to mitigate such hydrostatic pressures, the walls should be designed for undrained conditions using an equivalent fluid pressure of 95 pcf for the at -rest condition, and 85 pcf for the active condition. All retaining structures should be designed for appropriate surcharge pressures such as traffic, construction materials and equipment. Backfill should be placed in uniform lifts and compacted to at least 95% of the maximum standard Proctor density (AASHTO T-99) at a moisture content within 2 percentage points of optimum. Care should be taken not to overcompact the backfill since this could cause 05-3.151 rp1 RLS filial - Kumar & Associates, Inc. i� excessive lateral pressure on the walls. Some settlement of deep wall backfills will occur even if the material is placed correctly. WATER SOLUBLE SULFATES The concentration of water soluble sulfates measured in samples obtained from the exploratory borings was determined to range from less than 0.001 % to 0.04%. This concentration of water soluble sulfates represents a negligible degree of sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of _. negligible, positive, severe and very severe as presented in the U.S. Bureau of Reclamation Concrete Manual. Based on this information, we believe special sulfate resistant cement will not be required for concrete exposed to the on -site soils. DESIGN AND CONSTRUCTION SUPPORT SERVICES Kumar & Associates, Inc. should be retained to review the project plans and specifications for conformance with the recommendations provided .in our report. We are also available to assist the design team in preparing specifications for geotechnical aspects of the project, and performing additional studies if necessary to accommodate possible changes in the proposed construction. We recommend that Kumar & Associates, Inc. be retained to provide observation and testing services to document that the intent of this report and the requirements of the plans and specifications are being followed during construction, and to identify possible variations in subsurface conditions from those encountered in this study so that we can re- evaluate our recommendations, if needed. -- LIMITATIONS This study has been conducted in accordance with generally accepted -geotechnical engineering practices in this area for exclusive use by the client for design purposes. The 05-3.151 9x RLS Goal Kumar & Associates, Inc. -9- conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings at the locations indicated on Fig. 1, and the proposed type of construction. This report may not reflect subsurface variations that occur between the exploratory borings, and the nature and extent of variations across the site may not become evident until site grading and excavations are performed. If during construction, fill, soil, rock or water conditions appear to be different from those described herein, Kumar & Associates, Inc. should be advised at once so that a re-evaluation of the recommendations presented in this report can be made. Kumar & Associates, Inc. is not responsible for liability associated with interpretation of subsurface data by others. The scope of services for this project does not include any environmental assessment of the sites or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. RLB/mj cc: book, file 05.3-151 rpt RLR renal Kumar & Associates, Inc. N i'.o z II ig�cl� 0 jj CL x 0 r I— LJ W C/) ix .0 --- ------- ------ ------ O cy- V) V� LLJ 10 cx cx Ln rl w I d' V) < ZE OV08 MJS08d z --- ----------------- U) 13 13 0 U) (n < 06 �LIIU 13381S DIVI ----------- z & 0 uclo 0;C; — 5? v ZI 7,11110 (.),0 1333-Hid3a 7-7 t, II NII 1 1 1 1 o 1 1 1 1 1 1 1 0 O O 0 CL X 0 3:03: Pdxx�\ 0 0 0 .000 3: 0 => o ou.—. .3,0+ I z CL V) 0 Ckf wx II 0 U-1 o 0- FZ Now 8 0 CL CL ZI 3:0 3:: 0 O^ N N N m if z ai 3:10 1 z 0 Ma v .'o r4 - ",T� ,,1 0 Uou U) m II II atf cu 133J-HId3O O LEGEND TOPSOIL. FILL: SANDY LEAN CLAY, LOCALLY CONTAINS GRAVEL, DRY TO MOIST, BROWN. LEAN CLAY WITH SAND TO SANDY LEAN CLAY (CL), MEDIUM TO VERY STIFF, MOIST TO WET, BROWN TO RED BROWN. CLAYEY SAND (SC) TO CLAYEY GRAVEL (GC), MEDIUM DENSE, MOIST TO WET, BROWN TO REDDISH BROWN. SANDSTONE BEDROCK, FINE TO MEDIUM GRAINED, WEAKLY CEMENTED, HARD TO VERY HARD, MOIST, TAN. DRIVE SAMPLE, 2—INCH I.D. CALIFORNIA LINER SAMPLE. DRIVE SAMPLE, 1 3/8—INCH I.D. SPLIT SPOON SAMPLE, STANDARD PENETRATION TEST. 15/12 DRIVE SAMPLE BLOW COUNT. INDICATES THAT 15 BLOWS OF A 140—POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SAMPLER 12 INCHES. =4 DEPTH TO WATER LEVEL ENCOUNTERED AT THE TIME OF DRILLING. DEPTH AT WHICH BORING CAVED. NOTES 1. THE EXPLORATORY BORINGS WERE DRILLED ON DECEMBER 23 AND 30, 2005 WITH A 4—INCH DIAMETER CONTINUOUS FLIGHT POWER AUGER. 2. THE LOCATIONS OF THE EXPLORATORY BORINGS WERE MEASURED APPROXIMATELY BY PACING FROM FEATURES SHOWN ON THE SITE PLAN PROVIDED. 3. THE ELEVATIONS OF THE EXPLORATORY BORINGS WERE NOT MEASURED AND THE LOGS OF THE EXPLORATORY BORINGS ARE PLOTTED TO DEPTH. 4. THE EXPLORATORY BORING LOCATIONS SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD USED. 5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING LOGS REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIAL TYPES AND THE TRANSITIONS MAY BE GRADUAL. 6. GROUND WATER LEVELS SHOWN ON THE LOGS WERE MEASURED AT THE TIME AND UNDER CONDITIONS INDICATED. FLUCTUATIONS IN THE WATER LEVEL MAY OCCUR WITH TIME. 7. LABORATORY TEST RESULTS: WC = WATER CONTENT (%) (ASTM D 2216); DD = DRY DENSITY (pcf) (ASTM D 2216); +4 = PERCENTAGE RETAINED ON NO. 4 SIEVE �ASTM D 422); —200 = PERCENTAGE PASSING NO. 200 SIEVE ASTM D 1140); LL = LIQUID LIMIT (ASTM D 4318); o PI = PLASTICITY INDEX (ASTM D 4318); NP = NON —PLASTIC (ASTM D 4318); NV = NO LIQUID LIMIT VALUE (ASTM D 4318); WSS WATER SOLUBLE SULFATES (%) (AASHTO T 290); UC = UNCONFINED COMPRESSIVE STRENGTH (psf) (ASTM D 2166). 05-3-151 Kumar & Associates LEGEND AND NOTES Fig. 3 v J 1 J W 3 N 1 0 z O a 0 Ln z 0 U —2 1 1A APPLIED PRESSURE — KSF 10 100 .. 0 v J —1 J W 3 1 —2 z 0 t= Q 9 —3 0 61 z 0 U —4 —5 i i i "a t 1.0 APPLIED PRESSURE.: KSF 10 100 a 05-3-151 Kumar & Associates SWELL —CONSOLIDATION TEST RESULTS Fig. 4 SAMPLE OF: Sandy Lean Clay (CL) FROM: Boring 1 @ 4' WC = 14.9%, DID = 112.3 pcf —200 64%, LL = 33, PI = 18 1 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING SAMPLE OF: Lean Clay with Sand FROM: Boring 2 @ 4' WC = 23.5%, DO = 102.7 pcf —200 = 80%, LL = 34, PI = 17 NO MOVEMENT UPON WETTING these test rewlla apptr volt to the sampka taatad. The tasting sport ahvA t tw reproduecd, aacvpt in fW4 without the written approwl of Kumar and Aaaociatea, Ise. SwvA Canaafidation foaling paRonned in oteardanev with tiSfu 0—l3{B. SUMMARY This report presents the results of a Modified Environmental Site Assessment (M-ESA) for the proposed approximate 1.25-mile Mason Trail Project located between Laurel Street on the north and Spring Creek Road on the south adjacent to the Colorado and Southern Railroad in Fort Collins, Colorado. Any exceptions to or deletions from this assessment are discussed in Section 1.0. During our site inspection, there was no evidence of hazardous materials or petroleum products being used, stored or released within the study area or on any adjacent properties. No National Priorities List (NPL) sites, State Priorities List (SPL) sites, State Compensation and Liability Information System (CERCLIS) sites, or CERCLIS No Further Remedial Action Planned (NFRAP) sites were identified within their respective ASTM Standard radii of the subject corridor. One Resource Conservation and Recovery Act Transport, Storage or Disposal (TSD) facility subject to Corrective Actions (CORRACTS) was identified within a 1.0-mile radius of the subject corridor. There are no records of incidents or spills or evidence of soil or groundwater contamination associated with the facility; therefore, it is not expected to have impacted the subsurface of the subject site. One Federal CERCLIS site was identified within a 1.0-mile radius of the subject corridor. It is located hydrogeologically downgradient and is not expected to have impacted the subsurface of the subject site. Sixty-one Leaking Underground Storage Tank (LUST) sites were identified within a 0.5-mile radius of the subject corridor. Sixty are not expected to have impacted the subsurface of the subject site. One of the LUST sites, Total #2623 located at 221 W. Prospect Street, is listed as open and is located immediately adjacent to the subject corridor. There is evidence of elevated concentrations of BTEX and MTBE in the groundwater. This site has the potential to have impacted the subsurface of the subject site. Twenty-seven Underground Storage Tank (UST) sites were identified adjacent to the subject corridor. Nineteen were listed as LUST sites and were discussed above. The remaining eight are not listed as leaking and are not expected to have impacted the subsurface of the subject site. Fifteen RCRA generator sites were identified within a 0.5-mile radius of the subject corridor. One was listed as a CORRACTS site and was discussed above. The remaining fourteen were not listed as CORRACTS sites and are not expected to have impacted the subsurface of the subject site. One Emergency Response Notification System (ERNS) site was identified within a 0.5-mile radius of the subject corridor. The spill reportedly has been cleaned up and is not expected to have impacted the subsurface of the subject site. Kumar & Associates, Inc. J 1 J w 3 I (J z 0 a 0 to z 0 U —2 —3 —4 .1 100 1.0 APPLIED PRESSURE — KSF 10 J 2 W 3 (n I 1 Z O 2 0 J 0 (A Z O s —2 i i Lj i .1 1A APPLIED PRESSURE — KSF 10 100 05-3-151 Kumar & Associates SWELL —CONSOLIDATION TEST RESULTS Fig. 5 SAMPLE OF: Sandy Lean Clay FROM: Boring 3 ® 9' WC = 16.2%, DD = 111.0 pcf —200 = 69%, ILL = 33, PI = 19 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING I SAMPLE OF: Lean Clay with Sand FROM: Boring 4 CAA 9' WC = 10.7%, DID = 121.7 pcf —200 = 80%, ILL = 35, PI = 20 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING These tut results apply only to Na samples tasted. The testing repo J 1 J W 3 I 0 z O Q J O VI z O U —2 —3 —4 t 1.0 APPLIED PRESSURE — KSF 10 100 J D J w 3 —1 z 0 F- a � —2 J O N z 0 —3 —4 i n 1.0 APPLIED PRESSURE — KSF 10 1 TO 05-3-151 Kumar & Associates SWELL —CONSOLIDATION TEST RESULTS Fig. 6 a% SAMPLE OF: Sandy Lean Clay FROM: Boring 6 C� 9' WC = 19.0%, DO = 107.2 pcf � NO MOVEMENT UPON WETTING SAMPLE OF: Sandy Lean Clay FROM: Boring 7 @ 8' WC = 18.4%, DO = 109.8 pcf —200 = 70%, LL = 43, PI = 24 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING These test ret Its apply only to the tested. The (eating rapoR shall not De reproduced. except in full. without the written opprowl of Kumar and AssPoiplee. Inc. Snell Consolidation (soling Performed in aemManes with ASTN 0-4546. 0 100 90 80 70 60 9i 0 50 z U 40 30 20 10 0 too 90 80 70 60 a n. 50 2 U 40 6 30 20 10 0 .I STANDARD SERIES CLEAR SQUARE OPENINGS 0���� tlltlll�tt�f.� �� t��r_at�tt�tt�a�tt� t� � ��� ��� a�.ttfffffffffffffl.���tllltllllllllll��l i ������ �.���tttttlrttttttt� tt�.���ttt�tttllt�ttll��ll� Illlllt��tl�tl�el��t� Weele0l 't111111111�1111t1111111111111111.��OCI �����.�� ����.� ��!• W Im 0 10 20 30 0 40 = Ia- 50 i W 60 � 70 80 90 . .1 50 .300 1 600 1 .1 8 12.36 4.75 -- -9.5 1 .1 127 0100 .425 2.0 152 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SAND FINE COARSE GRAVEL COBBLES GRAVEL O% SAND 88% SILT AND CLAY 12% LIQUID LIMIT NV PLASTICITY INDEX NP SAMPLE OF: Sandstone Bedrock FROM: Boring 2 @ 19' Percent constituents based an AASHTO; classification based on ASTM (Unified Soil Classification System). HYDROMETERSIEVE ANALYSIS READINGS STANDARDTIME U.S. SERIES CLEAR SQUARE OPENINGS ������ ttllttl�tlltltllll�tltll.11llll�lllttllllllllll.� �������.� El �Otlf�tlll�tttttttttltl� �r•� ����.������� �� �A= �ttttttttt�I t����.�t�tt������ = -o������>•� t�t�ttf�ll�ll�����1 ���� t���t���.�l���llllllllllllf♦tlllll�t�. 11�t�al�..o�l��e��as tlrltt�tttll•II� ������.��.�������. m����i.�.���.�.��.l�.ull�l��l�..u���r•� ., 05-3-151 0 10 20 30 0 40 Z 50 W 60 � 70 80 90 100 0 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SAND FINE COARSE GRAVEL COBBLES GRAVEL 5% SAND 76% SILT AND CLAY 19% LIQUID LIMIT NV PLASTICITY INDEX NP These rest results apply only to the samples which were tested. The testing report shall not be reproduced. SAMPLE OF: Sandstone Bedrock FROM: Boring 5 @ 23' except in full, without the written approval of Kumar @ Associates, Inc. Percent constituents based on AASHTO; classification based on ASTM (Unified Sail Classification System). Sieve analysis testing is performed in accordance with AASHTO T-27 and/or T-68. Kumar & Associates GRADATION TEST RESULTS Fig. 7 N F- J D N F N W F- } W J F ma a 0 m LL J 0 } C: a D N ma O a` y00 N N U O O O� M CO C -a -0 $C C com N M Cl) N N Lo 7 C S E O y N M 0 U U m ZZ � U, U U U ULu '-,ww 0 0 da0o Y T T L N L m N m U m m .3 cc U U Y U U (DU C U C p C C O U C Ta C O U mcn 'O J U m J 'G "O J 0)~ �. N C R m T C N T T m N COT U) Q M N J N J N N N N N N N N N W � Ff)? H LL U) z N O N Odd a N lCj Z 0 U) U w N w w ap< ? O O < _j ° O O 0 3 (n v N U X ? ON Z N J Q (7 a cc w n) C: W p Q Cl ? M M Z M M Z J J wU)N> O N O) O O) O N CC) CO 00 n w QON aa_Z p Z o 00 N W O_ H OJ > C7 ^ < o u� C7 Q } ¢}� c M O n n O n N 00 FO- p Z o. N M O rn Q) _ N O N O O Q w Z p � � w 2 O w— O) W U) O N r U) O d H Z V C) O I� O W Q O 0 N N N Z U O O O O O O O O O O_ O F- en en Q 00 O O O O O O 00 0 ~ 0 0 O O O O O O O O o a rn rn rn w N rn m U p 0 J z CL 2 2 N N M It ID to (O n Q 0 N m No Text Financial Services City Of Purchasing Division 215 N. Mason St. 2nd Floor Box 580 Co Fllins 6rt Fo Fort Collins, CO 80522 970.221.6775 970.221.6707 Purchasingfcgov.com/Purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR MASON BIKE/PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS July 24, 2009 — 3:00 P.M. (OUR CLOCK) CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SECTION 00020 INVITATION TO BID Date: July 1, 2009 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on July 24, 2009, for the Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road; BID NO. 7048. If delivered, they are to be delivered to 215 North Mason Street, 2°d Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road. The project includes construction of concrete trail and crosswalk, rest area, split cedar fence, hot mix asphalt patching, and installation of pedestrian bridge. The project also includes installation of corrugated steel pipe with end sections and riprap, and native seeding. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. This is a Federal Project and the DBE Goal is 8.5%. A prebid conference and job walk with representatives of prospective Bidders will be held at 2:00 p.m., on July 8, 2009, at Conference Room 2E, 215 N. Mason, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment .of all bills and obligations arising from the performance of the Contract. Rev10/20/07 Section 00020 Page 1 SECTION 00020 INVITATION TO BID Rev10/20/07 Section 00020 Page 2 No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 50 of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. I Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall havela financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev10/20/07 Section 00020 Page 2 No Text -2- The Larimer County Department of Health and Environment (LCDHE) information was not easily ascertained, as they require a $50 fee per address to do an environmental search. We have not yet received a response from the Poudre Fire Authority. If Poudre Fire Authority information changes the conclusions of this report, an addendum letter will be issued. This assessment has revealed no evidence of recognized environmental conditions in connection with the subject corridor except for the following: Total # 2623, 221 West Prospect Drive - This LUST site was formerly a TPI Petroleum Store #4107 located on the southwest corner of Prospect Road and the Colorado & Southern Railroad intersection. This site is located immediately adjacent and hydrogeologically upgradient to the subject corridor project. The most recent groundwater -monitoring event occurred on June 14, 2005, that included sampling of thirteen of fifteen monitoring wells installed for the LUST assessment. Due to its adjacent, upgradient location and the elevated concentrations of BTEX and MTBE in the groundwater, this site has a high potential to have impacted the subsurface of the subject corridor. Kumar & Associates, Inc. SECTION 00100 INSTRUCTIONS TO BIDDERS SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct 'from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award._ The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies.of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Rev 10/20/07 Section 00100 Page 1 Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Rev10/20/07 Section 00100 Page 2 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which,. or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. Rev10/20/07 Section 00100 Page 3 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the. Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of Rev 10/20/07 Section 00100 Page 4 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications,.and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of.Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and Rev10/20/07 Section 00100 Page 5 will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. r 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. Rev 10/20/07 Section 00100 Page 6 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. Rev10/20/07 Section 00100 Page 7 OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION Rev10/20/07 Section 00100 Page 8 SECTION 00300 BID FORM -3- 1.0 INTRODUCTION This report presents the results of a Modified Environmental Site Assessment (M-ESA) Update performed for the proposed approximate 1.25 mile Mason Trail Project located between Laurel Street on the north and Spring Creek Road on the south adjacent to the Colorado and Southern Railroad in Fort Collins, Colorado. A topographic map with the project area outlined is shown on Figure 1. A listing of the documentation used to complete this study is presented in Appendix A. The study was performed in general accordance with ASTM E 1527-00, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. The purpose of the assessment was to identify potential recognized environmental conditions in connection with the property. Recognized environmental conditions, as defined in ASTM E 1527-00, means the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, ground water or surface water of the property. There were no exceptions to, or deletions from this practice for the assessment of this project corridor except that ASTM Search radii were extended as specified by Colorado Department of Transportation (CDOT) recommendations. The study was performed in general accordance with our proposal No. P-05-214 dated February 25, 2005, accepted by Felsburg, Holt and Ullevig, and was conducted in accordance with the terms and conditions noted in the agreement. A. previous report was prepared by Stewart Environmental Consultants, Inc., dated August 2003, for the portion of the corridor south of Prospect Road. Portions of the .historical information in that report were utilized for the purposes of this MESA Update. 2.0 SITE DESCRIPTION 2.1 Site Location The study area consists of an approximate 1.25-mile corridor located along the existing Colorado and Southern Railroad trending in a north -south direction between Laurel Street and Kumar & Associates, Inc. SECTION 00300 BID FORM PROJECT: Place Date 1. In compliance with your Invitation to Bid dated 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through Rev10/20/07 Section 00300 Page 1 8. BID SCHEDULE (Base Bid) Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road ITE-I NO. ITEM DESCRIPTION UNIT UA 'TITY UNIT COST TOTAL 201.00000 CLEARING AND GRUBBING LS I 202.00190 REN.IOVAL OF VIEDLAN COVER N•LATERLAL SY 26 202.00200 RENIOVAL OF SIDEWALK SY 52 102.00203 REMOVAL OF CURB .AND GUTTER LF 336 202.00220 IREIVIOVAL OF ASPHALT T%VLT SY 641 203.00010 UNCLASSIFIED EXCAVATION (CIP) CY 3.827 203.01500 BLADNG HR 16 206.00000 STRUCTURE EXCAVATION CY 94 206.00100 STRUCTURE BACKFILL (CLASS 1) CY 24 206.00200 STRUCTURE BACKFILL (CLASS _1) CY 47 20500002 EROSION LOG (12 NCH) LF 310 208.00020 SILT FENCE LF 1.900 208.00045 CONCRETE WASHOUT STRUCTURE EA 3 _108.00070 STABILIZED CONSTRUCTION ENTRANCE EA 2 208.00100 SEDPvIENT REXIOV:AL AND DISPOSAL LS 1 208.00200 EROSION CONTROL SUPERVISOR LS 1 210.00001 RESET STRUCTURE EA 2 210.04010 ADJUST 2X4ANHOLE EA 3 212.00006 SEEDING (NATI%T) AC 1.25 212.00032 SOIL CONDITIONING AC 1.25 13.00002 \4ULCHING (WEED FREE HAY) AC 1.25 213.00061 -fULCH TACKIFIER LB 250 117,00020 HERBICIDE TREATNfENTT HR 16 403.00720 HOT MLX ASPHALT (PATCHING) (ASPHALT) TON 1S5 411.10255 EN'NLSIFIIED ASPHALT (SLOW SETTING) GAL 152 412.01000 CONCRETE PAVE\•LENT (10 NCH) SY 63 420.00100 GEOTEZTLLE (EROSION CONIROL)(CLASS A) SY 243 506.00212 RIPRAP (12 NCH) CY 69 514.00200 PEDESTRLAN RAILING (STEEL) LF 35 601.03040 CONCRETE CLASS D (BRIDGE) CY 33 601.40300 STRUCTURAL CONCRETE COATING SY 50 6011.00000 REINFORCING STEEL LB 3.693 603.10180 IS NCH CORRUGATED STEEL PIPE LF 78 603.30018 18 NCH STEEL END SECTION EA 6 607.11450 FENCE SPLIT CEDAR LF 816 607.11525 FENCE (PLASTIC) LF 390 608.00006 CONCRETE SIDEWALK (6 NCH) SY 233 60S.00010 CONCRETE CURB R IMP SY 36 608.00026 CONCRETE BIKEWAY (6 NCH) SY 2.421 609.21010 CURB AN'D GUTTER TYPE 2 (I-B) LF 477 609.21020 CURB AND GUTTER TYPE 2 (II-B) LF 154 610.00030 COVER NLATERLAL (CONCRETE) SF 480 610.00050 COVER�LATERLAL (STONE) TON 1.613.00200 V%tfEDLkN1 ECTRICAL CONDUIT LF 320 620.00020 Y FACILITY" EA 1 622.00050 TION CENTER EA 1 622.00250 BENCH EA 2 622.00350 TRASH RECEPTACLE EA I 626.00000 MOBILIZATION LS 1 628.00001 BRIDGE GIRDER AND DECK UNIT (120' - 4") EA i 630.10005 ITRAFFIC CONTROL LS 1 Rev10/20/07 Section 00300 Page 2 FORCE ACCOLNT ITEJNIS 700.70010 F/A �-IINOR CONTRACT REVISION'S FA 1 $50.000.00 550.000.00 700.70016 F/A FUEL COST ADJUSTMENT FA 1 51.000.00 51.000.00 700.70021 F/A ON-THE-JOB TREE HR 0 $0.00 $0.00 700.70023 F/A OJT COLORADO TRaLNTNG PROGR-,,\-I FA 1 S300.00 5300.00 700.70035 F/A EROSION CON IROL FA I S5.000.00 55.000.00 700.70042 F/A RAILROAD FLAGGING FA 1 55.600.00 S5.600.00 700.70310 F/A LANDSCAPLNG FA 1 51.000M 51.000.00 700.70589 F/A ENVIRONMENTAL HEALTH R SAFETY MANAGEVENT FA 1 $10.000.00 S10.000.00 TOT A.L COST S TOT ill, IN «` ORDS . Rev10/20/07 Section 00300 Page 3 FORCE ACCOUNT ITEMS 700.70010 F/A A-I1NOR CONTRACT REVISIONS FA 1 $50.000.00 $50.000.00 700.70016 F/AFUEL COSTADJUSTNIIEN'T FA 1 $1.000.00 S1.000.00 700.70021 F/A ON-THE-JOB TRANEE HR 0 $0.00 $0.00 700.70023 F/A OJT COLOR -ADO TRALqrNG PROGRAN-4 FA 1 S300.00 $300.00 700.70038 F/A EROSION CONTROL FA I S5,000.00 S5.000A0 700. 70042 F/A RAILROAD FLAGGNG FA 1 $5.600.00 S5.600.00 700.70310 F/A LAB DSCAPLNG FA 1 $1.000.00 S 1.000.00 700.70589 F/A ENWRONNIENTAL HEALTH R SAFETY N NAGEMENT FA I $10.000.00 S 10.000.00 TOTAL COST s TOTAL IN WORDS CONTRACTOR MUST TURN IN CDOT FORM 606 AND 714 WITH BID Rev 10/20/07 Section 00300 Page 3 No Text 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email Date Rev10/20/07 Section 00300 Page 4 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 Rev 10/20/07 Section 00410 Page 1 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. Rev10/20/07 Section 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20_, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Name• Address: By: Title: ATTEST: By: PRINCIPAL (SEAL) SURETY By: Title: (SEAL) Rev10/20/07 Section 00410 Page 3 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in.the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have your ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. Rev10/20/07 Section 00420 Page 1 -4- the Spring Creek underpass located approximately 0.3 miles south of Prospect Road. The subject corridor is located in the northeast and southeast quarters of Section 14 and the northeast quarter of Section 23, Township 7 North and Range 69 West of the Sixth Principal Meridian in Larimer County, Colorado. The northern approximate '/2 of the corridor trends along the eastern portion of the CSU campus from Laurel Street on the north to Lake Street. South of Lake Street, the subject corridor trends mostly through residential and commercial development. 2.2 General Proiect Description The purpose of the project is to provide a pedestrian/bike trail that connects the southern campus of Colorado State University (CSU) to the northern campus. 2.3 Topographv The ground surface elevation of the study area slopes generally to the east and southeast. The surface elevation ranges between approximately 4995 feet above mean sea level on the north end of the corridor to 5000 feet above mean sea level on the south end of the corridor. The study area is relatively flat with a regional slope down to the east throughout the corridor. 2.4 Geology and Hvdrogeology Spring Creek is located at the south end of the corridor and flows from the west to the east in this area. Based on surface topography and subsurface conditions expected in the area, surface water runoff as well as shallow, unconfined ground water in the project area is expected to flow generally to the east with the surface topography gradient and with the flow of Spring Creek. Adjacent or general vicinity facilities identified with surface and/or subsurface contaminant releases significant enough to impact ground water would have the greatest potential of impacting the subject corridor if located hydrogeologically upgradient or west of the subject corridor. It is noted that groundwater flow directions can be influenced by factors such as underground structures, seasonal fluctuations, soil and bedrock geology and other factors beyond the scope of this study. Kumar & Associates, Inc. 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? 19. Do you anticipate subcontracting Work under Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time?_ IF yes, DETAIL Rev10/20/07 Section 00420 Page 2 What this 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at this day of Name of Bidder By: Title: State of County of 20 being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission expires Rev10/20/07 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated , 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road. The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by 20 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. By: City of. Fort Collins OWNER James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road. ARTICLE 2. ENGINEER The Project has been designed by Felsburg Holt & Ullevig, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within One Hundred Twenty (120) calendar days after the date when the Contract Times commence to run as; provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within One Hundred Twenty Seven (127) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Section 00520 Page 1 One Thousand Eighty Six Dollars ($1,086.00) for each calendar day or fraction thereof that expires after the One Hundred Twenty (120) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, One Thousand Eighty Six Dollars ($1,086.00) for each calendar day or fraction thereof that expires after the seven(7) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. Section 00520 Page 2 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. Section 00520 Page 3 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: INDEX OF SHEETS SHEET NO. DWG. NO. DESCRIPTION 1 T-1 COVER SHEET 2 SP-1 STANDARD PLANS LIST 3-4 GN-1 to GN-2 PROJECT GENERAL NOTES 5-7 SQ-1 to SO-3 SUMMARY OF APPROXIMATE QUANTITIES 8 SE-1 SUMMARY OF EARTHWORK 9 RT-1 TABULATION OF REMOVALS 10 ST-1 TABULATION OF SURFACING 11 CGT-1 TABULATION OF CURB AND GUTTER .12 CR-1 TABULATION OF FENCING 13 TY-1 TRAIL TYPICAL SECTION 14 FD-1 FENCE DETAIL 15 - 19 B-1 to B-5 IPEDESTRIAN BRIDGE Section 00520 Page 4 20 - 24 TPLN-1 TO TPLN-5 TRAIL PLANS (SPRING CREEK to PROSPECT ROAD) 25 - 26 TDET-1 to TDET-2 BAY FARM ROAD INTERSECTION DETAILS 27 - 28 TDET-3 to TDET-4 PROSPECT ROAD INTERSECTION DETAILS 29 - 32 TPRO-1 to TPRO4 TRAIL PROFILE (SPRING CREEK TO PROSPECT ROAD) 33 - 38 XSEC-1 to XSEC-6 TRAIL CROSS SECTIONS (SPRING CREEK TO PROSPECT ROAD) 39 - 41 LSS-1 to LSS-3 TRAIL SIGNING AND STRIPING (SPRING CREEK to PROSPECT ROAD) 42 - 43 LS-1 to LS-2 TRAIL REST AREA 44 PMT-1 TABULATION OF PAVEMENT MARKING 45 SGNT-1 TABULATION OF SIGNS 46 - 48 TS-1 to TS-3 TRAFFIC SIGNAL (PROSPECT ROAD) 49 - 50 PRSS-1 to PRSS-2 PROSPECT ROAD SIGNING AND STRIPING 51 DT-1 TABULATION OF STORM DRAIN SYSTEM 52 DD-1 DRAINAGE DETAILS 53 - 55 SW-1 to SW-3 STORM WATER MANAGEMENT PLAN 56 - 60 DR-1 to DR-5 DRAINAGE / GRADING / EROSION CONTROL (SPRING CREEK) 61 - 62 DP-1 to DP-2 DRAINAGE PROFILES (SPRING CREEK) 1 - 13 RIGHT-OF-WAY PLANS (FOR INFORMATION ONLY) The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. Section 00520 Page 5 WE 2.5 Site History A review of previous reports, aerial photographs, historical 7.5-minute United States Geological Survey (USGS) maps, and the CSU website was accomplished to evaluate the past uses of the subject corridor. These historical resources are summarized below: 2.5.1 Fort Collins, CO 7.5-minute USGS Quadrangle Maps 1960 The majority of the buildings located on the CSU campus were present in 1960. From north to south on the west side of Mason Street in 1960 there was the Industrial Sciences Lab building, Occupational Therapy building, Gibbons Building, Heating Plant, Johnson Hall, Chiller Building, Administration Annex, Student Services building, Military Annex, Motor Pool building, and two Microwave Tower buildings between Laurel Street and Lake Street. On the east side of Mason Street in 1960 there was the Admissions Office and the College Avenue Gym and Field House, and an oval track located offset to the north of the existing Jack Christiansen Memorial Track. There was no visible development along the railroad tracks between Lake Street and Spring Creek Road. There was residential development on the east side of College Avenue from the northern extent to the southern extent of the subject corridor in 1960. 1960 photorevised 1984 Numerous commercial buildings and additional CSU buildings were constructed between 1960 and 1980. Sage Hall, Alder Hall, Vocational Education building, another microwave tower building and the central receiving building were all constructed along Mason Street on the CSU Campus. The commercial buildings on the northwest, southwest and southeast corners of Prospect Road and the railroad tracks were all constructed between 1960 and 1984. The majority of the commercial businesses along the east side of the corridor accessed by College Avenue were constructed at this time as well. 2.5.2 Previous Reports Phase l ESA, C.J. Streit Property, Stewart Environmental Consultants, Inc., 1995 K +A reviewed portions of a 1995 Phase I ESA performed .by Stewart Environmental at the former Public Service of Colorado (PSCo) site on the northeast corner of Prospect Road and the Colorado and Southern Railroad. According to this report, an interview with a former CSU 05-1J25.r"M Kumar & Associates, Inc. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. Section 00520 Page 6 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING .AND RISK MANAGEMENT Date: Attest: City Clerk By: Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 LICENSE NO.: Approved as to Form Assistant City Attorney Section 00520 Page 7 SECTION 00530 NOTICE TO PROCEED Description of Work: 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road To. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of . , 20 The dates for Substantial Completion and Final Acceptance shall be 20 and 20 , respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 CONTRACTOR: By: Title: Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW-ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. Rev 10/20/07 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 . IN PRESENCE OF: Principal (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) (Title) (Address) Other Partners By: By: Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev 10/20/07 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. Rev10/20/07 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 . IN PRESENCE OF: Principal By: (Title) (Address) (Corporate Seal) IN PRESENCE OF: Other Partners IN PRESENCE OF: Surety By: By: (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev10/20/07 Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev10/20/07 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: Citv of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE REMARKS: Rev 10/20/07 Section 00635 Page 1 DATE sm employee reported that the substation located on this site provided power to the CSU campus from the 1930s until the early 1950s. The interview also revealed that the site utilized oil - filled transformers that likely contained poly -chlorinated biphenyls (PCBs) and that at the time of its operation spills/releases were common and discharge of oil to the environment was not illegal. Two groundwater and subsurface soil sampling events occurred between 1995 and 1996. The . conclusions of these sampling events indicated that the groundwater beneath the PSCo site is not contaminated with PCBs and that trace levels of PCB contamination at the site appeared to be confined to the soil and were below the regulatory action level. Hazardous Materials Technical Report, Stewart Environmental Consultants, Inc., August 2003 K+A reviewed the Hazardous Materials Technical Report for the Proposed Mason Street Corridor Project from Prospect Road to Harmony Road. The report included the southern portion of the subject corridor project south of Prospect Road to Spring Creek Road. The 2003 report indicated that review of the Fort Collins Quadrangle map from 1923 showed the railroad in place and identified as the Colorado and Southern Railroad. No other structures were present at that time. Aerial photographs were also reviewed as part of the 2003 report. A 1974 aerial photograph indicated a service station (Gas -a -Mat) present on the southwest corner of Prospect Road and the railroad tracks (present day Total LUST site discussed in Section 3.2) and the Colorado Division of Wildlife building further west. Also in 1974 on the east side of the railroad tracks accessed from College Avenue from north to south there was the Fox Theater, Prospector Shopping Plaza with Safeway, Johnson Mobile Home Park, Johnson Drive, Mobile homes south of Johnson Park, unidentified commercial development, irrigation ditch, University Mall, K-Mart building. There was little change reported in the 1981 and 1987 aerial photographs other than a tank -like structure on the west side of the corridor on the north side of the irrigation ditch at the southern extent of the subject corridor project. Historical street directories indicate that the former Johnson Mobile Home Park, retail operations, motels, residential, and service stations extended south of Prospect Road '/2 mile accessed from College Avenue during the 1940s. n& I-A24 M mmb Kumar & Associates, Inc. SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: You are hereby notified that on the day of Fort Collins, Colorado, has accepted for the City of Fort Collins project, 7048 Sprina Creek to Prospect Road. W1111 20_, the City of the Work completed by Mason Bike/Pedestrian Trail - A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to Documents which are dated , 20 the terms of the Contract In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20 Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: Rev10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT:7048 Mason Bike/Pedestrian Trail - Sprinq Creek to Prospect Road 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. Rev 10/20/07 Section 00650 Page 1 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may 'be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20 by Witness my hand and official seal. My Commission Expires: Notary Public 20 Rev10/20/07 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev 10/20/07 Section 00660 Page 1 SECTION 00670 Section 00670 Page 1 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) D] DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - e CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax Number. Business telephone number: Colorado withholding tax account number: pies of contract^or agreement 'pag6s (1)):ideniiNIhg the contiactmg parties EXEMPTION INFORMATION and (2) containing sJgnatures'of contracting parties must be attached _., :., . Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: 1 declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Section 00670 Page 2 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 3 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL, CONDITIONS have been developed by using the STANDARD GENERAL. CONDITIONS Or THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1996 Edition), as a base. Changes to that document are shown by underlining text that has been added and striking through text that has been deleted. EJCDC GEN ERAI.. CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number &Title TABLE OF CONTENTS OF GENERAL. CONDITIONS Page Article or Paragraph Number Number & "Title DEFINITIONS...................................................... I 1.1 Addenda.............................................I 1.2 Agreement..........................................1 1.3 Application for Payment....................„.1. 1.4 Asbestos .............................................. 1 1.5 Bid.....................................................I 1.6 Bidding Documents ............. .._............. I 1.7 Bidding Requirements ......................... 1.3 Ninds.................................................1 1.9 Change Order ...... ................................ I LIQ Contract Documents_ ...... ......._.._..,.....I. 1.11 Contract Price...............„.,_,,,-_„.,_,_-,,,,.1 1.12 Contract Times....................................I 1.13 CONTRACTOR .................................. 1 1.14 defective.............................................1 1.15 Drawings ............................................ 1.16 Fftcctive Date of the Agrccmcnt............ 1 1.17 ENGINEER.........................................1 LIS ENGINEER'sConsultant ....................... I 1.19 Field Order..........................................I 1.20 General Requirements,,,, ,,,,,,,,,,,,,,,,,2 1.21 Flaznrdous Waste ................................. 2 1.22.a Laws and Regulations; Laws or Regulations, ..... ............................ 1.22.b Legal Holidays .................................... 2 1.23 Liens ........ .................. I ..............I ........ 1.24 Nfilestone ............................................. 2 1?5 Notice of Award 1.26 Notice to Proceed 1.27 OWNER ..............................................=' 1.23 Partial Utilization 1.29 PCBs .................... ...........................= 1.30 Petroleum...........................................i 1.31 Project .............................. 1.32.a Radioactive 14fatcrial ............................ .71 1.32.b Regular Working Hours,,,,,,.II 1.33 ............. Resident Project Representative......--.... 1.34 Samples_ .......... .......... --- .............? 1.35 Shop Drawings ................... ................. 2 1.36 Specifications.....................................3 1,37 Subcontractor......................................2 1.38 Substantial Completion ......................2 1.39 Supplementary Conditions,,,,,,,,,,,,,,,,,,,^_ 1.40 Supplier.,.._ 1.41 ..................... Underground Facilities ......... .............:_3 1.42 Unit Price Work, .................................. 3 1.43 Work..................................................3 1.44 Work Change Directive .......................3 1.45 Written Amendment .............................. 3 Page Number 2. PRELIVINARY LtC\TTERS 3 2.1 Delivery of Bonds ............................ 3 2.2 Copies of DocumcnLS ........................ 2.3 Commencement of Contract Times; Notice to Proceed .......... -..--.3 2.4 Starting the Work ............ .... .-........ 3 2.5-2.7 :I Before Starting Construction; CONI'RICTOR's Responsibility to Report; Preliminary Schediles; Delivery of Certificates of Insurance......... - ...................3-4 2.5 Preconstruction Conference 4 2:9 Initially Acceptable Schedules- 3. CONTRACT DOCUMENTS: INTENT, A,V(FNDING, REUSE ........................ .................. 4 3.1-3.^_ Intent 4 3.3 Reference to Standards and Speci- fications of Technical Societies; Reporting and Resolving Dis- cre pane ies................................. 4-5 3.4 Intent of Certain Terms or Adjectives ................. ............. ....... 5 3.5 Amending Contract Docunents......... 5 3.6 Supplementing Contract Documents ................................... 3.7 Reuse of Documents 4. AVAILABILITY OF LANDS; SUBSURFACE A.ND PHYSICAL CONDITIONS; REFERENCE POINTS ......................................... 5 4.1 Availability of Lands .......... ...........5-6 4.2 Subsurface and Physical Conditions 6 4.2.1 Reports and Drawings......................p 4:2.2 Limited Reliance by (:ON'I'RAC- TORAuthorized: Technical Data...................................,........ 6 4.2.3 Notice of Differing Subsurface or Physical Conditions ................. _. 5 4.2.4 F.NGTiNF,ER's Review ........................ 6 4,2.5 Possible Contract Documents Change 4.2.6 Possible Price and Times Adjustments........ _.....................6-7 4.3 Physical Conditions --Underground Facilities ....................................... 7 4.3.1 Shown or Indicated ..........................] 4.3.2 Not Shown or Indicated ...............7 7 4.4 Reference Points................................ E1CI3C GENERAL CONDITIONS 1910.3 (1990 EDCIION) wl G1TY OF FORT COLLINS MODIFICATION'S (REV 9199) -7- One Sanborn Fire Insurance Map was identified from 1961. The map indicates that no fuel storage tanks were located at the former Johnson Trailer Park and that there were service stations at the southeast corner of Prospect and College and the northeast and southeast corners of Stuart and College. 2.5.3 Other Historical Information CSU Website According to the CSU website, www.colostate.edu, the first structure was completed on the campus in the 1870s and the school was operated originally as the Agricultural College of Colorado. The campus has continued to grow from the 1800s until present with additional facilities and buildings being constructed regularly as the need persisted. 2.6 Site Observations A site visit was conducted by Mr. Derek Bowman with Kumar & Associates, Inc., on August 18, 2005. The weather during the site inspection was sunny and warm. The site inspection was conducted by driving the subject corridor along the Southern & Colorado Railroad and walking sites of. particular interest, i.e. open leaking underground storage tank sites. It included visually inspecting the adjoining properties and surrounding areas. Site and vicinity observations are summarized below and depicted on Figure 2. Site photographs are shown on Figures 3,4, and 5. A qualifications summary for Mr. Bowman is included in Appendix D. At the time of our visit, the subject corridor was developed with the Colorado and Southern Railroad and Mason Street, north of Pitkin Street. The subject corridor was approximately 1.25 miles trending in a north/south direction from Laurel Street on the north to approximately 0.3 miles south of Prospect Road on the south. The majority of the corridor was bordered by residential and commercial development along the southern '/: and Colorado State University (CSU) along the north end. The corridor site visit will be discussed by separating the corridor between major roadways from north to south as follows: Laurel Street to University Avenue (approximately 0.3 mile); The subject corridor was developed with paved Mason Street and the Colorado and Southern Railroad. The railroad trended down the center of Mason Street from Laurel Street to Old Main 05.1-425.MAmb - Kumar & Associates, Inc. Article or Paragraph Page Article or Paragraph Page Number & Title Number Numher & T i t I c Numhcr 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material......., 7-S ............. 5. PONDS AND INSURAN "F. ................................. S 5.1-5.2 Performance. Payment and Other Bonds ............................................... 8 5.3 Licensed Sureties and Insurers; Certificates of Insurance, ................... S 5.4 CONTRAcrows kiahility Insurance .......................................... 9 5.5 OWNER's Liability Insurance 9 5.6 Property Insurance ..........................9-10 5.7 Boiler and Machinery or Addi- tional Property Insurance..................10 5.8 Notice of Cancellation Provision IQ 5.9 CONTRACTOR's Responsibility for Deductible amounts .................... 10 ;.I11 Other SpecialInsurance ......................IO 5.11 Waiver of Rights ... ................ ............. I t 5.12-5.13 Receipt and Application of Insurance Proceeds ...................... 10-11 5.14 Acceptance of Bonds and Insu- ance; Option to Replace....................11 5.15 Partial Utilization --Property Insurance .............:.......................... 11 6. CONTRACTOR'S RF.SP0NSIBILITIF;S 11 6.1-6.2 Supervision and Superintendence., ..... 11 6.3-6.5 labor, Materials and I quipment_. 11-12 6.6 Progress Schedule 12 6.7 Substitutes and "Or -Equal" Items; C(_)1gTR:1CTOR's Expense; Substitute Construction \Methods or Procedures; E4NGINFRk's Evaluntion ............. 12-13 6.8-6.1l Concerning Subcontractors. Suppliers and Others: Waiver of Rights ......................... l 3-14 6.12 Patent Fees and Royalties...................J4 6.13 Permits ................ _..........................,14 6.14 Laws and Regulations, ....................... 14 6.15 Taxes ........................................... 14-15 6.16 Use of Premises ................................. 15 6.17 Site Cleanliness ................................ l 6.18 Safe Structural Load ing15 6.19 Record Documents .............................. 15 6.20 Safety and Protection,,,,,,,,,,,,,,,,,,,, 15-16 6.21 Safety Representative .........................16 6.22 Hazard Communication Programs 16 6.23 Emergencies.....................................16 6.24 Shop Drawings and Samples..............16 6.25 Submittal Proceedures: CON- TRACTOR's Review Prior to Shop Drawing or Sample Submittal 16 6.26 Shop Drawing x: Sample Submit- tals Review by ENGINEER_„-.,16-17 6.27 Responsibility for Variations From Contract Documents 17 6._3 Related Work Performed Prior to FNGINEFR's Review and Approval of Required Submittals............ _.......17 6-29 Continuing the Work......................17 6.30 CONTR.ZTOR's General Warranty and Guarantee,-......,.. _..17 6.31-6.33 Indemnification 17-1S 6.34 Survival of Obligations..................IS 7. OTIIE-R WORK ................................_............... is 7.1-7:3 Related Work at Site„_,,,,,,--„•__.,.,,, l3 7.4 Coordination 1S S. OWNTER'S RFSPONSIBII.,ITIF.S .......................... 1 S S.I Communications to CON- TRACTOR ................................. is S. Replacement of ENGINEER ............ I S 83 Furnish Data andPay Promptly When Due 1S 8.4 Lands and Easements, Reports and Tests 18-19 8.5 Insurance. ... _._ .............. ........... 19 8.6 Change Orders......... I ... ......... ....... ... 19 8.7 Inspections, Tests and 'approvals...... I............................19 8.8 Stop or Suspend Work; Terminate CONTRACTOR's Services ......................................19 8.9 Limitations on OWNER'S Responsibilities ............................19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive tMaterial-..-_---_.._._; _19 8.11 Evidence of Finance) Arrangements ....................... 9 9, ENGINEER'S STATUS DURNG CONSTRUCTION ..................................... _......19 9.1 OWNF R's Representative . ............ 19 9.2 Visits to Site .................................. 19 9.3 Project Representative, .............. 19-21 9.4 Clarifications and Interpre- tations.........................................2I 9.5 Authorized Variations in lhrk 2l LICDC OLNERAL CONDITIONS 1910-3 (1990 EDITION) wt CITY OF FORT COLLINS MODIFICATfONS tREV 9/99) Article or Paragraph Page Article or Paragraph Paec Number & Title Number Number &-Title Number 9.6 Rejecting Dej�crive Work... . ............... 21 13.8-13.9 Uncovering Work at ENGI- 9.7-9.9 Shop Drawings, Change Orders Request,_,.,-,_,,..,,,,.,,, 27-2- 8 and Payments ....................................21 13.10 OWNER May Stop the Work. I ......... 28 9.10 Determinati(ns for Unit Prices 21-22 13.11 Correction or Removal of 9.11-9:12 Decisions on Disputes; EN(H- Defective Work ...........................28 NEER as Initial Interpreter ..............22 13.12 Correction Period ... - ...................... 2�8 9.13 Limitations on L--1\TGIN-EEWs 13.13 Acceptance offlejeclive Work ......... 28 Authority and Responsibilities,,., 22-23 1114 CAN INIER May Correct De ective Work_ ........................... 28-2() CHANGES IN THE, WORK ... ...... _23 10.1 OWNFR's Ordered Chan ge ............. �7 __3 14. PAYNIENTSI-o cotaR.4,cToR AND 10.2 Claim for Adjustment-_..........._..._, 3 COIMPLETION .... ...... _ ... .... _ ................... 29 10.3 Work Not Required by Contract 14.1 Schedule of Values_ ........ Dmuments- ........ - ....................... 23 14.2 Application for Progress 10.4 Change Orders.._._.........., Paym ent . ............. ............. ....... .29 10.5 Notification of Suretv 23 143 CONTRACTOR's Warrantv of Title 19 CHANGE OF CONTRACT PRICE. -......I ................... 23 14.4-14.7 Review of Applications for 111-11.3 Contract Price-, Claim for Progress Payments ................... 29-30 Adjustment-, Value of 14.8-14.9 Substantial Completion ...... ............. 30 the Work...._................ -23-24 14. 10 Partial Utilization ­ ...... ­ ' ­ .... . 30-31 11A Cost of the Work ........................... 24-25 14.11 Final Inspection ................. ...... 31 11.5 Exclusions to Cost of the Work .......... 412 Final Application for Payment ........ 31 11A CONTRACTOR', Fee._--... 14. 13-14.14 Final Payment and Acceptance 31 11.7 Cost Recorc6 14.15 Waiver of Claims 1-32 It's Cash AllowaRces......:.......................„_6 11,9 Unit Price Work.. _............................26 26, is. St SPE\SioN OF WORK AND TRW\41NATION .... ........... 32 CHANGE OF CONTRACT TIMES ............................ 16 15.1 OWNER May Suspend Work. ......... 32 12.1 Claim for Adjustment......._.........._... _6 15.2-15.4 OWNER May Tcrininate, ------ .... 32 1 Time of the Essence ......... ... - .... 1. . I - I ... 26 15.5 CONTRACTOR May Stop 12.3 Delays Beyond CONTRACTORS Work or Terminate ........... ...... 32-33 Control,., ...... ...... ...... ;.. I ..... ... 1.120-27 12.4 Delays Beyond OWNFR!s and 16DISPUTE RFSOLUTION .................................. CONTRACTOR's Control '7 17, MISCELLANEOUS 33 TESTS AND INSPECTIONS, CORRECTION. 17.1 Giving Notice... ..... ......... -- ... _33 REMOVAL OR ACCEP'rANcE OF 17. 2 Computation ofTimes,,,,,,,,,,,,,,_.,,, 33 DE1-,EC77VE WORK -­ ­* .. ................ * ...................... 1-7 17.3 -Notice of Claim " ............... .... --33. 13-1 Notice of TDefects ..................... 27 IT4 : Cumulative Remedies 33 13-2 Access to the Work ')7 17.5 Professional Fees and Court 113 Tests and lnspcctions; Costs Included ..... 33 CONTRACTORs Cooperation .......... 27 17.6 Applicable State Laws ..... - .... 33-34 13.4 OWNERs Responsibilities; Intentionally left blank,-,.,_,,,..._ .. ............ 35 Independent Testing Laboratory, ....... 27 13.5 CONTRACTORs EXMIT GC -A: (Optional) Responsibilities.._-.__..*-1- ............. -)7 Dispute Resolution Agreement .... ............ _.GC -AI 13.6-13.7 Covering Work Prior to ln.,;pcc- 16 1- 16.6 Arbitration ....... GC -Al tion, Testing or Approval.................27 16.7 Mediation............................... GC :Al iv EJCDC GENERA(. CONDITIONS 1910-8 (1990 EDITION) %V1 CITY OF FORT COLLINS MODIFICATIONS (RFV 9/991 INDEX TO GFNERAL. CONDITIONS City of Fort Coil ins modifications to the (General Conditions of the Construction Contract are not shown in this index Article or Paragraph No m ber Acceptance of Bonds and insurance 5.14 defective Work............................10.4.1, 13.5, 13.13 final payment, --- .................--...._... )A-) 14.15 insurance..- 5,14 other Work, by CONTRACTOR ...... ............... .----- 7 3 Substitutes and "Or -Equal" Items ,,,,,,,,,,,,,,,,,_„jF.7.1 Work by MVNER ............ ......... .......... .'. 5, ti 30, 6,34 Access to the -- Lands, OWNER, andCON'rRAC'I'OR responsibilities ............................................. 4. l site, related Work,..... --- ---- ---­------------ ­...........7.2 Work, .. .............. ........ .........:....13:2, __ 13.14. 14.9 Acts or Omissions--, Acts and Omissions -- CONTRACTOR ............................._..,.6.9.1, 9.13.3 ENGINEER, ................. 6,20, 9.13.3 OWNER................................................... 6.20, 8.9 Addenda --definition of (also see definition of Specifications) .... ,,..(1.6. L 10, 6.19), 1.1 Additional Property Insurances ...............................„ 5.7 Adjustments -- Contract Price or Contract Times ........................ .... 1.5, 3.5. 4.1. 4.3.2, 4.5.2, _..._...... ,. .4.5.3, 9.4, 9.5, 10.2-10.4, ........................ .... .....:..11, 12, 14.8, 15.1 progress schadul�,...._..................................._.. G.6 :agreement -- definition of......................................:...............I-� "All -Risk" Insurance, policy form.::..........:..............'.6,2 Allowances. Cash ..... ........................... ..........:.........I1.8 Amendine Contract Documents ................................ 3.5 Amendment, Written -- in general._------------1.1O, 1.45, 3.5, S.IO, 5.12, 6.6.2 ........... .......G.S.2, 6.19, 10.1, 10.4, 11.2 ...... 12.1, 13.12.2, 14.7.2 Appeal, MVN1 'GR or CONTRACTOR intent to..........................9,10, 9.11, 10.4, 16?, 16.5 Application for Payment -- definition of 1.3 ENGiINFER's Responsibility, .......... ................... 9.9 final payment_.-...,_,.,...,.9.1.3.4, 9.13.5, 14,12-14.15 in general ..........................'.S, ^_-9, 5.6.4, 9.10, 15.5 progress payment,._ ...:............................. 14.1-14.7 review of . _..._.................................... _...:14.4-14.7 Arbitration .... .................................................. 16.1-16.6 Asbestos -- claims pursuant thereto...........................4.5,2, 4 - 5 , 3 CONTRACTOR authorized to stop Work ...... ..,.3.5.2 definition of ....................................................... I.A Article or Paragraph Number OWNER responsibility for....., possible price and times change ........................4.5.2 Authorized Variations in Work..,.,.., .... 3.6. 6.25. 6.27, 9.5 Availability of Lands .......... ..... __._.... .,.,_,__...... 4.1, S.4 Award, Notice of --defined..., ............ ....... ...._..-..::.... i?; Before Starting Construction ..............................:.5-2.8 F3id--definition of ..................... I. 5 0.1, 1,10, 2.3, 3.3, ------------------ 41 2.6.4, 6.13, 11.4.3, 11.9,1) Blddln�u, Documents —definition of_.._.............._.__.,.....,_.,.,-.,,1.6(6.5.2) Bidding Requirements --definition of...................................1.7 (I..l, 4.2.6.2) Bonds -- acceptance of... .... __.._..__ ...............5.14 additional bonds.........._......................10.5. 11.4.5.9 Cost of the Work 11.5.4 definition of., _.......... _.........................1.8 delivery of....................................................2.1, 5.1 final Application for Payment__,.. ------ _.... 14,12-14.14 general.......................................I.10, 5.1-5.3, 5,13, _........................... 9.13. 10.5. 14.7.6 Performance, Payment and Other ...... ._,........ .i.1-5:2 Bonds and Insurance --in general ................................ 5 Builder's risk "all-risk" policy Lorin ..... ................ -5.6.22 Cancellation I''rovisions, Insurance-_: 5.4.11, 5.8, 5.15 Cash Allowances .............................. ...................... . 11.8 Certificate of Substantial Completion,,.1.35, 6.30.2.3. 14.3, 14.10 Certificates of Inspection ...................(1:13.4, 13.5, 14.12 Certificates of Insurance_.. --- __..2.7, 5.3. SAA 1, 5.4.13, __._.._...........5.6.5, 5,8, 5,.14, 9.13.4, 14.-12 Change in Contract Price-- Cash Allowances..............._.........,....................11.8 claim for price adjustment.............4. I, 4 2.6, 4.5, 5.15, 6.8.2. 9.4 ..... .__.... ...... .5, 9.11, 1O.2, 10.5, 11.2, 13.9. ........................13.13, 13.i4, 14.7, 151, 15.5 CONTRACTOR's fee ...........................I.............11.6 Cost of the Work general..............................................I1.4-11.7 Exclusions to ..........................................._..11.5 Cost Records.--........_.-......._ ................... .. _ ,11.7 in general .............. 1,i9, 1.44, 9.11,.i0.4:2, 10.4.3, 11 Lump Sum Pricing,,,,,,,,,,,,,,,,,, ........................ 11.3.2 Notification of Surety ..... .................. ..................l ).5 Scope of,.. .......... ............. ........ ...... 10.3-10.4 Testing and Inspection. Uncovering the Work .................................. 13.9 E1CDC. GENERAL CONDITIONS 1910-5 (1990 EDITION) svt CITY OF FORT C011INS MODiFtCATIONS (REV 9199) Unit Price Work 11.9 Article or Paragraph Number Value of Work j 1.3 Change in Contract Times -- Claim for times adjustment ......... 4, 1, 4.2.6, 4. 5, 5. 15, 6.8.2.9.4. 9.5. 9.11. 10.2. 10.5. 12.1. .......... ­13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Contractual time limits ....... I ............................. Delays beyond CON1TRAC'TOR!s contro I ........................................................12.3 Delays heyond OWNER'S and CONTRACTOKs control 12.4 Notification of surety .......... .............................. 10.5 Scope of change ................................... I .... 10.3-10.4 Change Orders -- Acceptance ofDefeetive Work ..........................13.13 Amending Contract Documents ................. I .......... 3.5 Cash Allowances., ........ I ........ ............. .......... 11.8 Change of Contract Price ........... ......................... I I Change of Contract Times ................................... I -Y Changes in the Work ........... ............................. I CONTRACTOR's fee 11.6 Cost of the Work 11.4-11.7 Cost Records 11.7 definition of 1.9 emergencies, ... .............................. .......... _ 6.23 ENGINEERs responsibility ....... 9.8, 10.4, 11.2, 12.1 execution o( ..................................................... jO.4 fridemnifictior ,I ......................... 6. 12, 6.16, 6,31-6.33 Insurance, Bonds and 5. 1 (", .5.13, 10.5 OWNER may terminate .............. I ............ _11.5.2-15.4 OWNERs Responsibility ............................. $.6. 10.4 Physical Conditions -- Subsurface and 4.2 Underground Facilities-- ................... I ......... 4.3.2 Record Documents..,, ................. .................... _6.19 Scope of Chang,; . ........ ............................. 10.3-10.4 Substitutes ... .......... ...... ................... 6.7.3. 6.8. 2 Unit Price Work 11.9 value of Work, covered by .................................11.3 Changes in the Work., ............... * ..... .......... . * .......... 10 Notification of surety ..... ........... ....................... 10.3 6YVNTERs and CONTRACTOR!s responsibilities .............................................10.4 Right toanadjLISLMent.............. I ............. .... ­... 10. 2 Scope of change ............. .......................... 10.3-10.4 Claims -- against CONTRACTOR....................................6.16 against EINGFNEER .......................................... 6.32 against OWNP.R ...............................................6..32 Change of Contract Price ............................ 9.4, 11.2 Change of Ccntract Times ... ................ ...... 9.4, 12.1 CONITRACTORs. ............ 4, 7.1. 9A, 9.5, 9.11. 10,2, ........ .................. 11.2, 11.9, 12.1, 13.9, 14.8, 15.1, 15.5. 17.3 CONTRACTOR!- Fee 11.6 Article or Paragraph Number CONTRACTOR!s liability ........... 5, 4, 6.1Z 6. 16, 6.31 Cost of the Work 11 A, 111.5 1.5 Decisions on Disputes ................... 9,11, 9.12 Dispute Resolution .... *""­... *... * ..... I ...... ........ j6.1 Dispute Resolution Agreement ................... 16-1-16.6 ENGINTE ER as initial interpretor ........................ 9-11 Lump Sum Pricing .......................................... 11.3.2 Notice of 1.73 OWNEWs .................... 9.4, 9.5, 9.11, 102, 11.2, 11.9 ....I.............12.1. 13.9. 13.13. 13.14. 17.3 Ovvl"M.R's liability .............................................. 5.5 OWNER may refuse to make payment .............. 14.7 Professional Fees and Court Costs Included... ....... ­­. ........... ....... ....... ...... IT5 request for formal decision on ............................... 9.11 Substitute Items...... ................. ............... 6.7.1. ) Time Extension.... .......... ................................... 12. 1 Time requirements ....................................9.11, 12.1 Unit Price Work... .......................................... j 1.9.3 Value of 1,13 Waiver of --on Final payment .... ............. 14.14, 14.13 Work Change Directive ......................................10.2 written notice required ...... ...............9.111 11. 2, 12.1 Clarifications and Interpretations..,,,,.,,,,, 3.6.3, 9.4. 9.11 Clean Site ......... ... --- ------­--------­- 17 Codes of Technical Society, Organization or Association 33.3 Commencement of Contract Times 2.3 Communications -- general ' ''''''* 6.2. 6.9.2. 8.1 Pizard C"'* oniintinica"*' tio"n*"'*' Pro"" er*a*'m'.*s.'.'.*.*,'.'.*.'., ............. ��22 Completion -- Final Application for Nymen! .......................... 14, 12 Final Inspection....... .... ­ ­ I ...... I .................. ... 14.11 Final Payment and Acceptance ............... j 4.13-14.14 Partial Utilization ............................................j4.10 ...:.... .....*........­....*............j4.10 Substantial Completion .................... _138, 14.8-14.9 Waiver ofClaims ; 14.1 _5 Computation of Times...__ ....... - ........... ..... 17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others Conferences -- initially acceptable schedules .... ................... ­ 2.9 preconstruction., .................................... ...... 18 Conflict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report ..........................2.5, 3.3.2 Construction, before starting by CONTRACTOR Construction Machinery, Equipment, etc, ..................6.4 Continuing the Work ...................................... 6.29, 10.4 Contract Documents_ Amending........................................................... 3.5 Bonds 5.1 UMCGENMALCONDITIONS igio-suggo Lt)mON) %v/ ClTY OF FORT COLLINS MODIFICATIONS 4-RFV 91971 Cash Allowances 11.8 ............................................... Article or Paragraph dumber Change of Contract Price l I Change of Contract Times ................................... 12 Changes in the Work.................................10A-M-5 check and verify:................................................5 Clarifications and Interpretations ........................3.2, 3.6, 9.4, 9.11 definition of ....................................................... 1.10 FNGINF PR as initial interpreter of ................_ 9.11 ENG[NEFR as OIVNER's representative..............9.1 generaD Insurance..., ... .............................. ...............3.1-3.4 ....>.3 Intent ......................................................... minor variations in the Work.... I.........................3.6 OWNER's responsibility to furnish data...............8.3 OWIIF,R's responsibility to make prompt payment ..........................5.3, 14.4, 14.13 precedence................................................3.11 3.3.3 Record Documents ............................................. 6.19 Reference to Standards and Specifications of Technical Societies .................................... 3.3 Related Work ...................................................... 7.2 Reporting and Resolving Discrepancies .„......2.5, 3.3 Reuse of .................................................... 3.7 .......... Supplementing ............................. ..................... 3.6 Termination of ENGINEER's Employment..........8.2 Onit1''rice Work ................................................. 11.9 variations..........................................3.6, 6.23, 6.27 Visits to Site, FNGINEER's 9.2 Contract Price -- adjustment of .............:.. 3.5. 4.1. 9.4. 10.3, 1 L2-11.3 Changeof...........................................................11 Decision on Disputes........................................9.11 definition of 1.11 Contract '1' i m cs-- adjustment of .......................... 3.3. 4.1, 9.4. 10.3. 12 Change of . ...... ......................... ................. 12.1-12.4 Commencement of .............................................. 2.3 definition of .....................................:................1.12 CONTRACTOR: - Acceptance of Insurance._.................................-5.14 Communications......................................6 2. 6.9 2 Continue Work ........................................ 6.29. 10.4 coorclination and scheduling, ........................... 6.9-2 definition of ....................................................... 1.13 Limited Reliance on Technical Data Authorized .......................................... 4.2 2 ,May Stop Work or Terminate .................. I .......... ?.5 provide site access to others ....................... 7.2, 13.2 Safety and Protection .....................3.1.2, 6.16, 6.18, ......................................6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal ......................................... G. Stop Work requirements, ...................;'' CONTRAC TOR's- Article or Paragraph Number Compensation .................................... ..--...1 1.1-1 1.2 Continuing Obligation.....................................14.15 Defective Work .......................... ..._ 9.6, 13.10-13.14 Duty to correct de(eclive Work.,_......................13.1 I Duty to Report -- Changes in the Work caused by Emergency ............................................. 6.23 Defects in Work, of Others„...........................7.3 Differing conditions......_...........................4.2.3 Discrepancy in Documents._..... .i, 3.3.2, 6.14.2 Underground Facilities not indicated.,-_ ...... 4.3.2 Emergencies 6.23 Equipment and iMachinery Rental, Cost of the Work...........................................11.4.5.3 Fee --Cost Plus 11.4.5.6, 11.5.1, ............................. 11.6 General Warranty and Guarantaz,,,.,.-„,,,,,,,,,,,,,,6-30 Hazard Communication Programs 6.22 Indemnification.,, .....................6.1^_,.6,16, 6.31-6.33 Inspection of the Work ................................ 7.3, 13.4 Labor,'Materials and F.quipment ....................6.3-6.5 Laws and Regulations, Compliance b.......... .... .14.1 Liability Insurance 3.4 Notice of Intent to Appeal ......................... 10. 10,4 obligation to perform and complete theWork....................................................6.30 Patent Fees and Royalties, paid for by ............... 6.12 Performance and Other Bonds -5.1 Permits, obtained and paid for by,_-„............,6.13 Progress Schedule ............................2.6. 2.8, 2.9, 6.6. ... .................. I ... ....... ..... .. 6.29. 10.4, 152.1 Request for formal decisionon disputes,,.,,,-,,.,-„ 9.11 Responsibilities -- Changes in the Work .............. _ ................... IO.l Concerning Subcontractors. Suppliers and Others...............:......................6.8-6.11 Continuing the Work .............:............ 6.29, 10.4 CONTRACTOR's expense...........................C.7.1 CONE RACTOR's General Warranty and Guarantee6.30 CONFMACTOR's review prior to Shop Drawing or Sample submittal ............ Coordination of Wort ............................... 6.9.2 Emergencies ........................... I...................6.?3 ENGIN TEER's evaluation; Substitutes or "Or -Equal" Items.........................._.6.7:3 For Acts and Omissions of Others.........., ..........6.9.1-6.9.2, 9.13 for deductible amounts,insurance................... .9 general........................................6, 7.2, 7.3, 8.9 Hazardous Communication Programs_--._ .... .22 Indemnification 6.31-6.33 Nii E1CDC. GENERAL CONDITIONS I910-8 (1990 EDITION[ wl CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Labor, Materials and Equipment ..............6.3-6.5 Laws and Regulations__............................_6.14 Liability Insurance........................................6. 4 Article or Paragraph Number Notice of variation from Contract Documents.,......................... _............. 6. =7 Patent Fees and Royalties. ............................6.12 Permits.......................................................6.13 Progress Schedule.........................................6.6 Record. Documents 6.19 related Work performed prior to ENGINEER's approval of required subm ittals......:...................................... 6.25 safe structural loading ............ ...............„_„_6.15 Safety and Protection .................... 7,2, 13? Safety Representative ... ......... .................... ..6.'_l Scheduling the Work..................................6.9.^ Shop Drawings and Samples,•„• -..... ,.-_,••,•,., 6.24 Shop Drawings and Samples Review by ENGINEER......................................6. 26 Site Cleanliness ........................................... 6.17 Submittal Procedures ................................... 6.25 Substitute Construction Xfethods and Procedures 6.7.2 Substitutes and "Or -Equal" Items._ .............. 6.7.1 Superintendence .............. I ....... .... I ................ 6.2 Supervision .............. ......6.1 Survival of Ohl igations ................................6.34 Taxes......................................................... 6.15 Tests and Inspections__ ......... ........__-_-.._-_.13.5 ToReport.....................................................:=.5 Use of Premises .....................6.16.6.1S. 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal ........................................ Ci.'_•5 Right to adjustment for changes in the Worl: ..... 10.2 right to claim .... ,........ 4, 7.1, 9.4, 9.5, 9.11, 10.2,11.2, ...... I ... 11.9. 12.1, 13. 9, 14. 3, 15.1, 15.5, 17.3 Safety and Protection, ........ ........6.2Q-6.22. 7.2, 13.2 Safety Representative ....... ...... I ......... ...... ..._ _ ... 6.21 Shop Drawings and Samples Submittals „•.,6.24-6._S Special Consultants.........--- ................... ._„..11.4.4 Substitute Construction \4cthocbs and Procedures 6.7 Substitutes and "Or -Equal" Items, Expense... ................................... 63.1. 6.7.2 Subcontractors, Suppliers and Others,,.•,...,• 6.5-6.11 Supervision and Superintendence ......... 6.1, 6.2, 6.21 Taxes, Payment by ........................................... 6.15 Use of Premises...................__.................6.16-6.13 Warranties and guarantees .... ........ ............. 6.?, 6.30 Warranty of Title 14.3 Written Notice Required -- CONTRACTOR stop Work or terminate...•.•,• 15.5 Reports of Differing Subsurface and Physical Conditions ...................... 4.2.3 Substantial Completion. .......... ..................14.8 viii CONTRACTORS --other 7 Contractual Liability Insurance..,,.,-,_..-_.,.-,.... „3A.1Q Contractual Time Limits 12.? .......................................... Article or Paragraph Number Coordination-- CONTRACTOIC's responsibility ........................6.9.2 Copies of Documents...... Correction Period.............:..................................:.13.12 Correction, Removal'or Acceptance of Defective Work-- in general...................................10.4.1, 13.10-13.14 Acceptance ofDefec-tive Work...•......._..............3.13 Correction or Removal of Defective Work.................................6.30. 13.11 Correction Period .... .......................13.12 OWNER May Correct Defective Work.. ...... 13.14 OWNER May Stop Work.................................1:3.11) Cost -- of Tests andInspections.....................................I3.4 Recordsll.7 Cost of the Work -- Bonds and insurance, additional ,,,,,,,,,,,,,,,,,,,)1.4.5.9 Cash Discounts..............................................11.4._ CONfRACfOR's Fee 11.6 Employee Expenses., .................... ............. 11.4. 5. 1 Exclusions to.....................................................11.5 General 11.4-I1.5 Home office and overhead expenses....................I L5. Losses and damages.....................................11.4.?.6 Materials and equipment ........ .................. .----- 11.4.2 Minor expenses............................................1 1.4.5.5 PayToll costs on changes.................................1 1.4.1 performed by Subcontractor s,,,,,,,,,,,,,,,,,,,,1,1.4.3 Records 11.7 Rentals of construction equipment and machinery.......................................11.4.5.3 Royalty payments, permits and license fees- .............. 11.4.5.5 Site office and temporary facilities................11A4 5.2 Special Consultant.-,, CONTRACTOR's..........., 11.4.4 Supplemental__ .................. .......... ....... ...... 11A.5 Taxes related to the Work 1.1.4.5.4 Tests and Inspection .......................................... 13.4 Trade Discounts ............................................ 11.4.2 Utilities, fuel and sanitary facilities ..............1.1.4.5.7 Work after regular hours.................................11.4.1 Covering Work...............................................1 3.6-13.7 Cumulative Remedies ...................__. .._ _ 17.4-17.5 Cutting, fitting and patching .................................... 7.2 Data, to be furnished by OWNER .. 5.3 nay--deenition of................................................17.2.2 Decisions on Disputes.....................................9.11, 9.12 defective --definition of .......... ............ ........... ......... 1.14 defective Work -- Acceptance of, ................... .................. 10.4.1, 13.13 EJCDC GENERAL CONDrrIONS 1910-S (1990 EDITIONI IV/ CITY OF FORT COLUNS MODIFICATIONS (REV 9fW) Correction or Removal of................._..-10.4.1, 13.11 Correction Period 13.12 in general ................. I.......................13. 14.7. 14. 1 1 Article or Paragraph Number Observation by ENGINEF..R................................ 9.2 OWNER Nlay Stop\Vork.................................13.1Q Prom Pt Notice of Defects ............................. . 13. I Rejecting...........................................................9.6 Uncovering the Work .............. ......................... 13.8 Definitions ...................................:............................ 1 (.)clays ........... ........................... 4-1, 6.29, 12.3-12.4 Delivery of Bonds ? 1 Delivery of certificates of insurance ............ ..............2.7 Determinations for Unit Piiees._..,..-.,,,_..................9.1(1 Differing Subsurface or Physical Conditions -- Noticeof.......................................................A.2.3 F.NGINTF.F.R's Review......................................41 2.4 Possible Contract focuments Change.,...,,_.,,,, 4.2.3 Possible Price and Times Adjustments .............. 4.2.6 Discrepancies -Reporting and Resolving................................2.i, 3.3.2, 6.14.2 Dispute Resolution-- Agreement................................................16. l -16.6 Arbitration ................................................. 16.1-165 general16 .Mediation .................................................:...... 16.6 Dispute Resolution Agreement .............. ---------- 16.1-16.6 Disputes, Decisions by FINIGNEFR ..................9.11-9.12 Documents-- Copics of .) 2 Record 6.19 Reuseof .............................................................3.7 Drawings --definition of ... ...............................I.1� F.,ascmcnts................................ ................ .............. f.l Effective date of Agreement -- definition qf1.16 1 mergencics ......................... ...............6.'3 ENGINEER— us initial interpreter on disputes,,,._,,,,,,,._ 9.11 '9.12 definition of ....................................................... Ll7 Limitations on authority and responsibilities,.,,, 9.13 Replacement of ............. ...................................... 2 Resident Project Representative ...........................9-3 ENGINEER'S Consultant -- definition o ...................1.18 ENGINEER's-- authority and responsibility, limitations on ......... 9.13 Authorized Variations in the Work ....................... 9.5 Change Orders, responsibility for ........ 9.7, 10, 11, 12 Clarifications and Interpretations ..............3.6.3, 9.4 Decisions on Disputes ................................ .11-9.12 clefecrice Work, notice of_.................................13.1 Evaluation of Substitute Items ................... ......6.7.3 Liability...................................................6.32, 9.12 NW otice ork is Acceptable.--.-.-_..-_-__.--.---_-.-14.13 Observations ............... ............................ 0.30.'2, 9.2 OWNER's Representative ...................... _ _--- ---9.1 Payments to the CONTRACCI ... OR, Responsibility for-- .... I ........ .................. 9,9. 14 Recommendation of Payment ....................14.4, 14.13 Article or Nragraph Number Responsibilities --Limitations on- ............... 9. 11-9.13 Review of Reports on Differing Subsurface and Physical Conditions ............................. } 2.4 Shop Drawings and Samples, review responsibility .............................................. 6,26 Status During Construction -- authorized variations in the Work. ..... 9.5 Clarifications and Interpretations ......... ... ..9.4 Decisions on Disputes;,,_,,,,.,,_,.,_,.,_„ 9.11-9.12 Determinations on Unit Prict.,...-_ ..............9.10 FiNGINFF:R as Initial Interpreter .......... 9.11-9.12 F.NGFNF.F.R's Responsibilities ......... I......9,1-9.12 Limitations on ENGINF.F.R's Authority and Responsibilities ........................... ....9.13 OWNER's Representative ............: ................ Q.I Project Representative .............. ........... ......... 9.3 Rejecting Dgfeetiv2-Work „ ............................9.6 Shop Drawings, Change Orders and Payments .................................... 9 7 9.9 Visits to Site ..................... ...........................9.2 . Unit Price determinations.................................9.10 Visits to Site ......................._........... - .... 9.2 Written consent required .............................. 7.2, 9.1 Equipment, Labor, Materials and........................6. 3-6.5 Equipment rental, Cost of the Work. ---.......----- 11.4. .3 Equivalent Materials and Equipment.-, ................ ....6.7 error or omissions..................................................6.33 Evidence of Financial Arrangements ......... ,,,,,,,,$.I 1 Explorations of physical conditions ........................4.2.1 Fee, CONTRACTOR's--Costs Plus... I.......................1 L6 Field Order -- definition of......................................................1.19 issued by ENGINEER ................................ 3.6.1, 9.*; Final Application for Payment,„... .... - ................... 14.12 Final Inspection ............. ........................ ............... 14-11 Final Payment— and Acceptance. .............. .........---------- --.-14.13-14.14 Prior to, for cash allot'ances...............................11.8 General Provisions............:.............................17.3-17.4 General Requirements -- definition of ......................................................1.2t) principal references to..............2.6, 6.4, 6.6-6.7, 6.24 GivingNotice.........................................................17.1 Guarantee of Work --by CONTRACTOR .... I ... Ci.30, 14.12 Hazard Communication Programs._... I .................... ......... IIazartlous Waste -- definition of ......................................................1-21 general............. .................._..... - --- .._5 OWNE.:R's responsibility for ........... I ... I ............... h.10 E1CDC GENERAL CONDITIONS 1910-8(1990 EDITION) wl CITY OF FORT COLLINSMODIFICATIONS MV 9/99i Indemnification.___............._.......... 6.12, 6.16, 6.31-6.33 Initially Acceptable Schedules ......................... I ...... Y.9 Inspection -- Certificates of ... I ................. ........ 9. 13.4, 13.5, 14.12 Final...... ........ ........... I .......... I ....................14.1 1 Article, or Paragraph Number Special, required byENGINEER .........................9.6 Tests and :approval...... I ...................... 8.7, 13.3-13.4 Insurance- Acce ptancc of, by OWNER ............................... .5.14 Additional, required by changes in the Work 11.4.5.9 Before starting the Work .....................................2.7 Bonds and --in general., ... ­ ... 1. ­ 1. ­ ­ .... . I .............. 5 Cancellation Provisions. ......................................5.8 Certificates of ..................... 17,5, 5.3, 5.4.11, 5.4.13, .............. 1 ......... 5.6,5, 5.8, 5. 14, 9.13.4, 14.12 completed operations .... ... ...... ........................ 5.4-13 .CC NITR-A - CTORs Liability,,,,,,,,,,,,,,,,,,, 5.4 CONITRACTOR!s objection to coverage ..............5.14 Contractual Liability ......................................5.4.10 deductible amounts, CONTRACTOR's responsibility ................................................5.9 Final Application for Payment... ................. 4.12 Licensed Insurers... .... ............................. I i.3 Notice requirements, material changes ........ 5.8. 10.5 Option to Replace. ............................................ 5.14 other special insurances ................ I ............... 11-5:10 OWNER as fiduciary for insureds ............... 5.12-5. 13 OWNER's Liability_ ......... ......... ....... ............. :5.5 OWNER's Responsibility..,.,.,,,, ............... .......... .8.5 Partial Utilization, Property Insurance,,,,,,,,,,,,,„ 5.15 Property... ....................... .................. Receipt and Application of insurance Proceeds ............. 1. 12-5.13 Special Insurance., .................................... ...... * 5. 16 Waiver of Rights .................... ...... .................. Intent of Contract Documents Interpretations and Cliril7icatlt'o''n*.,s.,.,....... ... - ... 3.6.3, 9.4 Investigations of physical conditions .........................4.2 4. Labor, Materials and Equipment . ... ............... 6:3-6.i Lands— and Easements $.4 Availability of ............................................. 4.1, 8.4 Reports and Tests ...................................... _ ....... S.4 Laws and Regulations --Laws or Regulations-- Bonds 1 ................................. I ....... I ............... 5.1-S 7 Changes in the Work ........................................10.4 Contract Documents 3.1 CONTRACTOR's Responsibilities_ ......... ......... 6.14 Correction Period, defective Work ....................13.12 Cost of the Work, taxes...............................11.4.5.4 definition of ........ .................... gencral6.14 Indemnification 6.31-6.33 Insurance-., ............. __ ........................ ....... .... 5.3 Precedence 3.1, 3 3. 3 Reference to ................ ................................. _33.1 Safety and Protection ................................6.20, 13.2 Subcontractors, Suppliers and Others ....... __68-6.11 Article or I'aragraph NumbLr Tests andInspections 13.5 Use of Premises .................................... I ....... ­ ... 6.16 Visits to Site 9.2 Liability Insurance— CONTRACI*OR 5.4 OWNER's 5.5 Licensed Sureties anti Insurers 5.3, Liens -- Application for Progress Payment ......................14.2 CONTI'RAC71'OR's Warranty o"Title....... ............14.3 Final Application for Payment .........................14.12 definition of I - 23 Waiver ofC[nims 14. 15 Limitations on ENGINE-ER's authority and responsibilities ................ .................................. 9.13 Limited Reliance by CONrI'RAC'I'QR Authorized 4 1 7 Maintenance and Operating Z%,Ianuals­ Final Application for Payment ..........................t4.12 Manuals (of others) -- Precedence Reference to in Contract Documents._,._,,,,;,...... 3.3.1 ,Materials and equipment -- furnished by CONTRAGI'OR. ...... ­­­ ........ ........ 6.3 not incorporated in Work,....--.... ­1 ......... Materials or equipment--equivalent...........................6.7 Mediation (Optional) ............................................ 6.7 Milestones --definition of ............... ...... 1.24 Miscellaneous -- Computation of*rimes ..................... ......... .. . 17.7 Cumulative Remedies ,..17.4 Giving Notice,,,,,,,,,,,,,,,, ......... ......... ...... _1 7.1 Notice of Claim ... .......... I ...................... ..... ­ .... 17.3 Professional Feciand Court Costs Included ......... 175 k4ulti-prime contracts ....................... ....... 4 .............. 7 Not Shown or Indicated... ..... ............ Notice of -- Acceptability of Project ... ...................... ......... 14.13 A%vard, definition of....,,,_,,......125. ..... ...... ...... Claim ... 1 7.3 Defects. 13.1 Differing Subsurface or Physical Conditions ... ­ -.4. 23 Giving........................... .................. 17.1. Tests and Inspections .......................................13.3 Variation, Shop Drawing and Sample,,,,,,,...„.... ti­27 Notice to Proceed— definition o......................................................1.36 givingof:..........._g.................. ........ ...........�3 EJCDCGENLRAL CONDITIONS 1910-8(1990 EDITION) wl CITY OF FORT COLLINS MODIFICATIONS (REV 9/99.) Notification to Surety__..........................................10.5 Observations, by F.'N(iWEI'iR...........................6:30, 9.2 Occupancy of the Work ................... 5.15. 6.30.2.4. 14.10 Omissions or acts by CONTRACTOR...............6.9, 9.13 Open Peril policy form, Insurance... .......................5.6.2 Option to Replace ................................................... �.14 Article or Paragraph Number "Or Equal" Items... .................................................... 6.7 Other work 7 Overtime Work --prohibition of.................................. (;.3 OWNER -- Acceptance of defective Work...........................1.3.13 appoint an ENGINEER ...................................... S.-) asfiduciary ............................................... `.113 Availability of Lands. responsibility ........I........... 4. l definition of ....................................................... 1.27 data, furnish. ............... 8.3 \day Correct Defective Work...........................1.3,14 May refuse to make payment. ......................... I 1. I....7 May Stop the Work.." ................... I., ................ 13.10 .May Suspend Work, Terminate...........................$.S, 13.10, 15.1-15.4 Payment, make prompt ,,,,,,,,,,,,,„.,.... Y.3, 14.4, 14.13 performance ofother work .................................. 7.1 permits and licenses, requirements ....................... 6.13 purchased insurance requirements ...............5.6-5.10 OWNER, -- Acceptance of the Work .................. .... .........6.30.3.E te Change Orders, obligation to execu,,,.,,,,.. 5.6, 10.4 Communications................................................8.1 Coordination of the Work 7.4 Disputes, request for decision ............................P. 11 Inspections, tests and approvals ................. $.7. 13.4 Liability Insurance ............................................. 4;5 Notice of Defects..............................................1.1.1 Representative --During Construction, ENGINEE R's Status ...................................... 9.1 Responsibilities -- Asbestos. PCBs. Petroleum. Hazardous Waste or Radioactive Material ................. 8.10 Change Orders..............................................S.6 Changes in the Work ..... ............... ................ 10.1 communications ............................................ 8.1 CONTRAC'TOR's responsibilities ................„ S.9 evidence of financial arrangements... ........... 8.11 inspections, tests and approvals .................... S.7 insurance ....................................................... lands and easements ...................................... 8.4 prompt payment hy.............. ..........................8.3 replacement of ENGMTEER.........I.................8.2 reports and tests............................................8.4 stop or suspend Work .................. S.S, 13.10, 15.1 terminate CONTRACfOR's services ....................................... 3.5. I separate representative at site ... I ....... I..................9.3 testing, independent..._.._.- .._..__13.4 use or occupancy of the Work5. 5. 6.30.2.4. 14.I0 written consent or approval required ............. _„_.9.1. 6.3, 114 L'JCDC. GENERAL Coi\vrr1ONS 1910-3 (1990 EDITION wl CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Article or Paragraph Num ix r written notice required ........................7.1, . 9.4, 9.11, - ........ I ........................11.2, 1 t.9, 147, 15.4 KBS-- definition of I - 29 general.... I ........... I ...................... ...................... 4. -5 OWNER'S responsibility for ............ .................. 5.10 Partial Utilization- defirtition of 1.28 general 6.30.2.4, 14.10 Property Insurance...........................................1..15 Patent Fees and Royalties ........... I ...................... 6.12 Payment Bonds ........................ ......... .......... ..... 5.1-5.2 Payments, Recommendation of ..... .... 14.4-14.7, 14.13 Payments to CONTRACTOR and Completion - Application for ProgressPayments.,, ...... ....... i 4.2 CON'l-RACTOR's Warrantv of Title 14.3 Final Application for Payment .........................)4.12 Final Inspection ...............................................14.11 Final Payment and Acceptance ................ 14. 13-1414 general............_.................................._83, 14 Partial Utilization 14,10 Reta inage .......................................................... 14,2 Review of Applications for Progress Paym enu; ...................... .... 14A-143 prompt payment ..................................................8.3 Schedule of Values 14.1 Substantial Completion ............................... 14.8-14.9 Waiver of Claims 14.15 when payments due ................................. 14.4, 14.13 withholding payment .........................................14.7 Performance Bonds... ........ I ... I ...... I ... I .... ............. S. 1-5.2 Permits............................................................. 6.13 Petroleum - definition of 1.30 general.............................................................. 4.5 OWNER's responsibility for ................................ 8.10 Physical Conditions - Drawings of, in or relating to ......................... 4-2.1.2 ENG!'NEER's review 4.2.4 existing structures ..... ........ --- 4.2.2 general4.2.1.2...................... .................................. Notice of Differing Subsurface or,..................... 4.2.3 Possible Contract Documents Change .... ........... * 4. 2. 5 Possible Price and Times Adjustments .............. 4.2.6 Reports and Drawingq ...................................... 4. 2. 1 Subsurface and 4, 2 Subsurface Conditions..... ................... --------- 4.2.1.1 Technical Data, Limited Reliance by CON'rRAC-I.ORAuthorized, ..... ............ 4. 2.22 Underground Facilities - general........................................................4.3 Not Shown or Indicted ... ----- I ..... ......... .... 4-3.2 Protection of. .............. ......................... 4.3, 6.2U Xii Article or Paragraph Number Shown or Indicated 4.3.1 Technical Data ............ ........................ ......... 4.2.2 Reconstruction Conference ........................................ -Y. 'q Preli in inary Matters --- ........... 1) ................. Prelim inary Schedules .............. ........... .............. 16 Premises, Use of ........ I ........... I ....... ................. 6.16-6.18 Price, Change of Contract ........................................... I I Price, Contract -definition of .... I ........ .................. 1.11 Progress Payment, Applications for ........................... 14-2 Progress Payment-rctainage ................................... 14.2 Progress schedule, CONTRACT TOR's ...... ....... 2. 6, 2.8, 2.9, ..........I ...................... 6.6. 6.29. 10.4. 15. 2. 1 Project -definition of ...............................................1.31 Project Representative- ENGINIE-ER's Status During Construction, ....... .... 9.3 Project Representative, Resident --definition of ......... 1.33 prompt payment by OWNER ..................................... 8.3 Property Insurance- Additionill * ....... ................................. 5.7 gimeral-5.6-5. 10 Partial Utilization 14.10.2 receipt and application ot'proceeds... ......... 5. 12-5. 13 Protection, Safety and .............................. 6.20-6.21, 13.' Punch list 1.4.11 Radioactive 1%4aterial- defintion of 1.32 genera14.5 OWNFR's responsibility for„. ........................... 9.10 Recommendation of Payment..................14.4, 14.5, 14,13 Record Documents .................................. ...... 6.19, 14.12 Records, procedures for maintaining .......................... 2.8 Reference Points ....... *"* ........ ** ........ ** ................ .... .. 44 Reference to Standards and Specifications of Technical Societies 3.3 Regulations, Laws and(or) ......................................6.14 Rejecting Defccrive Work ..........................................9.6 Related Work - at Site Performed prior to Shop Drawings and Samples submittals review ...................... 6.28 Remedies, CUM UlatiVC ......................................17.4. 17.5 Removal or Correction ofl)ejecfive Work• 13.11 rental agreements, OWNER approval required * .... 11.4.5.3 replacement of ENGINEER, by OWNER. I ................... S.-) Reporting and Resolving Discrepancies ................................. 2.5, 3.3.2, 6.14.2 Reports - and Drawings ........................ ................... 4.2.1 and Tests. OWNIER's responsibility ...................... 8.4 Resident and Project Representative -- definition of .....................................................1.33 provisionfor ............................................................. 9.3 EXI)CGENERAL comxriONS 1910-811990 EDITION) wl (.17Y OF FORT COLLINSMODIFICATIOM (REV 9/99) I� Drive, where Mason Street shifts to the east and the railroad continues straight along the west side of Mason Street south to University Avenue. This area of the corridor is located within the CSU campus and is surrounded by CSU buildings and their associated paved parking lots, including science labs, dormitories, potting shed, O.T. Annex, Gibbons building, heating plant, College Avenue Gym and Field House, Administration Annex, student services building and Vocational Education. There was a bike shop on the northwest corner of Laurel Street and Mason Street, and numerous restaurants on the north side of Laurel Street, east of Mason Street. University Avenue to Pitkin Street (approximately 0.2 mile): The subject corridor was developed with paved Mason Street and the Colorado and Southern Railroad. Mason Street shifted back to the west and the railroad trended along the eastern side of the roadway from University Avenue to Pitkin Street where Mason Street ended. Mason Street was a one way road from south to north. This section of the corridor was also located within the CSU campus and was surrounded by the Military Annex, National Center for Genetic Resources Preservation building, General Services building and the Facilities Service Center from north to south on the west side of Mason Street. The east side of the railroad was bordered from north to south by a large paved parking lot and the Jack Christian Memorial Track. Pitkin Street to Lake Street (approximately 0.2 mile): The subject corridor was developed with the Colorado and Southern Railroad. Mason Street ended at the intersection of Pitkin Street to the north. An unpaved access trended parallel to the railroad tracks along the east side of the subject corridor. The tracks were slightly elevated from the unpaved access road. CSU buildings bordered the subject corridor to the west including from north to south the Motor Pool, Microwave Tower, and Central receiving building. A large paved parking lot bordered the subject corridor to the east between Pitkin Street and Lake Street. Lake Street to South of Prospect Road (approximately 0.4 mile): The subject corridor was developed with the Colorado and Southern Railroad and an unpaved access road that trended parallel to the tracks on the west side (north of Prospect Road) and on the east side (south of Prospect Road). The railroad tracks were slightly elevated south of 01.1-425nUmb Kumar & Associates, Inc. Article or Paragraph Number Resident Superintendent, CONITRACTOWs ................ 6.2 Responsibilities— CONITRACTORs-in general ..................................6 ENGINEEICs-in general ........................................9 Limitations on �9. 13 OWNEWs-in general ............... .............................. 8 Retainage, ...........................................................14.2 Reuse of Docurn ents ................. ............ ................... 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal ..........................6.25 Review of Applications for Progress Payments ........... ... 14.4-14.7 Right toanadjustmenti . .........................................19.2 10.2 Rightsof Way ............................ ------- I ............. ..... 4.1 Royalties, Patent Fees and ......................................6.12 ................. ­­* ... ** ...... ­ 6 ' 12 Safe Structural Loading ..........................................6.18 Safety— and Protection ................................ 4.3.2, 6.16, 6. 18, .. .. ........... .... ..... 6.20-6.2 1, T2, 13. 2 general .......... .........................).2)-6 .23 Representative, , I TRACTOR's ....................... 6.')] Samples -- definition of ....... ............. ............................. 1.34 general ...... _ ........ ........................6 ............24-6,28 Review by CONTRACTOR 6.25 Review by ENGINEER ... ..... .....................(-26, 1 6.27 related Work 6_24.2 submittal procedures .........................................6.25 .. .................. * ...... * 6.2 5 Schedule of progress ............................. '16. 2.8-2.9. 6.6. '*''* '''*''' Schedule ofShop6r,-iwingand"Sample Submittals .. ....... * ............. ... 2.6, 18-2.9, 6.24-6.28 Schedule of Values 2-8-2.9, 14. 1 Schedules -- Adherence to 15.2.I Adjusting.............. ............................................ 6.6 Change of Contract Times .................................10.4 Initially Acceptable ................. ..................... .2.8, 2.9 Prelimmary .................. ................................... _ 2.6 Scope of Changes ....................................... 10.3-10.4 Subsurface Conditions 4.2.1.1 Shop Drawings— and Samples, general ....... ........ 6.24-6.28 Change Orders & Applications for Payments, and ....................................... definition of ...............................................I......1.35 FNGINP.E.R's approval of ........ . * ...... * ............... * 3-6.2 ENGME-Ws responsibility for review ...................................... 9.7, 0.24-6.28 related Work )S review procedures... .............................. 2.8, 6.24-6.28 Article or paragraph Number submittal required ........... ................................... .6_24.1 Submittal Procedures 6.2i use, to approve substitutions ............. .............. 6.7.3 Shown or Indicated 43.1 Site Access ....................... 7.2. 13.2 Site Cleanliness ... ...... 1. ...... .......... ... 6.17 Site, Visits to -- by ENGINEER ...........................................9.2, 13.2 byothers ......... ........................................... 13.2 .spec ial causes of toss" policy form, insurance ...................... 5.6.2 definition of 1.36 Specifications -- definition of 36 of Technical Societies, reference to...... .... * ....... 3.3.1 precedence ......................................................3.3. 3 Standards and Specifications of Technical Societies .... ­­ ....... ­*­­ ....... ** ..... 3.3 Starting Construction, Before* .. ...... ... ...... 2.5-2.8 Starting the Work .....................................................14 Stop or Suspend Work -- by CONTRACTOR ........... ...................... I ........ 15_i by OWNER ' ­ ...................................S.8, ........*........................S.8, 13.10, 15-1 Storage of materials and equipment .....................4.1. 7.2 Structural Loading, Safety ..................................... _6. 18 Subcontractor -- Concerning ................................................ f).3-6.11 definition of 1.37 delays..........................................................12.3 waiver of rights 6. I I Subcontractors --in general ., ............................... 6.8-6.11 Subcontracts --required provisions .... 6.11, 11.4.3 Subm ittals-- Applications for payment ..... Nlaintenance and Operation anuals 14. 12 Procedures ........................................................ 6.25 Progress Schedules 2.6.2.9 Samples .......... ........ ............................... 6.24-6.28 Schedule of Values 14.1 Schedule of Shop Drawings and Samples Suhm issions ).6, 2.8-2.9 Shop Drawings ......................................... 6.24-6.28 Substantial Completion— certification ol' ............. ... 6.30.2-3, 14.8-149 definition of 1.38 Substitute Construction Methods or Procedure.s ........ 6. 7.2 Suhstitutes and "Or Equal" Items '­ ­­ .... * ........ ** ... ­ 6.7 CONTTR.ACTOR's Expense ............................. 6.7.1.3 ENGINEER',; P.valuation 6.7.3 "Or -Equal .......................................... ...... 6.7.1.1 Substitute Construction Methods Xiii LJCDC. OLNLRAL CONDITIONS 1910-8 (1990 EDIIION) wl CITY OF FORT COLLINS MODIFICATIONS iREV 9/99) Article or Paragraph Number or Procedures 6.72 Substitute Items Subsurface and Physical Conditions -- Drawings of, in or rclatng to,_„ ... ................ :4.2.1.2 E- NG INIME, R's Review ,,encral 4.2 Limited Reliance by CONTRACTOR Authorized Notice of Differing Subsurface or Physical Conditions ... .................. ............ 47.3 Physical Conditions ............... .......... I .... 4.2.1.2 Possible Contract Documents Change.. ..... I ....... 4-2-5 Possible Price andTimes Adjustments ...............4.2.6 Report-, and Drawings� ... ....... .......... ...... 4. 2. 1 Subsurface and ................................... ...... - ...... 4-2 Subsurface Conditions at the Site ­ ........ 4.2. 1. 1 Technical. Data Supervision- CONTRACTORs responsibility ------- .................... 6�1 OWNER shall not supervise..: ........... I .................. 8:9 FNGTINEER shall not supervise,,,,,,,,,,,,,,,, :9-1, 9.13: 2 Superintendence, ................ .................. ....... 6-72 Superintendent, CONTM-kCTORs resident ...............6.2 Supplemental costs .... ....... ....... 11.4.5 Supplementary Conditions - definition of. ......................... i .39 principal references to .................. 1. 10, 1 . 18, 2.22, 2.7, ....... - ..... 4.2, 4.3, 5. 1, 53, 5.4, 5-6-5.9, I ....... S. 11, 6.8, & 13, 7.4, 8.11, 93, 9. 10 Supplementing Contract Documents.........................3.6 Supplier - definition of 1.40 principal references to ........... 3.7,45, 6. 8 -6.11, 6. 220, ....... - ... I-- ... - ...... ........ . 6-24, 9-1.3, 14,12 Waiver of Rights ......................... ........... 6.11 Surety' consent to final payment. ........ ...... ........ 14.12, 14,14 FNCYrNEER has no duty tq .......... ..... 9,13 Notification of 10. 1, 10. 5. 15.2 qualification of ......... ... -- ---- -- .......... "' 5.1-5.3 Survival of Obligations .............. _ ........ .................. �6.34 Suspend Work, OWNER May ...................... J3.10, 15.1 Suspension ofWork and Term ination-_ CONTRACTOR Z14ay Stop Work or Terminate .............................................. J 5,5 OWNER. May Suspend Work..............................15.1 OkVNTER May Terminate,.. 15, 2-15.4 Taxes --Payment by CONTRACfOR........................ 6,15 Technical Data -- Limited Reliance by CONTR.ACTOR ..... _4. 2. Possible Price and Times Adjustments ..... ... ... 4-2.6 Reports of Differing Subsurface and Physical Conditions.._.__.._ ........ xiv .... .4.2.3 Temporary construction facilities..-__..._ .... ...... ....... 4,1 Article or Paragraph Number Term inqtion-- by C0NTRA(7F()R ............ I ................ ........ 15.5 by OWNER ........................................8.8, 8.8, 15.1-15.4 of ENGINEBRs employment ...............................8.2 Suspension of Work-in general... ...... ...... 15 Terms and Adjectives ... ........ ... 3.4 Tests and Inspections -- Access to the Work, by others...- ............... . -13.2 CONTRACTOR!s responsibilities, ..... ......... 13:5 cost of 13.4 covering Work prior to .................. _ .......... 13.6-13.7 Laws and Regulations (or) ................ ........... 13.5 Notice of Defects.. OWNER May Stop Work............_..._.......... 13.10 OWNER's independent testing ......................... ' 13.4 special, "P pecial, required by FNGINk.,R .... 9.6 ............. _ timely notice required-- -.1 ......... - - - ...... 134 Uncovering the Work, at ENGINEEks request................... ........ 13.8-13.9 Times - Adjusting................................. ......................... ().6 Change of Contract...... I ...... 11-.1 .......................... I , Computation of, 1. - I ... I I I ......... I . ... I-- ... I ... ..... ...17.2 Contract Times -definition of,, 12 day.... * .... .. ......... * ........................ --- 17.2.2 Milestones...... ..................... .......................... 12 Requirements - appeals_ ... ................. 9.10, 16 clarifications, claims and disputes., ............... 9. 11. 11.2. 12 Commencement ofContract Times 2-3 Preconstruction Conference ............. 2.8 I ............... schedules ......................................... 2.6, 2.9, 6.6 Starting the Work 14 Title. Warranty of, ...... ............ ............. - ... 14.3 Uncovering Work ............. - ... -.1-.1- ... -- ...... 13.8-13.9 Underground Facilities, Physical Conditions - definition of L41 Not Shown cr Indicated,,,., ....................... 4.3-1 protection of...........__ ...... ......... _ ...... _ ..... 4.3, 6.20 Shown or Indicated 4.3. 1 Unit Ikice Work - claims ........... 1 1.9.3 definition of 42 generall 1.9, 14.1, 14.5 Unit Prices - general 11. 3. 1 Determination for 9.10 Use, of Prem ises "................................6.16, ..........­*­..............6.16, 6.18, 6,30.2.4 Utility owners .............................p.13, 6 20, 7,1- 7.3, 13.2 Utilization, Partial...................1.28,5.15, 6.30,14, 14.10 Value of the Work 11.3 Values. Schedule of........._ ...... .......... -16. 18-27.9. 14A EJCDCGLNERAL CONDITIONS 1910-80990 EDITION) %v/ CITY OF FORT COLLINS MODIFICATIONS 4-RFV 9/99) Variations in Work --Minor Authorized .... .... ............. :............... 6.25, 6.27, 9.5 Article or Paragraph Number Visits to Site --by ENGINEER 9.2 Waiver of Claims --on Final Paymtent ............._.......14.15 Waiver of Rights by insured parties...................,11, 6.11 Warranty and Guarantee. General --by CONTFbNCTOR................................................. 6.30 Warranty of Title, CONTRACTORS ........................14.3 Work-- . Access to 13.2 byothers............................................................... 7 Changes in the... .......................... ........ : ....... ...... 10 Continuing the.... ................. ....... __6.29 CONTRACTOR IXMay Stop Work or Tenn inate _._..... - ............. I �. Coordination of 7.4 Cost of the__............................................11.4-11.5 definition of ........................................................ 1.43 neglected by CONTR-ACTOR... :................. ....... 3.14 other Work 7 OWINT R May Stop Work ... .. _.......... .............1310 OWNER \May Suspend Work...................13.111, 15,1 Related, Work at Site. Starting the,.................................................. ...3. 4 Stopping by CONTRACTOR ............................ j5.5 Stopping by OWNER ..................... _ .......... 15.1-1 ?.4 Variation and deviation authorized, minor ........... 3.6 Work Change Directive -- claims pursuant to., ............................................ 10.2 definition of 1 A4 principal references lq.................... 3.5.3, 10.1-10.2 Written Amendment -- definition of ...................:..........................:......... L45 principal references to.............I.10, 3:5, 5.10,15.12, ........................ �, 6.2, 6.8.2, 6.19, 10.1, 10A, _......1.L2, 12.1, 13.12.2, 14.7.2 Written Clarifications and Interpretations. ......................„_------_ 3.6.1 9.4. 9,11 Written Notice Required -- by CONTRACTOR ............................1.1, 9.10-9. t 1, .._......___...................._.. 10.4, 11.2, 12.1 by OWNER .................._9.10-9.11, 10.4, 11.2, 13.14 W LJCDC GL'NL'RAL CONDITIONS 1910-3 11990 EDITION! wt (,'ITY OF FORT COLL[NS MODIFICATIONS IRFV 9/9 ) (This page left blank intentionally) X-6 FJCUC GENERAL. CONDI HONS 1910.8 (1990 L'DfCION) w/ CTTY' OF FORT COLUNS MODIFICATIONS (RF.V 9199) GENERAL CONDITIONS ARTICLE 1--DEVIIN 'IONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1.1. .4ddenda--Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents. L2. . fgr Bement- The written contract between OWNER and CONTRACTOR covering the Work to be performed other Contract Documents are attached to the .agreement and made a part thereof as provided therein. 1.3, Application for Ygvment=The form accepted by FNGIiNEF.R which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1 A. Asbestos --Any material that contains more than one percent ashesuns and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Tlcalth Administration. 1.5. Bid —The offer or proposal of the bidder submitted on die prescribed form setting firth the prices for the Work to he performed. 1.6. Bkh ing Doctortents—The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Ridding Requirements --The advertisement or invitation to Bid, instructions to bidders, and the Bid form. I.S. Bonds —Performance and Pavment bonds and other instruments of security. 1.9. Change Order —A document recommended by LNGNZER, which is signed by CONTRACTOR and OWNER and authorizes an addition deletion or revision in the Work, or tin adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the :agreement. . I t). Contract Documents —The agreement. Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds. these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EJCDC GENERAL CONDITIONS 1910-3 0990 Edtim) cot Q'I'Y OG FORI' COLLI NS MODIFICATIONS tRL•V 42000) .,rune are more specifically identified in the Agreement, together with all Written :amendments, Change Orders, Work Change Directives. Field Orders and ENGfNEER's written interpretations and clarifications issued pursuant to paragraphs3.5, 3.6.1 and 3.6.3 on or after the Effective Irate of the .Agreement. Shop (.hawing submittals approved pursuant to paratw aphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4.2.1 and 4.2'2 are not Contract Documents. 1.11. Contract Price —The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the :agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work), 1.12. Contract '!Times —The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINFF.'R's written recommendation of final payment in accordance with paragraph 14.13. 1.13. C'OMIRAC/'OR—'The person, firni or corporation with whom OWNER has entered into the Agreement L14. ckf ettue—An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of fatal payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.1 p), 1.15. Drawings --The drawings which show the scope, extent and character of the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1,16. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such cute is indicated it means the date on which the Aereement is sitsted and delivered by the fast of the two parties to sigrn and deliver. 1.17. &VGINTER—The person, firm or corporation named as such in the Agreement. 1.18. ER'Gh EER's Consultant- :A person firm or corporation having a contract with ENGINEER to furnish services as ENGINTEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Order --A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. 120. General Requirements -Sections of Division I of the Specifications. 1.21. Hazardous ;Vayte—The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste .Disposal Act (4-1 USG Section 6903) as amended from time to time. I._2.a. Laas and Regulations; Lars or Regulations --Any and all applicable laws. rules, reputations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction 1.22.b. Legal Holickws--shall be those holidays observed by the Citv of Fort Collins. 123. Liens --Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the. work. 125. Notice ofAwarzf A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent :successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. 126. Votice to Proceed —A written notice given by OWNER to CONTRACTOR (with a copy to FNGINF..FI ) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 127, OfVNER--The public body or authority, corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided. 1:25. Partial Utilization -Use by OWNER of a substantially completed part of the Work for the purpose for which it, is intended (or a related purpose) prior to Substantial Completion of all the Work 1 29, PCBs —Polychlorinated biphenyls. 1,30. Petroletan--Petroleum, including crude oil or any fraction thereof which is liquid at stantlarcl conditions of temperature and pressure (60 degrees Fahrenheit and 147 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline. kerosene and oil mixed with.other non-I•Iazardous Wastes and crude oils. 1.3 L Project —The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 1.32,a. Radioactive .Material—Suurce. special nuclear. or byproduct material as defined by the Atomic Energy Act of EJCUC GENERAL CONDITIONS 191" (1990 Editim) wl CITY OF FORT COLLINS MODIFICATIONS (REV 4PN(Y) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 133.b. Rertular Ifork-ine Hours -Regular working hours are defined as 7:00am to 6:00pm unless otherwise specified in the General Re irc1u emzncc 133. Resident Project Representative --The authorized representative of ENGINEER who may be assigned to the site or any part thereof. 1.34. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the .Work will be judged 1..35. Shop 7arartings---AII drawings, diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR arid submitted by CONTRACTOR to illustrate some portion of the Work. 136. Specification—T hose portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. L37. Subcontractor ---An individual, firm orcotporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 138, Sibstantial Completion --The Work (car a specified part thereof) has progressed to the point where, in die opinion of ENGINEER as evidenced by ENGINEER's definitive certificate of Substantial Completion, it is sulliiciently complete, in accordance with the Contmet Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment its evidenced by ENGrNF,F..R's written recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete' and "substantially completed as applied to all or part of the Work refer to Substantial Completion thereof 139. Supplementary Conditions —The part of the Contract Documents which amends or supplements these General Conditions. 1.40. Supplier —A manufacturer. fabricator, supplier, distributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1,41. Undergrotard Facilities —All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products; telephone or other communications, cable television, sewage and drainage removal. traffic or other control systems or water_ 1.42. Unit Price 146rk-Work to be paid for on the basis of unit prices. 1.43. Work --The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents- Work includes and is the result of performing or furnishing tabor and furnishing and incorporating materials and equipment into the construction, and perforating or furnishing services and furnishmeing documents, all as required by the Contract Docunts. 1,44, ifork Change Directive -A written directive to CONTRACTOR, issued on or tiller the Effective Date of the Agreement and signed by OWNIN and recommended by ENGINEER. ordering an addition, deletion or revision in the Work, or respondin, to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragraph 6.23. A Work- Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the, change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2, 1.45. Written Aniemlment--A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the noncngincering or nontechnicA rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2-PRE M-H ARYNLaTTER5 Delivery of Bonds: 2.1. When CONTRACTOR delivers the executed Agreements to OWNER CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5-1. Copies of Documents: 2.2 01VNER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request. at the cost of reproduction. Conuueneentent of Contract Times, Notice to Proceed• 2.3. The Contract Tunes will commence to run on the thirtieth day after the Effective Date of the Ageement, or, E1CDC OENERAL CONDMONS 1910-3 0999 Editim) wi CITY OF FORT COLLI NS NIODn1CA'rIONS (REV 4II000) if a Notice to Proceed is given- on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within thirty days alter the Effective Date of the A-&eement In RZt 0 eorttmeneerte Rrtrt-lateralbum tits siltieth day afte> t]ae-cler of-Bid-opening•or-the•thirtieth-day-after the-EtFeetivedhtte of --the :-�ucement,whiehever-date-isearlier- Starting the Work: 2.4. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to run. but no Work shall he done at the site prior to the date on which the Contract Times commence to run. Before Starting t onstruetfgn: S.Before undertaking each part of the Work-, CONTRACTOR shall .carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRACTOR shall promptly report in writing to TiNOMIEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from FINGINF.F.R betbre proceeding with any Work affected thereby-, however, CON'rRACjTOR shall. not he linhlc to OWNER or FNCrNF,F,,R for tailure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the .agreement (unless otherwise specified in the Gencral Requirements), CONTRACTOR shall submit to UNI GNEER for review: 1-6.1. a preliminary progress schedule indicating the times (numbers of clays or elates) for starting and completing the various sages of the Work, including any Milestones ;specified in the Contract Documents-, 2.6.2. a prelumuuary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting- reviewing and processing such submittal', 1&11. In no case will a schedule be acceptable which allows less than '21 calendar days for each review by Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices -of items a_tuegatmg the Contract Price and will subdivide the Work into component parts insufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 17. Before any Work at the site is started. CONTRACTOR aM OWNHZ shall eaeh deliver to the otheR OWNER. with copies to identiftad t+ thc�SRl^�' ^ �� ^ Condit ong EN(;H\lEFR, certificates of insurance (and other evidence of insurance Which t5itheFO(•—ihilfn—HF—ttrlV—aEkiitlElrtH l—tn5ttF2E1--FHHy Feasemibly—fze4u st requested by OWNER) which CO\'TRACTOR-mv34Ai-`Net ,Lrespee3tively are is required to purchase and maintain in accordance with paragraphs 5.a-56•and -i:7. Preconstruction Conference: 2.8. Within twenty days alter the Contract 'Times start to run, but before. any Work at the site is started, a conference attended by CONTRACTOR, E\TGLNEER and others as appropriate will he held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records. Initially Acceptable Scheduler: 2.9. Unless otherwise provided in the Contract Document, al-lzasEten ilpplieatfor pain before any work at the site begins a conference attended by CONTRACTOR, ENGINEER and others as aptmepFiate clesi nag tod by OWNER, will he held to review for acceptability to FNGINEER as provided below the schedules submitted in accordance with paragraph2.6. and Division 1 - General Requirements. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the, schedules are submitted to and acceptable to ENGINE1 R as provided -below. The progress schedule will be- acceptable to F..NGTNF..FR as providing an orderly progression of die Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGWEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR Bonn CONTRACTOR'S full responsibility therefor. CONTRAC'TOR's schedule of Shop Drawing and Sample submissions will be acceptable to FNGTNF.F.R as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's schedule of values will be acceptable to LNGMTEER as to form and substance. ARTI.CLE 3—CONTRACT DOCUMENTS: INTENT, AlN1F,1ND aNG, REUSE Intent: 3.1. The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the Work. The Contract Documents tee complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to EJCDCrJENERAL CONDI11ONS 19103 (1990 Eclitiail w/ CITY OF FORT COLLINS MOD11WAnONS 11LtiV 4P.000j describe a functionally complete project (or part thereot) to be constructed in accordance with the Contract Documents. Any Work. materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Skand4rdv and Specifications of Technical Societies: Reporting and Resolving Mscrepancies: 3.3.1. Reference to standard., specifications, manuals or codes of any technical society, organization or tissoeiatiom or to the laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code or Taws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may he otherwise specifically stated in the Contract Documents. 3.3.2. If, during the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of die Work or of any such standard, specification, manual or code or of any instruction of any Supplier referred to in paragraph 6.f, CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6; provided, however, that CONI TFLACTOR shall not be liable to OWNTER or ENGTVIM-R for tailure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, .unbiguity or discrepancy between the provisions of the Contract Documents end: 3.3.1L the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard, specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER, or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it he effective to assign to OWNER, FNGINEER or any of FNCrINEF:R's Consultants, agents or employees any duty or authority to supervise or direct the. furnishing or perfommancc of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or `satisfactory" or adjectives of like effect or import are used to describe a requirement, direction review or jucitnnent of ENGINEER as to the Work, it is intended that such requirement, direction review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such terns or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. .Amending and Supplementing Contract Documents: 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 3.5.1. a formal Written Amendment 3.5.2. a Change Order (pursuant to paragraph 10.4), EXI)C GENERAL CONDM ONS 1910-5 (1990 E(lNcn) w/ CITY OF FORT COLLINS MODIFICATIONS (RL•-t' rOGO) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In addition. the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph '9.5), 3.6.2. IDiGMMER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.27). or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse ojDocunrents: 3.7. CONTRACTOR. and any Subcontractor or Supplier or other person or organisation performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or FNGfNF.ER's Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER. ARTICLE 4--AVMLABL1ITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE PORTS rtrailabitiry ojLands: 4.1. OWNER shall ti[mish, as indicated in the Contract Documents, the lands upon which the Work is to be perf6rmed, rights -of -way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR L-+pm-reasonable-written raquess, sta[anmenr.oFrecord-legal-title-and-legs I -description -of -the lands-upon-which-the—Work--is-to-be-per-formed-and UW1lER's-interrl-(heroin-as-nec;essarv-Cor-givi[�-nuticY of-or—ti lir>g-a-ntaclmaniUs-I im-against-such-1a ads -in OWNER shall identif}. any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. If CON R' ACTOR and OWNER are unable to amee on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rightsof- way,or casements. CONTRACTOR may make a claim[ therefor as provided in Articfes I l and 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. J?. Subsurface and Pkvsical Conditions• 4 2.1. Reports and Drauings: Reference is made to the Supplementary Conditions for identification of 2.1.I . Subswrface "Conditions. Those reports of e..plorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGMTEER in preparing the Contract Documents. and 4.2.1.2. pirysicai Conditions: 'those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Uncicrground Facilities) that have been. utilized by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance by COMR4CTOR Authoriaect Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings arc not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGEVEER's Consultants with respect to: 4.2 2.1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques; sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2•.2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2.2.3. any CONTRA( TOR interpretation of or conclusion drown from any "technical data" or any such chi a, interpretations; opinions or information. 4.2.3. Notice of Differing Subsurface or Physical Conditions: If CONI'RACI'OR believes that any suFnurface or physical condition at or contiguous to the site that is uncovered or revealed either. 4.2.3.1. is of such a nature as to establish that anv "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature as to require a change in the Contract Documents, or 4.2.3.3. differs materially from that shown or EXDC CANE.RAL CONDITIONS 1910.8 (1990 Ealitim) al CTrY OF FORT COLLI M MODIFICATIONS (Jr-EV 4T_OOOj indicated in the Contmet Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall; pFenv ily immediately_ after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by pamgmph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall nor further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4. ENGiNEER's Re-i4eiv: ENGINEER will promptly review the pertinent conditions, determine the necessity of OSVNER's obtaining additional exploration or tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINfiER's findings and conclusions. 4.2.5. Potirible Contract Docrrmentr Change: if ENGINEER concludes that a change in the Contract Documents is required as a result of a condition that meets one or more of the categories in paragraph 4.2.3. a Work Change Directive or a Change Order will he issued as provided in Article IQ to reflect and document the consequences of such change. 4.2.6. Poerible Price and Timer r 4ustment . An equitable adjustment in the Contract Fria: or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of, or time required for performance of. the Work; subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories describe([ in paragraphs 4.2.3.1 through 4.2.3.4, inclusive; 4,2.6.2. a change in the Contract Documents Pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4:2.6.3. with respect to Work that is paid for on aUnit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.1 U aril 1 1.9; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if; 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNFER in respect of Contract Price and Contract "Times by the IM Prospect Road. There was an approximate 10-foot deep ditch that ran parallel to the railroad tracks along the east edge of the subject corridor, south of Prospect Road. The ditch apparently begins at the Prospect Road intersection, as a culvert inlet is apparent on the south side of Prospect Road. A storm drain was apparent on Prospect Road directly above the culvert inlet. The ditch was dry at the time of our visit; however, the soil within the ditch appeared to be stained black and there were numerous areas of trash and debris within the ditch. The ditch ran from the Prospect Road intersection south to at least the end of the subject corridor. The area surrounding the corridor was mostly developed in this area. There was an Abo's Pizza and a strip mall on the northwest quadrant of the railroad and Prospect Road intersection, a vacant, fenced -in building on the northeast quadrant (former Public Service building), a large commercial development and strip mall on the southeast quadrant, and a Check Holder's commercial business (former open LUST site at 221 W. Prospect Road) on the southwest quadrant. There were five 55-gallon drums labeled as 'non -hazardous' on the south side of the wooden fence at 221 Prospect Road. There was residential development on the east side of the corridor, north of the former Public Service building, south of Lake Street. There was undeveloped land south of the 221 Prospect Road building on the west side of the corridor extending to the southern extent of the project area. During our site inspection, there was no evidence of hazardous materials or petroleum products being used, stored or released within the study area or on any adjacent properties. There was evidence of soil stains located within the storm drainage ditch along the west side of the corridor, south of Prospect Road. The stains are likely a result of run-off from the adjacent paved parking lot that was associated with the former Total filling station located at 221 West Prospect Drive, an open LUST site. 2.7 Transformers There were numerous pole -mounted electrical transformers observed during our site visit on or adjacent to the subject corridor. Electrical lines trend perpendicular to the corridor. The transformers appeared to be in good condition with no indications of leaks or fire damage. Poudre Valley Rural Electric Association (REA), the owners of some of the transformers, indicated that they periodically test their transformers and have removed the majority of their I�4 n'I A.nA Kumar & Associates, Inc. submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.21 the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 4.2.6.4.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to a_ree on entitlement to or as to the amount or length of anv such equitable adjustment in the Contract Price or Contract Times, n claim may be made therefor as provided in Articles 11 and 12. However, OWNER, ENGI'NFF,R and ENGINEF;R's Consultants shall not he liable to CONTRACTOR for any claims, casts, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project 4.3. PhYsical Condtions—(underground Facilities. 4._i, l . Shown or ln(*cated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNI FR or FNGTNFF.R by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4:3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1.2. The cost of all of the following will be included in the Contract Price and COl ITR:\CTOR shall have till responsibility for: (i) reviewing and checking all such in formation and data, (it) locating all Underground Facilities shown or indicated in the Contract Doeuments,(iii) coordination of the Work with the owners of such underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in paragraph 620 and repairing any damage thereto resulting from the Work. 4.3.2. Nor Shown or bnchcaled• If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents. CONTRACTOR shall. promptly immediately alter becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.23). identiti' the owner of such Underground Facility and EJCUC GENERA!. CONDITIONS 1910-8 (19'A Edlim) e•! GITY OF FORT CVLLI NS MODIFICA'rIONS (RL•-V 40000) give written notice to that owner and to OWNTER and ENGTNTER. ENGnrEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If LNGMMER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided in Article lb to reflect and document such consequences. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility ns provided in paragraph6.20. CONTRACTOR shall may be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicawd in the Contract Documents and that CONTRACTOR did not know of and wuId not reasonably have been expected to be aware of or to have anticipated. I£O\NER and CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contract 'times, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. However, OA'NTF.R, F.NGTNF.F.R and F.NGTNF.F.R's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points: 4.4. OWNF.'R shall provide engineering surveys to establish reference points for construction which in FNGTNEER's judgment are necessary to enable CO\rl'RACfOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OVNER CONTRACTOR shall report to CNGMER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in gmdcs or locations, and shall he responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. . 4.5. .Asbestos. PCBs, Petroleum. llazardous Waste or RadioactiveMaterial: 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive \Material uncovered or revealed at the site which was not shown or indicated in Drawines or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial clanger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. 4; j=-(>t3�I�FR�16Tc=1iislut II-immv� Iiately-{i)•etop-nl I �4'�Irlrirt-sortnestion-witlt-stleh-hntttrdett4s�rliticxt-an'rrl in any area affected they-eby (exuepk in an eatcFF y Q)V�: ,R�Hnd-ENGDs E.ER (ar,o-thereafter-so rtrfn suoh-noti ce-i n-writ ing)—OWNER-shall-prom pt iy (*null -with -ENGINEER concemirig-the-necessity-far OWNER- w-retain-n-qualined-expert-to•evaluate-such httEardous sontlT—estiVe au i0n; if env. in CE)Me6tiffl With (CUc I=FR.=�(zFC)It shall•not-be-required-to-resume-WUrk h h n-anv sash at any -required -permits -related -thereto -and -delivered -to E913-'Flb4QT$P�-spesittl-tt'•ri tken-rietisr:- f t}-�s+f�atg that -sash -condition -end any affeatedareA. is or has been rendered-sstfe-for -the-rnumptiEnn-opW ork-er (ii) spesifvin' en}speeial Work -may -ha-regum ed-safely-tf-F1WNEt�-and C'CAP}'F{�t�UFE}R-sanrnet--Et_ree-as-to-entitlement-to-er Worlrstoppager--;uch-speoiat-conditlens-under-whieh Lw GONTRAGTOR to he - naTed, mni-,- A PlAim therefor as provided in 410.r.. i A ndice^+ i; if ,tf ^a,r-receipt-o€ sueh special written notiee COW R-ACCFOR-does-exit-agree-to-resume-such-w<xk based en it agree-W) FL;U !e 9UC h-speatal eolit-ions-then F34V 4ks of the-Worl�thet-isrin con+nestiai� with %eh4vwaFdou5 ee ndition-or-in-sueh-atia:ted area to -be -deleted -Breen [hp Wed. If OWNPR and C- agree-as,to•entitlement-to•or-tha-aniotnt-or-entent-of-an adjustment-iFanv-irrFt ntev Sus.4,.-tPeFtion f the Work, then eiEJxr-party-may-mal:a-n-clautt-dnarafcx as -provided -in portion -of -the Work perfonned-hv-OWNER's-own forcesor-others-inaecorclance-with-iliticle-7- ws and nde Regu laticxns-OIVNFR-shall-imnity-a rich -hold fnarmkss----•(�(�tiTRt\CTC�R, Subecxntrastors: E�1fTFaTEEfr. Ei vii. ESTc�-copal. a.. and _Fh officers, —directors, —employees, —agents. —other consultants-tench-stibatntractors-of each -trod -any -of them-from-aril-agaimt-all-claims-costsr losses=and cla m ages -arising -out- o f-or-nisi (t ing-Cran-su u h laaetrcaetrseo lit' - im-, wsL-loss-or-damage-is-attributable-to-bodily-injury; stslaness chase Ftse> cw ekat#�E>Fte injury to or de5trt+stiEm i>E-tangth{n-proptv�Y-Frtthe�tlrrur-the-li`orlritsntf); including-the-loss-of-use--resultin=-therefrom,rind (ii)•nothing-in-this-subparagraph-4. j-.4-she Il-obligate OL1ntER-to-irxfem nity-tiny-person-or•entiiv-ti om-trod against the consequ nues of that ity's ow-n-negligence: _ F pa rtp: :-' and 4 3 are ne�F-intended stiveZ'.Iateria ovrrrd EJC DCOENERAL CONDITIONS 1910-9tt990 Editim) wlC.T rY OF FOR'r dWLLINS UODIFICA-riONS IREV a/1000j ARTICLE 5--BONDS AYD INSURANCE Performance, Payment and Other Bonds: S.I. CONTRACTOR shall furnish Performance and Payment Bonds each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONfRAGfOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except 2s provided otherwise by I..aws or Regulations or by the Contract Documents. CONfRA("I'OR shall also tiamish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by laws or Regulations and shall be executed by such sureties as are named in the current list of "Companies. Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the audit Staff, Bureau of Government Financial Operations, U.S. Treasury lh:partmenL All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond famished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within tent days thereafter substitute another Bond and surety, both of which must he acceptable to OXVNF.R. 5.3. Licensed Sureties and fnsurers; Certificates of Insurance: 5.3.1. All Bonds and insurance required) by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions; certificates of insurance (-and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with piaral7aph 5.4. OWNER --shall delive opies-tv-eash udditional-insured-identified-in-the-Supplementary CUntutioas-saFtiGsttte:. Of iffildfiffl6e (andR t.,ti _.or any sti�hv-G:QPFFRTICT-QPt insured} tvhieM ()W is t nntaink CONTR,ICTOR'.v Liability Insurance: i.4. CONTRACTOR Mall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of the Work and COi\,fRACTOR's other obligations under the Contract Documents whether it is to be performed or furnished by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable: 5.4.1. claims under workers compensation disability benefits and other similar employee benefit acts; 5.4.1 claims for damages because of bodily injury, occupational sickness or disease. or death of CON'fRAC'I'OR's employees; 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees: -i:4:4-claims-fix-dantngrs-insured-by-custoni my persennl injury -liability ecwert �a svh,� Sri au=sERtrlcti (i) by FIR5, txrsen es F> res„ram; ;t T�_Qt;rectly ex mt&- c-tly-related to- IV- rrrrronrrnu sr r r=peffiOt f4 AAn' otheFreason- 5.4.5. claims for damages, other than to the Work itself; because of injury to or destruction of tangible property wherever located, including loss of use resultine there&om: and i,4.6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: 5.4.7. with respect to insurance required by paraLwaphs 5.4.3 through 5.4.6 inclusive and 5.4.9, include as additional insureds (subject to any customary exclusion in respect of professional liability). OWNER, ENGLNEER. ENGIINEER's Consultants and any other persons or entities identified in the Supplementary Conditionu, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds, 5A.5. include the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations; whichever is greater; 5.4.9. include completed operations insurance; EJCDC GENERAL CONDITION51910-S (1990 Edition) wt (,I'rY OF FORT COLLI N5 \IOUIFICA'rIONS (RL•V dR000 ) i.4.10. include contractual liability insurance covering CONTRACTOR's indemnity obligations tinder paragraphs 6.12, 6.16 and 6.31 through 633; 5.-4.1 I. contain n provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty= days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identifted.in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.3.2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing ckfec-tive Work in accordance with paragraph 13.1=: and 5.4.13. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OW'NF.R and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satistactory to OWNT-R and env such additional insured of continuation of such insurance at final pvayrnent and one year thereafter). OIPAVR'.s• Liabiiiry Insurance: 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph 5.4, OW NTP- at OWNER's option may purchase and maintain at OW'NER's e\pense OWN--R's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Propertt, Insurance: a:ti—Unless-otherwise-pxovidecl-in-fix:-Sup>tnknnentnav C�>txiitit>tns,-l�4Giv LR-shall-pureftnsa-n rxi-nta iniein of -the -full —replacement —cost —thereof' —(subject -to -such deductible -a mounts-cis-m av--be-proviele(I-in-the Supplementary -Conditions -or -required -by -haws -and Regulations). -This -insurance -shall= 6 6-l-include-Fhe---interests=of-U1•MNER: CO,ITIiY\C_TOF, 5ttbcoMF s, 1�'ErFER's-CEx3strlFents-grid erty-ether-persons er ent it ias-identilieel-in-the-Supplementary-C_'ond itions; each•o[ svhum-is-deamctil-tqhave-an-insurablrintcrcst and shall -be -listed -as an -insured or-tadditional-insured; �:6-�-6e-srrilten-un-a-Builder's-Kisk='ell-risk-cx Open peril Of Teuild sausrs crl-lFr s peliuy term that shall et least-iFiblctd 5 iit der a la ll ark-temtper�iry butkiir fat sesverle Md Wadi in a lrFiitsit Arid slwfF iitsure agaiiis� ii�kits! the #elle,wifng--perils:-tire-lightning-e?aen.^^d coverage-thetf-vandal ism -a nd-malicious-m ischief; eRrt#telktal�-cellap�,;-ckbris-ranTuvRl-ciemelitiort owitsioned by sp-if ca- regkired-fav-tkc�Supglemeatery 6endNions 5;63-include-expenses-incurred-in-the-repair or replacement-of-any-insured-property-(includin, but -not architects); - .. . cd ut the site etr-at-another-location-thst-was-agreed-to-in-writing-by prcwided-dint suslrmauT Rls and eq ipmet haves. n fraymznt-reeommenEW l�t"sk�:E, tA:lr l"sly ntrl }Fi.�-bn-tnaintntrted-in-en�.:�T.=,tit-4tnRl payment -is made unless n-writing-by QckWEo CnrrrR. ACTOR. .,..,, LNr_r ERE thirty-days-writtetk-, ^�;s..�e�.sh-othe�addttionRl issued 5.7. 63VkNF Laws am us-mRy-Ix-required-by-the-Supplementnry-C_i�kTdit ions-rx Ts-w4iiak ...:u : _led-- uh- v r pk�mei:ofy Y.k-d2etTTCd-FdliRYc'-RkT-kfiSTTfRble-tm2riat-Rr^'Fir--,r"klRll-bL-ii3t2dR.9 Rl imurAd �.R. 111 ihainsurance (find the eortificates or ot1TaF-a ;,k.. there O FequiFed tO k k, t Rd maintained-by-(11.G v'Lt-in-accordame-witli-txkrographs :6 and-5-7-will-eon * ent-Nit the ce.iverage-atTorde<I-will-not-ba-cancelled-or-materially changed-or_renewel-refused-.unti6nt-least-thirty-days'-oriex written-rw6ce-has-been-given-to-OW WER--and GE3?r FR. ' wh' -a-certificate-of-irmronea-has-been-iqsued-Find-wilI contain —waiver provisions —in —accordance —with txknk`�raplr'�l-F' 5.9. OWNER shall not be re,-Wnsible for purchasing and maintaining any property insurance to protect the interests tit' CONTRACTOR- Subcontractors or others in identi lied-irr dw-Supplementary-E ondit ions=The-risk--vf Imo -within such iderkt , •--be-6eriw by Arty such-loss=and-ifanv-ot-i hem-w i shes-property-msum nca coveragr-within-th,•-limits-of-such-amounf rach-may purchasd and-maintain-it-ut-the-purchkt.wes owive.,-ponsa. 5-14i---t{=CUiV�FR.4UFUR-rcyursts-irrwritir� Ehat-other Change Order en- Araendmem. Briar-tn EJCDC GENER V. CONDITIONS t 910-5 (1990 Editim) Wl CITY OF FORT COLLI NS M1IODIFICAMNS IREV 4R000) wntmeneament-ot-the-Work•-at-tlTa-site-t36V�1GfZ shall-ikT writing-kkdvisa-C:C)N-'Fli�\t;-T-C� 5A 1. il<aiveFef46ghfs 5-1-I-I-O%V iER and•CUAFf-RAGTOR- intend- thRt•RII policies•purchased-in-accordance-with-paragrapltis 5:6 � �01rnrrn C-(D\;Tp& fGT- p 5ulx;ontractors.—EIYUlNEER Ek�iULAiElJ12's C-0multants Rttti Rlt c�tlTar persen�c anti¢ies identificcl in listed as insureds -or additional-imureds-in Stich -policies -and wtN-prov ides-primary-eETverttge-toFail-kisses-and danTagc*s-caused-by--Ehe�-peril�c�avare�Eherel3}.-All such-pal+ei�w-sltRll-eontstin-previsiekts-itT-Ehaet-that in-the-event-oFloss-or-Jacaage th insurey of iTRAGTGR Waive all r4% UTa-insureds-or-additional-insure-t�-,��,�. cB.,.-.,1« '1 against-eRsh._R,k ...�,i ,hri�r��v-o:r ws dirastoes-employees itnd-naants far all t,--,o-,-,..^ an any -of -the perils covered b5' ^•^h peli^;,^ and any -Plic6 in .iddiiti<, n waive- SubsontmGtem,c„r_kArccn��rrt•�rr�r>rr}I'4�� C nlsultant4und•FiII-other-persotts•or-erktities-identified itT-41Tut��l a-Srmtntarto be liSted it insuradss-er-udditien Condilieffi - sdve�an� to the rights that any rR Ft) making-stkeh-waivernwA-have to -the -proceed" in,Rwan a ha . lxkyahla•urxkr-any-policy-so•issuecl• S- .4-kgr-Itr-Rddition, O':uNr-u waivLN all :.,tug ago uist G6)kTRi\GTOR--.Subcontractors; Et�UtAFEER— r--.v:RR's-Ftmsttltents-ettkf-Elie oftiters-directors-employees-ancl-agents-of-arty-of tham-tor loxtdue to business ititerruptiert-his of-use-or-other-aTtTseque Fit iFi 1-Iczss-extending ef the lxy�xtd-direct-1?hysiml-loss-tier-damage-to >Flr eat�Uv arising-ottt-oF•or-result ing-frotTt-fire-or-uFher-pail; whether-or-no4-insured-by-0\4NER and -1-I-? —loss-�x-damage-to-the-conTplatad resultit>a-&om-tiro-or-wher-irtsured-peril-covered bv-unv-nrHoaA v-inst+ranee-mnirttairxd-otT-the durirg—purtial—uti li ak Lion —pursuant —to paragraph-1-4:10;.-after-Substantial-Completion pu rsuimt-to-par(igruph-41:8-or-a tier-tmal-payment kFF -11 IS iR 'hd-q PsFp to tlir-rvcgtt-cpR - eomequent:.,t t.,,._,pAq th., _;vill hAve no rights. recovery-against-any-ot=C,(1NTRAC=TOR- Subcontractors, 6Pif�T�i&FEE?iE±Fa:681�s-G�frtstaltt+nt�.-,-�;n.-�,t ,�,�eAic�rs; gewtsoFeny of thegtr. Receipt and Application ofInsurance Proceeds: 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OWNER and made payable to 0kV-NER as fiduciary for the insureds, as their interests may appear. subject to die requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached die damaged Work shall he repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5.13. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of lass to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. I f no such agreement among the parties in interest is reached, QWWER as fiduciary shall adjust and settle the loss with the insurers ^-.' i FequiFed w I— interest; lS} o bond fgrQF.. rhrh prepOF�duties. Acceptance ofllondv and lnsurance; option to Replace: 5.14. If either parry-(OWNER-er GGgrr-IlRe ram) OWNER has any objection to the coverage afforded by or other provisions of die Bands-orinsurance required to be purchased anti maintained by the other —party CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the objecting-party-shall-so•notify-the-other-party OWN-M will notary CQN1'R _\C:1'(?R in writing within ten fifteen days after receipt delivery of the certificates (or -other -evidence requested) to O\_\nr_GR as required by paragraph 2.7. t NNI�7'[rcrti<'iGi;FKAGTOK other-such-acktitional-infonuation-in-fesptct ot'-insurance pror• ickcl-tas-the-odiar-may-reasonably-request--[f-either party-does-trot-purchase-or-maintain-till-o&the-Bonds-and insumnee---required-of-sucfi-party-by-the-Contract Liumenis-slept-patty- sheer-ty-in writing -of -such -failure -to -purchase -prior -to -the -start -of --the l4t>Fl iFc�f stwpi failure is maintain -prig to tray shiinge-in ititl-rCEfNFrcEf-eAL'era �:LitlaettFpF2jtrcftG�10-env-etheFFiglit or-remedy-the-other-party-mawelect-tea-obtain-equivalent Borxls• or-insurarnx-lo•proteeF sue: hother-parry's-interests-at the-expense-of-th.i-pitrty-who-was•requ fired -to -provide -such ef>vrraand a Chan9rdeshall be issued to tidlust the Contraet-Yrieoac�:cxdir>cly- Partial Utilization -Property Insurance: 5.15. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial EJCDCGENERAL CONDITIONS 1910-5 (1990 Ectitim) Nvi CITY Of FORT CSOLLI NS MODIFICATIONS (RL•-V 4r000) Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.11} provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. 'rhe insurers providing the property insurance shall consent by endorsement on the policy or policies, but. the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ANTfCLK 6-CONTRACTOR'S RESPONSIBILITIES Supervision and Superintetrdence: 6.1. CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently. devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CON'f RACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but CON'I'RAM'OR shall not be resporissible for the negligence of others in the design or specification of a specific means. method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract 1oocuments. CONTRACTOR shall be responsible to scc that the completed Work complies accurately with the Contract Documents. 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordimaryy circumstances. The superintendent will be CON'M,\CTOR's representative at the site and shall have authority to act on behalf of CONTRACTOR. All communiattions to die superintendent shall be as binding as ifgiven to CONTRACTOR. Labor, Materials and Equipment: 6.3. CONTR-,\CTOR shall provide competent, suitably qualified personnel to survey, lay out and airistruct die Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of persons or the %York or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONRRA(HOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written notice to GNGLNEER. CONTRACTOR shall submit requests to the ENGrNEER no less than 48 hours in advance of anv Work to be performed on Saturdav, Sunday, Holidays or outside the Regular Work-in¢ Hours. 6.4. Unlcss otherwise specified in the General contains or -is followed by words reading that no like, Requirements, CONTRACTOR shall furnish and assume equivalent or "or -equal" item or no substitution is full responsibility for all materials, equipment, labor, permitted. other items of material or equipment or transportation, construction equipment and machinery, material or equipment of other Suppliers may be tools, appliances, fuel power, light, heat, telephone, water, accepted by ENGNEER under the following sanitary facilities, temporary facilities and all other circumstances: facilities and incidentals necessary for the furnishing, performance. testing, start-up and completion of the Work. 6.7.1.1. "Or -Equal" If in LNIGI-t\FEER's sole discretion an item of material or equipment 6.4.1. Purchasing Restrictions: CONTRACTOR proposed by CONTRLACfOR is functionally must comply with the City's purchasing; restrictions. A equal to that named and sufficiently similarso that copy of the resolutions are available for review in the no change in relates! Work \vlll be Required. It may offices of the Purchasing and Risk Mannizemen be considered by f NGINEE;R as an "or -equal" Division or the Citv Clerk's office. item, in which Lse review and approval of the proposed item may, in FNGINEFK's sole 6.4.2. Cement Restrictions: City of Fort Collins discretion, he accomplished without compliance Resolution 91-121 requires that suppliers and producers with some or all of the requirements for of cement or products containing cement to certify that acceptance of proposed substitute items. the cement was not made in cement kilns that bum 6.7.1.2. Substitute Items: If in ENGINEER's sole hazardous waste as a fuel. discretion an item of material or equipment proposed by CONTRACTOR does not qualify as 6.5. All materials and equipment shall be of good an "or -equal" item under subparagraph 6.7.1.1, it quality and new, except as otherwise provided in the will be considered a proposed substitute item: Contract Documents. All warranties and guarantees CONTRACIOR shall submit sufficient specifically called for by the Specifications shall expressly information as provided below to allow run to the benefit of 0W`ii MR. If required by F.NGII iF,F.R, FNGNFF,R to determine that the item of material CONTRACTOR shall furnish satisfactory evidence or equipment proposed is essentially equivalent to (including reports of required tests) as to the kind and that named and an acceptable substitute therefor. quality of materials and equipment All materials and The procedure for review by the ENGL\IEER will equipment shall be applied, installed, connected, erected, include the following as supplemented in the used, cleaned and conditioned in accordance with General Requirements, and as FNGINFFR may instructions of the applicable Supplier, except as otherwise decide is appropriate under the circumstances. provided in the Contract Documents. Requests for review of proposed substitute items of material or equipment will not fx; accepted hn• Progress Schedule. FNL GNEF.R from anyone other than CONTRACTORIf CONTRACTOR wishes to 6.6. COYMAC'1.OR shall adhere to the progress furnish or use a substitute item of material or schedule established in accordance with paragraph 2.9 as it equipment, CONTRACTOR shall first make may be adjusted from time to time as provided below: written application to LNGINMER for acceptance thereof, certifying that the proposed substitute will 6.6. L CONTRACTOR shall submit to ENGNE-ER perform adequately the functions and achieve the for acceptance (W the extent indicated in results called for by the general drsie 1, be similar piaragraph 2.9) proposed adjustments in the progress in substance to that specified and_ be suited to the schedule that will not change the Contract Times (or same use as that specified The application will fufilestones). Such adjustments will conform generally state the extent, if any, to which the evaluation to the progress schedule then.in effect and additionally and acceptance of the proposed substitute- will will comply with any provisions of the General prejudice CONTRACTOR's achievement of Requirements applicable thereto. Substantial Completion on time, whether or not acceptance of the substitute for use in the Work 6.G.2_. Proposed adjustments in the progress schedule will require a change in any of the Contract that will change the Contract Times (or ivfilestones) Documents (or in the provisions of any tither shall be submitted in accordance with the requirements direct contract with OWNER for work on the of paragraph 1). L Such adjustments may only be Project) to adapt the design to the proposed made by a Change Order or Written Amendment in substitute and whether or not incorporation or use accordance with Article 12. of the substitute in connection with the Work is subject to payment of any license fee or royalty. 6.7. Sub.-ditutesand "Or -Equal" Itents: All variations of the proposed substitute from than specified will be identified in the application and 6.7.1. Whenever an item of material or equipment is available maintenance, repair and replacement specified or described in the Contract Documents by service will be indicated The application will using the name of a proprietary item or the name of a also contain an itemized estimate of all costs or lxarticular Supplier, the specification or description is credits that will result directly or indirectly from mended to establish the type, function and quality acceptance of such substitute. including costs of required. Unless the specification or description redesign and claims of other contractors affected UMCGENEKAL CON0I770NS 1910.8 (1990 Editim) w/ CITY OF Fowr COLLI M MODIFICATIONS (REV ,01000) by the resulting change, all of which will be CONTTRACTOR shall perform not less than 20 considered by ENGINEER in evaluating the percent of the Work with its own forces that is, proposed substitute. ENGINEER may require without subcontracting). The 20 percent requirement CONTRACTOR to furnish additional data about shall be understood to refer to the Work the value of the proposed substitute. which totals not less than 20 percent of the Contract Rice. 6.7.1.3. CONT24CTORS• Expense: All data to be provided by CONTRACTOR in support of any 6.8.2. If-the-Supplementary-Gonclitioris Bidding proposed "or -equal" or substitute item will be at Documents require the identity of certain CONrRACTOR's e.Npense. Subcontractors. Suppliers or other persons or organizations (including those who are to furnish the 6.7.2. Substitute Constnichun Iledlocls or principal items of materials or equipment) to be Procedures: if a specific means, method technique, suhmittzd to OWNER in-advance-ef-the-specified sequence or procedure of construction is shown or data prior to the Effective Date of the agreement for indicated in and e.•pressly required by the Contract acceptance by OWNER and ENGINEER, and if Documents, CONTRACTOR may furnish or utilize a C F)*FE R eof-in substitute means, method. technique, sequence or uesorFlanse-widt- supplefflea•• t ''ondition procedure of concoction acceptable to ENGINEER. OWNER's or ENGINF.ER's acceptance (either in CONTRACTOR shall submit sufficient information to writing or by failing to make written objection thereto allow ENGINEER, in ENGINtiER's sole discretion, to by the date indicated for acceptance or objection in determine that [Ire substitute proposed is equivalent to the bidding doc uincrits or the Contract Documents) of that expressly called for by the Contract Documents. any such Sttk>Eontract�> Suppli o�etker--per: caa-er The procedure for review by ENG WEER will be so entified may he Fevaked an the similar to that provided in suhparagmph 6-7.1.2. I:.r r,.-.-ofr �i„o-^� ^^^ ^p-"• a^" in -which 6.7.3. E'ngineer's .Evaluation: F,NGrNF,F..R will be ghAll q,bntit-art the Gant -tie• Price -NMI allowed a reasonable time within which to evaluate adjusted h, the dc' - ^,ea 6n��GA� sgianed hi, each proposal or submittal made pursuant to sucli-substitution-and-an-al)i)rtl)riale-6liange-(-)rder paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the will be-isstted or Writien �Inicttdrnznt-siren-d: will sole judge of acceptability. No "or -equal" or constitute a condition of the Conyact rcquirinc the substitute will be ordered,stalled installed or utilized without rise of the named subcontractors, suppliers or other ENGINEER'S prior written acceptance which will be persons or organization on the Work. unless prior evidenced by either a Change Order or an approved written approval is obtained from OWNER and Shop Drawing. OWNI:;R may require ENGINEER. No acceptance by OWNER or CONTRACTOR to furnish at CON'fRACTOR's FNGr TEF..R of any such Subcontractor, Supplier or expense a special perforniance guarantee or other other person or organization shall constitute a waiver surety with respect to any "or -equal" or substitute. of any right of OWNER or MINEE:R to rclLct ENGINEER will record tune required by ckf>ctive Work. ENGQNZER and ENGNEER's Consultants in evaluating substitutes proposed or submitted by 69. CONTRACTOR pursuant to paragraphs 6.7,1.2 and 6.7.1 and in making changes in the Contract 6.9.1. CONTRACTOR shall be fully responsible to Documents (or in the provisions of any other direct OWNER and ENGLNEER for all acts and omissions contract with OWNER for work on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby. XVThether or not ENGINEER and organizations performing or furnishing any of the accepts a substitute item so proposed or submitted by Work under a direct or indirect contract with CONTRACTOR. CONTRACTOR shall reimburse CONTRACTOR just as CONTRACTOR is OIVNER for the charges of ENINIFNEER and responsible for CONTRACTOR's over[ acts and ENGINEER's Consultants for evaluating each such omissions. Nothing in the Contract Documents shall proposed substitute item. crate for the benefit of any such Subcontractor, Supplier or other person or organization any 6_S. Concerning Subcontractors, Suppliers and contractual relationship between OWNER or Others: ENGINEER and any such Subcontractor, Supplier or other person or organization nor shall it create anv 6.8.1. CONTRACTOR shall not employ any obligation on the part of OlVINER or ENG[NTEER to Subcontractor, Supplier or other person or organization Rely or to see to the payment of any moneys due any (including those acceptable to OIVNER and such Subcontractor, Supplier or other person or ENGME•R as indicated in paragraph 6.5.2), whether organization except as may otherwise be required by initially or as a substitute, against whom OWNER or Laws and Regulations. OWNER or ENGINEER may C1i TG11i TEER may have reasonable objection. furnish to ari subcontractor, supplier or other person CONTRACTOR shall not be required to employ any or organization evidence of amounts paid to Subcontractor, Supplier or other person or organization CONTRACTOR in accordance with to furnish or perform any of the Work against whom CONTRACTOR'S "Applications for Payment". CONI'RACI'OR has reasonable objection- EXI)CGENE AL COND11IONS 1910-S (1990 E(fitiaa) wl CITY or FORT COLL1, Ns MODjrtcaTiONS (REv,1n_000) 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors. Suppliers and other persons and organizations performing or.furnishing any of the Work under a direct or indirect contract with CONTRAUl'OR. CONTRACTOR shall require alp Subcontractors, Suppliers and such other persons and organizations perfomming or tiunishing any of the Work to communicate with the ENGINEER throur:h CONTRACTOR. - 6.10. The divisions and sections of the Specifications and the identification- of any I)mwings shall not control CONTRACTOR in dividing the Work among Suhcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work pert'cxmcd for C..ON'I'RACp'C7R by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for die bcnefit of OWNER and ENGINEER. Wheneve--any such -a- mint istzFl A."n additional ins fl paamgtaphs5_6 er 5.7—t#te--egreemrPt between the C(ONTR}\6TnR--and-the Sulx:entraetor-or Supplier -will eentairrprAµis'whefeby the Subeentfeetef-er�upplizr ,..^;...�,,.�;�-..^ ^jl-,�;ta--agatttsi--�}lkAlcu rn��•ro.�r•rnu GkVrn-rz�- Con SFtiia And- ano-- n nt hcr..:l._y an -eaused-bt; artsittg-ouEef-oFrestrating-EEortrany-eEt}tz-perils-eoyar�l-by FpFApeA}�-iRsuranc�flppliARhic�A the-Work—E f-the-irtizurers-on-any-such-pol icier -require separate wa irtr 4tnrnw tabe sit�rteef by ar3y Subr�xxraeteFt�r SUPPliff, r'ON'l-u v-rrw ..qn ,.a,.......n, ...' ...., Patent Fees and Re iralties. 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights Galling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, IRNGINEER ENGMEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent ruts or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design. proccss, product or device not specified in the Contract Documents. E iCUC 01:NERAL COND111ONS 1910.8 (1990 E(ilim) av/ CITY OF FOR'r COLLI NS MODIFICATIONS (REV 4/2000) Permits: 6.13. Unless otherwise provided in the Su Icmentary Conditions, CONTRACTOR shall obtain aril paly for all construction permits and licenses: OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all govermnental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such'as plant investment fees. 6.14. Laws andRe„ulalivns. 6.14.L CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise e\pressly required by applicable Laws and Regulations, neither OGVNP,R nor F..NGINEER shall he responsible for monitoring CONT'RACI'OR's compliance with any Laws or Regulations. 6.14.2. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bar all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTOR'..-, primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulation% but this shall not relieve CONTRACTOR of CONTRACfOR's obligations under paragraph 3.3.2. Taxes: 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the project which are applicable during the performance of the Work. 6.15,1, OWNER is exempt from Colon do State and local sales and use takes on materials to be perntanenily incorpxarated into the.projec:t. Said taxes shall not be included in the Contract Price. CONTRACTOR must apply for, and receive, a Certificate of Exemption from - the Colorado Department of Revenue for construction materials to be physically incorporated into the project This Certification of Exemption provides that the CONTRACTOR shall neither pay nor include in his Bid, Sales and Use Taxes on those building Arad construction materials physically incorporated into the protect. Address: Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver Colorado, 80261 Sales and Use Taxes for the State of Colorado Regional Transportation District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All applicable Sales and Use Taxes (including State collected taxes), on anv items other than construction and building materials phvsically incorporated into the project are to he paid by CONTRACTOR and are to be included in appropriate bid items. Use nfYrendses: 6.16, CONTRACTOR shall confine construction equipment, the storas•e of materials and equipment and the o et•ations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and arias permitted by haws and Regulations, rights -of -way, permits and casements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the. owner or occupant thereof or of anv adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. C:ON'RACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless Ok%-NER, ENGINCER, CNGINCER's Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNI ER ENGINEER or anv other part), - indemnified hereunder to the extent caused by or based upon C()Nrl;UkCTOR's performance of the Work. 6.17. During the progress of the Work, CON'rR,\CTOR shall keep the, premises tree from accumulations of waste materials, rubbish and other debris resulting tron the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about die premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by CAVINTEIR at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 6.13. CONTRACTOR shall nut load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the \York or adjacent property to stresses or pressures that will endanger it. Record Documents: EJCDC UENER: L CONDfn ONs 19 t o-s p rw E(fitim) w/ CITY or t•OR'r C'OLU NS MODIFICATIONS tRLv nrOM 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda. Written Amendments. Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9A) in good order and annotated to show all changes made during construction These record documents together with all approved Samples and a cotnterpart of all approved Shop Drawings will be available to ENGhEER for reference. Upon completion of the Work, and prior to release of final pav-ment, these record documents. Samples and Shop Drawings will be delivered to ENGINEER for OWNER. . eo, and Protection: 6.20. CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety oC and shall provide the necessary protection to prevent damage, injury or loss to: 6 20.1. all persons on the Work site or who may be affected by the Work; 6.202. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site: and 6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of anv public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may at'tect tIx nt, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs 6:20.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor. Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNTER or ENGINEER or ENGINEER's Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable., and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTR-\C'fOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTOR!--, duties and responsibilities for the safety and protection of the Work shell continue until such time as all the Work is completed and P.NGINEN has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Safety Representadve: CO_NTR\CTOR shall designate a qualified and experienced safey representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hazard Communication Programs: 6.22. CONTRACTOR shall he responsible for coordinating any exchange of material safely data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with Laws or Regulations. F:ntergencies: 6.23. In emergencies atTecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONI'RAC'I'OR, without special insmnetion or authorirttion from OWNER or FNGIiVF.F,R, is obligated to act to prevent threatened damage, injury or loss. CON'I'RAC'I'(7R shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If ENGINEER determines that a change in the Contract Documents. is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action 6.24. Shop Drawings and Samples: 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGNNEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.9). :All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show ENMTMR the materials and equipment CONTRACTOR proposes to provide and to enable ENGfNEER to review the information for the limited purposes required by paragraph 6.26. 6.24.2. CONTRACTOR shall also submit Samples to ENG tMER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material. Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable E:N(3INEF:R to review the submittal for the limited EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 16 w! CITY OF FORT COLLINS MODIFICATIONS (REV 4R000) purposes required by paragraph 6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures: 6.25.1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: 6.25.1.1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1:=, all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and 6.25.1.3. all information relative to CON'I* ACI'OR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto, CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.25:2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 6.25.1 At the time of each submission, CONTRACTOR shall give ENG114EER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from die requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGMMER for review and approval of each such variation 6.26. ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2.9. ENI GI IEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible. with the design concept of the completed project as a functioning whole as indicated by the; Contract Documents. ENG tNEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of -10- poly-chlorinated biphenyl (PCB) containing transformers. Poudre Valley REA should be contacted if any of the transformers are to be disturbed during construction activities. Xcel Energy and City of Loveland also have the potential to own transformers located along the subject corridor. They too should be contacted if any of the transformers are to be disturbed during construction activities. 2.8 Oil and Gas Wells According to the Colorado Oil and Gas Conservation Commission (COGCC) website database Colorado Oil and Gas Information System (COGIS), there were no oil and gas wells located adjacent to the subject corridor. 2.9 Interviews K+A personnel spoke with Mr. Dominic Leffler, Hazardous Waste Coordinator with CSU, in regards to environmental incidents and sites located within the CSU campus that may have the potential to have impacted the subject corridor. Mr. Leffler discussed three sites that were located on the campus that may be of interest. The hazardous waste storage facility is located at the intersection of Lake Street and Mason Street, west of the subject corridor on the north side of Lake Street. Mr. Leffler indicated CSU has allowed the permit to expire for the storage of hazardous waste within the facility, but they had been operating as a 90-day storage facility for the past three years. He said this may be the reason it was listed as a Corrective Action (CORRACTS) site (discussed in Section 3.1). He indicated that there was no groundwater or soil contamination associated with the storage facility and the facility had passed an inspection by CDPHE and EPA in July 2005. The Wood Science Building had historically discharged pentachlorophenol (PCP) into the soil through French drains in the 1950s, according to Mr. Leffler. The release was discovered and reported in 1986 and remediation has been on -going at the site under the guidance of CDPHE. According to Mr. Leffler, all of the results from sampling of the groundwater wells have been reported as below the Colorado Groundwater Standards (CGWS) for concentration of PCP, except one. He indicated that the one groundwater well that had results above the CGWS was located approximately 300 feet west of the Colorado and Southern Railroad tracks. He said that there were other groundwater wells located between the tracks and the contaminated Kumar &Associates, Inc. construction is specifically and expressly called for by die Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGI'NEF.R, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections Gilled for by ENGMTEER on previous submittals. 6._7. ENGINF,ER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.23.3 and ENGi_NEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONI'RA('fOR from responsihility for complying with the requirements of paragraph 6.2-5.1. 6.23. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample suhmissiorti accepted by F.NGNF.F..R as required by paragraph 2.9, any related Work performed prior to ENGINEER's review and approval of the pertinent submittal will be at the sole expense and responsihility of CONTRACTOR. Continuing the Work: 6.29. CONTRACTOR shall airry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.30. C0Nr)Z4CT0R's Genera! lKirrantl, and Guarantee: 6.30.1. CONTRACTOR warrants and guarantees to OWNER, ENTGi1NRER and ENNNEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRA(-fOR's warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or Operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2. normal wear and tear under normal usrg'e. 6.30.2. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in EJCDC GENERAL C'ONDM ONS I910-8 (1990 Wtiaa) w! CITY OF FORT COLD NS MODII:ICM IONS (UV 4lt000) accordance with the Contract Documents or a release of CON I•RACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 6.30.2.2. recommendation of any progress or final payment by LNTGCiNEER; 6.30.2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6.30.2.5. any acceptance by OWNER or any failure to do so: 6.30.2.6. any review and approval of a Shop Drawing or Sample submittal or the issuance of n notice of acceptability by I NGINEER pursuant to paragraph 14.13, 6.30.2.7. any inspection, test or approval by others; or 6.30.2.8. any correction of defective Work by OWNER. i Indenutijca6an: 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGNEER, ENGNT:ER's Consultants and the officers, directors, employees, agent-, and other consultants of each and anv of them from and against all claims, costs, losses and damages (including, but not, limited to, all fees and charges of enguhxrs, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to NAily injury, sickness. disease or death, or to injury to or destruction of tangible property, (other than the Work itself), including the loss of use resulting thereGom, and (ii) is caused in whole or in pan by any negligent act or omission of CONTRACTOR any Subcontractor, any Supplier, any person or organisation directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity.. 6.32. In any and all claims against OWNER or ENGI'i TEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR any Subcontractor, any Supplier, any person or organisation directly or indirectly employed by any of them to Perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers compensation acts, disability benefit acts or other employee benefit acts, 6.33: 'fhe indemnification obligations of CONTRACTOR under paragraph6.31 shall not extend to the liability of ENGINEER and ENGINEER's Consultant& officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. 25urvival ofOAligations: 6.34. All representations, indemnifications, warranties and guarantees made in, required by or given in accordance withtheContract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7--OTFfER WORK Relaled Work at Site: 7.1. OWNER may perform other work related to the Project at the site by OVYNER's own forms, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof' will be given to CONTRACTOR prior to starting any such other work and (ii) CONTRACTOR may make a claun therefor as provided in Articles I I and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requiresadditional time and the parties are unable to ngrec as to the ant punt or extent thereof. 7.2. CON'rR.-ACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the additional work with OWNER's employees) proper and safe access to the site and a r,-tsonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting and patching of the Work than may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by - cutting. excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be afftcted. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable EXI)C GENERA, COND11IONS 1910-S 0990 Editim) 1 w/C1' Y OF EOR7' COLLINS DIODIFICA'CCIONS (REV WOO ) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors, 7.3. If the proper execution or results of any part of CONTRAM'OR's Wort: depends upon work performed by others under this :article 7, CONTRACTOR shall inspect such .other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CON'TRACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance of such other work as tit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other work. (:oort&nation: 7A If OWNER contracts with others for the performance of other work on the Project -at the site. the following will beset forth in Supplementary Conditions: 7.4.1. the person, firm or corporation who will have authority and respotaibility for coordination of the activities among the various prime contractors will be identified; 7.4.2. the specific matters to be covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and resporsibility in respect of such coordination. ARTICLE 8—OWiNER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Conditions, OWNIF.R shall issue all communications to CONTRACTOR through ENG WEER. 8:2. In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer against trhont-GONTRA(;TOR—makes-no-r"sonable-tbjection; whose status under the Contract Documents shall be that of the (former ENGINEER 8.3. OWNER shall furnish the data required of OWNER under the Contract Documents promptlyand shall make paytnents to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14.13. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4 Paragraph 4? refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site that I -Live been utilized by ENGINEER in preparing the Contnu-t Documents. ias irrrewct eE pttrsltestne and-mainkiining-liability-end-proprt4v-insufener-x r rsrt farth•inparagraphs �-�-thn�trglt �-lfl: J.G. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. O\tTFERs responsibility in respect of certain inspections. tests and approvals is set forth in paragraph 13.4. 8.3. In connection with OWNER's right to stop Work or suspend Work, sce paragraphs 13.10 and 15.1. paragraph 152 deals with OWNER's right to terminate services of C(.)\ TRACf(7R under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for. CONTRACI'OR's means, method., techniques sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Uiws and Regulations applicable to the furnishing or perforniance of the Work. OWNER will not he responsible for CONI'ItACTOR'.s failure to perform or furnish the Work in accordance with the Contract Documents. %-1{i-( . 'I R's-raspensiliil+ty ir> rz c�of undiscl d Asl_xste ; 14--p s-l4trele Radicxictira-R4atarials-ttneavarael-or-revaafed- aHhe-sitris set lorth irepartte rely . S I I—Ff rtnel to cite eme it-G4WNT_- has ate(' to -flattish E(�'':a':\(�TE)I� rea:�rtRlila-ewidance-that-finensitFl arrangements-Itava-been-mailer -to-satisfy-OWNEtt's olifig�ttticxet-trntl the-( entrttet-Ckx t:meats-GW tFR-s responsibil ity-in-respect-thereof-wi ll-be-as-set-forth-ui-the Supplementary-(:'ond itiorts: ARTICLE 9-F,NGINF..ER'S STATUS DURING CONSTRUCTION O1YiVER's Representative: 9.1. ENGEMMIZ will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OkVWER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of O\\NER and ENGINEER Ksits to Site: 9.2. ENGMFEER will make visits to the site at intervals appropriate to the various stages of construction as ENGNEER deems necessary in order to observe as an experiencedand qualified design professional the progress EJCDC OENERAL CONDITIONS 1910-5 (19" &titian) or CITY OF FORT (,'OLLI NS \IODIFICA'rIONS (REV ,10000) that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information obtained duririg such visits and observations. NGNEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous on - site inspections to check the quality or quantim, of the Work. ENGIINEER's efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - site observations, ENC.INEF:;R will keep OWNEK informed of the progress of the Work and will endeavor to guard OWNER against defective Work. ENI GINEER's. visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENG►NEER's on -site visits or observations of CONTRAC't'OR's Work ENG iNEER will not supervise, direct, control or have authority over or be responsible for CONTR-<\GMR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. Project Representative: 9.3. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGNEER in providing more continuous observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraphs 9.3 and 9.13 ^.,ii-in mothe upplementaFy Conditions of these General Conditions. If OWNEk desi6mates another representative or agent to represent Olh'NER at the site who is not ENGNEERs Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in the-' Inragoph 9.3 ofthese General Conditions. If the FNGFNF.F.R furnishes a Resident Project Rep ewrtatiet (RPR) or_other assistant ts,_]r if the OWNER (test, ates a Representative or agent, all as provided in parap aph 9.3 of the General Conditions, these Representatives shall have the authority and limitations as pLo-v ded in paragraph 9.13 of the General Conditions and shall be suhiect to the Collowina: 9.3.1. The Representative's dealings in matters Pertaining to the on -site work will, in general, be with the ENGINEER and CONTRACTOR But, the Representative will keep the 0\\`1'ER prgpxrly advised about such matters. The Representative's dealints with suNontractors will only be through or with the full knowledge and approval of the CONTRACTOR 9.3.2. Duties and Responsibilities. Representative will: 9.3 2.1. Schedules - Review the progress IV] schedule and other schedules premred by the CONTRACTOR: and consult with the ENGLNMER concerning acceptability. 9.3.2.2. Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferencxsyprogess meetin -i�s and other iob conferences and prepare and circulate copies of minutes of meetirGs 9.3.2.3. Liaison 9.3.2.3.1. Serve as ENGINEER'S linisort with CONTRACTOR, working principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understanding the Contract Documents. 9.3.2.3.2. Assist in obtainim, from OWNER additional details or infomation, when rewired, for proper execution of the Work. 9.32.3.3, .Advise the FNGINFF..R and CONTRACTOR of the commencement of any Work requiring a Shop Drawink or sample submission if the submission has not been approved by the UNGI l*,UR. 9.3.2A.Review of Work, Rejection of Defective Wark, Inspections and rests - 9.3.2.4.1. Conduct on -site obsen•ations of the Work in progress to assist the ENGNEER in determinint; that the Work is Mceeding in accordance with the Contract Documenm 9:3 2.4.3. Accompany visiting ins ev ctors representing public or other agencies having jurisdiction over the Pro jectrcord the results of these irtspections and report to the ENG VEER 9.3.1.5. Interpretation of Contract Documents. Report to ENGNEER when ctarifac:ations and interpretations of the Contract Documents are needed and tranmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the ENGNEER 9.3.2.6. Modifications. Consider and evaluate CONTRACIOR'S-weestiorm for 7tt EJCDCGI;NERALCONDITIUNS1910-8U990Editimi . W/ CITY OF FORT COLLINS h1ODIFICA'rIONS (REV,IPOW) modification in Drawings or Specifications and report these recommendations to ENGINEER. Amurately transmit to CONTRACTOR decisions issued by the ENGNEER. 9,3.2.7. Records. 9.3.2.8. Reports 9.3.2.8,1. furnish ENGINTEER periodic reports, as required, of the progress of the Work and of the CONTRACTOR'S compliance with the progress schedule and schedule of shop Drawing and sample submittals. 9.3.2.8.2. Consult with ENGINEER in advance of scheduling_ major tests, inspections or start of important phases of the Work. 9.3.2.8.3. Draft proposed Change Orders and Work Directive Changes, obtaining backup material from the CONTRACTOR and recommend to ENGINEER Change Orders. Work Directive Charm -es and field orders 9- 2.8.4. Report immediately to ENGINEER and OWNER the occurrmcx of anv accident. 9.3.29. Payment Requests. Review applications for payment with CONI'RACI'OR for compliance with the established procedure for their submission and forward with recommendation to ENGINEER, noting particularly the relationship of the payment requested to the schedule of values, work completed and materials and urq ipment delivered at the site but not incorporated in the Work. 9.3.2.10. Completion 9.3.2.16.1. Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items rcyuirina correction or completion 9.3 2.10.2. Conduct final inspection in the compgriv of the ENGINEER, OWNER and CONTRACTOR and prernre a final list of items to be corrected or completed, 9.3.2.10.3. Observe that all items on the final list have been corrected or completed and make recommertchations to ETGINEER concemino acceptance. 9.3.3. Limitation of Authority: The Representative shall not: 933.1. Authorize anv deviations from the Contract Documents or accept any substitute materials or equipment, unless authorized by ihz ENGINF:F:R. 9.3.3.2. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents. 9.3.3.3. Undertake any of the responsihilitics of the CONTRACTOR. Subcontractors, or CONTRACTOR'S superintendent. 93.3.4. Advise on, or issue directions relative to or assume control over any ripe[ of the means; methods, tcchruqu-s sequences or procedures for cortruction unless such is Specif ally called for in the Contract Documents. 9.3.3.5. Advise on or issue directions re aea rding or assume contrqL over_*a(M precautions and programs in connections with the Work. 9.3.3.6. Accept Shop Drawings or sample submittals from anvone other than the CONTRACTOR 9.3.3.7. Authorize OIVNER to occurw the Work in whole or in part. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by the ENGINEER Clarifications and lnterpretaduns: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EJCDC OENERAL CONDrn Ors 191 u-8 (1990 Ectitim) w/ CITY OF FORT C-OLLINS MODIFICAno.Ns (REV 4R000) requirements of the Contract Documents (in the form of Drawings or otherwise) ;is T NTMNMER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OIV\IR or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent therxrl, if anv. OWNER or CONTRACTOR may make a written cfaim therefor as provided in Articic I I or Article 12. Authuri ed Ntriationsin I6ork: 9.�. ENGINFER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Prgiect as a functioning whole as indicated by the Contract Documents. 'These may he accomplished by a Field Order and will be binding on OWNER and also on CON'I'RAC'I'OR who shall. perform the Work involved prompt[)'. If OWNER or CONTRACTOR believes that a Field Orderjustifies an adjustment in the Contract Price or the Contract Times and the panics are unable to agree as to the amount or extent thereof, OIVNF,R or CONTRACTOR may make a written claim therefor as provided in Article 1 I or 12. Rejecting Defective Work: 9.6. ENGINEER will have authority to disapprove or reject Wnrk which ENGINF.F.R believes to be defective, or that ENGMER believes will not produce a completed Project that conforms to the Contract Docurents or that will prejudice the integrity of the desiart concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINTEER will also have authorih' to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabrilinted, installed or completed. Shop Drawings, Change Orders and Pgr'neents: 9.7. In connection with ENGINEER's authority as to Shop Drawings and Samples. see paragraphs 6.24 through 6.28 inclusive. 9.8. _ In connection with ENGfNEER's authority as to Change Orders. see Articles 10. 11, and 12. 9.9. In connection with ENGINEER's authority as to Applications for Payment. see Article 14. Determinations for Unit Prices: 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. EN RNNEER will review with CONTRACTOR the ENGINEER'S preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). EATGINEER's written decision thereon will he final and binding upon OWNER and CONTRACTOR. unless, within ten days alter the date of any such decision, either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from F.:NGINEER's decision and: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC :A, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into. a formal proceeding is instituted by the appealing part' in a" forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to FNGINEER's decision, unless otherwise agreed in writing by OWNER and CUNTRACTOR Such appeal will not be. subject to the procedures of paragraph 9.11. Decisions on Disputes: 9.11, FNGIN PR will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Tames will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (hut in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days alter the start of such occurrence or event unless LNG[NEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the clainnarifs last submittal (unless FNGNFF..R allows additional time). ENGI\i IE•ER will render a formal decision in writing within thirty clays alter receipt of the opposing party's submittal, if any, in accordance with this paragraph. ENGINEERs written decision on such claim, dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from CNC[NGER's decision is taken within the time limits and in accordance with the procedures set forth in E.1H11 a GGr. "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16. or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from EINGNEER's written decision is delivered by OWNER or CONTRACTOR to the other and to L NGINEER within thirty days alter the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights, or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within limy days of the date of such 72 EJCDC GENERAL CONDITIONS 1910-8 (1990 E(ition) ud CITY OF FORT COLLI NS MODIFICATIONS (RL'V 4r000) decision, unless otherwise agreed in writing by OtG N rER and CONTRACTOR. 9.12. When functioning as interpreter and judge under paragraphs9.10 and 9.11. ENGINEER will not show partiality to (.)WNFP, or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered am good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim. dispute or other matter (except any which have been waived by the milking or acceptance of final payment as provided in paragraph 14.1-5) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim. dispute or other mauerpufsaant4o-.Abele-16. 9.13. Limitations on LVGINEER's Authority and Respon.dhilities: 9.13.1. Neither ENGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking exercise or performance of any authority or responsibility by ENGNF.ER shall create, impose or give rise to any duty owed by ENGEMEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organisation, or to any surety for or employee or agent of any of them. 9.13?. I NGiNEFR will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto. or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. LNG rNEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of tray other person or organization performing or furnishing any of the Work. 9.13.4. ENGINaR's review of the final Application for Payment. and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Document-. 9.13-5. The IimiLitions upon authority and responsibility set forth in this paragraph 9.13 shall also apply to EN IIGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CH.ViNCHS IN THE 1VORK 10.1. Without invalidating the Agreement and without notice to any surety, O%VNER may, at any time or from time to time, order additions, deletions or revisions in the Work_ Such additions, deletions or revisions will be authorized by a Written Amendment. a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent; if any, of an adjusunent in the Contract Price or an adjustment of the Contract Times drat should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article I l or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Titres with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23 or in the case of uncovering Work is provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4,1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of clzfrcrive Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (iii) agreed to by the rarties: 10.4.2. changes in the Contract. Price or Contract Times which are agreed to by the parties; and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENG11NEER pursuant to paragraph 9.1 1; provided that, in lieu of executing any such Chart a Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal. CONTRACTOR shall cam, on the [fork and adhere to the progress schedule as provided In paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EXDC GENERAL CONDITIONS 1910-8 (1990 Edilicn) w/ CITY OI' FORT C.'OLLI NS NIODIFICA'rfONS (REV d/'000) (including, but not limited to, Contract Price or Contract Times) is require([ by the provisions of any Bond to be given to a surety, the giving of any such notice will be CON'FrCACTOWs responsibility, and the amount of each applicable Bond will be adjusted accordingly. AR'1'ICL.E: It —CHANGE OFCONTRACT PRICE: 11.1. The Contract Price constitutes the total compensation (subject to authorized adjustm ents) payable to CONTRACTOR for peribi-minng the Work. All duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall heat CONfRACTOR's expense without change in the Contract Price. 11.2. The Contract Price may only he changLd by a Change Order or by a Written Amendment Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINTEER promptly (but in no event later than thirty days) alter the start of the occurrence or event giving rise to the claim and stating the general nature of die claim. Notice of the amount of the claim with supporting data shalt be delivered within sixty days after the start of such occurrence or event (unless INC CriNF.F..R allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event. Al claims for adjustment in the t'.ontract Price shall be detenmined by ENGINEER in accordance with paragraph 9.1 1 if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this pxnragnnph 11.2. 11.3. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: t 1:3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of ''3 paragraphs 11.9.1 through 11.9.3, inclusive): 11.3 ?. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 1 L6.2); 11.3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sung is not reached under p tragraph 113.2, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR'S fee for overhead and profit (determined as provided in paragraph 11.6). Cost 4the IVork 11.4. 'rhe term Cast of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNf R, such costs shall he in nmounts no higher than those prevailing in the locality of the Project, shall include only the following itenms and shall not include any of the costs itemized in paragraph 11.5: 11.4.1. Payroll costs tor employees in the direct employ of CONTRACTOR in the pertimnance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other personnel employed full-time at the site. payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, -but -not be limited for salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and -retirement benefits, -bonuses; .:.iae,ti<km aritl lmoFichw ptaa applicable thereto. The expenses of performing Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by 0W"NTER. 1.1.4.2. Cost of all materials and equipment furnished and incorporated in the Wort:, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from stile of surplus materials and equipment shall accrue to OWNER, and CON'fR.ACTOR shall make provisions so that they may be obtained. 11.4.3. Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by Suhcontmctors. If required by 0WNPR, EJCDC GENERAL CONDI11ONS 19.10-8 (1990 Editim) 74 w/ CI1T OF FORT COLLINS MODIFICATIONS IREV 4P-OOO) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to 0WN`ER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER which bids, if any, will be accepted. If any "subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragaphs I L4, l 1.5, 11.6 and 11.7. All subamtracts shall be subject to the other provisionsof the (contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the following: 11.4.5.1. I'he nmportion of necessary transportation, trave� and subsistence expenses of CONI'RACTOR's employees incurred in discharge of duties connected with the Work. 11.4.52. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CO\rl'RACTOR. 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OyWNi ER with the advice ofENI GGVEER, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof —all in necor(L-ince with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11A.5.4. Sales, consumer, use or similar taxes related to the Work and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5. Deposits lost for causes other than negligence of CONTRACTOR any Subcontractor or anyone directly or indirectly employed by tmy of them or for whose acts any of them may be liable, and royalty payments and fees fur permits and licenses. 11.4.5.6. Losses and damages (and related cxpcnscs) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the performance and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OW\'ER in accordance with paragraph 5.9), provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of theta or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OXV\tER No such losses, damages and c.xpenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. If, however. any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.62. 11.4.5.7. The cost of utilities; fuel and sanitary facilities at the site. 11 A.5.8. Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty rash items in connection with the Work. 11.4.5.9. Cost of premiums for additional Bonds and insurance required because of changes in die Work. 11.5. The term Cost of the Work shall not include any of the following: 11.5.1. Payroll costs and other compensation of CONTRACTOR's officer.-, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, tinckeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACfOR's principal or a branch office for general adnt iiistration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.4.1 or specifically covered by paragraph 11.4.4-all of which are to be considered administrative costs covered by the CONTR•\CfOR's fee. 1 L5 2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTORSs office at the site. I1.5.3. Any part of CONTRACTORSs capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). EJCOC GENERAL CONDMONS 1910-5I1990 Edtitn) Hd CITY OF FOR'i' (-OLLINS MODIIICA'rIONS tREV 42000) 11.5.5, Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of clrfiectne Work. disposal of materials or equipment %timngl}• supplied and making good any damage to property. 11.5.6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. 11.6. The CONTRACfOR's tee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fixed fee: or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: 11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2; the CONTRACTOR' fee shall he fifteen percent; 11,622. for costs incurred under lxtragrtph 11.4.3, the CONTRACTOR's fee shall be live percent; 11A-2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.6.2 is that the Subcontractor who actually performs or ftlniishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 114.1 and 1 1.4 2 and that anv hieher tier Subcontractor and CONTRACTOR wiff each be paid a fej utiva fxrcent-of-tha amamt-paid-to tht-rte.\l-lower-tier-Subcontriactor: to be negotiated it izood faith with the OWNER but not to exceed five lerLent of the amount paid to the neat lower tier Subcontractor. 11.6.2.4. no fee shall be payable on die basis of costs itemized under paragraphs 11AA 11.4.5 and 11.5; 11.6.25. the amount of credit to be allowed by C.ON1RACl OR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR's fee by anamount equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one olrange, the adjustment in CONTRACTORSs fee shall be. computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 1 1.6.2.5, inclusive. 11.7. Whenever the cast of any Work is to be 25 determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an item ized cost breakdown together with supporting data. Cush Allowances: H.S. It is understood that CONTRACTOR has included in the Contract price all allowances so named in the Contract Documents and shall amuse the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER. CONTRACTOR agrees that: 11.8.1. the allowances include the cost to CONTR cTOR (less any. applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable Loxes; and 11.8.2. CONTRACTORS costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment. an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be. correspondingly adjusted. 11.9. Unit Price IY'ork.• 11.9.1, Where the Contract DoeumenLs provide that al l or pat of the Work is to be Unit Price Work, initiaflyr the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established trait prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of compairison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGMTER in accordance with paragraph 9,10. 11.9.2. Each unit price will be deemed to include an amount considered by CONITR4CTOR to be adequate to cover CONtTRACTOR'.s overhead and profit for each separately identified item. 119.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance With Article I I if. 11.9.3.1. the quantity of any item of Unit Price Work rfonned by C(,)N,rRACI'OR differs materially, and significantly from the estimated quantity of such item indicated in the Agreement; EJCDC GENERAL CONDITIONS 1910-5 (1990 Editim) 26 wtCl'1'Y01;FOR'rCOLLINS MODIFICATIONS %L11,1P_D00) and 1IA12. there is no corresponding adjustment with respect to any other item of Work; and 119.3.3, if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a resltlt of having, incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to auree as to the amount of anv such increase or decrease. 119.3.4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid or change quantities at OWNER'S sole discretion without affectine the Contract Prix of any remaining item so long as the deletion or addition does not exceed twenty-five percent of the original total Contact Price. ARTICLE 12--CHANGE OFCON'rpucr 7'1:11Es 12.1. The Contract 'limes (or klilesiones) may only he changed by a Change Order or a Written Amendment. Any claim for an adjustment of die Contract Times (or i�,filestones) shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days alter such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in. support of the dawn) and shall be accompanied by the ciaim.mt's written statement that the adjustment claimed is the e7itire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by FNGiNF,F,R in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree: No claim for an adjustment in the Contract Times .(or Milestones) will be valid if not submitted in accordance with the requirements of this p iragraph 12 1. 12.2. All tine limits stated in the Contract Documents are of the essence of the Agreement. 12.3: Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or vfilestones) clue to delay beyoncl the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to. time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and groundwater well that had been reported with concentrations of PCP below the CGWS. These results indicated that the PCP contaminated groundwater was not impacting the subsurface of the subject corridor. Mr. Leffler also indicated that he would be sampling the groundwater wells in September 2005. A third site of interest located on the CSU campus was the Motor Pool leaking underground storage tank (LUST) site located at 201 W. Pitkin Street. Mr. Leffler indicated that the tanks had leaked, been removed according to the Oil and Public Safety (OPS) regulations, and had been replaced approximately 2 to 3 years ago. He did not have any knowledge of groundwater contamination associated with the closure or leaking of the tanks. This LUST site is discussed further in Section 3.2 of this assessment. 3.0 REGULATORY REVIEW Government agency records were reviewed concerning potential usage, storage, treatment and disposal of hazardous waste and petroleum products at and near the site, or spills or incidents involving hazardous substances or petroleum products that may have resulted in recognized environmental conditions in connection with the site. The database review was conducted in general accordance with the current ASTM standard for Phase I Environmental Site Assessments and the search radii specified by CDOT, when greater than the ASTM standard search radii. A copy of the federal and state agency records review, prepared by Environmental FirstSearch Network is included in Appendix C. Documentation of the records reviewed by FirstSearch and a description of the following Federal and State environmental regulatory programs is included in their report. 3.1 Federal Agencies No National Priorities List (NPL) sites were identified within a 1.0-mile radius of the subject corridor. One Resource Conservation and Recovery Act (RCRA) Treatment, Storage or Disposal (TSD) facility subject to Corrective Actions (CORRACTS) was identified within a 1.0-mile radius of the subject corridor. It is listed below: Kumar & Associates, Inc. within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or `Milestones) due to delay beyond the control of both OWNER and CONTRACTOR; an extension of the Contract Times (or Nfilestones) in an amount equal to the time lout due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. In no event shall OWNTER be liable to CONTRACTOR, any Subcontractor, any Supplier. any other person or organization or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of the CONfRAC'MR, or (11) delays beyond the control of both parties including, but not limited to, tires, floods, epidemics, abnormal weather conditions, acts of God or acLs. or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARrwi.p. 13—'CF:STs AND 1NSPF;CTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DK1--1-XT[VE WORD 13.1. Notice of Defects: Prompt notice of all ctefecrive Work of which OWNER or ENGINEER have actual knowledge wilt he given to CONTRACTOR xMl defective Work may be rejected, corrected or accepted as provided in this Article 1.3. Access to Iti'ork: 13.2, OWNER, ENGNEER, ENGINFEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and govermilental agencies with jurisdictional interests will have access to the Work at reasonable —times for their observation inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Teats and Inspections: 133. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4. MNER shall employ and pity for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.4.1. for inspections, tests or approvals covered by paragraph 13.5 below; 13.4.2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13 9 EJCDC GENERAL CONDITIONS 1910-5 (1990 Edition) IV/ CITY OF FORT COLLINS NIODIFICA'rioNs (mv JROoo) below shall be paid as provided in said paragraph 13.9; and 13.4.3as otherwise specifically provided in the Contract Documents. 13.5. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected. tested or approved by an employee or other representative of such public body. CONTRACTOR shall assume full responsibility for arranging, and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OWNEWs and FNGINF..ER's acceptance of materials or equipment to be incorporated in the Work-, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. 13.6. If any Work (or the work of others) that is to be inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by E:NGINF..ER, be uncovered for observation. 133. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTR\CTOR's intention to cover the sate and ENGINEER has not acted with reasonable promptness in response to such notice. G'nem?ering Work. 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, it` requested by ENGINEER, be uncovered for ENGINEER's observation and replaced at CO1NgR\CTOR's expense. 13.9. If EtkrTN1F,F.R considers it necessary+ or advisable that covered Work be observed by ENGNEER or inspected or tested by others, CONTRACTOR, at ENGNEER's request, shall uncover, expose or othervise make available for observation inspection or testing as fi\GI:NEER may require, that portion of flu: Work in question furnishing all necessary lalxtr, material and equipment. If it is found that such Work is defective, COaNc'f RACTOR shall pay all claims costs, losses and damages caused by, arising out of or resulting from such uncoverima exposure.. observation, inspection and testing and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price, anti if the parties are unable to agree as to the amount thereof; may 'make a claim therefor as provided in Article 11. If, however, such Work is not found to be c ,faetive, CONTRACTOR shall he a]lowed an increase; in the Contract Price of an extension of the Contract Times (or Milestone-,), or both, directly attributable to such 27 uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof. CONTRACTOR may make a claim therefor as provided in Articles I I and 12. OUNER May Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work. or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRA(; rOR or any surety or other party. Correction or,Reurovat of Defective Work. 13.11. If required by ENGINEER. CONTRAGI'OR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER, remove it from the site and replace it with Work that is not defective. CONI'RAC.TOR shall pity all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all casts of repair or replacement of work of others). 13.12. Correction Period• 13.11L If within one -yeaIF two vears after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be ckfactive, CONTRACTOR st-all promptly, without cost to OWNER and in accordance with OWNER.s written instructions: 6) correct such defective Work, or, if it has been rejected by OWNER, remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONtRAC'TOR. 13.123.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work. the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment 13.12.3. Where defi;ctive Work (and damage to other EJCDCOENE:RALCOND1110NS1910-80990Etitim) 2N cot CI'rY OF FORI' COLLINS b10D11:ICA'rIONS (REV 4t2000) Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13.12, the correction period hereunder with respect to such Work will be extended for an additional period of oneyeaf two vears after such correction or removal and replacement has been satisfactorily completed. Acceptance of Defective Work: 13.13. If instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINTEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, ousts, lasses and damages attributable to OWNER'.s evaluation of and determination to accept such defective Work (.such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to ENGINFF,R's recommendation of final payment, a Change Order will be issued incorporating the necesary revisions in the Contract Documents with respect to the Work: and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACI'OR to OWNER. OlkiVER Mikil Correct Defective Work: 1114. If CON'rRACCOR fails within a reasonable time after written notice from DIGINEE'R to correct defective Work or to remove and replace rejected Work as required by, ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fads to comply with any other provision of the Contract Documents, OWNER may, after seven days' written notice to CONTRACTOR; correct and remedy any such deficiency. In exercising the. rights and remedies tinder this paragraph OWNER stall proceed expeditiously. In connection with such corrective and remedial action. OWNER may exclude CONTRACTOR from all or part of the site, take Possession of all or part of the Work, and suspend CONTRACCOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWI\rER's representatives, agents and employees. OWNER's other contractors and CNGINrEER and ENGINEER's Consultants access to the site to enable OWNER to exercise the rights and remedies under this ptmgrtrph All claims, costs, lasses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof. OWNER may make a claim therefor as provided in Article 11. Such claims, casts, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction. removal or replacement of C'OMIRACTOR'.s defective Work. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by 01V1rM- of OWNER's rights and remedies hereunder. ARTICLE 114--PAY-MENTS TO CONTRACTOR AND COMPLETION Schedule of Malues: 14.1. "fhe schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a tome of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will he based on the number of units completed. •4PPhcatton for Progretc Pi twflent: 14.2, At least twenty days bcfore the date established for each progress payment (hut not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNITER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance kind other arrangements to protect OWNER's interest therein, all of which will be satisfactory to 0VQgR_ The amount of retainatge with respect to progress payments will be as stipulated in the Agreement. Any funds that are withheld by the OIVNER shall not be subject to substitution by the CONTRACTOR with securities or any arrtngements involving an eS(.Tow or custodianship. fay executirt� the application for payment form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes. Section 24-91-101. et seq. CONTR4CTOR's [IrarragvofTide. 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Patyment, whether incorporated in the Project or not, will pass to OWNEER no later than the time of payment Gee and clear of all Liens. Review of.4pplieations for Progress Papnnent. 14.4. ENGINEER will, within ten days after receipt each Application for payment either indicate in writing EJIMCGENERAL CONDMom 19to-s (1990 E(itim) wlCITY OI;GOK"rCALLI�'-ZNIODIFICA'r1ONS(REV,VZflatl) recommendation of payment and present the Application to OWNER, or return the Application to CONTRACTOR indicating in writing ENGLVEER's reasons for refusing to recommend payment. [n the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application. Ten days after presentation of the Application for Payment to OWNER with ENG[i`iEER's recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR 14.5. ENGINEER'- recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional and on ENGINEF.'R's review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER's knowledge, information and belief: 14.5.1. the Work has progressed to the point indicated, 14.5.2. the quality of the Work is generally in accordance: with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under Imragraph 9.10, and to any other qualifications stated in the recommendation), and 14.5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENGINEER's responsibility to observe the Work. However, by recommending any such payment ENGINEER will not thereby be deemed to have represented that: (i) exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENONEER in the Contract Dcxmments or (it) that there may not be other matters or issues between the parties if -hit might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONNTRACTOR. 14.6. ENGINMERs recommendation of any payment, including final payment shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for anv failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if, in ENGINEER's opinion. it would he incorrect to make the representations to 29 OWNER referred to 41 paragraph 14.5. ENGLN; ER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in F.NGINFPX's opinion to protect OWNER from loss because: 14.7.1. the Work is clefee6ve, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct defective Work or'complete Work in accordance with paragraph 13.14. or 14.7.4. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.2.1 through 15.:2.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: 14.7_5. claims have been made against OWNF,R on account of CONTRACfOR's performancee or furnishing of the Work, V 14.7.6. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14.7.7. there are other items entitling OW`NF.R to a set- offagainst the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of anv of the events enumerated in paragraphs 14.71 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 inclusive, but OWNER must give CONTRACTOR immediate written notice (with a copy to FNGTNEFR) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGL\iEER issue a certificate of Substantial Completion. Within a reasonable time thereafter. OWNER. CONTRACTOR and LNGINMER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete. ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER 3fl EJCDC GENER,IL CONDITION51910.8 (l `990 Edition) a7 CITY OF FORT COLLINS.L(OUIhICA'I10A75 tREV,IP000) considers the Work substantially complete. ENGDIE-ER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGLNEER as to any provisions of the certificate or attached list. If, after considerinLz such objections. ENGLNEER concludes that the Work is not substantially complete, ENGINDIR will within fourteen days after submission of the tentative certificate to OWNER notify CONTRACTm in writing, stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, E�IGMFER will within said fourteen days execute and deliver to OWNER and CONI'RAC'rOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACI"OR until final payment 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Udliwtionr: 14.10. Use by OWNER at OWNFR's option of any substantially completed part of the Work, which: (i) has specifically been identified in the Contract Dmumem% or (ii) OWNER, ENGINEER and CONTRACTOR agree conslittites a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONtTRACTOR's performance of the remainder of the Work. may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10. L OlVNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. ICCONPRACI'OR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGMTEER that such Part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGNEER in writing that CON R ACTOR considers any such part of the Work ready for its intended use and substantially complete and request GNIGR1EER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER CONTRACTOR and UNGNEER shall make an inspection of that part of the Work to determine its status of completion If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing; giving the reasors therefor. If RLgGINFFR considers that part of the Work to be substantially complete. the provisions of pamgtaphs 14.3 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or-,cparate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. /Anal In spectlon: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notih, CONTRACTOR in writing of all particular- in which this inspection reveal. - that the Work is incomplete or defective. CON I'RAC:1'OR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. FinalApplication for Pavnienv 14.1'. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by paragraph .4, certificates of inspection, narked -up record documents (as provided in reragraph 6.19) and other cku uments, CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be. accompanied (except is previously delivered) by: (i)all documentation called for in the Contract Docunments, including but not limited to the evidence of insurance required by subparagaph 5.4.13, (ii) consent of the surety, if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may fumish receipts or releases in full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills. and other indebtedness connected with the Work for which OWNF..R or OWNE'R's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails EJCDCGENERAL CONDMOM 1910-8 (19" Ecfilim) cod CC TY OF FORT COLLI NS NIODIAICA'rIONS (RL•'V 4r2O0tl) to furnish such a release or receipt in lull, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify O<VNER against any Lien Releases or waivers of liens and the consent of the surety to Finalize oavinent are to be submitted on forms conforming to the format of the OWNER'S standard Corms bound in the Project manual. Final Payment andAccepta nce. 14.13. If, on the basis of ENGINEER's observation of the Work during construction and final inspection, and F..NGINFRR's review of the final Application for Payment and accompanying documentation as required by the (contract Documents, FNGIMP.P.R is satisfied that the Work has, been completed and CONTRAC fOR's other oblivations under the Contract Documents have been fulfillcd. ENGINEER will, within ten days after receipt of the final Application for Payment. indicate in writing FNGINE'ER's recommendation of payment and present the Application to OXVNER for payment. At the same time FNGINE'ER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise. FNGINEE R will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. 'Thirty days after presentation to OWNER of the .application and accompanying documentation, in appropriate form and substance and with FNGIiNEFR's recommendation and notice of acceptability, the. amount rminimended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to paragraph 17.6.2 of these General Conditions. 14.14. It; through no fault of CONTRACTOR., final completion of the Work is significantly delayed and if ENGNEER so confirms, OWNER sliall, upon receipt of CONTRACTOR's final Application for payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance clue for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainige stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted) by CONTRACTOR to ENGI\iTEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Waiver of Claims: 14.15: The making and acceptance of final payment will constitute: 14.15.1. a waiver of all claims by OWNER against CONTRACTOR except claims arising from unsettled Liens, from c?/ective Work appearing after 31 final inspection pursuant to paragraph 14.11, from failure to comply with the Contract Documents or the, terns of any special guarantees specified therein, or from CO>\rrRACTOR's continuing obligations under the Contract Documents; and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15--SUSPENSIOtN OF WORK AiND TEWMINA'CION 011%NER SlaySuspend Work: 15.L At any time and without cause. OWNER may suspend the Work. or any portion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR stall resume the Work on the date so fixed CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times% or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles I l and 12. OW'NEW ,flay Terminate: 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted front time to tune pursuant to paragraph 6.6); 15.21 if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction; 15.2:3. if CONTRACTOR disregards die authority of ENGINEER; or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents-, OWNER may, alter giving CONTRACTOR (and the surety, if any) seven dayse written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACfOR's tools, appliances, construction equipment anti machinery at thesite and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid EX -DC GENERAL CONDITIONS 19I0.8 (1990 Etlitim) 32 iviaryOFfOKrCOLLINSMODIPICA,rIONS1REV4R000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient In such case CONTRACTOR shall not be entitled to receive anv further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of or resulting from completing the Work such excess.will be paid to CONTRACTOR. If such claims, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs. losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed, 15.3. Where CQNTRACfOR's services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACrOR by OWNER will not release CONTRACTOR from liahility. 15.4. Upon seven days written notice to CONTRACTOR and ENGINEER. OWNER may, without cause and without prejudice to any other right or remedy of OWNER. elect to terminate the Agreement. In such case, CONTRACTOR shall he paid (without duplication of ant' items): 15.4,1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of temtination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the effective (late of termination in perfuming services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; I -S,4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and 15.4A. f'3r reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such term inat ion. CONTRACTOR dlav Stop lVork or Terminate. 15.5. IC through no act or fault of CONTRACT OR the Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to My CON'rRAC'I'OR any sum finally determined to be clue, theft CONTRACTOR may, upon seven (lays' written notice to OWNER and ENGINEER and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER payment on the same terms as provided in paragraph 13.4. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if SNIGfNIE-ER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due.. CONTRACTOR may upon seven days written notice to OWNER and KNIGINEFR stop the Work: until pay-ment of all such amounts due CONTRACTOR including interest thereon. The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRAC:rOR's stopping Work as permitted by this paragraph. ARTICLE: 16-0ISNUTE: RE:SOLUr1ON If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall he as set forth in Exhibit GC -A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under de Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17—MLSCELLANEOUS Gia7ng Notice: 17.1. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for whom it is intended. or if delivered at or sent by registered or certified mail, pentage prepaid, to the last business address known to the giver of the notice. 17.2. Computation ujTinze: 17.2.1. When any period of time is referred to in the Contract Documents by days, it will be computed to excludc the first and include the last clay of such period If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. EXI)CGENER:IL COND111ONS 1910-5 (19" E(itim) w/CTIT OF FORT COLL1NS MODIFICATIONS (REV,1P000i 17.2.2. A calendar clay <of twenty-four hours measured from midnight to the next midnight will constitute a clay. Notice njtaaina: 17.3_ Should OWNER or CON'Mu%u'OR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other partys employees or agents or others for whosee acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cuntulative Remedies: 17.4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and. in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs6.12, 6-16, 6.30, 6.31, 6.32, 13.1, 1112, 13.14, 14.3 and 1.5.2 and all of the rights and remedies available to OWNER and F.NGINEF.R thereunder, are in addition to, and are not to he consumed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as citective as if repeated specifically in the Contract Documents in connection with Lich particular duty, obligation, right and remedy to which they apply. Professional Feces and Court Cos& Included• 17.5. Whenever reference is made to "claims, costs, losses and damages", it shall include in each case, but not be lunited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Agreement. Reference to two pertinent Colorado statutes are as follows 17.6.1. Colorado Revised Statutes (C'RS S-l7-IUI) require that Colorado labor be employed to perform the Work to the extent of not Iess than SU percent (Su%) of each type or class of labor in the several classifications of skilled and common labor era looved on the project. Colorado labor means any person who is a bona fide resident of the Suite of Colorado at the lime of emplovmment, % ithout discrimination as to race, color, creed, age, religion or sex. 17.6.2. If a claim is Filed, OWNER is required by law (CRS 35=26-107) to withhold from. all payments to CONTRACTOR sufficient funds to insure the x�atment of all claims for labor, materials, team hire. sustenance, provisions, provender, or other supplies used or consumed by CONI'RACLOR -or his 33 EJCDC UENERAL CONDITIONS 1910-3 (1990 Editim) 34 w/ CITY OFF FORT COLLINS MODIFICATIONS (REV dP000) (This page left blank intentionally.) EJCDC GENE UL CONDM ONS 1910-5 (1990 Edtian) 35 al CITY OF FORT COLLINS MODIFICATIONS (KEN 4R000) EICDCOENERAL CONDITIONS 19104 (1990 Editim) '3� wlCTITOFFORTCOLLINSMODIFICATIONSIREiV4/:000) City of Fort Collins PurcM1asing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2"' Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing Description of Bid 7048: Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road OPENING DATE: 3:00 p.m. (Our Clock) July 24, 2009 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: 1. The bid form has been revised to reflect 2 different traffic control bid items. The traffic control for Prospect Road is for construction work on Prospect Road. The "all other" traffic control item is for all work except construction on Prospect Road. 2. The bid schedule has been revised to reflect quantity changes. The following are the new quantities: Sheet 11 Prospect Road Tab: Curb and Gutter Type 2, Section I-B = 190 LF. Total for project = 190 LF Curb and Gutter Type 2, Section 11-B = 40 LF. Total for project = 145 LF Concrete Sidewalk (6 Inch) = 10 SY. Total for project = 115 SY 3. Change bid item 607.11450 Fence Split Cedar to item 607.11455 Fence Wood (Treated). The type of wood post and rail has changed from cedar to pressure treated. Pressure treated shall be per latest EPA requirement for use in public places. The type of wood and treatment shall be approved by the City of Fort Collins prior to installation. The post spacing shown in sheet 14 has been changed from 10 feet post to post, to 8 feet post to post spacing. All references to this item are changed respectively. 4. Replace Project Special Provision Revision of Section 201 Clearing and Grubbing with attached. Corrected clearing and grubbing trees caliper (change from 2" to 4"). 5. Replace Project Special Provision Revision of Section 622 Rest Area and Building (Information Center) with attached. Corrected bench model number for supplier Kay Park Recreation. Surface mount option is required for that bench model. -12- SITE ADDRESS STATUS Location/Direction CSU (Storage) Lake and Mason Street Corrective Action 0.02 mile west / upgradient The CSU Storage facility is located approximately 300 feet to the west of the corridor on the north side of Lake Street. The facility has been utilized as a hazardous waste storage facility. The permit on the facility has been allowed to expire by the University and has been operating as a 90-day facility for approximately three years. There are no records of incidents or spills at this facility, and according to Mr. Dominic Leffler, Hazardous Waste Coordinator with CSU, there is no evidence of soil or groundwater contamination associated with the facility. Mr. Leffler also indicated that an inspection conducted by the CDPHE and EPA in July 2005, did not result in any violations. This site is not expected to have impacted the subsurface of the subject site. One Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) site was identified within a 1.0-mile radius of the subject corridor. It is listed below: WE ADDRESS STATUS Location/Direction Poudre River Site, Near 200 Willow Street Not Proposed 0.93 mile northeast / downgradient The Poudre River site is located approximately 0.93 miles to the northeast, downgradient from the subject corridor. It is not expected to have impacted the subsurface of the subject corridor One RCRA non-CORRACTS TSD facility was identified within a 1.0-mile radius of the subject corridor. The site, CSU (Storage), was also listed as a CORRACTS site and was discussed above. Two. CERCLIS No Further Remedial Action Planned (NFRAP) sites were identified by the FirstSearch Database. Both NFRAP sites, Larimer County Shops and Poudre Valley Gas Company, were manually mapped and are located greater than 1.0 mile to the northeast of the north end of the subject corridor. Due to their distance and downgradient location from the corridor, neither of these sites is expected to have impacted the subsurface of the subject site. Fifteen RCRA registered generator sites were identified within a 0.5-mile radius of the subject corridor. One of the registered generators, CSU (Storage) was also listed as a CORRACTS site Kumar & Associates, Inc. EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEINIFNT OWVI MZ and CONTRACTOR hereby agree that article 16 of the General Conditions of the Construction Contmet between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16,1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction. 16."L No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will I)e made until the earlier of (a) the date an which ENGINEER has rendered a written decision or (b) the thirty-first day after die parties have presented their evidence to ENGINEER if a written decision has not been rendered by ENGINEF..R before drat date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the elate on which ENGNF..F.R has rendered a written decision in respect thereof in accordance with paragraph 9.11; and the failure to demand arbitration within said thirty days period will result in ENGLNEER's decision being final and binding upon OIVNER and CONTRACTt )ft If ENGEN-EER renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but, not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of LNGNEE•R rendered in accordance with paragraph 9.10 will be mace later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.10. 16.3. Notice of the demand for arbitration will be tiled in writing with the other party to the Agreement and with the American Arbitration Association. and a copy will be sent to ENGINEER for information. The demand for arbitration will be made within the thirty -clay or ten-day period specified in paragraph 162 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 1910.5 (1990 EJitim) H/ CITY OF FORT COLLINS MODIFICATiONS (REV 9/99) 16A, Except as provided in paragraph I G.? below, no arbitration arising Out of or relating to the Contract Documents shall include by consolidation. joinder or in any other manner any other person or entity (including ENGINEER- ENGINEER's Consultant and the officers, directors,.agents, employees or consultants of any of them) who is not a party to this contract unless: 16.4.1. the. inclusion of such other person or entity is necessary if complete .relief is to be afforded anion, those who are already parties to the arbitration, and 16.4.1 such other person or entity is suhstantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which wil l arise in such proceedings, and 16.4.3, the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this Mmgrnph; but nosuch consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specifically identified in such consent. 16.5. Notwithstanding paragraph 16.4, if a claim, dispute or other mattes in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration hetween OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor consents to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, ENGINEER or ENGINEER's Consultants that does not otherwise exist. 16.6. The award rendered by the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction thereof; and it will not be subject to modification or appeal. 167 OWNER and CONTRACTOR agree that they shall lust submit any and all unsettled claims, counterclaims, disputes and other matters in question between them arising out of or relating to the Contract Documents or the breach thereof ("disputes"). to mediation by the American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay in initiating arbitration would irrevocably prejudice one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agrecanent shall not serve as arbitrator of such dispute unless otherwise agreed. QC -Al EJCDC GFXPRAL CONDITIONS 1910-9 1990 F tilim) wt CITY Of FORT COLLINS MODIFICATIONS (REV 9/94) GGAI SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5:4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL) . Rev10/20/07 Section 00800 Page 1 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment Rev 10/20/07 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing Rev 10/20/07 Section 00950 Page 1 R G G IT � CD CD CD 0 w 0 ƒ wwdbw uezzu §\23§ =zzz= z2Ecz Ig j\=w% . \CLwa.0© �k 2kƒ a. < 3 7 .R k k § . . k k a . \ \ § \ 0 % . > \ / ƒ \ / 0 6 e 2 c® c \ § 2 /12 \ / ) § / § a \ E0 ] \ k o 2 #J 7 / 2 ƒ 0 e y » = a © ta\® e»2 0= k < .ga =5 m E ƒ 0 E E 0 /Qk) m e w z _ § g </ / k/ �% z E. E a \> 2g< a u g 0w o& ® \ § ' \F {k\\/ R §\ ®— w / § < 0 % §� a2 \E�c> /ƒ£ƒ e j }� ® — / 2± : CL �R a) go a) k _ / 2^ . < /a 'gym 6z ]2/2 /e3<= < z3 = g $ ! � $ \f a 2 . a\ 7 2 E 2 E 2 0 m & S /a 8 ® ± + e \ / m. \ 0 \ \ § \ 7 2 // / / \ / \ n .c < < < _ / 2 \ m » 2 \' \ { / u o o ._ » m e m §\ L 2 3 3 \ i c % e -0\ — 2 £ c 2 © © a o 8 8 § \ / / \ \ / / / $ o § § 3 \ > ! \ j } _ 0W 0 t 0 t 0 § 0 0 . 0\k j E o ± / .a) E = <. n < e — / _f b��n c E: \} } co L) o w �� -am z § E/ § E o E/ a) + &' I w f a) 0 , m (a m ; ; . z z o e e e o c I c I c I c w e m m P4 0 \ 0 Q 0 / e 2 C U a N � N iy a. m 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 w N C D 0 0 0 0 0 0 0 00 06 0 0 0 06 06 0 0 0 0 06 0 0 06 0 0 0 0 0 0 L 646964636> fi646361).646)6)6)6)6)6369636i61).6)6)6'3d}6id36i64691646),64696) a_ y N � O N 'C O (p H W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E60R�6'6-1 9v%6')6)EA�d04 6R ���6?CD �63�6963tfl6iEfi����`b04� N Q O. Y E N �UF0-o (5 OOOOo0o000000000000000000000000000 �0000000000000000000000000000000000 a 00000000000000000000000000000000000 E 63646i69,6%69646)69-6969,646i6909,61) 6969-6R69.646961i6969613,09613,69696909.636� N 3 LL CAQ Q,O a Z Y E > 0 QZ U W o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 dQ CD E604�604�064����069�60!).u-, f)- 06360`i6-k6% 9609604609604�60406li604603064069064ER Q d N Q N Y CL L 0 E N C O T �UFL--� C1 �OOOOOo0000000000000000000000000000 30000000000000000000000000000000000 00000000000000000000000000a000000a0 E 63696'3-6i64636'EA646k69 64646969646369Efl6,6i6,6t6>6964636-6469696A69-69 Q a) := U C 'L C Z f6 Q H U C o J Z 0 in m �a U 0 � aU a E E 8� Z N �1 a O w rn O O ri O -H U N m L � LL O a m Cl) W 'O (1) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O 0 0 O O O O O O O O O O O M 64 64 64 6% 64 64 64 64 64 69 64 64 U),64 64 64 6R 6H 64 69 U)- 64 64 64 64 64 64 64 6°i W.69 64 64 64 69 a F- W. m ti O N H d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . 0 . O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E 696%69-646464646/>646464 646464646464696969,69696464646464646460:3,64696R 64 64 N Q 2 w UFo-0 C7 OO00000000000000ooOooO0000o0ooOO000 Q>- 300000000000000000000000000000000000 4. o00000000000000000000000000000000000 " Eli 64 64 69 d9 d4 6R 6R 69 6F? 69 69 64 64 64 64 64 64 69 69 69, 64 64 64 64 64 64 64 64 64 64 64 69 64 Q �o� n. Z > •O o aU 0�Ua.a CJ Ua �O000000o0000OOOOOo0000000000000O000 J N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CD Q d 64 6-16-169 64 (�> (�> 6*> 64 6% 64 69 64 69 64 64 6> 64 64 6-164 el,64 64 U),64 64 64 64 VI-6� 6% 64 6% 6Fi Q O U r w c O.- o ooOO00000OO00000000000000000000O00o c0000000000000000000000ooO000000 CDC) 0O M0000000000000000000000000000000000CD* 6R696916%6969 64646H6469646%646H6%6964 64646%646969646469646464.646469 6. 69 0 Q a> '= U C � �a U) o U) c O w m W C� fn Q = O O U F- W o .7 J W Z J Q _ OOf a� E E m.2 Z M �1 a 0 rn 0 0 rl 0 -H +1 U N C!] Cl 0 000000000000000000000000000000000 0 000000000000000000000000000000000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 000000000000000000000000000000000 Vk60-6M���U:)- 6-1 609,64691 61k 61� 69, 6F).6v������01). 0% 0% &% V% 61).61k6v v W c 0 o v c .5 W O O CD = Q c t aO�Q 0 ffi 0 v m � 0 � d 0 0 0 cA m ) o U (ma. 0 0 O U J c Q O a' N 0O (a W v H = j — O }0. 0a.< o a O? U)U) c 0 L U N N L U J o E c:3 O Z F L N N - Z IV Q) tr a 0 rn 0 0 d O -r-t J-1 U Q) U) -13- and was discussed above. The remaining fourteen registered generators are not listed as CORRACTS sites and are not expected to have impacted the subsurface of the subject site. One Emergency Response Notification System (ERNS) site was identified within a 0.5-mile radius of the subject corridor. The ERNS incident was reported as alleged dumping of paint and solvent into Spring Creek by an employee at the Holiday Inn on 425 West Prospect Avenue. The report indicated that the material was removed from the inlet and the culvert was flushed with 12,860 gallons of water. Due to its distance from the site and cleanup actions, this ERNS incident is not expected to have impacted the subsurface of the subject site. 3.2 State Agencies No State Priorities List (SPL) sites or state solid waste landfill (SWLF) sites were identified within a 1.0-mile radius of the subject corridor. No State CERCLIS sites were identified within a 1.0-mile radius of the subject corridor. Sixty-one leaking underground storage tank (LUST) sites were identified within a 1.0-mile radius of the subject corridor. Fifty-two of the LUST sites are listed as closed, meaning they have been cleaned up to the satisfaction of the Colorado Department of Labor and Employment, Oil and Public Safety (OPS) and are not expected to have impacted the subsurface of the subject corridor. Nine of the LUST sites are listed as open and are listed below: LUST SITE ADDRESS STATUS Location/direction CSU Motor Pool, Open 0.01 mile west /upgradient 201 Pitkin Street Total #2623, Open 0.01 mile west /upgradient 221 W. Prospect Road Schrader's Country Store #160, Open 0.06 mile east /downgradient 1601 S. College Ave. Garton Oil Company, Inc., Open 0.06 mile east / downgradient 830 S. College Avenue Diamond Shamrock #4106, Open 0.12 mile southeast / downgradient 2025 S. College Avenue Top Hat Car Wash, Open 0.75 mile southwest ! crossgradient 215 W. Drake Road OSt-�25.rpamE Kumar & Associates, Inc. SPECIFICATIONS AND CONTRACT DOCUMENTS for Mason Bike/Pedestrian Trail Spring Creek to Prospect Road Bid No. 7048 City of F6rt Collins PURCHASING DIVISION 215 North N Mason Street, 2"d Floor, Fort Collins July 24, 2009 — 3:00 PM (Our Clock) PROJECT AND STANDARD SPECIAL PROVISIONS Mason Bike/Pedestrian Trail Spring Creek to Prospect Road Bid No. 7048 F6rt Collins Mason Trail - Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLLINS, COLORADO MASON TRAIL — SPRING CREEK TO PROSPECT BIKE/PEDESTRIAN TRAIL PROJECT SPECIAL PROVISIONS The General Conditions of the Construction Contract and the Colorado Department of Transportation's (CDOT) 2005 Standard Specifications for Road and Bridge Construction control construction of this project. Where there are conflicts between the two, the General Conditions shall control. The following Special Provisions supplement or modify the CDOT Standard Specifications and take precedence over the CDOT Standard Specifications and plans. When specifications or special provisions contain both English and metric (SI) units, the English units apply and are the specification requirement. Item Index Pages Pages NoticeTo Bidders----------------------------------------------------------------------------------------------------- 1 Commencement and Completion of Work---------------------------------------------------------------------- 2 Contract Goal (Combined)------------------------------------------------------------------------------------------ 3 Revision of Section 100 - General Provisions----------------------------------------------------------------- 4 Revision of Section 101 - Definition of Terms----------------------------------------------------------------- 5 Revision of Section 102 - Project Plans and Other Data---------------------------------------------------- 6 Revision of Section 104 - Scope of Work------------------------------------------------------------------- 7-11 Revision of Section 105 - Control of Work---------------------------------------------------------------- 12-17 Revision of Section 106 - Control of Material------------------------------------------------------------ 18-22 Revision of Section 107 - Insurance----------------------------------------------------------------------------23 Revision of Section 107 - Environmental Controls ----------------------------------------------------- 24-26 Revision of Section 108 - Prosecution and Progress-------------------------------------------------- 27-28 Revision of Section 201 - Clearing and Grubbing-----------------------------------------------------------29 Revision of Section 208 - Gravel Bag --------------------------------------------------------------------------- 30 Revision of Section 212 - Soil Conditioning-------------------------------------------------------------- 31-32 Revision of Section 217 - Herbicide Treatment--------------------------------------------------------------33 Revision of Section 250 - Environmental, Health and Safety Management--------------------------34 Revision of Section 403 - Hot Mix Asphalt --------------------------------------------------------------------- 35 Revision of Section 514 - Pedestrian Railing (Steel)--------------------------------------------------- 36-38 Revision of Section 608 - Detectable Warnings--------------------------------------------------------- 39-41 Revision of Section 622 - Rest Area and Building (Information Center) -------------------------- 42-44 Revision of Section 628 - Bridge Girder and Deck Unit----------------------------------------------- 45-50 Revision of Section 630 - Traffic Control Plan----------------------------------------------------------- 51-52 Utilities--------------------------------------------------------------------------------------------------- 53-54 Force Account Items------------------------------------------------------------------------------------------- 55-56 FHU Reference No. 05-138 Page i Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLLINS, COLORADO MASON TRAIL - SPRING CREEK TO PROSPECT BIKE/PEDESTRIAN TRAIL STANDARD SPECIAL PROVISIONS No. of Date Pages Revision of Section 101 - Falsework, Formwork, and Shoring (Nov. 30, 2006) 1 Revision of Sections 101, 107, and 208 - Water Quality Control (Dec. 23, 2008) 11 Revision of Section 104 - Value Engineering Change Proposals (Aug. 1, 2005) 5 Revision of Section 105 - Conformity to the Contract (Jan. 17, 2008) 1 Revision of Section 106 - Certificates of Compliance and Certified Test Reports Revision of Sections 106 & 601 - Concrete Sampling and Pumping Revision of Section 107 - Project Safety Planning Revision of Section 107 - Ton -Mile Taxes Revision of Section 109 - Compensation of Compensable Delays Revision of Section 109 - Fuel Cost Adjustment Revision of Section 109 - Measurement of Quantities Revision of Section 203 - Embankment Revision of Sections 208, 420, 605 & 712, Geosynthetics and Geotextiles Revision of Section 212 - Seeding Seasons Revision of Section 509 - Erection of Steel Structures Revision of Section 601 - Forms and Falsework Revision of Sections 601, 606, 608, 609 & 618 - Concrete Finishing Revision of Sections 601 & 701 - Structural Concrete Revision of Sections 614 & 630 - Retroreflective Sign Sheeting Revision of Section 630 - Construction Zone Traffic Control Revision of Section 630 - Method of Handling Traffic Revision of Section 630 - NCHRP 350 Requirements Revision of Section 630 - Payment for Construction Traffic Control Devices Revision of Section 630 - Portable Sign Storage Affirmative Action Requirements - Equal Employment Opportunity Disadvantaged Business Enterprise - Definitions and Requirements Minimum Wages Colorado, U.S. Department of Labor General Decision Numbers CO20070014 and CO20070015, Mod 1, Highway Construction, Statewide On the Job Training Partnering Program Required Contract Provisions - Federal -Aid Construction Contracts FHU Reference No. 05-138 Page ii (June 29, 2006) 1 (April 30, 2009) 2 (April 30, 2009) 3 (April 12, 1007) 1 (Jan. 17, 2008) 1 (June 5, 2009) 2 (Aug. 1, 2005) 1 (Oct. 25, 2007) 1 (Oct. 25, 2007) 5 (April 12, 2007) 1 (Nov. 30, 2006) 2 (Nov. 30, 2006) 1 (April 12, 2007) 1 (April 30, 2009) 7 (Sept. 2, 2005) 1 (Nov. 3, 2008) 1 (April 7, 2006) 1 (Aug. 2, 2007) 1 (June 7, 2007) 1 (Aug. 1, 2005) 1 (Aug. 1, 2005) 10 (April 3, 2008) 13 (June 5, 2009) 9 (Jan. 17, 2008) 5 (April 7, 2006) 1 (Jan. 9, 2009) 10 PROJECT SPECIAL PROVISIONS Mason Trail — Spring Creek to Prospect Bike/Pedestrian Trail Bid No. 7048 city 1 0 � ,,Fortf� Mason Trail — Spring Creek to Prospect Project Special Provisions NOTICE TO BIDDERS June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 It is recommended that bidders on this project review the work site and plan details with an authorized City representative. Prospective bidders shall contact one of the following listed authorized City representatives at least 12 hours in advance of the time they wish to review the project. Project Engineer: Jin Wang, P.E. Phone:(970) 221-6605 Engineering Department Fax: (970) 221-6378 City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 The above referenced individual is the only representative of the City with authority to provide any information, clarification or interpretation regarding the plans, specifications, and any other contract documents or requirements. FHU Reference No. 05-138 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 COMMENCEMENT AND COMPLETION OF WORK The Contractor shall commence work under the Contract on or before the 5th day following Contract execution or the 20th day following the date of award, whichever comes later, unless such time for beginning the work is changed by the City in the "Notice to Proceed". The Contractor shall complete all work in accordance with the "Notice to Proceed". Salient features to be shown on the Contractor's Progress Schedule are: • Clearing and Grubbing • Removals • Trail Earthwork • Erosion Control • Trail Paving • Seeding • Construction Traffic Control Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The progress schedule shall consist of a Critical Path Method (CPM) schedule prepared using the Microsoft Project software and submitted in hard and electronic formats. FHU Reference No. 05-138 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 CONTRACT GOAL (COMBINED) The Department has determined that Underutilized Disadvantaged Business Enterprises (DBEs) will participate by contracting for a part of the work of this Contract. The contract goal for participation in this Contract by certified DBEs who have been determined to be underutilized has been established as follows: UDBE" 8.5 Percent The percentage will be calculated from proposals received for this project according to the following formula: Percentage = 100 X *Dollar amount of work to be contracted to underutilized DBEs (UDBEs) Total dollar amount of the original Contract * Based on DBE contract unit prices rather than prime contract unit prices. & All DBEs will be considered to be UDBEs NOTE: Specific Good Faith Efforts required to meet the Contract Goal specified above are defined in the Standard Special Provisions. In addition, the Transportation Commission has determined an overall 12.69% annual goal for the participation of all DBEs. FHU Reference No. 05-138 3 Mason Trail — Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 100 GENERAL PROVISIONS June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Section 100 of the Standard Specifications is hereby revised for this project as follows: Subsections 102 and 103 of the Standard Specifications are hereby deleted. See Contract Documents for additional information. FHU Reference No. 05-138 4 Mason Trail — Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 101 DEFINITION OF TERMS June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Technical Specifications related to construction materials and methods for the work embraced under this Contract shall consist of the "Colorado Department of Transportation, State of Colorado, Standard Specifications for Road and Bridge Construction" dated 2005. Certain terms utilized in the Specifications referred to in the paragraph above shall be interpreted to have different meanings within the scope of this Contract. A summary of redefinitions follows: Where reference is made in the plans and specifications to Owner, Department, Chief Engineer, Resident Engineer, Project Engineer, Engineer, and Inspection and Testing Agency it is understood to mean the City of Fort Collins, Colorado representative. The sections shown on the following pages are revisions to the Technical Specifications for this project. FHU Reference No. 05-138 5 -14- LUSTSITE ADDRESS STATUS Location/direction Hospital Texaco, Open 0.77 mile northeast / downgradient 949 E. Prospect Road Texaco Open 0.88 mile northwest / crossgradient fields Street 1015 Shields Street Scout 66, 320 N. College Avenue Open 0.90 mile northeast /downgradient Seven of the nine open LUST sites are located hydrogeologicall y downgradient or crossgradient and are not expected to have impacted the subsurface of the subject corridor. We reviewed files at OPS for the two open LUST sites that are located hydrogeologically upgradient. A summary of the information obtained for each site is as follows: CSU Motor Pool, 201 Pitkin Street — Groundwater monitoring events have been performed in conjunction with the USTs on this site since 1996. The most recent groundwater -sampling event occurred on July 11, 2005, and was performed by Terracon Consultants, Inc. Groundwater Site Specific Target Levels (SSTLs) for benzene, toluene, ethylbenzene, xylenes (BTEX), and methyl-t-butyl ether (MTBE) were developed by Terracon using a BP Risk Model. BTEX concentrations have been observed less than SSTLs since January 2000, and MTBE concentrations were observed less than SSTLs in July 2005. Benzene concentrations were above the State of Colorado Groundwater Standards (CGS) in the groundwater collected from MW 8 during the July 2005 sampling event, located adjacent to the east of the Motor Pool USTs. Further downgradient to the east, toward the subject corridor, BTEX and MTBE concentrations were all below the CGS. Due to the concentrations of BTEX and MTBE being below CGS in the point of compliance (POC) well located between the LUST site and the subject corridor, this site is not expected to have impacted the subsurface of the subject site. Information obtained from OPS is included in Appendix B. Total #2623, 221 W. Prospect Street — The LUST site was formerly a TPI Petroleum Store #4107 located on the southwest corner of Prospect Road and the Colorado & Southern Railroad intersection. This site is located immediately adjacent and upgradient to the subject corridor project. Four USTs were removed from the site in July 1995. Contaminated soil was encountered and removed from the tank excavations at this time. There was a diesel UST located in the northeast corner of the site, immediately adjacent to the railroad, and three gasoline USTs were located south of the on -site fence, east of the building. A petroleum release was identified from soil samples collected on August 9, 2002, and was reported to O&I-a5awAmb Kumar & Associates, Inc. Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 102 PROJECT PLANS AND OTHER DATA Section 102 of the Standard Specifications is hereby revised for this project as follows: Subsection 102.05 shall include the following: The following plans and specifications will be available for review at the Purchasing Division for the City of Fort Collins, 215 N. Mason Street, 2"d Floor, Fort Collins, Colorado 80522 and may be examined online at: City of Fort Collins: https://fcgov.com/purchasing MCI 2. https://secure3.fcgov.com/bso/ MASON TRAIIL - SPRING CREEK TO PROSPECT Plan Sheet No's. 1 to 62 Right -of -Way Plans (13 Sheets) Hazardous Materials Technical Report (Kumar and Associates, 2005) Geotechnical Engineering Report (Kumar & Associates, January 22, 2007) FHU Reference No. 05-138 6 Mason Trail - Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 104 SCOPE OF WORK June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Section 104 of the Standard Specifications is hereby revised for this project as follows: Subsection 104.02 shall include: Site Conditions A. General: The Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon access to the site; handling, storage, and disposal of materials; availability of water, electricity and roads; uncertainties of weather, river stages, or similar physical conditions at the site; the conformation and conditions of the ground; the equipment and facilities needed preliminary to and during the execution of the work; and all other matters which can in any way affect the work or the cost thereof under this Contract. 2. The Contractor further acknowledges that he has satisfied himself as to the character, quality and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the Owner or included in these Documents. Failure by the Contractor to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. 3. The Contractor warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by the Owner. B. Information on Site Conditions Any information obtained by the Engineer regarding site conditions, subsurface information, groundwater elevations, existing construction of site facilities, and similar data will be available for inspection, as applicable, at the office of the Engineer upon request. Such information is offered as supplementary information only. Neither the Engineer nor the Owner assumes any responsibility for the completeness or interpretation of such supplementary information. FHU Reference No. 05-138 7 Mason Trail - Spring Creek to Prospect Project Special Provisions -2- REVISION OF SECTION 104 SCOPE OF WORK Differing Subsurface Conditions: June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 a. In the event that the subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents, the Contractor shall promptly, and before such conditions are disturbed, notify the Engineer in writing of such changed conditions. b. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time required for performing the work, the Engineer will recommend to the Owner the amount of adjustment in cost and time he considers reasonable. The Owner will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or time for completion. 2. Underground Utilities: Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans and potholing. However, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the Owner or the Engineer for their accuracy or completeness. C. Execution Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, oil, gas, electricity, water, sewer, or irrigation systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. 2. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. FHU Reference No. 05-138 8 Mason Trail — Spring Creek to Prospect Project Special Provisions -3- REVISION OF SECTION 104 SCOPE OF WORK June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 3. The Contractor shall protect all utility poles from damage. If interfering power poles, telephone poles, guy wires, or anchors are encountered, notify the Engineer and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. 4. The Contractor shall be solely and directly responsible to the Owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. 5. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. 6. If the Contractor, while performing the Contract, discovers utility facilities not identified in the Drawings or Specifications, he shall immediately notify the Owner, utility, and the Engineer in writing. 7. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair. 8. The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. 9. Interfering Structures - The Contractor shall take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy cannot be guaranteed, and it is presented simply as a guide to avoid known possible difficulties. 10. Field Relocation - During the progress of construction, it is expected that minor relocations of the work will be necessary. Such relocations shall be made only by direction of the Engineer. If existing structures are encountered that prevent the construction, and that are not properly shown on the Drawings, notify the Engineer before continuing with the construction in order that the Engineer may make such field revision as necessary to avoid conflict with the existing structures. If the Contractor shall fail to so notify the Engineer when an existing structure is encountered, and shall proceed with the construction despite. the interference, he shall do so at his own risk. FHU Reference No. 05-138 9 Mason Trail — Spring Creek to Prospect Project Special Provisions -4- REVISION OF SECTION 104 SCOPE OF WORK D. Easements: June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Where portions of the work are located on public or private property, easements and permits will be obtained by the Owner. Easements will provide for the use of the property for construction purposes to the extent indicated on the easements. Copies of these easements and permits are available upon request to the Owner. It shall be the Contractor's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement. The Contractor shall confine his construction operations to within the easement limits or make special arrangements with the property Owners or appropriate public agency for the additional area required. Any damage to property, either inside or outside the limits of the easements provided by the Owner, shall be the responsibility of the Contractor as specified herein. The Contractor shall remove, protect, and replace all fences or other items encountered on public or private property. Before final payment will be authorized by the Engineer, the Contractor will be required to furnish the Owner with written releases from property Owners or public agencies where side agreements or special easements have been made by the Contractor or where the Contractor's operations, for any reason, have not been kept within the construction right-of-way obtained by the Owner. 2. It is anticipated that the required easements and permits will be obtained before construction is started. However, should the procurement of any easement or permit be delayed, the Contractor shall schedule and perform the work around these areas until such a time as the easement or permit has been secured. E. Land Monuments: The Contractor shall notify the Engineer of any existing Federal, State, Town, County, and private land monuments encountered. Private monuments shall be preserved, or replaced by a licensed surveyor at the Contractor's expense. When Government monuments are encountered, the Contractor shall notify the Engineer at least two (2) weeks in advance of the proposed construction in order that the Engineer will have ample opportunity to notify the proper authority and reference these monuments for later replacement. FHU Reference No. 05-138 10 Mason Trail — Spring Creek to Prospect Project Special Provisions -5- REVISION OF SECTION 104 SCOPE OF WORK Subsection 104.05 shall include: Contractors Use of Premises June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 The Contractor may use the Owner's property designated within the construction limits shown on the Plans for equipment and materials as long as he confines his operations to those permitted by local laws, ordinance and permits and meet the following requirements: 1. Do not unreasonably encumber site with materials or equipment. 2. Assume full responsibility for protection and safekeeping of products stored on premise. 3. Move any stored products which interfere with operations of the Owner. 4. Obtain and pay for use of additional storage or work areas needed for operations. Limits of Construction The Contractor must maintain all of his construction activities within the Owner's property and/or construction easements and limits of the project, or other stated areas, unless permits and/or written permission are obtained by the Contractor, from appropriate authorities or private property Owners, outside of these areas. Contractor to fence all easements and work areas. The temporary permits must be secured and paid for by the Contractor at no extra cost to the Owner. Any temporary permits secured must be in writing and a copy of same provided to the Engineer. Security The Contractor shall at all times be responsible for the security of his facilities and equipment. The Owner will not take responsibility for missing or damaged equipment, tools, or personal belongings of the Contractor. FHU Reference No. 05-138 11 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.02 shall be replaced with: Submittals A. Requirements: Where required by the Specifications, the Contractor shall submit descriptive information that will enable the Engineer to determine whether the Contractor's proposed materials, equipment, methods of work are in general conformance to the design concept and in accordance with the Drawings and Specifications. The information submitted may consist of drawings, specifications, descriptive data, certificates, samples, test results, product data, and such other information, all as specifically required in the Specifications. In some instances, specified submittal information describes some, but not all features of the material, equipment, or method of work. 2. The Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material, equipment, or method of work shall be as described in the submittal. The Contractor shall verify that all features of all products conform to the requirements of the Drawings and Specifications. The Contractor shall ensure that there is no conflict with other submittals and notify the Engineer in each case where its submittal may affect the work of another Contractor or the Owner. The Contractor shall ensure coordination of submittals among the related crafts and subcontractors. 3. Submittals will be reviewed for overall design intent and returned to Contractor with action to be indicated by the Engineer. It shall be the Contractor's responsibility to assure that previously accepted documents are destroyed when they are superseded by a re -submittal as such. 4. It shall be the Contractor's responsibility to ensure that required items are corrected and resubmitted. Any work done before approval shall be at the Contractor's own risk. B. Submittal Procedure: Unless a different number is called for in the individual sections, six (6) copies of each submittal and sample are required, four (4) of which will be retained by the Engineer. The Contractor shall receive two (2) copies in return. Faxed submittals will not be accepted. FHU Reference No. 05-138 12 Mason Trail — Spring Creek to Prospect Project Special Provisions -2- REVISION OF SECTION 105 CONTROL OF WORK June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 2. Submittals that are related to or affect each other shall be forwarded simultaneously as a package to facilitate coordinated review. Uncoordinated submittals will be rejected. 3. If the items or system proposed are acceptable but the major part of the individual drawings or documents are incomplete or require revision, the submittal will be returned with requirements for completion. 4. The right is reserved for the Engineer to require submittals in addition to those called for in individual sections. 5. Submittals regarding material and equipment shall be submitted directly to the Engineer and will be accompanied by a transmittal form. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate discrete sections for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that . expediency indicates checking or review of the group or package as a whole. 6. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXX-Y;" where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals (i.e., A, B, or C being the first, second and third resubmittals, respectively). Submittal 25-13, for example, is the second resubmittal of Submittal 25. 7. If the Contractor proposes to provide material, equipment, or method of work that deviates from the Contract Documents, it shall indicate so under "deviations" on the transmittal form accompanying the submittal copies. 8. Submittals that do not have all the information required to be submitted, including deviations, are not acceptable and will be returned without review. C. Review Procedure: Submittals are specified for those features and characteristics of materials, equipment, and methods of operation that can be selected based on the Contractor's judgment of their conformance to the requirements of the Drawing and Specifications. Other features and characteristics are specified in a manner that enables the Contractor to determine acceptable options without submittals. The review procedure is based on the Contractor's guarantee that all features and characteristics not requiring submittals conform to the Drawings and Specifications. Review shall not extend to means, methods, techniques, sequences, or procedures of construction or to verifying quantities, dimensions, weights or gages, or fabrication processes (except where FHU Reference No. 05-138 13 Mason Trail - Spring Creek to Prospect Project Special Provisions -3- REVISION OF SECTION 105 CONTROL OF WORK June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 specifically indicated or required by the Specifications) of separate items, and as such, will not indicate approval of the assembly in which the item functions. 2. Unless otherwise specified, within twenty-one (21) calendar days after receipt of the submittal, the Engineer will review the submittal and return copies. The returned submittal will indicate one of the following actions: a. If the review indicates that the material, equipment, or work method complies with the Specifications, submittal copies will be marked "NO EXCEPTIONS "TAKEN". In this event, the Contractor may begin to implement the work method or incorporate the material or equipment covered by the submittal. b. If the review indicates limited corrections are required, copies will be marked "Furnish as noted". The Contractor may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided. c. If the review indicates that the submittal is insufficient or contains incorrect data, copies will be marked "REVISE AND RESUBMIT". Except at its own risk, the Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED". d. If the review indicates that the material, equipment, or work method do not comply with the Specifications, copies of the submittal will be marked "REJECTED". Submittals with deviations that have not been identified clearly may be rejected. Except at its own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED". D. Drawing: The term "shop drawings" includes drawings, diagrams, layouts, schematic, descriptive literature, illustrations schedules performance and test data, and similar materials furnished by Contractor to explain in detail specific portions of the work required by the Contract 2. Contractor shall coordinate all such drawings, and review them for legibility, accuracy, completeness and compliance with contract requirements and shall indicate this approval thereon as evidence of such coordination and review. Shop drawing submitted to the Engineer without evidence of Contractor's approval will be returned for resubmission. FHU Reference No. 05-138 14 Mason Trail - Spring Creek to Prospect Project Special Provisions E -4- REVISION OF SECTION 105 CONTROL OF WORK June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 3. Shop drawing shall be clearly identified with the name and project number of this contract, and references to applicable specification paragraphs and contract drawings. When catalog pages are submitted, applicable items shall be clearly identified. 4. Contractor shall stamp his approval on shop drawings prior to submission to the Engineer as indication of his checking and verification of dimensions and coordination with interrelated items. Stamp shall read: "(Contractor's Name) represents that we have determined and verified all field dimensions and measurements, field construction criteria, materials, catalog numbers and similar data, and that we have checked with the requirements of the Specifications and Drawings, the Contract Documents, and General Conditions". Marks on drawings by Contractor shall not be in red. Any marks by Contractor shall be duplicated on all copies submitted. If shop drawings show variations from contract requirements, Contractor shall describe such variations in writing, separate from the drawings, at time of submission. All such variations must be approved by the Engineer. If Engineer approves any such variations, he shall issue an appropriate contract modification, except that, if the variation is minor and does not involve a change in price or in time of performance, a modification need not be issued. 6. Should the Contractor propose any item on his shop drawings or incorporate an item into the work, and that item should subsequently prove to be defective or otherwise unsatisfactory, (regardless of the Engineer's preliminary review), the Contractor shall, at his own expense, replace the item with another item that will perform satisfactorily. Certificates: For those items called for in individual sections, furnish six (6) certificates of compliance from manufacturers or suppliers certifying that materials or equipment being furnished under the Contract comply with the requirements of these Specifications. F. Samples: Samples shall be sufficient in size to clearly illustrate functional characteristics and full range of color, texture, and pattern. FHU Reference No. 05-138 15 -15- OPS on August 9, 2002. Fifteen groundwater monitoring wells have been installed as of August 3, 2005. The most recent groundwater monitoring event occurred on June 14, 2005, that included sampling of thirteen of the fifteen monitoring wells. Free product was detected in one of the wells, MW 5, benzene was detected above Risk Based Screening Levels (RBSL's) in five of the monitoring wells, and MTBE was detected above RBSL's in four of the monitoring wells. An air sparging/soil vapor extraction (AS/SVE) system was installed on July 22, 2005 and the pilot test was scheduled for August 2, 2005. Due to its adjacent, upgradient location and the elevated concentrations of BTEX and MTBE in the groundwater, this site has a high potential to have impacted the subsurface of the subject site. Copies of the records obtained from OIS are included in Appendix B. Twenty-seven underground storage tank (UST) sites were identified within a 0.5-mile radius of the subject corridor. Nineteen were listed as LUST sites and were discussed above. The other eight are not listed as leaking and are not expected to have impacted the subsurface of the subject corridor. None of the UST sites were observed adjacent to the subject corridor during our site inspection. 3.3 Local Agencies The Larimer County Department of Public Health and Environment (LCDHE) was contacted concerning environmental incidents on or in the vicinity of the subject corridor. LCDHE responded indicating they require a $50 payment for an environmental search by individual addresses. This information is not considered to be easily ascertained due to the large quantity of requests required to, cover the entire corridor. A copy of the LCDHE email response is included in Appendix B. The Poudre Fire Authority (PFA) was contacted concerning environmental incidents on or in the vicinity of the subject corridor. As of the date of this report, we have not yet received a response. A copy of our request letter is included in Appendix B. If a response is received that changes the conclusions of this assessment, an addendum letter will be submitted. 4.0 FINDINGS AND OPINIONS K + A performed a Modified Environmental Site Assessment (M-ESA) Update performed for the proposed approximate 1.25 mile Mason Trail Project located between Laurel Street on the al.1.4" ml nmh Kumar & Associates, Inc. Mason Trail - Spring Creek to Prospect Project Special Provisions -5- REVISION OF SECTION 105 CONTROL OF WORK G. Effect of Review of Contractor's Submittals: June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Review of drawings, data, methods of work, or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Engineer or the Owner, or by any officer or employee thereof, and the Contractor shall have no claim under the Contract on account of the failure or partial failure, of the method of work, material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED" shall mean that the Owner has no objection to the Contractor, upon its own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed. Subsection 105.04 shall be revised as follows: Delete the second paragraph and replace with the following: In case of discrepancy the order of precedence is as follows: A. General Conditions of the Construction Contract B. Special Provisions 1. Project Specifications 2. Standard Special Provisions C. Plans 1. Detailed Plans 2. Standard Plans Calculated dimensions will govern over scaled dimensions. D. Supplemental Specifications E. Standard Specifications Subsection 105.05 shall include: Coordination with Land Owners The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents in the project area. Every effort will be made to maintain pedestrian and bicycle flow and to accommodate special events and high volume holidays for businesses, pedestrians, parking, and vehicle traffic. The Contractor shall be responsible for communicating accurate scheduling information to the project team to assure proper notification of businesses and residents. FHU Reference No. 05-138 16 Mason Trail — Spring Creek to Prospect Project Special Provisions -6- REVISION OF SECTION 105 CONTROL OF WORK June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 In particular, any proposed disruption or closure to an existing access must be communicated to the property Owner and (if property is a rental) to the building tenant with as much notice as possible - 48 hours is the minimum notice that will be allowed for any proposed access change. The Contractor shall ensure that adequate alternate access is in place for vehicles and pedestrians and any property -specific access needs are addressed prior to any change in existing access. The Contractor shall identify his method of maintaining these accesses on the Construction Traffic Control plans (see Traffic Control — General). Subsection 105.07 shall include: Coordination with Traffic Engineer The Contractor shall coordinate with the Owner's Traffic Engineer for all traffic control activities. This shall include, but not be limited to, installation and timing of traffic signals, lane closures, and lane reductions. Subsection 105.08 shall include: Surveying Coordination 1. The Owner will provide construction surveying for the project. City Survey Crews will perform the surveying required. 2. The Contractor must submit a survey request form to the City Surveyors a minimum of 48 hours prior to needing surveying. 3. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. 4. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. 5. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument. 6. The Contractor shall be responsible for transferring the information from the construction staked to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. FHU Reference No. 05-138 17 Mason Trail - Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 106 CONTROL OF MATERIAL June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Section 106 of the Standard Specifications is hereby revised for this project as follows: Subsection 106.01 shall include: Substitutions and Product Options A. Description: This section describes the procedure required by the Contractor for product substitutions. 2. Requests for Substitution: a. Base all bids on materials, equipment and procedures specified. Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers, and/or manufacturer's names. Where this occurs, it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturer's names, capable of accomplishing purpose of types of equipment or kinds of material specifically indicated. C. Other types of equipment and kinds of material may be acceptable to the Owner and Engineer. a. Types of equipment, kinds of material and methods of construction, if not specifically indicated must be approved in writing by Engineer and the Owner. 3. Submission of Requests for Substitution: a. After Notice to Proceed, the Owner/Engineer will consider written requests for substitutions of products, materials, systems or other items. b. The Engineer reserves the right to require substitute items to comply color and pattern -wise with base specified items, if necessary to secure "design intent". C. Submit six (6) copies of request for substitution. Include in request: 1) Complete data substantiating compliance of proposed substitute with Contract Documents. FHU Reference No. 05-138 18 Mason Trail - Spring Creek to Prospect Project Special Provisions -2- REVISION OF SECTION 106 CONTROL OF MATERIAL June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 2) For products: i. Product identification, including manufacturer's name. ii. Manufacturer's literature, marked to indicate specific model, type, size, and options to be considered: Product description; performance and test data; reference standards; difference in power demand; dimensional differences for specified unit. iii. Name and address of similar projects on which product was used, date of installation, and field performance data. 3) For construction methods: Detailed description of proposed method. Drawings illustrating methods. 4) Itemized comparison of proposed substitution with product or method specified. 5) Data relating to changes in construction schedule. 6) Relation to separate contracts. 7) Accurate cost data on proposed substitution in comparison with product or method specified. In making request for substitution, or in using an approved substitute item, Supplier/Manufacturer represents: 1) 2) 3) He has personally investigated proposed product or method, and has determined that it is equal or superior in all respects to that specified and that it will perform function for which it is intended. He will provide same guarantee for substitute item as for product or method specified. He will coordinate installation of accepted substitution into work, to include building modifications if necessary, making such changes as may be required for work to be complete in all aspects. FHU Reference No. 05-138 19 Mason Trail - Spring Creek to Prospect Project Special Provisions -3- REVISION OF SECTION 106 CONTROL OF MATERIAL June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 4) He waives all claims for additional costs related to substitution which subsequently become apparent. 4. Substitutions: Request sufficiently in advance to avoid delay in construction. 5. Contractor's Option: a. For products specified only by reference standards, select any product meeting standards by any manufacturer, indicate selected type in submission. b. For products specified by naming several products or manufacturers, select any product and manufacturer named, indicate selected type in submission. For products specified by naming one or more products, but indicating option of selecting equivalent products by stating "or equivalent' after specified product, Contractor must submit request, as required for substitution, for any product not specifically named. 6. Rejection of Substitution or Optional Item: Substitutions and/or options will not be considered if they are indicated or implied on shop drawings, or project data submittals, without formal request submitted in accordance with this section. Subsection 106.03 shall include: Materials Testing A. Provide such equipment and facilities as are required for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment found to be acceptable. Any product which becomes unfit for use after approval thereof shall not be incorporated into the work. B. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM), and the American Association of Highway and Transportation officials (AASHTO). FHU Reference No. 05-138 20 Mason Trail — Spring Creek to Prospect Project Special Provisions -4- REVISION OF SECTION 106 CONTROL OF MATERIAL June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 C. Where additional or specific information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. D. Owners Responsibilities 1. The Owner shall be responsible for and shall pay all costs in connection with the following testing: a. Soils compaction tests. b. Trench backfill. C. Pipe and structural bedding. d. Tests not called for by the Specifications of materials delivered to the site. e. Concrete tests. f. Pavement tests E. Contractors Responsibilities 1. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: a. Concrete materials and mix designs. b. Design of asphalt mixtures. C. All performance and field-testing specifically called for by the Specifications. d. All retesting for work or materials found defective or unsatisfactory, including tests covered above. FHU Reference No. 05-138 21 Mason Trail — Spring Creek to Prospect Project Special Provisions -5- REVISION OF SECTION 106 CONTROL OF MATERIAL F. Transmittal of Test Reports June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Written reports of tests and engineering data furnished by Contractor for Engineer's review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings. The testing laboratory retained by the Owner or Engineer will furnish three (3) copies of a written report of each test performed by laboratory personnel in the field or laboratory. Two (2) copies of each test report will be transmitted to the Engineer and one (1) copy to the Contractor within seven (7) days after each test is completed. FHU Reference No. 05-138 22 Mason Trail — Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 107 INSURANCE Section 107.18 is hereby revised to read: June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 For this project all insurance certificates shall name the Colorado Department of Transportation as an additionally insured party. FHU Reference No. 05-138 23 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS Section 107 of the Standard Specifications is hereby modified to include the following: Environmental Controls The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project. A. Dust Control Application: The Contractor shall execute work by methods to minimize raising dust from construction operations. The Contractor shall provide and apply dust control at all times, including evenings, holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities. The use of non - approved chemicals, oil, or similar palliatives will not be allowed. Dust control agents may be used only after prior approval of the Owner. The Contractor shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site. The Owner will have authority to order dust control work whenever in its opinion it is required, and there shall be no additional cost to the Owner. The Contractor shall be expected to maintain dust control measures effectively whether the Owner or Engineer specifically orders, such Work. B. Preservation of Natural Features: Confine operations as much as possible. Exercise special care to maintain natural surroundings in an undamaged condition. Within the work limits, barricade trees, rock outcroppings, and natural features to be preserved. Orange plastic fencing will be installed as protection around active fox dens, as indicated on the stormwater management plan. This will ensure that the dens are not disturbed during construction activities associated with the bridge. C. Housekeeping: Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard. Immediately remove all rubbish. Do not allow rubbish to accumulate. Provide on -site containers for collection of rubbish and dispose of it at frequent intervals during progress of work. D. Disposal Disposal of Waste (Unsuitable) Materials: All material determined by the Engineer to be waste will be disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials, legally, at public or private dumping areas. Do not bury wastes inside of the limits of construction. All costs for dump fees, permits, etc., are to be borne by the Contractor. FHU Reference No. 05-138 24 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -2- REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS 2. Disposal of Garbage and Other Construction Materials: Provide sanitary containers/dumpsters and haul away contents such that no overflow exists. 3. Excess excavation shall become the property of the Contractor and shall be legally disposed of by him outside the limits of construction to an approved disposal site. Excess excavated material suitable for backfill shall not be disposed of until all backfill operations are complete. 4. The Contractor is to immediately inform Engineer of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. E. Burning: No burning of debris will be permitted. F. Water Control: A portion of the project work is located within a natural drainage course and is subject to periodic flooding due to rainfall and snowmelt, flows for adjacent developed areas and storm water pipes and ground water flows from saturated soils or other ground water sources. The Contractor is responsible for managing water within the construction site and protecting property. G. Noise Control All mechanical equipment shall be equipped with the best available mufflers to reduce noise. The Contractor shall be responsible for obtaining any necessary permits and shall limit noise to the permitted levels. Noise level monitoring shall be performed by the Contractor as necessary to show that the permitted levels are not being exceeded. 2. Permission from Owner must be obtained prior to the operation of any machinery and/or vehicles between the hours of 6 p.m. and 7 a.m. H. Aquatic Resource Protection: If heavy equipment is used that was previously working in another stream, river, lake, pond, or wetland within 10 days of work in this project, one of the following disinfection practices is necessary prior to construction to prevent the spread of New Zealand Mud Snails and other aquatic hitchhikers into this drainage. These practices are also necessary after project completion, prior to this equipment being used in another stream, river, lake, pond, or wetland for the same purpose: 1. Remove all mud and debris from equipment (tracks, turrets, buckets, drags, teeth, etc.) and the equipment must be kept dry for 10 days OR 2. Remove all mud and debris from equipment (tracks, turrets, buckets, drags, teeth, etc.) and spry/soak equipment with a 1:1 solution of Formula 409 Household Cleaner and water or a 1:15 solution of Sparquat institutional cleaner and water. Keep equipment moist for at least 10 minutes OR FHU Reference No. 05-138 25 -16- north and Spring Creek Road on the south adjacent to the Burlington Northern Santa Fe (Colorado and Southern) railroad in Fort Collins, Colorado. The purpose of the assessment was to identify potential recognized environmental conditions in connection with the property. Any exceptions to, or deletions from this practice are discussed in Section 1.0 of this report. During our site inspection, there was no evidence of hazardous materials or petroleum products being used, stored or released within the study area or on any adjacent properties. There was evidence of soil stains located within the storm drainage ditch along the west side of the corridor, south of Prospect Road. The stains are likely a result of run-off from the adjacent paved parking lot that was associated with the former Total filling station located at 221 West Prospect Drive, an open LUST site. No NPL sites, SPL sites, State CERCLIS sites, or CERCLIS NFRAP sites were identified within their respective ASTM Standard radii of the subject corridor. One RCRA CORRACTS facility was identified within a 1.0-mile radius of the subject corridor. There are no records of incidents or spills or evidence of soil or groundwater contamination associated with the facility; therefore, it is not expected to have impacted the subsurface of the subject site. One Federal CERCLIS site was identified within a 1.0-mile radius of the subject corridor. It is located hydrogeologically downgradient and is not expected to have impacted the subsurface of the subject site. Sixty-one LUST sites were identified within a 1.0-mile radius of the subject corridor. Sixty are not expected to have impacted the subsurface of the subject site. One of the LUST sites, Total #2623 located at 221 W. Prospect Street, is listed as open and is located immediately adjacent to the subject corridor. There is evidence of elevated concentrations of BTEX and MTBE in the groundwater. This site has the potential to have impacted the subsurface of the subject site. n&1.425 - d'h Kumar & Associates, Inc. Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -3- REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS 3. Remove all mud and debris from equipment (tracks, turrets, buckets, drags, teeth, etc.) and spray/soak equipment with water greater than 130 degrees F for at least 10 minutes. 4. Clean hand tools, boots, and any other equipment that will be used in the water using one of the above options, as well. Permits All work must be performed in accordance with all applicable regulatory permits. It shall be the responsibility of the Contractor to obtain a Construction Dewatering Permit from the Colorado State Health Department for any dewatering operations that will be discharged into any drainageways, open channels, or irrigation ditches. The Contractor shall be responsible for any testing required under the Construction Dewatering Permit. 2. The Owner will obtain the following permits: • Floodplain Use Permit • City of Fort Collins Excavation on Public Property Permit It shall be the responsibility of the Contractor to prepare and obtain an approved Erosion and Sediment Control Plan from the Owner. The Contractor must obtain all other applicable permits. FHU Reference No. 05-138 26 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: Subsection 108.03 shall include the following: Project Meetings A. Pre -Construction Conference: A Pre -Construction Conference will be held after Notice of Award and before the Notice to Proceed, the date, time and location will be determined after Notice of Award. The conference shall be attended by: 1. Contractor and Contractor's Superintendent 2. Contractor's Subcontractors 3. Engineer 4. Owner 5. Utility Companies 6. Others as requested by the Contractor, Owner, or Engineer. Unless previously submitted to the Owner, the Contractor shall bring to the conference a tentative schedule of the construction project, including in the schedule shop drawings and other submittals. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: 1. Contractor's tentative Schedule 2. Permit applications and submittals, including Dewatering Permit, Erosion and Sediment Control Plan, and Traffic Control Plan 3. Transmittal, review and distribution of Contractor's submittals 4. Processing applications for payment 5. Maintaining record documents 6. Critical work sequencing 7. Field decision and change orders 8. Use of premises, office and storage areas, staging area, security, housekeeping, and Owner's needs 9. Contractor's assignment of safety and first aid FHU Reference No. 05-138 27 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -2- REVISION OF SECTION 108 PROSECUTION AND PROGRESS B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency, if approved by the Engineer. These meetings shall be attended by the Owner, the Engineer, the Contractor's representative and any others invited by these people. The Engineer will conduct the meeting and the Engineer will arrange for keeping the minutes and distributing the minutes to all persons in attendance. The agenda of these project meetings will include construction progress, the status of submittal reviews, the status of information requests, critical work sequencing, review of strategies for connections into existing facilities, status of field orders and change orders, and any general business. The Contractor will prepare a "two week look ahead" schedule to facilitate coordination of work items. Subsection 108.04 shall include the following: Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. No work shall be permitted on weekends or holidays without written approval from the Project Manager. Work activity done at times other than during normal working hours may require reimbursement to the City for the overtime cost to the City. Work requests beyond normal working hours must be submitted to the Project Manager a minimum of five (5) working days prior to the requested date. Construction of the Spring Creek bridge structure is limited to the time frame of May to January. The restrictions are to protect wildlife in the project area, specifically active fox dens. This seasonal restriction is required by the Colorado Division of Wildlife. Construction activities associated with portions of the trail not associated with the Spring Creek bridge can occur at any time. FHU Reference No. 05-138 28 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised for this project as follows: Subsection 201.02 shall include the following: The clearing and grubbing limits shall be as directed by the Engineer or by the Assistant City Forester (Ralph Zentz, 970-221-6302). The Engineer or Assistant City Forester shall be responsible for identifying the trees designated for removal, in addition to the removal of tree branches, stumps, shrubs or any other plant materials. Clearing and grubbing shall include the removal of all trees of caliper 2" and less. The Contractor shall not remove any trees greater than 2" until given written authorization by the Engineer or Assistant City Forester. Trees greater than six (6) inches in diameter shall not be removed between April 1 and August 31 unless directed by the Assistant City Forester. Clearing and grubbing shall include the removal and possibly the trimming of trees, bushes, and shrubs as identified by the Engineer or the Assistant City Forester to be either removed or trimmed. All removed debris shall become the property of the Contractor and shall be removed from the project site, not buried on -site. Clearing and grubbing shall also include the removal of impacted fencing and barricades as directed by the Engineer. Subsection 201.04 shall include the following: PAY ITEM Clearing and Grubbing FHU Reference No. 05-138 29 PAY UNIT Lump Sum Mason Trail - Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 208 GRAVEL BAG June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Section 208 of the Standard Specifications is hereby revised for this project as follows: DESCRIPTION Subsection 208.01 shall include the following: This work consists of the installation of gravel bags at locations shown on the plans. MATERIALS Subsection 208.02 shall include the following: (o) Gravel Bag. Gravel bags shall consist of aggregate filled fabric with the following dimensions: Diameter 4 to 6 inches Section Length 1 foot minimum The sediment control device shall consist of a woven geotextile fabric with the following properties: Grab tensile strength 90 lbs. min. ASTM D 4632 Trapezoid Tear Strength 25 lbs. min. ASTM D 4533 Mullen Burst 300 psi. ASTM D 3786 Ultraviolet Resistance 70% ASTM D 4355 Gravel bags shall be capable of remaining in place during a storm event. Aggregate contained in the gravel bags shall consist of gravel or crushed stone conforming to Table 703-7 for Class C. CONSTRUCTION REQUIREMENTS Subsection 208.05 shall include the following: (s) Gravel Bag. Gravel bags shall be placed on a stable surface, consisting of pavement, grass or aggregate. Gravel bags shall be placed to conform to the surface without gaps. Discharge water shall not cause erosion. METHOD OF MEASUREMENT Subsection 208.07 shall include the following: Gravel Bags will not be measured and paid for separately, but shall be incidental to the work. FHU Reference No. 05-138 30 Mason Trail — Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 212 SOIL CONDITIONING June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No: 16584 Section 212 of the Standard Specifications is hereby revised for this project to include the following: J DESCRIPTION This work consists of incorporation of organic amendment into the top 6 inches of the soil to be seeded. MATERIALS Soil amendments shall be tilled into seeded areas and shall include: 3 cubic yards per 1,000 square feet of organic amendment. The organic amendment shall include the following: An organic product containing a mixture of composted cow or sheep manure and wood residue that has been aerobically and naturally processed in such a manner as to maintain a consistent temperature of 140 degrees Fahrenheit or greater for a period of time that is long enough to accomplish the following specifications: 1. The windrows of composted organic amendment (cow or sheep manure) have to be composted for 70 to 90 days. Certification must be provided to prove the product has gone through this process. 2. Eradicate harmful pathogens, including coliform bacteria. 3. Create a carbon to nitrogen ratio of no less than 15/1 to 25/1. 4. Contain no solid particle greater than 1/2 inch in diameter. 5. Have a non -offensive smell similar to fresh turned soil. 6. Contain no significant level of dirt or soil, chemical preservatives and contain a maximum of 30 percent composted plant residue. 7. The pH after composting shall be between 6.0 and 8.0 with an organic matter content of not less than 20%. 8. Soluable salts shall not be greater than 5mmhos/cm The Contractor shall submit a two lb. (2 lb.) sample of the product four (4) weeks before its use on the project site for the Engineer's approval. A Certificate of Compliance shall be provided to the Engineer to verify the organic matter content, pH and carbon matter to nitrogen ratio. FHU Reference No. 05-138 31 Mason Trail — Spring Creek to Prospect Project Special Provisions -2- REVISION OF SECTION 212 SOIL CONDITIONING CONSTRUCTION REQUIREMENTS June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 All seeded areas shall be amended with composted organic amendment as shown on the plans and shall be tilled or ripped to a depth of 6 inches into the soil. After ripping remove all debris such as concrete, rocks (greater than 3" in diameter) and other deleterious from area. Stockpiling of material on project site in excess of 30 days shall not be allowed. METHOD OF MEASUREMENT Soil Conditioning will be measured by the actual number of acres completed and accepted. Payment for Soil Conditioning shall include incorporation and material. Measurement for acres will be slope distances. BASIS OF PAYMENT The accepted quantities of Soil Conditioning will be paid for at the contract unit price. Payment will be made under: PAY ITEM PAY UNIT Soil Conditioning . Acre Payment shall be full compensation for all work necessary to complete the work. FHU Reference No. 05-138 32 Mason Trail - Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 217 HERBICIDE TREATMENT June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Section 217 of the Standard Specifications is hereby revised for this project as follows: Subsection 217.03 shall include the following: The Contractor shall apply post -emergent herbicide to all non -woody vegetation on entire site (exclusive of existing wetlands and wetland mitigation areas) in accordance with this specification. Herbicide shall be applied at least 14 days prior to planting and seeding. Herbicide shall be glyphosate type. Add inert, water soluble, blue colored dye to herbicide prior to spraying. Dye should be sufficiently dark enough to indicate sprayed versus unsprayed areas. Apply the herbicide mixture so that all undesirable vegetation is uniformly covered. Do not allow herbicide to drift or overspray onto existing vegetation to remain or wetlands. Spray target vegetation so that it is wet, but without runoff. Do not apply herbicide if: 1. Rainfall is expected within 6 hours. 2. There is growth stress to surrounding non -target vegetation as a result of drought, insects, disease, or plant damage. 3. When heavy dust is on the plants. 4. If target material treatment will adversely effect woody vegetation. Do not permit foot or other traffic on treated areas when they are wet from application. Subsection 217.03 shall include the following: Canadian thistle shall be spot sprayed while plant is actively growing when at or beyond the bud stage of growth. Glyphosate shall be applied in locations directed by the Engineer. Subsection 217.05 shall include the following: The accepted quantities of herbicide treatment will be paid for at the contract unit price per hour. Payment will be made under: PAY ITEM PAY UNIT Herbicide Treatment Hour Water will not be measured and paid for separately but shall be included in the work. FHU Reference No. 05-138 33 Mason Trail — Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 250 ENVIRONMENTAL, HEALTH AND SAFETY MANAGEMENT The Contractor shall be aware that a portion of the project will be constructed nearby several adjacent sites that are currently used or have been used in the past for commercial and/or industrial purposes. A Hazardous Materials Technical Report (Kumar and Associates, 2005) prepared in support of the project found that the property at 221 West Prospect Road had previous spills of gasoline and diesel products. While these spills were from underground storage tanks, the potential to encounter contaminated soils near the ground surface cannot be ruled out. Therefore, the Contractor shall be familiar with the information provided in the Hazardous Materials Technical Report and be prepared for the possibility of encountering suspected contaminated material, including but not limited to waste material, discolored and/or odorous soil, or discolored and/or odorous groundwater, during construction. The Contractor shall follow the procedures found in paragraph 250.03 (d) 4 if previously unidentified suspected contaminated material is encountered. The Contractor shall contact the Health and Safety officer identified for this project and the Project Manager immediately upon encountering suspected soils. There is a potential for encountering hazardous materials in soils due to the presence of numerous underground storage tanks in the vicinity of the Project. The Contractor shall be responsible for the required worker health and safety, materials management, analysis and materials disposal according to state regulations. The Contractor Health and Safety Officer and/or Monitoring Technician shall be on site as necessary during the excavations to ensure the safety of workers and proper management, analysis and disposal of potentially contaminated materials, as detailed in the CDOT Standard Specification 250-Environmental, Health and Safety Management. The characterization of all materials for proper transport and disposal shall be performed with the approval of the Engineer. Subsection 250.05 (b) shall include the following: The Contractor shall be responsible for obtaining the authorization for solid waste disposal, and if necessary, hazardous waste disposal, and shall obtain the necessary transport and disposal manifests with approval of the Engineer. The disposal facility shall be fully compliant with state and federal regulations. The Contractor shall perform all necessary material characterization required. For solid waste suitable for non -hazardous landfill disposal, the Contractor shall prepare and submit a "Request to Dispose" with a description and characterization of the material to: Mr. Charles Johnson, Colorado Department of Public Health and Environment (CDPHE) in Denver, (303) 692-3348. For hazardous waste disposal, the Contractor shall contact Ms. Pat Martinek, CDPHE in Denver, (303) 692-3446. It is the Contractor's responsibility to identify and perform the appropriate analyses for waste disposal. Transport costs to the disposal facility will be included in the contract unit price for Solid Waste Disposal. FHU Reference No. 05-138 34 Mason Trail - Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 403 HOT MIX ASPHALT Section 403 of the Standard Specifications is revised as follows: June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Hot Bituminous Pavement - This shall consist of placing HBP - Patching according to Larimer County Urban Area Street Standards, Chapter 10, latest edition. It shall be the Contractor's responsibility to purchase and familiarize themselves with these specifications. They may be obtained at the City of Fort Collins, Engineering Department. Subsection 403.05 shall include the following: Payment will be made under: PAY ITFM Hot Mix Asphalt (Patching) (Asphalt) PAY UNIT Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Hot Bituminous Pavement, complete -in -place, including compaction, and rolling as shown on the plans, as specified in these specifications, and as directed by the Engineer. FHU Reference No. 05-138 35 -17- Twenty-seven UST sites were identified within a 0.5-mile radius of the subject corridor. Nineteen were listed as LUST sites and were discussed above. The remaining eight are not listed as leaking and are not expected to have impacted the subsurface of the subject site. Fifteen RCRA generator sites were identified within a 0.5-mile radius of the subject corridor. One was listed as a CORRACTS site and was discussed above. The remaining fourteen were not listed as CORRACTS sites and are not expected to have impacted the subsurface of the subject site. One ERNS site was identified within a 0.5-mile radius of the subject corridor. The spill reportedly has been cleaned up and is not expected to have impacted the subsurface of the subject site. The LCDHE information was not easily ascertained, as they require a $50 fee per address to do an environmental search. We have not yet received a response from the Poudre Fire Authority. If Poudre Fire Authority information changes the conclusions of this report, an addendum letter will be issued. 5.0 CONCLUSIONS This assessment has revealed no evidence of recognized environmental conditions in connection with the subject corridor except for the following: • Total # 2623, 221 West Prospect Drive - This LUST site was formerly a TPI Petroleum Store #4107 located on the southwest corner of Prospect Road and the Colorado & Southern Railroad intersection. This site is located immediately adjacent and upgradient to the subject corridor project. The most recent groundwater -monitoring event occurred on June 14, 2005, that included sampling of thirteen of the fifteen monitoring wells. Due to its adjacent, upgradient location and the elevated concentrations of BTEX and MTBE in the groundwater, this site has a high potential to have impacted the subsurface of the subject corridor. Kumar & Associates, Inc. Mason Trail - Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 514 PEDESTRIAN RAILING (STEEL) Section 514 of the Standard Specifications is hereby deleted in its entirety and replaced with the following: DESCRIPTION 514.01 This work shall consist of furnishing all equipment, labor, fabrication and materials to do all work necessary to construct the Pedestrian Railing (Steel) as indicated on the Drawings and as specified herein. MATERIALS 514.02 Steel shall conform to the requirements of Section 509 and the following: 1. Steel pipe shall conform to the requirements of ASTM A53. 2. Steel Plates and Bars shall comply with the requirements of ASTM A36. Welding shall conform to Section 509 and the American Welding Society Structural Weld Code - Steel D1.1. Shop Drawings: Submit shop drawings of all metal railing fabrications to Engineer for approval, showing sizes and thickness of all members, types of materials, methods of connection and assembly, complete dimensions, clearances, anchorage, relationship to surrounding work by other trades, shop paint and protective coatings, and other pertinent details of fabrication and installation. 1. Field -measurement of wingwall construction shall be conducted prior to development of shop drawings to verify required dimensioning of railing. 2. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, openings, size and type of fasteners and any accessories. 3. Include erection drawings, elevations, applicable details and field dimensions. 4. Indicate welded connection using standard AWS welding symbols. Indicate net weld lengths. 5. Do no order materials or begin fabrication until Engineer's review of submittals has been completed and returned. 6. Furnish to the Contractor with copy to the Engineer, a certified statement that the shop - applied galvanizing and finishes conform to these Specifications, including compliance with application thickness and adhesion. Immediately before painting, remove rust, loose mill scale, dirt, weld flux, weld spatter, and other foreign materials with SSPC-SP6 commercial sandblast treatment. Steel railing elements shall be painted with a two -coat inorganic zinc polyurethane paint system as specified in Section 708.03(b) of the CDOT Standard, except that the minimum dry film thickness of the top coat shall be 4.0 mils. The top coat shall be a DARK BROWN color, equivalent to federal standard 595B color #30051. FHU Reference No. 05-138 36 Mason Trail - Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -2- REVISION OF SECTION 514 PEDESTRIAN RAILING (STEEL) Following erection of the ornamental metal work, clean any field welds made, bolted connections and abraded areas of shop paint and exposed areas, and touch up with same paint as used for shop painting. Weld plates provided along the top of the walls shall be field -painted to match the railing. Care shall be exercised to produce a uniform finish between the shop paint and the touch-up paint. CONSTRUCTION REQUIREMENTS 514.03 Materials shall be carefully handled and stored under cover in manner to prevent deformation and damage to the materials and to shop finishes, and to prevent rusting and the accumulation of foreign matter on the metal work. All such work shall be repaired and cleaned both prior to and after erection. Work shall be erected square, plumb and true, accurately fitted, and with tight joints and intersections. Materials shall be new stock, free from defects impairing strength, durability or appearance, and of best commercial quality for each intended purpose. Connections shall be continuous -welded type for rigid construction, with weld ground smooth. Welding shall conform to applicable requirements of AWSW D1.1. Metal surfaces shall be cleaned and free from mill scale, flake, rust and rust pitting. Assembled metal sections shall be well formed and finished to shaped and size, true to details, with straight, sharp lines and angles and smooth surfaces. Exposed sheared edges shall be ground smooth. Weld all permanent connections. Weld shall be continuous on all exposed surfaces; exposed weld shall be ground flush and smooth with voids filled with metallic filling compound. Pedestrian rail shall be rigidly braced and secured to surrounding construction, and shall be tight and free of rattle, vibration, or noticeable deflection during construction. Rail shall be of Architectural Quality. Exceptional care shall be taken in welding and grinding, filing and surface sanding to provide truly smooth, clean, neat, and flush construction throughout, free of all surface defects and defacements. Remove and replace work at no additional cost to the project for work of this section which is improperly located or is not true to line, and plumb. Repair damaged components and finishes as recommended by the manufacturer and as indicated herein. FHU Reference No. 05-138 37 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -3- REVISION OF SECTION 514 PEDESTRIAN RAILING (STEEL) METHOD OF MEASUREMENT 514.04 Pedestrian Railing (Steel) shall be measured and paid for by the linear foot from end to end of metal rail sections, as shown on plans. BASIS OF PAYMENT 515.05 The accepted quantities of the various types of rail measured as provided above will be paid for at the Contract unit price per linear foot, which shall be compensation for all labor, equipment and materials including anchorages, attachments, painting, fabrication, installation, and adjustment required to complete the item. Payment will be made under: PAY ITEM Pedestrian Railing (Steel) FHU Reference No. 05-138 38 PAY UNIT Linear Foot Mason Trail - Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 608 DETECTABLE WARNINGS June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 .shall include the following: This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the plans and in accordance with the plans. Subsection 608.02 shall include the following: Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes, and when installed, shall be capable of producing the pattern of domes as shown on the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM C 936. Alternate materials may be used, if pre -approved by the Engineer. The Contractor shall submit a sample of the product, the name of the selected supplier, and documentation that the product meets all contrast requirements and will be fully compatible with the curb ramp surface to the Engineer for approval prior to start of work. Known vendors of alternate products include but are not limited to the following: VENDOR NAME PRODUCT PHONE NUMBERS TMA Construction Supply CAST in TACT Warning 303-295-6050 Panels East Jordan Iron Works; Inc: Truncated Dome Plates., 800-626-4653" Neenah Foundry Company R-4984 Detectable 800-558-5075 Warning Plate The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the adjoining surface. The contrast shall be verified using the following equation: Contrast = Bi - Bz x 100 Bi Where B, = Light Reflectance Value (LRV) of the lighter area BZ = LRV of the darker area Absolute black and white will not be permitted. FHU Reference No. 05-138 39 Mason Trail - Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -2- REVISION OF SECTION 608 DETECTABLE WARNINGS The contrast shall be achieved by adding pigment during the fabrication of the paver. Prior to start of work, the Contractor shall submit appropriate documentation from the manufacturer verifying that the contrast has been met, along with a sample paver, to the Engineer for approval. Bedding and joint sand shall be free of deleterious or foreign matter. The sand shall be natural or manufactured from crushed rock. Limestone screenings or stone dust shall not be used. Sand for bedding material shall conform to ASTM C 33. Sand that is to be placed between joints shall conform to ASTM C 144. Subsection 608.03 shall include the following: (g) Detectable Warnings. Pre -fabricated pavers for detectable warnings shall be brought to the site in steel banded, plastic banded or plastic wrapped cubes capable of being transported by a fork lift or clamp lift. Pavers shall be carefully removed and stacked in a manner which results in the least amount of damage. All pavers that are damaged during transport or delivery will be rejected and shall be replaced at the Contractor's expense. Minor cracks or chipping due to transport and handling that do not interfere with the structural integrity of the paver or the overall pattern of truncated domes will not be deemed as grounds for rejection. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient sand should be placed to stay ahead of laid pavers Pavers shall be placed in a running bond pattern. Domes shall be aligned to create a square grid in the predominant direction of travel as shown in the plans. Pavers shall be installed such that the base of the truncated dome is at the same elevation as the adjoining surface, allowing for a smooth transition between the curb ramp and the detectable warning. When cut pavers are required to fill gaps between the pavers and the edge of concrete, the Contractor shall bevel portions of the truncated domes at a 45-degree angle to create a smooth transition between the partial dome and the curb ramp surface. Unless otherwise directed by the Engineer, pavers shall be cut and installed in such a manner that the domes on the cut sections will not significantly impact the overall pattern of the truncated domes. The Contractor shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer's recommendations, or as directed by the Engineer. All pavers that are damaged during embedment shall be replaced at the Contractor's expense. Joint spacing between paver units shall be in accordance with the manufacturer's recommendations, or as approved by the Engineer. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. (h) Alternate products. Alternate materials shall be installed in accordance with manufacturer's recommendations. FHU Reference No. 05-138 40 Mason Trail - Spring Creek to Prospect Project Special Provisions -3- REVISION OF SECTION 608 DETECTABLE WARNINGS June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 The concrete surface to which alternate materials are to be applied shall be prepared in accordance with manufacturer's recommendations. Material requirements, color and application shall be in accordance with manufacturer's recommendations and as approved by the Engineer. Subsection 608.05 shall include the following: Detectable warnings on curb ramps, including sand, pavers, alternate materials, and all other work and materials necessary for fabrication, transport, and installation will not be measured and paid for separately, but shall be included in the work. FHU Reference No. 05-138 41 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 622 REST AREA AND BUILDING (INFORMATION CENTER) Section 622 of the Standard Specifications is hereby revised for this project as follows: Subsection 622.01, shall include the following: This work includes fabrication and complete installation of one (1) Information Center at the MTC Rest Area. Plan and details reference this item as "Kiosk." Subsection 622.04 shall include the following: The materials and fabrication of steel structure shall be structural steel shapes and appropriate fasteners per Section 509. Performance criteria for the structures are as follows: Engineer roof system capable of withstanding 90 pounds per square foot positive and negative live load applied at 90 degrees to surface, and 250 pounds concentrated walking load applied to 4 square inches of roof panel without buckling, distorting or otherwise damaging panel. Snow load minimum 30 pounds per square foot; dead load minimum 38 pounds per square foot. Wind load; 100 mph. Shelter Manufacturers: Central Denver Iron Works, 4245 Fox Street, Denver, Colorado, 80216. PH: (303) 433- 3180, FAX: (303) 433-6002 RCP Shelters, 959 SE Central Parkway, Stuart, Florida, 34994 PH: 1-800-525-0207, FAX: (722) 288-0207 Classic Recreation, Arizona, 1875 E. Berry Drive, Dewey, Arizona, 86327. PH: 1-800- 697-2195 The materials for the roofing shall be corrugated "S Deck" metal structural roofing, pre -finished 24-gauge hot -dipped galvanized steel, galvalume coating and custom colored finish. Powder coat color: Green (RAL 6004), medium gloss. Roofing Manufacturers: Berridge, "S Deck", 7505 E. 415t Avenue, Denver, CO 80216, PH: 1-800-735-3703, FAX: (303) 322-3810 AEP-SPAN, 5100 E. Grand Avenue, Dallas, TX 75223, PH: 1-800-527-2503, FAX: (214) 828-1394 Wheeling Corrugated, 1134 Market Street, Wheeling, WV 26003, PH: 1-877-333-0900, FAX: 1-888-786-8707 FHU Reference No. 05-138 42 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -2- REVISION OF SECTION 622 REST AREA AND BUILDINGS (Information Center) The materials for the bulletin board shall be 5/8" marine grade A/B plywood faced (one side) with clear polycarbonate, thickness per industry standard, and engineered to the same structural criteria as the rest of the shelter. Back of bulletin board shall be powder coated 22 gauge perforated steel with 1/8" holes on staggered'/4" centers. Frames for the bulletin board shall be structural steel and have no bolts or connectors that protrude more than 3/8". Frames shall allow for replacement of polycarbonate without damage to the frames. The structures shall be direct buried in concrete footings. Submit engineered shop drawings for the footing and structures. Fasten the metal roofing to the steel structure per manufacturer's recommendations. Place fasteners through the high point of the corrugation. Provide steel fascia on all sides to match roofing. Subsection 622.20 shall include the following: 1. Bench: 1. Victor Stanley Model RB-28 Bench. Powder coat color: Green (RAL 6004), medium gloss. As manufactured by Victor Stanley, Inc. P.O. Drawer 330, Dunkirk, Maryland 20754 USA. PH: 1-800-368-2573 (USA & Canada), Fax: (410) 257-7579. 2. DuMor, Inc. 6 ft. bench, Model #94. Powder coat color: Green (RAL 6004), medium gloss. As manufactured by DuMor, Inc., P.O. Box 142, Mifflintown, PA, 17059. PH: 1-800-598-4018, FAX: (717) 436-9839. 3. Kay Park Recreation Model #IVILRPC. Finish: Powder coat color: Green (RAL 6004), medium gloss. Available from Kay Park 1301 Pine Street, Janesville, IA 50647. PH: (319) 987-2313, FAX: (319) 987.2900. 4. Or equal as approved by the Engineer, meeting or exceeding the following: a. 1/2" thick by 2" wide steel end frames. b. Steel slats are formed from sections of 1/4" thick by 1 1/2" solid steel bar. c. Polished welds where the vertical steel bars meet at top of bench forming a continuous surface from the top tubular section to each ribbon. This adds structural integrity, aesthetic appeal and comfort. d. Reverse contour for comfort. e. Fully welded construction. f. All fabricated steel components are shot -blasted, chemically etched and phosphated, preheated and then electrostatically powder coated. g. Superior powder coated finish (8-10 mils thick) h. Mechanical post -coating joint sealer at every metal to metal connection to prevent rusting. FHU Reference No. 05-13843 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -3- REVISION OF SECTION 622 REST AREA AND BUILDINGS (Information Center) 2. Trash Receptacle: 1. DuMor, Inc. trash receptacle, Model #17. Powder coat color: Green, (RAL 6004), medium gloss. As manufactured by DuMor, Inc., P.O. Box 142, Mifflintown, PA, 17059. PH: 1-800-598-4018, FAX: (717) 436-9839. 2. Victor Stanley Model S-42 Trash Receptacle. Powder coat color: Green (RAL 6004), medium gloss. As manufactured by Victor Stanley, Inc. P.O. Drawer 330, Dunkirk, Maryland 20754 USA. PH: 1-800-368-2573 (USA & Canada), Fax: (410) 257-7579. 3. Kay Park Recreation Model #IVILRPC. Finish: Powder coat color: Green (RAL 6004), medium gloss. Available from Kay Park 1301 Pine Street, Janesville, IA 50647. PH: (319) 987-2313, FAX: (319) 987-2900. Or equal as approved by the Engineer meeting or exceeding the following: a. 3/8" thick vertical steel bars. b. Fully welded construction. c. 36 gallon capacity high density plastic liner. d. Adjustable leveling feet (keeps frame of receptacle off surface and level on an uneven grade). Receptacle is secured to the ground with one anchor bolt. e. All fabricated steel components are shot -blasted, chemically etched and phosphated, preheated and then electrostatically powder coated. f. Superior powder coated finish (8-10 mils thick). g. Mechanical post -coating joint sealer at every metal to metal connection to prevent rusting. Subsection 622.27 shall include the following: Shelters will be measured by the unit installed. Subsection 622.28 shall include the following: PAY ITEM PAY UNIT Information Center Each Bench Each Trash Receptacle Each FHU Reference No. 05-138 44 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT Section 628 is hereby added to the Standard Specifications for this project as follows: DESCRIPTION 628.01 This work consists of the design, fabrication, delivery to the project site, and erection of a simple -span, welded self -weathering steel, truss pedestrian bridge with a concrete deck in accordance with the specifications and plan details. Potential bridge suppliers are: 1. Continental Bridge 8301 State Highway 29 N Alexandria, Minnesota 56308 1-800-328-2047, FAX 320-852-7067 2. Steadfast Bridges 4021 Gault Ave. South Fort Payne, Alabama 35967 1-800-749-7515, FAX 256-845-9750 3. Excel Bridge Manufacturing Company 12001 Shoemaker Avenue Santa Fe Springs, California 90670 1-800-548-0054, FAX 213-944-4025 4. Big R Manufacturing and Distributing, Inc. P.O. Box 1290 Greeley, Colorado 80632-1290 1-800-234-0734, FAX 1-970-356-9621 Wheeler Lumber, LLC 9330 James Avenue South Bloomington, Minnesota 55431-2317 1-800-328-3986, FAX 952-929-2909 MATERIALS 628.02 Structural Steel. All structural steel shall be new (unused) material. The Contractor shall provide the Engineer and the Staff Bridge Branch Fabrication Inspection Unit with copies of all certified mill test reports for all structural steel and bolts. Floor beams, stringers, and members of each Half -through truss (upper and lower chords, diagonals, end posts and vertical posts) utilized in the bridges shall meet a longitudinal Charpy V-notch (CVN) value of 25 ft. lbs. at 40 degrees Fahrenheit. Testing shall be in accordance with AASHTO T 243 (ASTM A 673). The H frequency of heat testing shall be used. The Contractor shall provide the Engineer with certified copies of all CVN test reports. FHU Reference No. 05-138 45 -18- 6.0 RECOMMENDATIONS We recommend continuing to review Groundwater Monitoring Reports for the LUST site - located at 221 West Prospect Drive. These reports will provide information pertaining to the extent of groundwater contamination and its potential migration beneath the study area. If project construction activities disturb subsurface soils or groundwater in the area of the Prospect Drive and railroad intersection, we recommend a Phase II subsurface ESA in order to pre -characterize and delineate extent of contamination in the soils and groundwater, for project personnel health and safety issues, and for materials management, disposal and dewatering issues. 7.0 LIMITATIONS This environment assessment has been performed in general accordance with ASTM Standard Practice 1527-00 and CDOT M-ESA guideline for use by the client for evaluation purposes. The conclusions submitted in this report are based on the data obtained from the information reviewed, site observations and personal interviews. The materials reviewed and statements made by persons interviewed were relied upon to develop the conclusions. The nature and extent of any soil or ground -water contamination at the site was not evaluated by obtaining samples and conducting laboratory analysis. It 'is possible that a sampling and analysis program could change the conclusions presented in this report. Client agrees that Kumar & Associates, Inc. has neither created nor contributed to the creation or existence of any possible hazardous substances or petroleum products at the site. Accordingly, the client hereby waives any claim, liability or defense caused for injury or loss sustained by any party from such exposure allegedly arising out of or related to our findings, conclusions and recommendations. D MB/mj cc: File, Book 65.1-Q3.rM4mD Kumar & Associates, Inc. Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -2- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT All square and rectangular structural steel tubing shall conform to the requirements of ASTM A 847, Cold -Formed Welded and Seamless High Strength, Low Alloy Structural Tubing With Improved Atmospheric Corrosion Resistance. All structural steel shapes and plates shall conform to the requirements of ASTM A 588, High - Strength Low -Alloy Structural Steel. All anchor bolts and nuts shall conform to the requirements of ASTM A 307, Grade A, Carbon Steel Bolts and Studs, and shall be galvanized in accordance with the requirements of ASTM A 153. Each anchor bolt shall be provided with two nuts for jamming. All structural steel field connections shall be bolted with high strength bolts. High strength bolts, including suitable nuts and plain hardened washers, shall conform to the requirements of ASTM A 325. Bolts shall be Type 3. CONSTRUCTION REQUIREMENTS 628.03 Design. The AASHTO Guide Specifications for Design of Pedestrian Bridges and Division I (design) of the AASHTO Standard Specifications for Bridges shall govern the design. The superstructure of the pedestrian bridge shall consist of two parallel Half -through trusses, with at least one diagonal per panel. The trusses shall be the main load -carrying members of the bridge. The members of each Half -through truss (upper and lower chords, diagonals, end posts, and vertical posts) shall be fabricated from square and rectangular structural steel tubing. Floor beams and stringers shall be fabricated from structural steel shapes or square and rectangular structural steel tubing. The structure shall conform to the clear span, clear width, and railing requirements shown on the plans. The trusses shall be cambered such that the walkway surface conforms to the vertical profile as shown on the plans, plus any additional camber required to account for the dead load deflection of the pedestrian bridge. Pedestrian bridges shall be designed for the following loads and loading conditions: Dead load shall be as defined in Section 3.3 of the AASHTO Standard Specifications. FHU Reference No. 05-138 46 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -3- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT 2. Live load shall be as defined in the AASHTO Guide Specifications. Distribution to the stringer and floor beams shall be in accordance with Section 3 of the AASHTO Standard Specifications. Deflection and vibration limits as per the AASHTO Guide Specifications shall apply. Pedestrian live load shall be 85 pounds per square foot, reducible as defined by the AASHTO Guide Specifications, and used in load group I of the AASHTO Standard Specifications, Section 3. Vehicle live load shall be for a 20,000 pound light vehicle loading (H-10 truck), as defined by the AASHTO Guide Specifications, and used in load group IB of the AASHTO Standard Specifications, Section 3. Distribution to the stringer and floor beams shall be in accordance with Section 3 of the AASHTO Standard Specifications. Deflection and vibration limits as per the AASHTO Guide Specifications shall apply. 3. Wind load shall be as defined by the AASHTO Guide Specifications, and used in load group V of the Standard Specifications, Section 3. Allowable loads in the structural steel members and weld metal shall be in accordance with Section 10 of the AASHTO Standard Specifications. Minimum thickness of structural steel shall be 3/16 of an inch '/z inch diameter weep holes shall be drilled (flame cut holes will not be allowed) at all low points of all steel tubing members as oriented in the in -place, completed structure. In members that are level, or flat, a total of two weep holes shall be drilled, one at each end. Weep holes and their locations shall be shown on the Shop Drawings. All welded tubular connections shall be designed in accordance with Section 2, Parts A and D (Delete Subsection 2.36.6), of the Structural Welding Code -Steel ANSI/AWS/D1.1 (Latest Edition). Continuous wooden bicycle rub rails shall be provided by the bridge manufacturer, placed a minimum of 42" above the bridge deck. Rail shall be weather -treated for durability. FHU Reference No. 05-138 47 Mason Trail - Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -4- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT Vertical picket rails shall be provided along the full length of each side of the bridge by the manufacturer to a minimum height of 3'-6" above the deck surface and shall be spaced so as to prevent a 4" sphere from passing through the truss. Pickets may be placed on the inside, middle, or outside plane of the truss elements at the bridge fabricator's option. The top of the vertical pickets shall have a continuous cap angle or some other means to prevent bridge users from cutting or scraping their hands. The picket safety system shall be designed for an infill loading of 200 pounds, applied horizontally at right angles, to a one square foot area at any point in the system. Continuous toe plates shall be provided by the manufacturer for the length of the bridge. The picket rails and toe plates shall be placed so that no gaps greater than 4 inches vertically or horizontally exist between the finished bridge deck and the top truss elements for the entire bridge length. The design and shop drawings for the pedestrian bridge shall show the concrete deck and reinforcing required. The concrete and reinforcing steel shall conform to Sections 601 and 602, respectively. CDOT Class D (fc = 4500 psi, minimum) concrete shall be used in the design. The Contractor shall submit six sets of Design Calculations and Shop Fabrication Details (Shop Drawings) for the pedestrian bridge. This submittal shall be in accordance with Subsection 105.02. The Design Calculations and Shop Drawings shall contain the endorsement seal of the Professional Engineer registered in the State of Colorado responsible for the design. 628.04 Shop Fabrication. Welding and fabrication of weathering steel pedestrian bridges shall conform to the requirements of the Structural Welding Code -Steel ANSI/AWS D1.1 (Latest Edition) as amended by the following: As required in Subsection 4.7.3, a welding procedure shall be established by qualification in accordance with the requirements of Subsection 3.3 for the ASTM A 847 material used on the bridge. The results of the Procedure Qualification shall be recorded on Form E-1 page in Annex E of AWS D1.1. 2. The Contractor shall submit a Quality Control Plan. The Plan shall include personnel qualifications, certifications, and a Written Practice in accordance with ASNT SNT-TC-1A. 3. The quality of all welds shall be in accordance with Section 6, Table 6.1. In Table 6.1, Undercut 7(B), the criteria for primary members shall apply to the bottom chord members. FHU Reference No. 05-138 48 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -5- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT 4. All Complete Joint Penetration Groove Welds in butt joints in the bottom chord members shall be 100% Magnetic Particle tested in accordance with ASTM E709. Acceptance shall be determined in accordance with Section 6.10 and Table 6.1, using Alternating Current. In addition, complete joint penetration groove butt welds welded from one side without backing of bottom chord members shall be examined by ultrasonic testing in accordance with Section 6.11.1. 5. Magnetic Particle Testing shall be performed 100% on all attachment welds to the bottom chord, using Alternating Current, in accordance with Section 6.10 and Table 6.1. 6. All Procedure Qualification Records and Welder Qualification Test Records shall be current within three years of the date of beginning fabrication. 7. A copy of all Procedure Qualification Records, Welder Qualification Test Records, Quality Control Plan and all visual and nondestructive test reports shall be provided to: a. The Engineer. b. Staff Bridge Branch Fabrication Inspection Unit 4201 E. Arkansas Ave., Room 330 Denver, Colorado 80222. All weathering steel shall be blast cleaned, Steel Structures Painting Council Surface Preparation No. 6 (SSPC-SP6, Commercial Blast Cleaning), to remove mill scale and foreign material which would prohibit rusting to a uniform color. 628.05 Field Construction. The substructure shall be constructed in accordance with the details shown in the plans and the pedestrian bridge shop drawings. The pedestrian bridge supplier shall include in the shop drawings for the pedestrian bridge the anchor bolt requirements (including number of bolts required, size, spacing and location) needed to properly construct the substructure to accommodate the proper erection of the structure being provided. The Engineer shall be provided with two copies of detail sheets delineating these requirements before work begins. METHOD OF MEASUREMENT 628.06 Pedestrian bridge will be measured by the Bridge Girder and Deck Unit installed and accepted. FHU Reference No. 05-138 49 Mason Trail — Spring Creek to Prospect Project Special Provisions BASIS OF PAYMENT June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -6- REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT 628.07 The accepted quantity shall be paid for at the contract unit price for the pay unit listed below. Payment will be made under: PAY ITEM PAY UNIT Bridge Girder and Deck Unit (120'-4") Each Payment shall be full compensation for all materials and labor necessary to complete the item, which shall include the design, fabrication, transportation to the project site, bridge superstructure erection, and installation of the concrete deck. The substructure shall be measured and paid for separately, except for the cost of the anchor bolts which shall be included in Item 628. Payment will not be made for this item until all required reports, certifications, and forms have been submitted to the Engineer. FHU Reference No. 05-138 50 Mason Trail — Spring Creek to Prospect Project Special Provisions REVISION OF SECTION 630 TRAFFIC CONTROL PLAN June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630 shall include the following: The contractor shall submit a Construction Traffic Control Plan (TCP) prior to any construction activities within or affecting traffic within the public rights -of -way. The traffic control plan shall identify the anticipated type and location of the traffic control devices, the time of the traffic control supervision, and the anticipated need for flagging. The Contractor shall be responsible for providing all traffic control devices for the duration of the project required by the construction activities or as directed by the Engineer. The Contractor shall modify the traffic control, including adding additional devices during construction as necessary or as directed. All traffic control devices no longer required shall be removed from the site. The components of the TCP for this project are included in the following: • The City of Fort Collins Work Area Traffic Control Handbook, the Manual of Uniform Traffic Control Devices (U.S. Department of Transportation), or applicable statutory requirements of authority having jurisdiction. The City of Fort Collins Handbook takes precedence over the Manual of Uniform Traffic Control Devices • Section 630 of the specifications • Revisions of Sections 100, 104, and 108 of these Project Specifications • Standard Plans S-630-1, S-630-2, and S-630-3 • Permanent Traffic Signal Plans • Permanent Signing and Striping Plans Special Traffic Control Plan requirements for this project are as follows: A. The Contractor shall submit his own detailed Traffic Control Plan for the work for approval by the Engineer. The submittal shall be made at least two weeks before implementation of any element of the plan. Adjustments to the approved plan may be required by the Engineer based on actual traffic operations. B. To implement the TCP, the Contractor shall develop and submit with the TCP a Method for Handling Traffic (MHT) for each different phase of the construction as outlined in Subsection 630.09. C. The Contractor shall maintain pedestrian and bicycle movements through the project site. The Traffic Control Plan shall address the method of handling these movements. D. The Contractor shall at all times, provide for emergency vehicle access into and through the construction site. E. The Contractor shall keep areas free of excavated material, construction equipment, pipe, and other materials and equipment. F. The Contractor shall keep fire hydrants and water control valves free from obstructions and available for use at all times. FHU Reference No. 05-138 51 Mason Trail — Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -2- REVISION OF SECTION 630 TRAFFIC CONTROL PLAN G. The Contractor shall conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. H. The Contractor shall provide and maintain continual access for businesses and residences. I. Road Usage Between Operations — At all times when work is not actually in progress, the Contractor shall make passable and shall open to traffic such portions of the project and temporary roadways or portions thereof as may be agreed upon between the Contractor, the City of Fort Collins, and all other authorities having jurisdiction over any properties involved. J. The Contractor shall not have any construction equipment or materials in the lanes open to traffic at any time, unless directed. K. The Contractor shall coordinate all Traffic Control activities with the City of Fort Collins Traffic Engineering and Electric Departments to assure that all work activities by those departments are coordinated with the Contractor's activities. At least 48 hours in advance notice is required. The preferred method of hauling fill material for the trail from the borrow pit to the trail is by usage of Bay Farm Road. For areas to the south of Spring Creek, the Contractor shall use Bay Farm Road and the trail easements identified in the right-of-way plans. The Spring Creek Trail and Bay Farm Road shall be kept open for use at all times. The Contractor shall furnish traffic control for movement of vehicles across the Spring Creek Trail and Bay Farm Road and shall protect the trail and road users at all times. For areas to the north of Spring Creek, the Contractor shall use Bay Farm Road and Prospect Road to access the trail easements identified in the right-of-way plans. The Contractor shall furnish traffic control for movements to/from Prospect Road as necessary, including any temporary construction access. Traffic control for hauling of material from the borrow pit to the trail shall be submitted to the City of Fort Collins Engineer for approval before beginning the hauling of materials. Subsection 630.14 of the Standard Specifications is hereby deleted for this project and replaced with the following: Traffic control devices and other traffic control operations, including flagging, management, and inspection, will not be measured separately, but to be included in Item 630 — Traffic Control (Lump Sum). Subsection 630.15 of the Standard Specifications is hereby deleted for this project and replaced with the following: All payment for Traffic Control, including preparation of the TCP and MHT; providing, installing, relocating, and removal of all construction traffic control devices; traffic control management and inspection; and flagging for automobile traffic and pedestrians to be included in Item 630 — Traffic Control (Lump Sum). Subsection 630.15 shall include the following: PAY ITEM PAY UNIT Traffic Control Lump Sum FHU Reference No. 05-138 52 Mason Trail— Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 UTILITIES The following Utilities are known to be within the project limits: Utility/Agency Contact Phone Sanitary Sewer - City of Fort Collins Roger Buffington (970) 221-6854 Water — City of Fort Collins Roger Buffington (970) 221-6854 Storm Water — City of Fort Collins Glen Schlueter (970) 224-6065 Electric — City of Fort Collins Doug Martine (970) 224-6152 Forester — City of Fort Collins Ralph Zentz (970) 221-6302 Lighting — City of Fort Collins Doug Martine (970) 224-6152 Gas — Xcel Energy Randy Blank (970) 225-7847 Telephone — Qwest Bill Johnson (970) 377-6401 Cable TV — Comcast Dennis Greenwalt (970) 484-7166 Railroad — Burlington Northern and Santa Fe Scott Peterson (307) 432-7346 Sanitary Sewer/Water — Fort Collins/Loveland Terry Farrill (970) 226-3104 Water District; South Fort Collins Sanitation District The work described in these plans and specifications will require full coordination between the Contractor and the Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the utility work can be completed with minimum delays to all parties concerned. The following utility work shall be performed by the Contractor: The Contractor shall be responsible for coordinating the adjustment of all utilities on this project and scheduling the work to coincide with construction activities. The Contractor shall keep each utility company advised of any work being done to their facilities by the contractor's forces, so that each utility company can coordinate their inspections for final acceptance with the Engineer. Provide written notice to each utility company, with a copy to the Engineer, prior to any work by a utility company that is to be coordinated with project construction. A minimum of three (3) calendar weeks of prior notice is required. If needed, or as directed by the Engineer, the Contractor shall provide traffic control for any utility work to be coordinated with the project's construction, in accordance with an approved Method of Handling Traffic (MHT). Payment to be made via contract bid item(s). FHU Reference No. 05-138 53 Mason Trail - Spring Creek to Prospect June, 2009 Project Special Provisions CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 -2- UTILITIES The Contractor shall coordinate with the City of Fort Collins Electric regarding the installation of pedestrian lighting and the City of Fort Collins Traffic Department regarding the installation of traffic signal equipment, and signing and striping. The following utility work shall be performed by the Utility Company or their agents: The City of Fort Collins Electric - Provide street lights and power sources for pedestrian lighting and new traffic signal. Reset or remove City -owned electrical poles in conflict with the trail system. General The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements"), when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least three (3) business days prior to commencing such operations. Contact the Utility Notification Center of Colorado (UNCC) to have locations of UNCC-registered lines marked by member companies. Call 1-800-922-1987 for locate requests outside the Denver Metro area. All other underground facilities shall be located by contacting the respective company. Utility service laterals shall also be located prior to beginning excavation or grading. The location of utility facilities, as shown on the plans and profile sheets and described herein, were obtained from the best available information. All costs incidental to the foregoing requirements will not be paid for separately, but shall be included in the work. FHU Reference No. 05-138 54 Mason Trail — Spring Creek to Prospect Project Special Provisions FORCE ACCOUNT ITEMS June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 This special provision contains the estimate for force account items included in the Contract. The estimated amounts marked with an asterisk will be added to the total bid to determine the amount of the performance and payment bonds. Force Account work shall be performed as directed by the Engineer. Basis of Payment Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all work necessary to complete the item. Force account work valued at $5,000 or less, that must be performed by a licensed journeyman in order to comply with federal, state, or local codes, may be paid for after receipt of an itemized statement endorsed by the Contractor. Estimated Force Account Item Quantity Amount F/A 01 Minor Contract Revisions F.A. $ 50,000* F/A 02 Fuel Cost Adjustment F.A. $ 1,000 F/A 03 On -the -Job Trainee Hours $ 0 F/A 04 OJT Colorado Training Program F.A. $ 300 F/A 05 Erosion Control F.A. $ 5,000 F/A 06 Railroad Flagging F.A. $ 5,600 F/A 07 Landscaping F.A. $ 1,000 F/A 08 Environmental, Health & Safety Management F.A. $ 10,000 F/A 01 Minor Contract Revisions payments are for contract adjustments authorized through contract modification orders. F/A 02 Fuel Cost Adjustment is for any unforeseen increases or decreases in the prices of gasoline and diesel fuels from those in effect during the month in which bids were received for the Contract. F/A 03 On -the -Job Trainee payment is made for on-the-job trainee used on this project. F/A 04 OJT Colorado Training Program payment is made for cost of maintaining on-the-job training program in compliance with the provisions of On -the Job Training in the Standard Special Provisions. F/A 05 Erosion Control payment is for any unforeseen storm water issues that require erosion control but not included in the 208 items listed in the Summary of Approximate Quantities. The work shall be approved by the Engineer prior to purchasing and placing any erosion control items. If justification is not proven before implementation, payment will not be made. FHU Reference No. 05-138 55 10o Qm 11100m Map cleated with TOPO!® 02m1 National GeDpgDMC (wwwsiatiomlgeogmpNc.c USGS 7.5 MinuteiFort'Collins, Colorado Topographic Quadrangle Series 1965 Revised 1994 -' 05-1-425 Kumar & Associates TOPOGRAPHIC MAP I Fig. 1 Mason Trail - Spring Creek to Prospect Project Special Provisions -2- FORCE ACCOUNT ITEMS June, 2009 CDOT Project No. AQC M455-090 CDOT Subaccount No. 16584 F/A 06 Railroad Flagging payment is for flagging provided by the Burlington Northern & Santa Fe Railroad Company. Estimate is for 56 hours of flagging. F/A 07 Landscaping payment is for sod replacement, irrigation line repairs and other landscape restoration that may be necessary to return damaged areas/equipment to pre -construction condition. F/A 08 Environmental Health & Safety Management payments are for encountering contaminated soil during trail construction near the former gas station (221 W. Prospect Road). FHU Reference No. 05-138 56 STANDARD SPECIAL PROVISIONS Mason Bike/Pedestrian Trail Spring Creek to Prospect Road Bid No. 7048 City of F6rt Collins November 30, 2006 REVISION OF SECTION 101 FALSEWORK, FORMWORK AND SHORING Section 101 of the Standard Specifications is hereby revised for this project as follows: Add subsection 101.89 as follows: 101.89 Falsework. Falsework is temporary construction used to support structural elements of concrete, steel, masonry or other materials during their construction or erection until they become self-supporting. Falsework may also be used to provide temporary support to elements of a structure during demolition or reconstruction. Add subsection 101.90 as follows: 101.90 Formwork. Formwork is the temporary structure or mold used to retain plastic or fluid concrete in its designated shape until it hardens. Add subsection 101.91 as follows: 101.91 Shoring. Shoring is temporary construction that is used to support the earth adjacent to excavation or embankment. December 23, 2008 1 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL Sections 101, 107, and 208 of the Standard Specifications are hereby revised for this project as follows: Add subsections 101.92 and 101.93 which shall include the following: 101.92 Stormwater Management Plan (SWMP). The Stormwater Management Plan comprises those contract documents containing the requirements necessary to protect and identify sensitive environments (state waters, wetlands, habitat and existing vegetation), minimize the amount of disturbed soil, control and minimize erosion and sedimentation during and after project construction, minimize runoff from offsite areas from flowing across the site, slow down the runoff, and reduce pollutants in stormwater runoff. 101.93 Best Management Practices (BMPs) for Stormwater Pollution Prevention. BMPs prevent or reduce the pollutants in stormwater discharges from the construction site. Delete subsection 107.25(b)5., and replace it with the following: 5. At least ten days prior to the beginning of construction the Erosion Control Supervisor (ECS), identified in subsection 208.03(c), shall identify and describe all potential pollutant sources, including materials and activities, and evaluate them for the potential to contribute pollutants to stormwater discharges associated with construction activities. At a minimum each of the following shall be evaluated for the potential for contributing pollutants to stormwater discharges and identified in the SWMP, if found to have such potential: all exposed and stored soils; vehicle tracking of sediments; management of contaminated soils; vehicle and equipment maintenance and fueling; outdoor storage activities (building materials, fertilizers, chemicals, etc.); significant dust or particle generating processes; routine maintenance involving fertilizers, pesticides, detergents, fuels, solvents, oils, etc.; on -site waste management practices (waste piles, dumpsters, etc.); dedicated asphalt and concrete batch plants; concrete truck/equipment washing, including the concrete truck chute and associated fixtures and equipment; non -industrial waste sources that may be significant, such as worker trash and portable toilets; loading and unloading operations; and other areas or procedures where potential spills can occur. The ECS shall record the location of potential pollutants on the site map. Descriptions of the potential pollutants shall be added to the SWMP notebook. The Contractor shall provide a Spill Prevention, Control, and Countermeasure Plan (SPCC) for any petroleum product, chemicals, solvents, or other hazardous materials in use, or in storage, at the work site. Work shall not be started until the plan has been submitted to and approved by the Engineer. Subsection 107.25(b) shall include the following: 21. The Contractor shall certify in writing that construction equipment has been cleaned prior to site arrival. Vehicles shall be free of soil and debris capable of transporting noxious weed seeds or roots onto the site. Vehicle cleaning may occur on site, in approved areas, where wash water can be properly contained. 22. At the end of each day the Contractor shall collect all trash and dispose of it in appropriate containers. Containers shall be emptied as needed. Subsection 208.01, second paragraph, shall include the following: When a provision of Section 208 or an order by the Engineer requires that an action be immediate or taken immediately, it shall be understood that the Contractor shall at once begin effecting completion of the action and pursue it to completion in a manner acceptable to the Engineer, and in accordance with the Colorado Discharge Permit System (CDPS) Stormwater Construction Permit (SCP) requirements. December 23, 2008 2 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL Subsection 208.02(k) shall include the following: When approved by the Engineer a fabricated concrete washout structure may be used. Fabricated concrete washouts are pre -manufactured watertight containers designed to contain liquid and solid waste from concrete washout. Above ground systems designed for washout and hauling may also be used. After use the structure must be removed from the project site and disposed of at the Contractor's expense. Insubstantial structures, such as children's wading pools or swimming pools are not acceptable, and will be rejected by the Engineer. Subsection 208.03 shall include the following: Prior to construction, an on -site environmental preconstruction conference shall be held. The conference shall be attended by the Engineer, the Superintendent, the Contractor's ECS, subcontractors beginning work on the project that could adversely affect water quality ,the Region Water Pollution Control Manager, other CDOT Region Environmental personnel, a CDOT hydraulics engineer as needed, and the CDOT Landscape Architect or CDOT personnel who prepared or reviewed the SWMP. At this conference, the attendees shall discuss the stormwater management plan, CDPS-SCP, sensitive habitats on site, wetlands, and other vegetation to be protected. Prior to construction the Contractor shall implement erosion control measures in accordance with the approved schedule. Prior to the initiation of construction activities the Engineer, the Region Water Pollution Control Manager, ECS and the Superintendent shall inspect the project to determine whether the BMPs described in the schedule and the site -specific SWMP are installed and located correctly. Notice shall be given to all participants at least 3 working days in advance. Prior to construction the Contractor shall evaluate the project site for water draining into or through it. If such drainage is identified, if possible BMPs shall be used to prevent stormwater from running on -site and becoming contaminated with sediment or other pollutants via a temporary pipe or other conveyance to prevent water contamination. Run-on water that cannot be diverted shall be treated as construction runoff and adequate BMPs shall be employed. The ECS shall evaluate any non-stormwater coming onto the site, such as springs, seeps, and landscape irrigation return flow. If such flow is identified, BMPs shall be used to protect off -site water from running on -site and becoming contaminated with sediment or other pollutants. The ECS shall review existing inlets and culverts to determine if inlet protection is needed due to water flow patterns. Prior to construction commencing, inlets and culverts needing protection shall be protected and the location of the implemented BMP added to the SWMP site map. When additional BMPs are required, the Contractor shall implement the additional BMPs and the ECS shall record and describe them on the SWMP site map. Additional BMPs will be measured and paid for in accordance with subsections 208.07 and 208.08. Subsection 208.03(b) shall include the following: If necessary, the ECS shall update proposed sequencing of major activities in the SWMP. Subsection 208.03(c), first paragraph, shall include the following: The ECS shall act as the Stormwater Management Plan (SWMP) Administrator on the project. The SWMP Administrator shall be responsible for oversight of the implementation, maintenance, and revision of the SWMP for the duration of the project. The ECS shall read, be familiar with, and use the information provided in CDOT's Erosion Control and Stormwater Quality Guide and the CDPS-SCP. December 23, 2008 3 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL Delete subsection 208.03(c), item (4) and replace with the following: (4) Inspect and record with the Superintendent and the Engineer the stormwater management system at least every 14 calendar days. Post storm event inspections shall be conducted within 24 hours after the end of any precipitation or snow melt event that may cause surface erosion. If no construction activities will occur following a storm event, post -storm event inspections shall be conducted prior to commencing construction activities, but no later than 72 hours following the storm event. The occurrence of any such delayed inspection must be documented in the inspection report. Recorded inspections still must be conducted at least every 14 calendar days. CDOT Form 1176 shall be used for all 14 day inspections. The project is subject to inspections by CDPHE, US Army Corps of Engineers (USACE), Environmental Protection Agency (EPA) and CDOT at any time. If CDPHE reviews the project site and requires additional measures to prevent and control erosion, sediment, or pollutants, the Contractor shall cease and desist activities resulting in pollutant discharge and immediately implement these measures. Subsection 208.03(c), second paragraph shall include the following: (8) During construction the ECS shall update and record the following items on the site map as changes occur: (i) Construction boundaries (ii) Areas of disturbance, as they occur (iii) Areas used for storage of construction materials, equipment, soils, or wastes (iv) Location of any dedicated asphalt or concrete batch plants (v) Location of work access routes during construction (vi) Location of borrow and waste (vii) Location of temporary and/or permanent stabilization (9) The ECS shall amend the SWMP whenever there are: additions, deletions, or changing locations of BMPs. SWMP revisions shall be recorded immediately. Items shall be dated and signed at time of occurrence. Specifically, amendments shall include the following: (i) A change in design, construction, operation, or maintenance of the site which would require the implementation of new or revised BMPs; or (ii) Changes when the SWMP proves to be ineffective in achieving the general objectives of controlling pollutants in stormwater discharges associated with construction activity. (iii) Changes when BMPs are no longer necessary and are removed. (10) All inspection and maintenance activities or other repairs shall be documented by the ECS and kept on the project site. (11) The ECS shall modify the site map with arrows to indicate direction of water flowing across the project site. (12) When adding new BMPs to the SWMP the ECS shall add a narrative explaining what, when, where, why, and how the BMP is being used, a description of BMP application, and a detail to the SWMP notebook. (13) If using existing topography, vegetation, etc. as a BMP it shall be labeled as such on the SWMP site map; the ECS shall add a narrative as to why and how the BMP is being used to the SWMP site map. (14) The ECS shall cross out all BMPs that do not apply or highlight those details and notes on the Department's Standard Plans and SWMP that apply to the project. The ECS shall write an explanation as to why the detail has been removed or what is being used instead as a BMP ("not applicable" is not an acceptable ,explanation). (15) The ECS shall develop, record on the SWMP, and implement a plan for saw cutting containment to be approved by the Engineer. (16) The ECS shall keep accurate and complete records; enforcement action, including fines could result if records are not adequate. December 23, 2008 4 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL (17) The ECS or the Superintendent shall conduct an inspection on each day in which active construction has occurred. At this inspection the entire site shall be reviewed to determine whether construction is being conducted in accordance with the project's site -specific SWMP and the CDPS-SCP. The ECS or Superintendent shall observe, record, and determine the effectiveness of all BMPs. Inspections shall be recorded on the Daily Stormwater Log and kept in the project SWMP notebook. Completed 1176 reports shall be kept in the SWMP notebook. Spills, leaks or overflows that result in the discharge of pollutants shall be documented and maintained by the ECS. The ECS shall record the time and date, weather conditions, reasons for spill, etc. Some spills may need to be reported to the Water Quality Control Division immediately. The Permittee shall report to CDPHE Water Quality Division the following instances of noncompliance: (1) Noncompliance, which may endanger health or the environment; (2) Spills or discharge of hazardous substance or oil, which may cause pollution of the waters of the state; (3) Discharge of stormwater, which may cause an exceedance of a water quality standard. For all instances of noncompliance based on environmental hazards and chemical spills and releases, all needed information shall be provided orally to the Colorado Department of Public Health and Environmental spill reporting line within 24 hours from the time the permittee becomes aware of the circumstance. For all instances of noncompliance identified here, a written submission shall also be provided within five calendar days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of: (1) The noncompliance and its cause; (2) The period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; (3) Steps taken or planned to reduce, eliminate, and prevent recurrence of the noncompliance. After measures to correct any problems have been taken and recorded, or where a report does not identify incidents of noncompliance, the report shall be signed indicating the site is in compliance. Add subsection 208.03(d) which shall include the following: (d) Documentation Available on the Project. The following Contract documents and references will be made available for reference at the CDOT field office during construction. 1. SWMP Notebook. The Engineer will provide a SWMP Notebook, which is and shall remain the property of CDOT, in which the following Contract documents and reports shall be kept by the ECS: (1) SWMP Plan Sheets (2) SWMP site map and project plan title sheet (3) Copies of subsection 107.25 and sections 207, 208, 212, 213, and 216 of the Standard Specifications, and the standard and project special provisions that modify them (4) Standard Plan M-208-1 (5) Details of BMPs used on the project not covered in Standard Plan M-208-1 (6) Narratives related to BMPs used on the project not covered on the SWMP plans or site maps (7) Calendar for marking when the regular 14 day inspections take place and when the storm event inspections take place (8) All project environmental permits and associated applications, including, CDPS-SCP, Senate Bill 40, USACE 404, Dewatering, and all other permits applicable to the project, including any CDPS- SCP obtained by the Contractor (9) List of potential pollutants as described in subsection 107.25 (10) Spill Prevention, Control and Countermeasure Plan (11) Form 1176 Inspection reports and RECAT reports (12) Form 105s relating to water quality December 23, 2008 5 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL (13) Description of inspection and maintenance methods implemented at the site to maintain all erosion and sediment control practices identified in the SWMP (14) Schedule for accomplishing temporary and permanent erosion control work in accordance with subsection 208.03(b). (15) Erosion Control Supervisor's certification. (16) Environmental Preconstruction Conference agenda with a certification of understanding of the terms and conditions of the CDPS-SCP and SWMP. The certification shall be signed by all attendees. A certification shall also be signed by all attendees of meetings held for new subcontractors beginning work on the project that could adversely affect water quality after the Environmental Preconstruction Conference has been held. (17) Daily Stormwater Log. (18) Monthly audit reports provided by the Region Water Pollution Control Manager. (19) Project photographs documenting existing vegetation prior to construction commencing. The Engineer will incorporate the documents and reports available at the time of award. The Contractor shall provide and insert all other documents and reports as they become available during construction. 2. Reference Materials (1) CDOT Erosion Control and Stormwater Quality Guide (2) CDOT Erosion Control and Stormwater Quality Field Guide (3) Copy of biological opinion, if applicable Add subsection 208.03(e) which shall include the following: (e) Weekly Meetings: The Engineer, Superintendent and the ECS shall conduct a weekly meeting with all persons involved in construction activities that could adversely affect water quality. At this meeting requirements of the SWMP, CDPS-SCP, problems that may have arisen in implementing the site specific SWMP or maintaining BMPs and any unresolved issues from the daily stormwater log shall be discussed. If a subcontractor begins work at the site that could adversely affect water quality after the Environmental Preconstruction Conference has occurred, the Engineer and Superintendent shall brief that subcontractor on the site's SWMP and the CDPS-SCP requirements at that subcontractor's first weekly meeting before the subcontractor begins work at the site. Subsection 208.04 shall include the following: The ECS shall modify the SWMP to clearly describe and locate all BMPs implemented at the site to control potential sediment discharges from vehicle tracking. Stabilized construction entrances shall be used at all vehicle and equipment exit and entrance points to the site to prevent sediment exiting the project site onto paved public roads. Access shall be provided only at a stabilized construction entrance. The ECS shall record required stabilized construction entrances on the SWMP site map. Perimeter control shall be established as the first BMP to be implemented on the SWMP. Perimeter control shall be approved by the Engineer prior to installation. The ECS shall describe and record perimeter control on SWMP. Newly constructed inlets and culverts shall be protected throughout construction and immediately upon completion. When riprap is called for at the outlet of a culvert, it shall be installed within 24 hours upon completion of each pipe. The Contractor shall remove sediment, millings, debris and other pollutants from within the project drainage system, prior to use, at no additional cost to the project. In subsection 208.04(d), first paragraph, delete the second sentence and replace with the following: When required by the plans, a soil retention blanket shall be used in combination with the final seed and mulch December 23, 2008 6 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL In subsection 208.04(d), first paragraph, delete the third sentence and replace with the following: Temporary stabilization is defined as the covering of disturbed areas with seed, mulch with a tackifier, soil roughening, soil binder, or a combination thereof. In subsection 208.04(d), after the first paragraph, add the following: During the summer and winter when seeding is not allowed, temporary stabilization shall be placed. Temporary stabilization shall consist of: surface roughening via scarifying surface to 2-4 inches variation of surface or vertical tracking, 1.5 tons of certified weed free forage hay or straw mulching per acre mechanically crimped into the soil in combination with an organic mulch tackifier, soil binder, cellulose fiber mulch with tackifier, or a combination thereof as approved. Surface roughening shall not be used alone. In subsection 208.04(d), second paragraph, delete the fourth sentence and replace with the following: If approved by the Engineer, slopes from the edge of pavement to the point of slope selection may be left unseeded until paving has been completed but shall be temporarily stabilized as approved by Engineer. In subsection 208.04(d), third paragraph, delete the second and third sentences and replace with the following: Areas shall be permanently stabilized within 48 hours after completion. Disturbed areas where work is temporarily halted shall be temporarily stabilized immediately after the activity ceased. Temporary stabilization shall consist of: surface roughening via scarifying surface to 2-4 inches variation of surface or vertical tracking, 1.5 tons of certified weed free forage hay or straw mulching per acre, mechanically crimped into the soil in combination with an organic mulch tackifier, soil binder, cellulose fiber mulch with tackifier, or a combination thereof, as approved. In subsection 208.04(e) delete the first paragraph and replace with the following: Erosion and sediment control practices and other protective measures identified in the SWMP as BMPs for Stormwater Pollution Prevention shall be maintained in effective operating condition. BMPs shall be continuously maintained in accordance with good engineering, hydraulic and pollution control practices, including removal of collected sediment when silt depth is 50 percent or more of the height of the erosion control device. Removal and disposal of sediment shall be in accordance with 208.04(f). Where necessary, the Contractor shall use appropriate size equipment with operator to remove the sediment. The Contractor shall obtain the Engineer's approval of proposed equipment and methods for removal and disposal of sediment prior to performing the work. Maintenance of Erosion and Sediment Control devices shall include replacement of such devices upon the end of their useful service life as recommended by the ECS or the Engineer, and approved by the Engineer. Maintenance of Rock Check Dams, and Stabilized Construction Entrances shall be limited to removal and disposal of sediment. Devices damaged due to the Contractor's negligence shall be replaced at Contractor's expense. Complete site assessment shall be performed as part of comprehensive inspection and maintenance procedures, to assess the adequacy of BMPs at the site and the necessity of changes to those BMPs to ensure continued effective performance. Where site assessment results in the determination that new or replacement BMPs are necessary, the BMPs shall be installed to ensure continuous implementation. When identified, BMPs shall be added, modified or replaced as soon as possible, immediately in most cases. Where BMPs have failed, resulting in noncompliance, they shall be repaired or replaced as soon as possible, immediately in most cases, to minimize the discharge of pollutants. The ECS shall update the SWMP Notebook by describing and recording new and replacement BMPs. New or replacement BMPs will be measured and paid for in accordance with subsections 208.07 and 208.08. December 23, 2008 7 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL Subsection 208.04(f) shall include the following: Whenever sediment is transported onto the highway, the road shall be cleaned. Street washing will not be allowed. Storm drain inlet protection shall be in place prior to shoveling, sweeping, or vacuuming. Sweeping shall be completed with a pickup broom or equipment capable of collecting sediment. Street washing and kick brooms shall not be used. Street cleaning will not be paid for separately, but shall be included in the work. Add subsection 208.04(g) which shall include the following: Material from saw cutting operations shall be cleaned from the roadway surface as soon as possible, immediately in most cases, after operations. Particles shall be picked up with a pick up broom or vacuum. Sweeping and street washing will not be allowed. Street cleaning will not be paid for separately, but shall be included in the work. Subsection 208.05 (j) shall include the following: The Contractor shall protect all storm drain facilities adjacent to locations where pavement cutting operations involving wheel cutting, saw cutting, sand blasting, or abrasive water jet blasting are to take place. In subsection 208.05(I) delete the first sentence and replace with the following: The Contractor shall maintain the erosion logs during construction to prevent sediment from passing over or under the logs or from sediment accumulation greater than 50 percent of the original exposed height of each erosion log. Subsection 208.05(n) shall include the following: Washout areas shall be checked by the ECS and maintained as required. On site permanent disposal of concrete washout waste is not allowed. In subsection 208.05(n), first paragraph, delete the second sentence and replace with the following: At least ten days prior to start of concrete operations, the Contractor shall submit in writing a method statement outlining the design, site location, and installation of a concrete structure that will contain washout from concrete placement operations. Subsection 208.05(n) shall include the following: (11) The use of earthen, in ground concrete washout sites shall be less than one year. In subsection 208.05(n) delete the last paragraph and replace it with the following: All liquid and solid wastes, including contaminated sediment and soils generated from concrete washout shall be hauled away from the site. Removal shall be included in the price of the concrete washout structure. Subsection 208.05 shall include the following: (q) Detention Pond. Permanent detention ponds shown in the construction plans may be used as temporary BMPs if: (1) the pond is designated as a construction BMP in the SWMP, (2) the pond is designed and implemented for use as a BMP during construction in accordance with good engineering, hydrologic, and pollution control practices, and (3) the pond is inspected and maintained (4) All silt shall be removed and the pond returned to the design grade and contour prior to project acceptance. 00 0 1000 FEET 0 Map created with TOPO!0 @2001 l+Tatiarml Ge0gra wl 1 05-1-425 1 Kumar & Associates I SITE OBSERVATIONS 1 Fig. 2 1 December 23, 2008 8 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL Add subsections 208.051 through 208.055 immediately following subsection 208.05 which shall include the following: 208.051 Materials Handling and Spill Prevention. The ECS shall clearly describe and record on the SWMP, all practices implemented at the site to minimize impacts from procedures or significant material that could contribute pollutants to runoff. Areas or procedures where potential spills can occur shall have spill procedures and responses specified in subsection 107.25. (a) Bulk storage structures for petroleum products and any other chemicals shall have secondary containment or equivalent adequate protection so as to contain all spills and prevent any spilled material from entering state waters. If secondary containment is used and results in accumulation of stormwater within the containment, a plan shall be implemented to properly manage and dispose of accumulated stormwater. (b) The Contractor shall inspect equipment, vehicles, and repair areas to ensure petroleum, oils, and lubricants (POL) are not leaking onto the soil or pavement. Absorbent material or containers approved by the Engineer shall be used to prevent leaking POL from reaching the soil or pavement. The Contractor shall have onsite approved absorbent material or containers of sufficient capacity to contain any POL leak that can reasonably be foreseen. All materials resulting from POL leakage control and cleanup shall become the property of the Contractor and shall be removed from the site. The cost for control, cleanup and removal of by-products resulting from POL leaks will not be paid for separately, but shall be included in the work. (c) Spill Prevention, Control and Countermeasure Plan shall be developed and implemented to establish operating procedures and the necessary employee training to minimize the accidental releases of pollutants that can contaminate stormwater runoff. The Spill Prevention, Control, and Countermeasure Plan shall contain the following information: (1) Identification of the spill cleanup coordinators (2) Location of cleanup kits (3) Quantities of chemicals and locations stored on site. (4) Label system for chemicals and Materials Safety Data Sheets (MSDS) for products (5) Notification and clean up procedures to be implemented in the event of a spill for spills which do not enter state waters or are under reporting limits of the chemical of concern (diesel fuel, hydraulic fluid, motor oil, used hydraulic fluid and motor oil, tack oil). (6) Significant spill procedures for spills of any size that enter state waters or have the potential to do so. CDOT's Erosion Control and Stormwater Quality Guide (current edition) contains Spill notification contacts and phone numbers required in the SPCC. Subsection 208.052 Stockpile Management. Material stockpiles shall be located away from sensitive areas and shall be confined so that no potential pollutants will enter state waters or conveyances to state waters (e.g., ditches). Locations shall be approved by the Engineer. Erodible stockpiles (including topsoil) shall be contained with acceptable BMPs at the toe (or just beyond toe) throughout construction. BMPs shall be approved by the Engineer. The ECS shall describe, detail, and record the sediment control devices on the SWMP. There shall be no stockpiling or side casting of waste materials including but not limited to paint chips, asphalt, and concrete that result from project activities within 50 horizontal feet of the ordinary high water line of any state waters. 208.053 Grading and Slope Stabilization. The Contractor shall limit construction activities to those areas within the limits of disturbance to toe of slope and top of cut and as otherwise shown on the plans and cross -sections. Construction activities, in addition to the Contract work, shall include the on -site parking of vehicles or equipment, on -site staging, on -site batch plants, haul roads. or work access, and any other action which would disturb existing conditions. Off road staging areas must be pre -approved by the Engineer, unless otherwise designated in the Contract. Disturbances beyond these limits shall be restored to the original condition by the Contractor at the December 23, 2008 9 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL Contractor's expense. The ECS shall tabulate additional disturbances not identified in the SWMP or documented in the permit and indicate locations and quantities on the SWMP and report to the Engineer. The Contractor shall pursue and stabilize all disturbances to completion. The Contractor shall provide a stabilization schedule showing dates when areas are to be completed and stabilized. The Contractor shall maintain revisions to the schedule and obtain approval for schedule changes in accordance with subsection 108.03. 208.054 Surface Roughening and Vehicle Tracking. Disturbed surfaces shall be left in a roughened condition at the end of each shift by equipment vertical tracking, scarifying, or disking the surface on contour to create a 2 to 4 inch minimum variation in soil surface. Deep sands or soils that are primarily rock need not be roughened. Surface roughening will not be paid for separately, but shall be included in the work. Subsection 208.06 shall include the following: Failure to implement the Stormwater Management Plan puts the project in \automatic violation of the CDPS — SCP and CDOT specifications. Penalties may be assessed to the Contractor by the appropriate agencies. All fines assessed to the Department for the Contractor's failure to implement the SWMP shall be deducted from moneys due the Contractor in accordance with subsection 107.25(c) 2. In subsection 208.06, delete the last sentence of the first paragraph and replace with the following: Liquidated damages will be applied for failure to comply with the CDPS-SCP, including, but not limited to the following: In subsection 208.06, delete items (3), (4), (7) and (8) and replace with the following: (3) Failure of the ECS to implement necessary actions required by the Engineer as required by subsection 208.03 (c). (4) Failure to amend SWMP and implement erosion and sediment control measures as required by subsection 208.04. (7) Failure to immediately stabilize disturbed areas as required by subsections 208.04(d) and 208.054. (8) Failure to replace or perform maintenance on an erosion control feature within 48 hours after notice from the Engineer to replace or perform maintenance as required by subsection 208.04(e). In subsection 208.06 add items (11), (12), (13), and (14) which shall include the following: (11) Failure to perform permanent stabilization as required by subsection 208.04 (d). (12) Failure of Superintendent or ECS to perform inspections and record findings in the Daily Stormwater Log. (13) Failure of Superintendent or ECS to attend 14 day inspections. (14) Failure to remove unnecessary BMPs. In subsection 208.06, second paragraph, delete the first three sentences and replace with the following: The Engineer will immediately notify the Contractor in writing of each incident of failure to perform erosion control in accordance with the CDPS-SCP, including, but not limited to items (1) through (14) above. The Contractor will be allowed 48 hours, but correction shall be made as soon as possible from the date of notification to correct the failure. The Contractor will be charged liquidated damages in the amount of $875 for each calendar day after the 48 hour period has expired, that one or more of the incidents of failure to perform the requirements of CDPS-SCP, including, but not limited to items (1) through (14) above, remains uncorrected. December 23, 2008 10 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL When a failure may endanger health or the environment, consists of a spill or discharge of hazardous substances or oil which may cause pollution of the waters of the state, or consists of a discharge of stormwater which may cause an exceedance of a water quality standard, the Engineer may issue a Stop Work Order in accordance with subsection 105.01. If all failures are not corrected within 48 hours after liquidated damages have begun to be assessed, the Engineer may issue a Stop Work Order in accordance with subsection 105.01. Work shall not resume until the Engineer has approved a written corrective action plan submitted by the Contractor that includes measures to prevent future violations and a schedule for implementation. If the Contractor's corrective action plan and schedule are not submitted and approved within 48 hours of the Stop Work Order or the corrective action plan is not implemented by the Contractor, the Engineer will have an immediate on -site meeting with the Superintendent and the Superintendent's supervisor. This meeting will also be attended by the Resident Engineer, the Region Water Pollution Control Manager, and the Region Program Engineer. This meeting will identify and document needed corrective actions and a schedule for completion. If after the meeting, the unacceptable work is not remedied within the schedule as agreed to in the meeting, the Engineer will take action to effect compliance with the CDPS-SCP by utilizing maintenance or other non - Contractor forces and deduct the cost from any moneys due or to become due to the Contractor pursuant to subsection 105.16. The Stop Work Order shall be in place until the project is in CDPS-SCP compliance. If the Contractor remains non -responsive to requirements of the on -site meeting, the Engineer will start default and Contract termination procedures in accordance with subsection 108.09. CDOT will proceed with corrective or disciplinary action in accordance with the Rules for Prequalification, Debarment, Bidding and Work on Transportation, Road, Highway and Bridge Public Projects. Add subsection 208.061 immediately following subsection 208.06 which shall include the following: 208.061 Items to Be Accomplished prior to Final Acceptance. After concrete operations are complete, washout areas shall be reclaimed in accordance with subsection 208.05(n) at the Contractor's expense. Prior to final acceptance, a final walk through of the project shall occur with the Engineer, CDOT Landscape Architect, CDOT Region Environmental personnel, the Region Water Pollution Control Manager, CDOT Hydraulics Engineer, and CDOT Maintenance personnel in attendance. At this time final stabilization shall be reviewed and BMPs shall be inspected for needed cleaning, maintenance, or removal. Areas will be. inspected for any additional BMPs that may be required. Permanent BMPs shown in the construction plans shall be inspected to confirm that as constructed location, condition and other plan requirements have been met. The required work shall be performed in accordance with subsection 105.20. BMPs shall be removed when 70% of pre-existing vegetative cover has been re-established within the disturbed project limits. BMPs subject to removal shall be determined at the final walk through of the project. The Contractor shall remove approved BMPs; cost of BMP removal will be included in the BMP. Upon completion of work required by walk through the ECS will modify the SWMP to provide an accurate depiction of what remains on the project site. In subsection 208.07 delete the sixth and seventh paragraphs and replace with the following: Erosion Control Supervisor will be measured by the one of the following two methods shown on the bid schedule: (1) The total number of hours the ECS is required to be on the project performing the duties outlined in subsection 208.03(c) specific to this project. Commute time will not be measured and paid for separately, but shall be included in the work. The Contractor shall record the tasks that were assigned to the Erosion Control Supervisor and the hours that were required to complete each task. The records shall be submitted to the Engineer weekly, after completion of the work, for approval and acceptance. December 23, 2008 11 REVISION OF SECTIONS 101, 107, AND 208 WATER QUALITY CONTROL (2) The total number of authorized 24 hour days used for erosion control services specific to this project. An authorized 24 hour day of ECS will be every calendar day that the ECS is required to be on the project performing the duties outlined in subsection 208.03(c). The Contractor shall record the tasks that were assigned to the Erosion Control Supervisor. The records shall be submitted to the Engineer, weekly, after completion of the work, for approval and acceptance. Excavation required for removal of accumulated sediment from traps, basins, areas adjacent to silt fences and erosion bales, and other clean out excavation of accumulated sediment, and the disposal of such sediment, will be measured by the number of hours that equipment, labor, or both are used for sediment removal. In subsection 208.08 delete the pay item Sediment Removal and Disposal and the pay item for Erosion Control Supervisor (Lump Sum), and replace them with the following: Pay Item Pay Unit Removal and Disposal of Sediment (Labor) Hour Removal and Disposal of Sediment (Equipment) Hour Erosion Control Supervisor Hour Erosion Control Supervisor Day Subsection 208.08 shall include the following: Payment for Removal and Disposal of Sediment (Equipment) will be full compensation for use of the equipment, including the operator. Payment for Erosion Control Supervisor will be full compensation for the erosion control supervisor and all materials and equipment necessary for the ECS to perform the work. Payment will be made for erosion and sediment control devices replaced as approved by the Engineer. In subsection 208.08, the third paragraph shall include the following: Removal and Disposal of Sediment from the stabilized construction entrance will be measured and paid for separately. August 1, 2005 1 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS Section 104 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 104.07 and replace with the following: 104.07 Value Engineering Change Proposals by the Contractor. The Contractor is encouraged to develop and offer proposals for improved construction techniques, alternative materials and other innovations. Proposals must provide a project comparable to the CDOT's original design either at lower cost or improved quality, or both. No proposals will be accepted that lowers the quality of the intended project. Bid prices shall not be based on the anticipated approval of a Value Engineering Change Proposal (VECP). Proposals shall be submitted only by the successful bidder after contract award. If a VECP is rejected, the work shall be completed in accordance with the Contract at contract bid prices. Any delay to the project due to a VECP submittal and review shall be considered within the Contractor's control and will be non -excusable with the exception of those delays that are approved as part of the VECP. Proposals shall be categorized as VECP (Category A) or VECP (Category B). VECP (Category A)s will be all proposals that involve the design and construction of a structure including but not limited to a bridge, retaining wall, concrete box culvert, or building. A VECP (Category A) will also include any proposal that would result in a change of original bid items that totals over $250,000. Alternatives investigated and not selected in the project Structural Selection Reports may be presented in a VECP, if significant benefits can be demonstrated to the Engineer. In addition, any design criteria and constraints listed in the Structural Selection Report can not be modified or relaxed as part of a VECP unless significant and previously unknown benefits can be proven to the Engineer. Experimental or demonstration -type design concepts, products, structures, or elements that have not been pre -approved by CDOT, in writing, for general use will be considered a VECP (Category A). Category A proposals will also result in a realized and shared cost savings to CDOT. Cost savings generated to the Contract as a result of VECP offered by the Contractor and accepted by the CDOT shall be shared between the Contractor and the CDOT. All other VECPs that do not meet the previous requirements will be classified as a VECP (Category B). Net cost savings on VECPs that are less than $25,000 can be kept by the Contractor. Net cost savings greater than $25,000 shall be split equally between the Contractor and CDOT as defined in the Basis of Payment section of this specification. Both VECP (Category A) and VECP (Category B) will produce savings to the CDOT or provide improved project quality without impairing essential functions and characteristics of the facility. Essential functions include but are not limited to: service life, requirements for planned future development, prior commitments to governmental agencies or the public, corridor requirements, economy of operation, ease of maintenance, desired appearance, safety, and impacts to the traveling public or to the environment during and after construction. The Contractor may submit either a full VECP or a preliminary Conceptual VECP, followed by a full proposal. These proposals are subject to rejection at any time if they do not meet the criteria outlined in this subsection. (a) Submittal of Conceptual Proposal. For a VECP (Category A) that requires a significant amount of design or other development resources, the Contractor may submit an abbreviated Conceptual Proposal for preliminary evaluation. The Engineer will evaluate the information provided. The Contractor will then be advised in writing if any conditions or parameters of the Conceptual Proposal are found to be grounds for rejection. Preliminary review of a conceptual proposal reduces the Contractor's risk of subsequent rejection but does not commit the CDOT to eventual approval of the full VECP. The following information shall be submitted for each Conceptual Proposal: August 1, 2005 2 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS (1) Statement that the proposal is submitted as a Conceptual VECP (2) General description of the difference between the existing Contract and the proposed change, and the advantages and disadvantages of each, including effects on service life, requirements for planned future development, prior commitments to governmental agencies or the public, corridor requirements, economy of operation, ease of maintenance, desired appearance, safety, and impacts to the traveling public or to the environment during and after construction. The Contractor shall request in writing the necessary information from the Engineer. (3) One set of conceptual plans and a description of proposed changes to the Contract specifications (4) Estimate of the anticipated cost savings or increase (5) Statement specifying the following: (i) when a response to the conceptual proposal from the CDOT is required to avoid delays to the existing contract prosecution (ii) the amount of time necessary to develop the full Proposal the date by which a Contract Modification Order must be executed to obtain maximum benefit from the Proposal (iv) the Proposal's impact on time for completing the Contract (b) Submittal of Full Value Engineering Change Proposal. The following materials and information shall be submitted for both a Category A and VECP (Category 13): (1) A statement that the proposal is submitted as a VECP: (2) A description of the difference between the existing Contract and the proposed change, and the advantages and disadvantages of each, including effects on service life, requirements for planned future development, prior commitments to governmental agencies or the public, corridor requirements, economy of operation, ease and cost of maintenance, desired appearance, safety, and impacts to the traveling public or to the environment during and after construction. . The Contractor shall request in writing the necessary information from the Engineer. (3) A complete set of plans and specifications showing the proposed revisions relative to the original Contract. This portion of the submittal shall include design notes and construction details. The proposed plans and specifications shall be signed and sealed by the Contractor's Engineer. (4) A cost comparison, summarizing all of the items that the proposed VECP replaces, reduces, eliminates, adds, or otherwise changes from the original Contract work, including all impacts to traffic control, detours and all other changes. The cost comparison shall not include cost savings resulting from purportedly decreased inspection or testing requirements, or CDOT overhead; All costs and proposed unit prices shall be documented by the Contractor. (5) A statement specifying the date by which a Contract Modification Order must be executed to obtain the maximum cost reduction during the remainder of the Contract and the date when a response from the CDOT is required to avoid delays to the prosecution of the Contract. August 1, 2005 3 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS (6) A statement detailing the effect the Proposal will have on the time for completing the Contract. (7) A description of any previous use or testing of the proposed changes and the conditions and results. If the Proposal was previously submitted on another CDOT project, the proposal shall indicate the date, Contract number, and the action taken by the CDOT. (8) An estimate of any effects the VECP will have on other costs to the CDOT. (9) A statement of life cycle costs, when appropriate. Life cycle costs will not be considered as part of cost savings but shall be calculated for additional support of the Proposal. A discount rate of four percent shall be used for life cycle calculations. (c) Evaluation. VECP will be evaluated by CDOT in accordance with the CDOT Construction Manual. Additional information needed to evaluate Proposals shall be provided in a timely manner. Untimely submittal of additional information will result in rejection of the Proposal. Where design changes are proposed, the additional information shall include results of field investigations and surveys, design and computations, and changed plan sheets required to develop the design changes. 1. The Engineer will determine if a Proposal qualifies for consideration and evaluation. The Engineer may reject any Proposal that requires excessive time oncosts for review, evaluation, or investigation. The Engineer may reject proposals that are not consistent with the CDOT's design and criteria for the project. 2. VECP, whether or not approved by the CDOT, apply only to the ongoing Contracts referenced in the Proposal and become the property of the CDOT. Proposals shall contain no restrictions imposed by the Contractor on their use or disclosure. The CDOT has the right to use, duplicate and disclose in whole or in part any data necessary for the utilization of the Proposal. The CDOT retains the right to utilize any accepted Proposal or part thereof on other projects without obligation to the Contractor. This provision is subject to rights provided by law with respect to patented materials or processes. 3. If the CDOT is already considering revisions to the Contract or has approved changes in the Contract that are subsequently proposed in a VECP, the Engineer will reject the Proposal and may proceed to implement these changes without obligation to the Contractor. 4. The Contractor shall have no claim against the CDOT for additional costs or delays resulting from the rejection or untimely acceptance of a VECP. These costs include but are not limited to: development costs, loss of anticipated profits, increased material or labor costs, or untimely response. 5. Proposals will be rejected if equivalent options are already provided in the Contract. 6. Proposals that only reduce or eliminate contract pay items will be rejected. 7. The cost savings and other benefits generated by the Proposal must be sufficient to warrant review and processing, as determined by the Engineer. 8. A proposal changing the type or thickness of the pavement structure will be rejected. 9. No VECP proposal can be used to alter incentive and disincentive rates and maximums on A+B projects. August 1, 2005 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS 10. Right of Way cannot be bought as part of a VECP to eliminate phasing on a project. 11. A VECP changing the design of a structure maybe considered by the CDOT, if the design meets the following conditions: (1) The design shall not involve detouring of traffic onto local roads or streets to an extent greater than the original plans, unless previously approved by the affected local agencies (2) The design has the same roadway typical section as the original plans (3) The design meets or exceeds the benefits of the construction -handling or traffic phasing scheme shown in the original plans (4) The design meets or exceeds all environmental commitments and permit requirements of the original Contract. (5) The design shall not increase environmental impacts beyond those of the original Contract. (6) The design meets or exceeds the vertical and horizontal clearances and hydraulic requirements shown in the original plans (7) The design has the same or greater flexibility as the original design to accommodate future widening (8) The design shall not change the location of the centerline of the substructure elements, without demonstrating substantial benefits over the original plans (9) The design shall not change the grade or elevation of the final riding surface, without demonstrating substantial benefits over the original plans (10) The design shall match corridor future development plans, architectural, aesthetic and pavement requirements, if applicable (11) The design shall not adversely impact the CDOT's Bridge Inspection, maintenance or other long- term costs or operations. (12) The design shall meet all CDOT design standards and policies (13) The design shall include all additional costs and coordination necessary to relocate utilities (14) Major structure designs provided by the Contractor shall include an independent plan review and design check by a Professional Engineer registered in the State of Colorado and employed by a firm other than the engineer -of -record. This design review will be performed at no additional cost to CDOT and shall be included in the Contractor's engineering costs. (15) The Contractor shall provide CDOT with all design calculations, independent design check calculations, a rating package for each bridge prepared in accordance with the current CDOT Bridge Rating Manual, and a record set of quantity calculations for each structure. 12. The Engineer will reject all or any portion of the design or construction work performed under an approved VECP if unsatisfactory results are obtained. The Engineer will direct the removal of such rejected work and require construction to proceed under the original Contract requirements without reimbursement for work performed under the proposal, or for its removal. If a structure design VECP meets these and all other requirements, the CDOT may, at its sole option, accept or reject the proposal. (d) Basis of Payment. If the VECP is accepted, a Contract Modification Order will authorize the changes and payment. Reimbursement will be made as follows: August 1, 2005 5 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS 1. The changes will be incorporated into the Contract by changes in quantities of unit bid items, new agreed unit price items, lump sum or any combination, as appropriate, under the Contract. Unless there is a differing site condition as described in subsection 104.02, the Contractor shall not receive additional compensation for quantity overruns, design errors, supplemental surveys, geotechnical investigations, additional items or other increases in cost that were not foreseen in the accepted VECP, unless otherwise approved by the Engineer. 2. For all VECPs, the incentive payment shall be calculated as follows: (gross cost of deleted work) - (gross cost of added work) = (gross savings) (gross savings) - (Contractor's engineering costs) - (CDOT's engineering costs) = (net savings) Any net savings less than $25,000 can be kept by the contractor. If the net savings are greater than $25,000 then the amount over $25,000 will be shared equally with CDOT and calculated as follows: (net savings)- $25,000 = shared savings Contractor's total incentive = (shared savings) /2 + $25,000 The Contractor's engineering costs will be reimbursable only for outside consultant costs that are verified by certified billings. CDOT's engineering costs shall be actual consultant costs billed to CDOT and extraordinary in-house personnel labor costs. These labor costs will be calculated at the fixed amount of $50.00 per hour per employee. Project personnel assigned to the field office or who work on the project on a regular basis shall not be included in CDOT's portion of the cost. 3. At the completion of the VECP design work, the Contractor shall furnish the CDOT any additional documentation such as surveys, geotechnical reports, documentation or calculations and shop drawings required to complete the work. At the completion of the project, the Contractor shall furnish the CDOT with PE -stamped Record sets, and As -Constructed plans showing the VECP work. (e) Contractor Appeal Process. Appeals can only be made on VECP (Category A)s. The Prime Contractor submitting the VECP may file a one-time appeal to the Region Transportation Director (RTD) on the denial of any VECP (Category A). The Contractor must have a valid reason for the appeal and the decision of the Region Transportation Director will be final. January 17, 2008 REVISION OF SECTION 105 CONFORMITY TO THE CONTRACT Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.03 shall include the following, after the first paragraph: All Hot Mix Asphalt (HMA) materials or work will be evaluated for conformity to the Contract in accordance with subsection 105.05 except HMA that is used for patching and temporary pavement. In subsection 105.03 (c), delete the Table of Price Reduction Factors and replace with the following: TABLE OF PRICE REDUCTION FACTORS Element Factor "F" �100 percent size sieve 1 12.5 mm (Yz" sieve and larger 1 150,pm (No. 100) sieve to; 9.5 mm (3/8 ); sieve inclusive - _(except,100 percent size:sieve) ° 3 .; 75 pm (No. 200) sieve 6 75pm (No. 200),sieJe (cover coat material) Liquid Limit 3 Plasticity Index 1:0' Asphalt penetration 1 Asphalt residue 3, Portland Cement Concrete Pavement Fine Aggregate Sand Equivalent 0.3 Hydrated Lime Gradation :' , :. 0.5 Toughness, inch -pounds, minimum 0.8 Tenacity_, inch -pounds, minimum .' 0.8, Elastic Recovery, 25 °C, percent minimum 1.25 Ductility; 4_°C 5cm/min cm; minimum = :' 1.25 In subsection 105.03 (c), delete the seventh paragraph, including the table of the multiplier for price reductions, and replace with the following: If the P for aggregate gradation for Items 206, 304, or the gradation of hydrated lime for item 403 is 3 or greater the reduction will apply to the contract price multiplied by the Multipliers (M) listed in the following table: MULTIPLIER FOR PRICE REDUCTIONS FOR MISCELLANEOUS ITEMS Item Number -Name Element Multiplier M 206- Structural Backfill Gradation 0.'60 . 304-Aggregate Base Course Gradation 0.60 403-Hot,Mix Asphalt* Hydrated Lime -Gradation 0.60` * The P value for hydrated lime shall be applied to the price of the HMA item when asphalt cement is not paid for separately. Lime gradation P values will not be combined with Pay Factors for other elements. VIEW LOOKING SOUTH DOWN MASON STREET FROM THE NORTHERN BORDER OF THE CORRIDOR AT LAUREL STREET. VIEW LOOKING SOUTH FROM UNIVERSITY AVENUE DOWN MASON STREET. VIEW FROM SOUTH OF PITKIN STREET LOOKING NORTH. MASON STREET DOES NOT EXTEND FURTHER SOUTH THEN PITKIN STREET. 05-1-425 Kumar & Associates SITE PHOTOGRAPHS Fig. 3 June 29, 2006 REVISION OF SECTION 106 CERTIFICATES OF COMPLIANCE AND CERTIFIED TEST REPORTS Section 106 of the Standard Specifications is hereby revised for this project as follows: In subsection 106.12 delete item (11) of the list following the first paragraph and replace with the following: (11)The following certification, signed by a person having legal authority to act -for the Contractor: I hereby certify under penalty of perjury that the material listed in this Certificate of Compliance represents (quantity and units) of pay item (pay item number and Description) that will be installed on project number Contractor Date In subsection 106.12, delete the second paragraph and replace with the following: The original Certificate of Compliance shall include the Contractor's original signature as directed above, and the original signature (including corporate title), under penalty of perjury, of a person having legal authority to act for the manufacturer. It shall state that the product or assembly to be incorporated into the project has been sampled and tested, and the samples have passed all specified tests. One copy or facsimile of the fully signed Certificate of Compliance shall be furnished to the Engineer prior to installation of material. The original shall be provided to the Engineer before payment for the represented item will be made. Failure to comply may result in delays to the project or rejection of the materials. In subsection 106.13, delete item (11) of the list following the first paragraph and replace with the following: (11)The following certification, signed by a person having legal authority to act for the Contractor: I hereby certify under penalty of perjury that the material listed in this Certified Test Report represents (quantity and units) of pay item (pay item number and Description) that will be installed on project number Contractor Date In subsection 106.13, delete the second paragraph and replace with the following: The original Certified Test Report shall include the Contractor's original signature as directed above, and the original signature (including corporate title), under penalty of perjury, of a person having legal authority to act for the manufacturer or the independent testing laboratory. It shall state that the test results show that the product or assembly to be incorporated into the project has been sampled and tested, and the samples have passed all specified tests. One copy or facsimile of the fully signed Certified Test Report shall be furnished to the Engineer prior to installation of material. The original shall be provided to the Engineer before payment for the represented item will be made. Failure to comply may result in delays to the project or rejection of the materials. April 30, 2009 1 REVISION OF SECTIONS 106 AND 601 CONCRETE SAMPLING AND PUMPING Sections 106 and 601 of the Standard Specifications are hereby revised for this project as follows: In subsection 106.03, delete the fifth paragraph and replace with the following: Samples will be taken by the Department except that the Contractor shall take samples of Portland Cement Concrete in accordance with CP 61; samples of asphalt cement, in accordance with AASHTO T 40; hot mix asphalt, in accordance with CP 41 and a composite of aggregates for hot bituminous mixtures, in accordance with CP 30. The Engineer will determine the sampling locations, and the samples shall be taken in the presence of the Engineer. The Contractor may retain a split of each sample. Delete subsection 601.08 and replace with the following: 601.08 Air Content Adjustment. When a batch of concrete delivered to the project does not conform to the minimum specified air content, an air entraining admixture conforming to subsection 711.02 may be added in accordance with subsection 601.17. After the admixture is added, the concrete shall be re -mixed for a minimum of 20 revolutions of the mixer drum at mixing speed. The concrete will then be re -tested by QC. Subsection 601.12(d) shall include the following: The Contractor shall not use pipes, chutes, troughs, spouts, or tremies that are fabricated of aluminum materials for pumping, conveying, or placing concrete. Subsection 601.12(g) shall include the following: When concrete is placed by pumping, the pumping equipment shall be thoroughly cleaned prior to concrete placement. Excess form release agent shall be removed from the hopper. The pump shall be primed at the Contractor's expense by pumping and discarding enough concrete to produce a uniform mix exiting the pump. At least 0.25 cubic yard of concrete shall be pumped and discarded to prime the pump. Water shall not be added directly into the concrete pump hopper after placement has commenced. If water is added to the concrete pump hopper, all concrete in the concrete pump hopper and the line shall be discarded and the pump re -primed at the Contractor's expense. The pump operator shall have a valid operator's certification from the American Concrete Pumping Association, or approved equal. Boom pumps shall have a documented current inspection as required by ASME B30.27. Equipment added to the pump shall meet the pump manufacturer's specifications. The Contractor shall submit the specifications of the pumping equipment and the qualifications of the operator to the Engineer for review at least two weeks prior to pumping concrete. Equipment and operators rejected by the Engineer shall be replaced at the Contractor's expense. The pump shall be operated so that a continuous stream of concrete is produced. The pump equipment shall use a minimum of one of the following to maintain concrete uniformity: (1) A 360 degree loop immediately prior to the delivery end of the pump line. (2) A minimum one inch reducer installed at the entry to the delivery hose. (3) A minimum one inch reducing delivery hose. (4) A cable attached to the pump boom creating a minimum 90 degree bend in the steel braded flexible hose. The point of discharge from the flexible hose at the end of the boom shall be at or above the lowest point of the bend. (5) On horizontal pours a 10-foot minimum horizontal delivery system placed on the deck. (6) Other approved methods. April 30, 2009 2 REVISION OF SECTIONS 106 AND 601 CONCRETE SAMPLING AND PUMPING Metal pump lines'or couplings shall not rest directly on epoxy coated reinforcing steel. The point of discharge of the pump shall be as close to the bridge deck elevation as possible. Subsection 601.17 shall include the following: The Contractor shall sample 601 pay items for both QC and QA in accordance with CP 61. The Engineer will witness the sampling and take possession of the QA samples at a mutually agreed upon location. Delete subsection 601.17(a) and replace with the following: (a) Air Content. The first three batches at the beginning of production shall be tested by QC and QA for air content. When air content is below the specified limit, it may be adjusted in accordance with subsection 601.08. Successive batches shall be tested by QC and witnessed by the Engineer until three consecutive batches are within specified limits. After the first three batches, CDOT will follow the random minimum testing schedule. Air content shall not be adjusted after a QA test. At any time during the placement of the concrete, when a QA test on a batch deviates from the minimum or maximum percent of total air content specified, the following procedure will be used to analyze the acceptability of the concrete. A batch that deviates from the specified air content by more than 1 percent and all Class D, DT, HT and H concrete placed in bridge decks with air content exceeding 8 percent will be rejected. Portions of loads incorporated into structures prior to determining test results which indicate rejection as the correct course of action shall be subject to acceptance at reduced price, no payment, or removal as determined by the Engineer. 2. A batch that deviates from the specified air content by 1 percent or less may be accepted at a reduced price using Table 601-3. April 30, 2009 1 REVISION OF SECTION 107 PROJECT SAFETY PLANNING Section 107 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 107.06 and replace with the following: 107.06. Safety, Health, and Sanitation Provisions. (a) Contractor Responsibilities. The Contractor shall ensure compliance with applicable Federal, State, and local laws, rules, regulations, and guidelines governing safety, health and sanitation, including but not limited to the Project Safety Management Plan (Plan) described below, the Occupational Safety and Health Act, 29 CFR 1910, 29 CFR 1926, 23 CRF 634, Mine Safety and Health Administration (MSHA), Title 30 CFR, the "Colorado Work Zone Best Practices Safety Guide", national consensus standards, and the Drug -Free Workplace Act (Public Law 100-690 Title V, subtitle D, 41 USC 701 et seq.). The Contractor shall provide all safeguards, safety devices, and protective equipment, and shall take all other actions necessary to protect the life, safety and health of persons working at or visiting the project site, and of the public and property in connection with the performance of the work covered by the Contract. In the case of conflicting requirements, the more stringent of the requirements shall apply. The Contractor shall require that all operations and work practices by Contractor, subcontractors, suppliers, and Department personnel comply with the provisions of the Plan. (b) Safety Officer. Prior to the start of construction, the Contractor shall designate a Safety, Officer and an alternate, who shall be responsible for the coordination of safety activities, and preparation and implementation of the Plan. (c) Competent Persons. Prior to the start of construction, the Contractor shall designate at least one competent person for each of the construction activities being completed. Construction activities and safety considerations that must be addressed shall include, but are not limited to: lead abatement, hearing protection, respiratory protection, rigging, assured grounding, scaffolding, fall protection, cranes, trenching and excavating, steel erection, underground construction (including caissons and cofferdams), demolition, blasting and the use of explosives, stairways and ladders, asbestos, and confined space. The appropriate competent persons shall be present on the project site at all times during construction activities. A competent person is an individual who, by way of training, experience, or combination thereof, is knowledgeable of applicable standards, is capable of identifying existing and predictable workplace hazards relating to a specific construction activity, is designated by the employer, and has authority to take appropriate actions. (d) Project Safety Management Plan. Prior to the start of construction, the Contractor shall prepare a written Project Safety Management Plan (Plan) which shall be specific to the project. The Plan shall include: (1) Designation of a Safety Officer and an alternate, and competent persons for each construction activity as described above. (2) A list of all significant and/or high -risk construction activities and safety considerations as described above, and a hazard assessment for each. (3) Direction as to whether engineering, administrative, personal protection measures, training, or a combination thereof, shall be implemented to address the hazards identified in (2) above. (4) Provisions for field safety meetings. The Contractor shall conduct field safety meetings at the frequency specified in the Plan, once per week at a minimum. The Contractor shall encourage participation by all persons working at the project site. Participants at these meetings shall discuss specific construction activities for that work period, results from safety inspections, required personal protective equipment, and all other necessary safety precautions. (5) Provisions for project safety meetings. The Contractor shall conduct project safety meetings to discuss accidents, incidents, safety goals, near misses, and results of safety inspections. The Contractor shall notify the Engineer of the time, date, and location of these meetings, shall require participation by all persons (including Department personnel) working at the project site, and shall track attendance through sign-up lists. (6) Procedures for assuring compliance by subcontractors, suppliers, and authorized visitors to the project. In addition, the Plan shall specify the measures that will be taken to discourage unauthorized personnel from entering the site. April 30, 2009 2 REVISION OF SECTION 107 PROJECT SAFETY PLANNING (7) Procedures to be followed in cases where workers are suspected of drug or alcohol impairment. (8) Provisions for project safety inspections. The Contractor shall conduct regular project safety inspections at the frequency specified in the Plan, once per month at a minimum. The Contractor shall maintain documentation on the project site, including the date of these inspections, the findings, and the corrective measures taken to address the findings. (9) Procedures to be followed to correct violations of the Plan by any personnel. (10) The notification, investigation, and implementation procedures that the Contractor shall follow in the case of a safety stand down. (11) The Contractor's certification as follows: By authorized signature below, (Contractor name), hereinafter referred to as 'the Contractor', hereby certifies that this Project Safety Management Plan (Plan) complies with and meets applicable Federal, State, and local laws, rules, regulations and guidelines governing safety, health and sanitation, including but not limited to the Occupational Safety and Health Act, 29 CFR 1910, 29 CFR 1926, Mine Safety and Health Administration (MSHA), Title 30 CFR, the "Colorado Work Zone Best Practices Safety Guide", national consensus standards, and the Drug -Free Workplace Act (Public Law 100-690 Title V, subtitle D, 41 USC 701 et seq.). All operations and work practices of the Contractor will comply with this Plan. The Contractor requires that all subcontractors, suppliers and Department personnel comply with this Plan. (Signature of Contractor's Safety Officer or alternate) Title Date The Contractor shall submit the Plan to the Engineer for the project records, and shall provide updates to the Plan as necessary. An up-to-date copy of the Plan shall be on the project site in the Contractor's possession at all times. (e) Project Safety & Health Requirements. All personnel on the project site shall wear the following personal protective equipment (PPE) at all times when in the Highway Right of Way, except when in their vehicles: (1) Head protection and high visibility apparel, reflectorized for night use, and footwear, all of which shall comply with the latest appropriate national consensus standards. (2) All other PPE that is stipulated by the Plan. All PPE shall comply with the latest appropriate national consensus standards. (f) Safety Stand -Down. The Engineer may immediately suspend all or part of any work in the case of an accident (including property damage), or catastrophe (three or more persons hospitalized in a single incident), or other situation presenting an imminent danger to life or health, such as a near miss, violation of the Plan, and/or presence of a hazardous situation. In the case of a worksite fatality directly related to the Contractor's or any subcontractor's work operations, the safety stand -down shall be mandatory. In the case of a traffic fatality unrelated to a work -zone incident in the opinion of the Engineer, the safety stand -down will not be mandatory. During any mandatory safety stand -down due to a fatality, all work on the project shall cease, except that work deemed necessary by the Engineer to immediately correct unsafe conditions. The Contractor shall be allowed to resume operations only after providing documentation, certified by the Safety Officer or alternate, regarding the corrective actions taken to prevent recurrence. The Contractor may be granted a non-compensable, excusable delay, up to three days, for the period of time during which no work was pursued due to each safety stand -down. April 30, 2009 3 REVISION OF SECTION 107 PROJECT SAFETY PLANNING (g) Regulatory Enforcement Actions. The Contractor shall provide written notifications of all Regulatory agency actions relating to safety to the Engineer. All costs associated with the preparation and implementation of the Plan, and complying with all safety, health, and sanitation provisions and requirements will not be measured and paid for separately, but shall be included in the work. April 12, 2007 REVISION OF SECTION 107 TON -MILE TAX Section 107 of the Standard Specifications is hereby revised for this project as follows: In subsection 107.02, delete the third paragraph. January 17, 2008 1 REVISION OF SECTION 109 COMPENSATION FOR COMPENSABLE DELAYS Section 109 of the Standard Specifications is hereby revised for this project as follows: In subsection 109.10 delete the first paragraph and replace with the following: 109.10 Compensation for Compensable Delays. If the Engineer determines that a delay is compensable in accordance with either subsection 105.21, 105.22, 105.23, or 108.07, monetary compensation will be determined in accordance with this subsection. Delete subsection 109.10(a) and replace with the following: (a) These categories represent the only costs that are recoverable by the Contractor. All other costs or categories of costs are not recoverable: (1) Actual wages and benefits, including FICA, paid for additional non -salaried labor; (2) Costs for additional bond, insurance and tax; (3) Increased costs for materials; (4) Equipment costs calculated in accordance with subsection 109.04(c) for Contractor owned equipment and based on invoice costs for rented equipment; (5) Costs of extended job site overhead; (6) Salaried employees assigned to the project; (7) Claims from subcontractors and suppliers at any level (the same level of detail as specified herein is required for all such claims); (8) An additional 16 percent will be added to the total of items (1) through (7) as compensation for items for which no specific allowance is provided, including profit and home office overhead. June 5, 2009 1 REVISION OF SECTION 109 FUEL COST ADJUSTMENT Section 109 of the Standard Specifications is hereby revised for this project as follows: Subsection 109.06 shall include the following: (h) Fuel Cost Adjustments. Contract price adjustments will be made to reflect increases or decreases in the monthly average prices of gasoline, diesel and other fuels from the average prices for the month preceding the month in which bids were received for the Contract. When bidding, the Contractor shall specify on the Form 85 whether the price adjustment will apply to the Contract. After bids are submitted, the Contractor will not be given any other opportunity to accept or reject this adjustment. If the Contractor fails to indicate a choice on the Form 85, the price adjustment will not apply to the Contract. If the fuel cost adjustment is accepted by the Contractor, the adjustment will be made in accordance with the following criteria: 1. Price adjustments will be based on the fuel price index established by the Department and calculated as shown in subsection 109.06(h)2.D below. The index will be the monthly average of the rates posted by the Oil Price Information Service (OPTS) for Denver No. 2 Diesel. The rate used will be the OPTS Average taken from the OPIS Standard Rack table for Ultra -Low Sulfur w/Lubricity Gross Prices (ULS column), expressed in dollars per gallon and rounded to two decimal places. 2. Price adjustments will be made on a monthly basis with the following conditions: A. Adjustment will be based on the pay quantities on the monthly partial pay estimate for the following pay items for which fuel factors have been established: Item Fuel Factor (FF) 202-Removal of Asphalt Mat (Planing) 0.006 Gal/SY/Inch depth 203-Excavation (muck, unclassified), Embankment,, Borrow, 0.29 Gal/CY 203-Excavation (rock) 0.39 Gal/CY 206-Structure Excavation and Backfill [applies only to quantities 0.29 Gal/CY paid for by separate bid item; no adjustment will be made for pay items that include structure excavation & backfill, such as RCP(CIP)] 304-Aggregate Base Course (if ABC is paid for by the CY) (if 0.85 Gal/CY ABC is paid for by the ton, convert to CY by multiplying the quantity in tons_by 0,557)_ 307-Lime Treated Subgrade 0.12 Gal/SY 310-Full Depth Reclamation 0.06 Gal/SY 403-Hot Mix Asphalt (HMA) 2.47 Gal/Ton 403-Stone Mastic Asphalt 2.47' Gal/Ton 405-Heating and Scarifying Treatment 0.44 Gal/SY 406-C61d Bituminous Pavement Recycle 0.01 Gal/SY/Inch depth 412-Portland Cement Concrete Pavement 0.03 Gal/SY/Inch thickness B. A price adjustment will be made only when the current fuel price index varies by more than 5 percent from the price index at the time of bid, and only for that portion of the variance in excess of 5 percent. Price adjustments may be either positive or negative dollar amounts. C. No fuel price adjustments will be made for any partial estimate falling wholly after the expiration of contract time. June 5, 2009. 2 REVISION OF SECTION 109 FUEL COST ADJUSTMENT D. Adjustment formula: EP greater than BP: FA = (EP — 1.05 BP)(Q)(FF) EP less than BP: FA = (EP — 0.95 BP)(Q)(FF) Where: BP = Average fuel price index for the calendar month prior to the calendar month in which bids are opened EP = Average fuel price index for the calendar month prior to the calendar month in which the partial estimate pay period ends FA = Adjustment for fuel costs in dollars FF = Fuel usage factor for the pay item Q = Pay quantity for the pay item on the monthly partial pay estimate Note: When the pay item is based on area, and the rate of fuel use varies with thickness, Q should be determined by multiplying the area by the thickness. For example: for 1000 square yards of 8-inch concrete pavement Q should be 8000. Example: Bids are opened on July 16. The BP will be the average of the daily postings for June 1 through June 30. For an estimate cut-off date selected by the Contractor at the Pre - Construction Conference of the 201h of the month a February estimate will include HMA quantities measured from the 21 sc of January through the 20`h of February, and the EP index used to calculate ACCA will be the average of the daily postings for January 1 through January 31 as established by CDOT) E. No adjustment will be allowed for the quantity of any item that is left in place at no pay. The fuel cost adjustment will be the sum of the individual adjustments for each of the pay items shown. No adjustment will be made for fuel costs on items other than those shown. The factors shown are aggregate adjustments for all types of fuels used, including but not limited to gasoline, diesel, propane, and burner fuel. No additional adjustments will be made for any type of fuel. Fuel cost adjustments resulting in an increased payment to the Contractor will be paid for under the planned force account item: Fuel Cost Adjustment. Fuel cost adjustments resulting in a decreased payment to the Contractor will be deducted from monies owed the Contractor. 6. Replace Project Special Provision Revision of Section 628 Bridge Girder and Deck Unit with attached. Added 1 potential bridge supplier. 7. Sandblasting and staining of letters on sidewalk or ramp is not part of Owner provided signage. This work is included in the work and will not be paid for separately. 8. Fiber mesh is required in the Concrete Class D use for the bridge deck, plus whatever reinforcement the bridge manufacturer deck design requires. , 9. Water from the borrow site can be discharged into the ditch. Any permit required is to be included in the work and will not be paid for separately. All State, City and permit requirements apply. 10. Attached are the Hazardous Material Technical Report and Geotechnical Engineering Report. 11. The railroad insurance requirement is typically included in the railroad agreement. But the City does not have the agreement yet. Railroad insurance will not be required at this time. The City will pay the contractor the cost of the railroad insurance if necessary by change order. Please contact John D. Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. where renewal is a way of life C, August 1, 2005 REVISION OF SECTION 109 MEASUREMENT OF QUANTITIES Section 109 of the Standard Specifications is hereby revised for this project as follows: In subsection 109.01, following paragraph 15, add the following: The Engineer will randomly verify the accuracy of the certified weigher on every project where the weights are manually entered on the scale ticket. This verification will consist of at least one comparison check on the project. Additional verification checks may be required as determined by the Engineer. The Engineer will randomly select a loaded truck after the truck has been issued a scale ticket by the certified weigher. The loaded truck will then be reweighed, in the presence of the Engineer, on the same scale and the weight compared with the weight on the scale ticket. Reweighed loads shall be within the tolerance of 200 pounds plus or minus. The Engineer will also verify the accuracy of computerized scales. Computerized scales are scales that automatically print weights on the scale ticket. This verification will consist of at least one comparison check when the project requires more than 2500 tons of material to be weighed. This comparison check shall be made by reweighing a loaded vehicle. The Contractor shall either provide a second certified scale or select a second certified scale in the vicinity to be used for the comparison check. Comparison checks shall be performed using the following procedures: (1) Hopper Scale. A loaded truck will be randomly selected by the Engineer. The loaded truck shall be weighed on a certified platform scale to record the gross weight. The truck shall be unloaded and weighed again on the same scale to record the tare weight. The tare weight shall be subtracted from the gross weight and compared against the net weight recorded on the scale ticket. (2) Platform Scales. A loaded truck will be randomly selected by the Engineer. The loaded truck shall be reweighed on a second certified scale and the gross weight shall be compared against the gross weight on the first scale ticket. Should a comparison check reveal a weight difference of more than one percent, a second comparison check shall be performed immediately. If the weight differences of both comparison checks exceed the one percent limit, the Contractor shall immediately stop weighing and the scale shall be recertified and resealed at the Contractor's expense. The necessary adjustments as indicated by the recertification will be made to all scale tickets issued since the last certification or on the entire project, whichever occurred later, unless the Contractor demonstrates to the satisfaction of the Engineer that the defect in the scale was present for a lesser period of time. If it is necessary to recertify a scale, and more than 2500 tons of material remain to be weighed, another scale comparison check shall be made. All comparison checks shall be made at the Contractor's expense. October 25, 2007 REVISION OF SECTION 203 EMBANKMENT Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.03 (a) shall include the following: Embankment imported onto the project will be tested for water soluble sulfates using CP-L 2103 Method B. The average of three consecutive tests shall show that the sulfate content is not greater than that corresponding to the sulfate exposure level specified on the plans. No single test shall have a sulfate content more than 20 percent greater than that corresponding to the sulfate exposure level specified on the plans. A single failing test shall have the remaining sample split into four equal portions. CDOT Region Lab shall receive one portion, the Contractor shall receive one portion and the remaining two portions shall go to the CDOT Central lab. The CDOT Region Lab, CDOT Central Lab and the Contractor's Lab shall retest the sample. If the results from the three Labs are within 10 percent of each other, the results will be averaged. The averaged result will be used for Contract compliance. If the results from the Labs are not within 10 percent of each other, the remaining split sample will be sent to an independent laboratory for testing using CP-L 2103. The independent laboratory will be mutually agreed upon by the Department and the Contractor. The Independent Lab's test result will be used for Contract compliance. If the water soluble sulfate content is less than that corresponding to the sulfate exposure level specified on the plans, CDOT will bear all costs associated with the independent lab test. If the soluble sulfate content is greater than that corresponding to the sulfate exposure level specified on the plans, all costs associated with independent lab testing shall be at the Contractor's expense. Embankment represented by failing tests shall be removed from the project and replaced at the Contractor's expense. October 25, 2007 1 REVISION OF SECTIONS 208, 420, 605 AND 712 GEOSYNTHETICS AND GEOTEXTILES Sections 208, 420, 605 and 712 of the Standard Specifications are hereby revised for this project as follows: Delete subsection 208.02(b) and replace with the following: (b) Silt Fence. Silt fence posts shall be metal or wood with a minimum length of 42 inches. Metal posts shall be "studded tee" or "U" type with minimum weight of 1.33 pounds per linear foot. Wood posts shall have a minimum diameter or cross section dimension of 1.5 inches nominal. Geotextile shall be attached to wood posts with three or more staples per post, or to metal posts with three or more wires per post. Silt fence geotextile shall conform to the following requirements: PHYSICAL REQUIREMENTS FOR SILT FENCE GEOTEXTILES Self Supported Property Wire Fence Supported Requirements Test Method Requirements Geotextile elongation 50% minimum Grab Strengtli,.lb3 90 124`. ASTM D 4632 minimum minimum . Permittivity see-1 0.05 0.05 ASTM D 4491 Ultraviolet stability minimum70% •Strength minirrium70%' Strength^ ASTM D 4355. Retained Retained` Delete subsection 208.02(g) and replace with the following: (g) Outlet Protection. Outlet protection riprap shall conform to section 506. Erosion control geotextile shall be a minimum Class 2, conforming to subsection 712.08. Delete subsection 420.02 and replace with the following: 420.02 Geotextiles and geomembranes shall meet the applicable requirements of subsections 712.07 and 712.08 for the use intended. Geotextiles for erosion control for drainage or for separators may be Class 1, Class 2, or Class 3, conforming to subsection 712.08, if the class is not specified on the plans. Asphalt cement binder for the paving geotextile shall be the same grade as the asphalt cement used for Item 403. Paving geotextile shall be a minimum Class 3, conforming to subsection 712.08. Subsection 420.08 shall include the following: Geotextile for landscape weed barrier shall be a minimum Class 3, conforming to subsection 712.08. In subsection 605.03, delete the second sentence of the first paragraph and replace with the following: Sufficient Geotextile (Drainage) (Class 3) shall be placed along the bottom and sides of the trench as shown on the plans to provide the required overlap over the top of the filter material. October 25, 2007 2 REVISION OF SECTIONS 208, 420, 605 AND 712 GEOSYNTHETICS AND GEOTEXTILES In subsection 605.05, delete the second sentence and replace with the following: The trench shall be lined with Geotextile (Drainage) (Class 3) and filled with the designated filter material to the depth shown on the plans. Delete subsection 712.07 and replace with the following: 712.07 Geosynthetics. Geosynthetic rolls shall be furnished with suitable wrapping to protect against moisture and extended ultraviolet exposure prior to placement. Each roll shall be labeled to provide product identification sufficient for inventory and quality control purposes. Rolls shall be stored in a manner which protects them from the elements. If stored outdoors, they shall be elevated and protected with a waterproof cover. The Contractor shall submit a certified test report from the manufacturer in accordance with subsection 106.13 including all data necessary to verify compliance with this specification. Securing pins shall be made from galvanized steel wire or other approved wire material, 0.091 inch or larger in diameter. They shall be U-shaped, with legs 6 inches long and a 1 inch crown. Physical requirements of geosynthetics shall meet or exceed what is shown in Table 712-1. Unless otherwise stated, all property values represent minimum average roll values (MARV) in the weakest principle direction. Stated values are for non -critical, non -severe conditions. Lots shall be sampled in accordance with ASTM D 4354. (a) Geomembrane. Geomembrane shall be manufactured for stopping seepage loss. The lining shall consist of virgin polyvinyl chloride (PVC) resins, plasticizers, stabilizers, and other necessary materials that, when com- pounded, shall meet or exceed the physical requirements for the thickness specified in Table 712-1. Individual widths of PVC materials shall be fabricated into large sections by dielectric sealing into a single piece, or into a minimum number of panels, up to 100 feet wide, as required to fit the facility. Lap joints with a minimum joint width of 1/2 inch shall be used. After fabrication, the lining shall be accordion folded in both directions and packaged for minimum handling in the field. Shipping boxes shall be substantial enough to prevent damage to contents. October 25, 2007 3 REVISION OF SECTIONS 208, 420, 605 AND 712 GEOSYNTHETICS AND GEOTEXTILES Table 712-1 PHYSICAL REQUIREMENTS FOR GEOMEMBRANE Property Thickness Test Method 0.25 mm (10 mil) 0.51 mm (20 mil) 0.76 mm (30 mil) L _±5� 8.75 (50) Thickness, % Tolerance 'L_±7 3.50 (20) — ±b� 12.25 (70) jASTM D 1593 Tensile Strength, kN/m (Ibs./in.) width ASTM D 882, Method B ;Modulus @ 100% Elongation, kN/m j(lbs./in.) i 1.58 (9) ; 3.50 (20) 350 i 5.25 (30) !ASTM D 882, Method B 350 350 ASTM D 882, Method A Ultimate Elongation, % ;Tear Resistance: N (Ibs) ! 18 (3.2) -23 (-13) 1.5 80 29 (6.5) 38 (8.5) -29 (-20) 0.7 IASTM D 1004 --� Low Temperature Impact, °C (OF) Volatile loss, % max. -26 (-15) 0.9 --- --- 80 ASTM D 1790 ASTM D 1203, Method A Pinholes, No. /8 m2 (No. Per 10 sq. Yds.) max. �� 80 r Bonded Seam Strength, % of tensile strength Delete subsection 712.08 and replace with the following: 712.08 Geotextiles. Geotextile rolls shall be furnished with suitable wrapping to protect against moisture and extended ultraviolet exposure prior to placement. Each roll shall be labeled to provide product identification sufficient for inventory and quality control purposes. Rolls shall be stored in a manner which protects them from the elements. If stored outdoors, they shall be elevated and protected with a waterproof cover. The Contractor shall submit a certified test report from the manufacturer in accordance with subsection 106.13 including all data necessary to verify compliance with this specification. Securing pins shall be made from galvanized steel wire or other approved wire material, 0.091 inch or larger in diameter. They shall be U-shaped, with legs 6 inches long and a 1 inch crown. October 25, 2007 4 REVISION OF SECTIONS 208, 420, 605 AND 712 GEOSYNTHETICS AND GEOTEXTILES Physical requirements for all geotextiles shall conform to the requirements of AASHTO M-288. Materials shall be selected from the New York Department of Transportation's Approved Products List of Geosynthetic materials that meet the National Transportation Product Evaluation Program (NTPEP) and AASHTO M-288 testing requirements. The current list of products that meet these requirements is located at: www.dot.state.nV.us The Geotextile Approved Products List may be accessed by clicking on the following tabs once on the NYDOT site to: (1) Publications (2) more (3) site index tab (4) approved list of Materials & Equipment (5) geosynthetics for Highway Construction (6) geotextiles Table 712-2 TYPICAL VALUES OF PERMEABILITY COEFFICIENTS' Particle Effective Permeability Size Range Size Coefficientk Millimeters (inches) cm/s Turbulent Flow D max D min D 20 mm .(inches) Derrick STONE, 300�- (120)1[ 900.:(36) 1206•(48) 100 One-man STONE 300 (12) 100 (4) 150 (6) 30 Clean, fine 10 80 (3) 10 (Y4)� 13 ('/2) .: ! ,- 10 coarse GRAVEL Fine, uniform GR- 8 (%) 1.5 (1/16) 3 ('Y.) 5 AVEL Very coarse, clean, 3 (%; •0.8 ('/32) 1.5 {'/16). 3­ uniform'SAND Continued on Page 5 October 25, 2007 5 REVISION OF SECTIONS 208, 420, 605 AND 712 GEOSYNTHETICS AND GEOTEXTILES Table 712-2(continued) TYPICAL VALUES OF PERMEABILITY COEFFICIENTS' Particle Effective Size Range Size Permeability Laminar Flow Millimeters (inches) Coefficient-k cm/s D max D min D 10 mm Uniform, coarse F 2 ('Y.) 0.5 ('/.a) 0.6-1 0.4 SAND 0.5 0.25 0.3 0.1 Uniform, medium SAND Clean, well -graded, 10 0.05 0.1 0:01 SAND & GRAVEL Uniform, fine SAND 0.25 0.05 0.06 40 x 10-4 Well graded, silty 5 0.01 �'^ 0.02 4 x 10r4J�� SAND & GRAVEL Silty SAND 2 _ 0.005 0.01 1.0 x 10-4 ,Uniform SILT 0.05 0.005 0.006 0.5 x 10-' Sandy CLAY 1.0 0.001 0.002 0.05 x 10-4 Silty CLAY 0.05 . 0.001 0.0015 0.01 x 10�4 7 CLAY (30% to 0.05 0.0005 0.0008 0.001 x 10-4-" 50% clay sizes) Colloidal CLAY ----i i` 0.01 �: 10 I '— ' 40 7 F_. ' _ 10'9 ' Basic Soils Engineering, R.K. Hough, 2nd Edition, Ronald Pess Co.; 1969, Page 76. Note: Since the permeability coefficient of the soil will be unknown in most non- critical, non -severe applications for erosion control and drainage, the soil - permeability coefficients listed in Table 712-2 may be used as a guide for comparing the eermeability coefficient of the fabric with that of the in lace soil. In subsection 712.12, second paragraph, delete the first sentence and replace with the following: Drainage geotextile shall be a minimum Class 3, conforming to AASHTO M 288. April 12, 2007 REVISION OF SECTION 212 SEEDING SEASONS Section 212 of the Standard Specifications is herby revised for this project as follows: In subsection 212.03 delete the seeding seasons table and replace it with the following: Zone I Spring Seedin Fall Seeding Areas other than the Western S/o e Below 6000s' -,Spring.thaw,to June 1 September15 until consistent 'ground freeze 6000' to 7000' Spring thaw to June 1 Septemberl until consistent ground freeze v7000 of 8000 Spring,tfaw to;July 15 August 1 = until consistent ` round freeze f Above 8000' Spring thaw to consistent ground freeze Western Slope BeloW6000'� iSpnng";thaw'to May!'� : August 1'until consistent :: ground freeze _ 6000' to 7000' Spring thaw to June 1 September 1 until consistent _ground freeze 777- S rin thaw to=consistent. round'freeze. ," ,Above.7000 - November 30, 2006 1 REVISION OF SECTION 509 ERECTION OF STEEL STRUCTURES Section 509 of the Standard Specifications is hereby revised for this project as follows: In subsection 509.27, delete the first six paragraphs and replace with the following: Structural steel members shall be erected to prevent damage to all elements of the structure and in a safe manner. Structural steel members to which the erection specification applies are those members that bear on the substructure of a bridge. The primary members such as beams and girders shall be temporarily anchored and braced as they are erected to preclude detrimental movement in any direction, and to prevent overturning and buckling. Struts, bracing, tie cables, and other devices used for temporary restraint shall be considered falsework and shall be designed to resist all loads imposed during each stage of construction until the deck concrete has attained the Field Compressive Strength shown in Table 601-1. No fewer than two steel girders shall be erected when girders are initially placed in any span, unless the Engineer provides a written waiver to this requirement. Diaphragms and cross frames between girders shall be connected to the girders and all diaphragm or cross frame connection bolt holes filled with bolts that are at least snug tight during erection. The Contractor's Engineer shall specify bolt torque requirements, if any, prior to releasing girders from the crane. Steel box girders need not be erected in pairs. At least one week prior to the Pre -Erection Conference, the Contractor shall approve, sign and submit an Erection Plan to the Engineer for record purposes only. The Erection Plan shall be stamped "Approved for Construction" and signed by the Contractor. The Erection Plan will not be approved by the Engineer. If falsework drawings are required, they shall conform to and be submitted in accordance with subsection 601.11. The Erection Plan and procedure shall provide complete details of the erection process with dimension tolerances including: (1) Temporary falsework support, struts, bracing, tie cables and other devices, material properties and specifications for temporary works, bolt torque requirements prior to releasing girders from the cranes (if required), connection details and attachments to other structure components or objects; (2) Procedure and sequence of operations, including a detailed schedule with completion times for work items that complies with the working hour limitations; (3) Minimum load chart lift capacity, outrigger size and reactions for each crane; (4) Assumed loads and girder weights, lift points, lifting devices, spreaders, and angle of lifting cables. (5) Girder stresses at critical points along the girder length during progressive stages of erection shall be investigated to assure that the structural integrity and stability of the girders is maintained. Stresses at lift points induced as a result of lifting shall be investigated and adequate bracing provided as indicated by the analysis. (6) Locations of cranes, trucks delivering girders, and the location of cranes and outriggers relative to other structures, including retaining walls, wing walls and utilities. (7) Drawings, notes, catalog data showing the manufacturer's recommendations or performance tests, and calculations clearly showing the above listed details, assumptions, and dimensions. (8) Contingency plans detailing what measures the Contractor will take in case of inclement weather (forecast or actual), equipment failure, delivery interruption, and slower than planned production. November 30, 2006 2 REVISION OF SECTION 509 ERECTION OF STEEL STRUCTURES A Pre -Erection Conference will be held at least one week prior to the beginning of erection. The Engineer, Contractor, erection subcontractor, and the Contractor's Engineer shall attend the meeting. The erection subcontractor shall demonstrate his knowledge and familiarity of where the piece marks are located on the components to be erected, their orientation in the erected structure, and the shop drawing piece mark convention used by the girder fabricator at the Pre -Erection Conference. The girder fabricator shall participate in the conference, by way of speaker telephone, during only that portion in which the piece marks are discussed. The girder fabricator shall state whether the erection subcontractor has demonstrated a correct understanding of the piece marks, and if not, correct any misunderstanding. Additional Pre -Erection conferences may be required for subsequent phases of construction, or for phases that differ from the original construction plan, as directed by the Engineer. Additional conferences may also be requested by the Contractor, and approved by the Engineer. The Contractor shall submit a final Erection Plan to the Engineer prior to girder erection for record purposes only. The Contractor's Engineer shall sign and seal (1), (5), and (7) listed above in the final Erection Plan. The final Erection Plan shall be stamped "Approved for Construction" and signed by the Contractor. When a bridge spans traffic of any kind, except for construction traffic and the Contractor's employees, the Contractor's Engineer shall inspect and provide written approval of the erected girders prior to opening the area beneath the girders to traffic. For this specification, traffic is defined as the vehicles, railroad, pedestrians, and watercraft moving along a route. The Contractor shall perform daily inspections of the erected girders and other permanent and temporary bridge elements until the deck concrete has attained the Field Compressive Strength. The Contractor's Engineer shall provide an inspection form to the Engineer and the Contractor that lists the items the Contractor will document during the daily inspection of the erected girders. The inspection form shall include inspection items specific to each bridge being constructed. The Contractor shall provide the Engineer and the Contractor's Engineer with written documentation of these inspections within 24 hours of each inspection. All temporary struts, bracing, tie cables, other devices and extra material required shall be removed upon completion of the structure. Delete subsection 509.27 (d) and replace with the following: (d) Falsework. Falsework shall conform to subsection 601.11. In subsection 509.33, delete the last paragraph and replace with the following: All costs associated with the preparation and implementation of the Erection Plan will not be paid for separately, but shall be included in the work. 77dd 'F x � L afi ..s.aSx. �.I;U November 30, 2006 REVISION OF SECTION 601 FORMS AND FALSEWORK Section 601 of the Standard Specifications is hereby revised for this project as follows: Subsection 601.09 (b) shall include the following: Forms for the placement of deck concrete or other concrete work associated with structural steel girders shall be constructed so that any concentrated loads applied to girder webs shall be within. 6 inches of a flange or stiffener. Where loads are applied to steel girder webs, they shall be applied in a manner that will not produce distortion to the web. For structural steel girders, temporary struts and ties shall be provided as necessary to resist lateral loads applied to the girder flanges and to prevent appreciable relative movement between the edge of deck form and the adjacent steel girder. In subsection 601.11 (a), delete the first three paragraphs and replace with the following: (a) General. The Contractor shall be responsible for designing and constructing falsework. The Contractor's Engineer shall determine whether falsework is necessary. When the Contractor's Engineer determines falsework is unnecessary, the Contractor shall submit a written statement signed by the Contractor's Engineer so stating. All falsework drawings, including revisions, shall be prepared by the Contractor's Engineer, shall meet the requirements of subsection 601.11, and shall be provided by the Contractor to the Engineer for record purposes only. The drawings shall be signed and sealed by the Contractor's Engineer. These drawings shall be stamped "Approved for Construction" and signed by the Contractor prior to providing them to the Engineer. The drawings will not be approved by the Engineer. In subsection 601.11 (d), delete the second and third paragraphs and replace with the following: Falsework and formwork for the placement of deck concrete or other concrete work associated with structural steel girders shall be constructed so that any concentrated loads applied to girder webs shall be within 6 inches of a flange or stiffener. Where loads are applied to steel girder webs, they shall be applied in a manner that will not produce distortion to the web. For structural steel girders, temporary struts and ties shall be provided as necessary to resist lateral loads applied to the girders and to prevent movement between adjacent steel girders. Where the deck overhang exceeds 1/3 of the distance between steel girders, bracing shall be provided to prevent rotation of the exterior girder due to the weight of the overhang falsework and formwork and concrete placement operations. Struts and ties shall also be provided between interior steel girders to prevent movement between girders. Falsework drawings for bracing, struts, and ties shall be submitted and conform to the requirements of subsection 601.11 (a). April 12, 2007 REVISION OF SECTIONS 601, 606, 608, 609, AND 618 CONCRETE FINISHING Sections 601, 606, 608, 609, and 618 of the Standard Specifications are hereby revised for this project as follows: Subsection 601.12 (a) shall include the following: Unless otherwise specified, hand finishing methods will be permitted only when performed under the direct supervision of a Craftsman holding the following certificate: ACI Concrete Flatwork Finisher and Technician (ACICFFT) or other Flatwork Finisher certification program approved by the Department. A minimum of one certified Craftsman is required at each finishing operation. A minimum of one certified Craftsman is required for each three or fewer finishers (non -certified ACICFFTs) at each operation. Subsection 601.14(a) shall include the following: The finishing of hardened concrete surfaces shall not require a certified Concrete Flatwork Finisher as described in subsection 601.12(a). Subsection 606.04(a), second paragraph, shall include the following: When hand finishing is allowed, it shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 606.04(b), first paragraph, shall include the following: All required hand finishing shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 608.03(d), first paragraph, shall include the following: All required hand finishing shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 609.03 shall include the following: All required hand finishing shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 618.11(f), first paragraph, shall include the following: All required hand finishing shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). April 30, 2009 1 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE Sections 601 and 701 of the Standard Specifications are hereby revised for this project as follows: Delete subsection 601.02 and replace with the following: 601.02 Classification. The classes of concrete shown in Table 601-1 shall -be used when specified in the Contract. Table 601-1 CONCRETE TABLE Concrete Class Required Field Compressive Strength(psi) Cementitious Content: Minimum or Range Ibs/ d3 Air Content: % Range Total Water Cementitious Ratio: Maximum or Range - 4500,at.28 days - � ,NIA: - � ..5`-8: BZ 4000 at 28 days 610 N/A 0.45 :4500 at-28,days ,., 61:5 to:660 DT 4500 at 28 days 700 5-8 0.44 E , .4200 at-N days. 660. ° 44= 8 0:44 H 4500 at 56 days 580 to 640 5-8 0.38 - 0.42 a HT 4501 atY56 days- = 580'to.640 P 4200 at 28 days 660 4-8 0.44 5000'af��28days,�;; 615,to>720 5w=8 S40 5800 at 28 days 615 to 760 5-8 0.40 s.,S50w. �-' 7,256at_28'da s , - �61� 800 _ 5'= 8 0.38 Class B concrete is an air entrained concrete for general use. Class D, H or P concrete may be substituted for Class B concrete. Additional requirements are: The coarse aggregate shall have a nominal maximum size of 11/2 inches or smaller. Class BZ concrete is concrete for drilled piers. Additional requirements are: Entrained air is not required unless specified in the Contract. When entrained air is specified in the Contract, the air content shall be 5-8 percent. High range water reducers may be added to obtain desired slump and retardation. Slump shall be a minimum of 5 inches and a maximum of 8 inches. The concrete mix shall be made with AASHTO M 43 size No. 67, No. 7 or No. 8 coarse aggregate. Class D concrete is a dense medium strength structural concrete. Class H may be substituted for Class D concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6 or No. 67 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Class DT concrete may be used for deck resurfacing and repairs. Class HT may be substituted for Class DT concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall consist of a minimum 50 percent AASHTO M 43 size No. 7 or No. 8 coarse aggregate by weight of total aggregate. Class E concrete may be used for fast track pavements needing early strength in order to open a pavement to service soon after placement. Additional requirements are: Type III cement may be used The concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 357 or No. 467 coarse aggregate by weight of total aggregate. If all transverse joints are doweled, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 357, or No. 467 coarse aggregate by weight of total aggregate. The laboratory trial mix shall produce a minimum average 28 day flexural strength of 650 psi. Class E concrete shall contain a minimum of 10 percent pozzolan by weight of total cementitious material. April 30, 2009 2 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE Class H concrete is used for bare concrete bridge decks that will not receive a waterproofing membrane. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall consist of a minimum of 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Class H concrete shall contain cementitious materials in the following ranges: 450 to 500 pounds per cubic yard Type II portland cement, 90 to 125 pounds per cubic yard fly ash and 20 to 30 pounds per cubic yard silica fume. The total content of Type II portland cement, fly ash and silica fume shall be 580 to 640 pounds per cubic yard. The laboratory trial mix must not exceed permeability of 2000 coulombs at 56 days (ASTM C 1202) and must not exhibit a crack at or before 14 days in the cracking tendency test (AASHTO T334). Class HT concrete is used as the top layer for bare concrete bridge decks that will not receive a waterproofing membrane. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall consist of a minimum of 50 percent AASHTO M 43 size No. 7 or No. 8 coarse aggregate by weight of total aggregate. Class HT concrete shall contain cementitious materials in the following ranges: 450 to 500 pounds per cubic yard Type II portland cement, 90 to 125 pounds per cubic yard fly ash and 20 to 30 pounds per cubic yard silica fume. The total content of Type II portland cement, fly ash and silica fume shall be 580 to 640 pounds per cubic yard. The laboratory trial mix must not exceed permeability of 2000 coulombs at 56 days (ASTM C 1202) and must not exhibit a crack at or before 14 days in the cracking tendency test (AASHTO T334). Class P concrete is used in pavements. Additional requirements are: The concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 357 or No. 467 coarse aggregate by weight of total aggregate. If all transverse joints are doweled, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 357, or No. 467 coarse aggregate by weight of total aggregate. The laboratory trial mix shall produce a minimum average 28 day flexural strength of 650 psi. Class P concrete shall contain a minimum of 10 percent pozzolan by weight of total cementitious. If acceptance is based on flexural strength, the total weight of cementitious shall not be less than 520 pounds per cubic yard. Class S35 concrete is a dense high strength structural concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 7 or No. 8 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Class S40 concrete is a dense high strength structural concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 7 or No. 8 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate. Class S50 concrete is a dense high strength structural concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 7 or No. 8 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. The laboratory trial mix must not exhibit a crack at or before 14 days in the cracking tendency test (AASHTO T334). April 30, 2009 3 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE Subsection 601.04 shall include the following: 601.04 Sulfate Resistance. The Contractor shall provide protection against sulfate attack on concrete structures and pavements by providing concrete manufactured with requirements according to Table 601-4. The sulfate exposure for all concrete shall be Class 2 unless otherwise stated on the plans. A higher level of requirements may be used for a lower level of exposure. If the Contractor can provide a test report that shows another class of exposure exists at a structure location, then the Engineer may accept a concrete mix for that location that meets the corresponding sulfate protection requirements in addition to other requirements shown in this section. Table 601-4 REQUIREMENTS TO PROTECT AGAINST DAMAGE TO CONCRETE BY SULFATE ATTACK FROM EXTERNAL SOURCES OF SULFATE Severity of Water-soluble Sulfate (SO4) in Water cementitious Cementitious sulfate sulfate (SO4) in Water, ppm ratio, maximum material exposure dry soil, percent, requirements 0-to 1.56 s .r4. -10.45- Clas's 0 . - Class 1 0.11 to 0.20 151 to 1500 0.45 Class 1 Class`2. r0:21 to 2.00-:, = 1:501.to;l0;000 . 0.45f Class Class 3 2.01 or greater 1 10,001 or greater 0.40 Class 3 Cementitious material requirements are as follows: Class 0 requirements for sulfate resistance shall be one of the following: (1) ASTM C 150 Type I, II or V (2) ASTM C 595 Type IP, IP(MS) or IP(HS) (3) ASTM C 1157 Type GU, MS or HS (4) ASTM C 150 Type III cement if it is allowed, as in Class E concrete Class 1 requirements for sulfate resistance shall be one of the following: (1) ASTM C 150 Type II or V; Class C fly ash shall not be substituted for cement (2) ASTM C 595 Type IP(MS) or IP(HS); Class C fly ash shall not be substituted for cement. (3) ASTM C 1157 Type MS or HS; Class C fly ash shall not be substituted for cement. (4) When ASTM C 150 Type III cement is allowed, as in Class E concrete, it shall have no more than 8 percent CA. Class C fly ash shall not be substituted for cement Class 2 requirements for sulfate resistance shall be one of the following: (1) ASTM C 150 Type V with a minimum of a 20 percent substitution of Class F fly ash by weight (2) ASTM C 150 Type II or III with a minimum of a 20 percent substitution of Class F fly ash by weight. The Type II or III cement shall have no more than 0.040 percent expansion at 14 days when tested according ASTM C 452 (3) ASTM C 1157 Type HS; Class C fly ash shall not be substituted for cement. (4) ASTM C 1157 Type MS plus Class F fly ash where the blend has less than 0.05 percent expansion at 6 months or 0.10 percent expansion at 12 months when tested according to ASTM C 1012 (5) A blend of portland cement meeting ASTM C 150 Type II or III with a minimum of 20 percent Class F fly ash by weight, where the blend has less than 0.05 percent expansion at 6 months or 0.10 percent expansion at 12 months when tested according to ASTM C 1012. (6) ASTM C 595 Type IP(HS); Class C fly ash shall not be substituted for cement. Class 3 requirements for sulfate resistance shall be one of the following: (1) A blend of portland cement meeting ASTM C 150 Type II, III, or V with a minimum of a 20 percent substitution of Class F fly ash by weight, where the blend has less than 0.10 percent expansion at 18 months when tested according to ASTM C 1012. (2) ASTM C 1157 Type HS having less than 0.10 percent expansion at 18 months when tested according to ASTM C 1012. Class C fly ash shall not be substituted for cement (3) ASTM C 1157 Type MS or HS plus Class F fly ash where the blend has less than 0.10 percent expansion at 18 months when tested according to ASTM C 1012. April 30, 2009 4 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE (4) ASTM C 595 Type IP(HS) having less than 0.10 percent expansion at 18 months when tested according to ASTM C 1012. Class C fly ash shall not be substituted for cement. When fly ash is used to enhance sulfate resistance, it shall be used in a proportion greater than or equal to the proportion tested in accordance to ASTM C1012 and it shall have a calcium oxide content no more than 2.0 percent greater than the fly ash tested according to ASTM 1012. Delete subsection 601.05 and replace with the following: 601.05 Proportioning. The Contractor shall submit a Concrete Mix Design for each class of concrete being placed on the project. Concrete shall not be placed on the project before the Concrete Mix Design Report has been reviewed and approved by the Engineer. The Concrete Mix Design will be reviewed and approved following the procedures of CP 62. The Concrete Mix Design will not be approved when the laboratory trial mix data are the results from tests performed more than two years in the past or aggregate data are the results from tests performed more than two years in the past. The concrete mix design shall show the weights and sources of all ingredients including cement, pozzolan, aggregates, water, additives and the water cementitious ratio (w/cm). When determining the w/cm, cementitious (cm) shall be the sum of the weight of the cement, the weight of the fly ash and the weight of silica fume. The laboratory trial mix data shall include results of the following: (1) AASHTO T 119 (ASTM C 143) Slump of Hydraulic Cement Concrete. (2) AASHTO T 121 (ASTM C 138) Weight per Cubic Foot, Yield, and Air Content (Gravimetric) of Concrete. (3) AASHTO T 152 (ASTM C 231) Air Content of Freshly Mixed Concrete by the Pressure Method (4) ASTM C 39 Compressive Strength of Cylindrical Concrete Specimens shall be performed with at least two specimens at 7 days and three specimens at 28 days. Three additional specimens tested at 56 days shall be required for Class H and HT concrete. (5) Class H and HT concrete shall include a measurement of permeability by ASTM C 1202 Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration. The concrete test specimens shall be two 2 inch thick disks sawed from the centers of two molded 4 inch diameter cylinders cured 56 days in accordance with ASTM C 192 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. (6) Class H, HT and S50 concrete shall include a measurement of cracking by AASHTO T334 Standard Practice for Estimating the Cracking Tendency of Concrete. The sample shall be cured at a temperature of 65 to 75 OF and relative humidity not exceeding 40 percent. (7) Class E and P concrete shall include AASHTO T 97 (ASTM C 78) Flexural Strength of Concrete (Using Simple Beam with Third -Point Loading) performed with at least two specimens at seven days and four specimens at 28 days. Prior to placement of Class E concrete, the Contractor shall provide the Engineer a report of maturity relationships in accordance with CP 69. The Contractor shall provide maturity meter and all necessary wire and connectors. The Contractor shall be responsible for the placement and maintenance of the maturity meter and wire. Placement shall be as directed by the Engineer. Except for class BZ concrete, the maximum slump of the delivered concrete shall be the slump of the approved concrete mix design plus 11/2 inch. Except for class H and HT concrete, the laboratory trial mix must produce an average 28 day compressive strength at least 115 percent of the required 28 day field compressive strength. The laboratory trial mix for Class H or HT concrete must produce an average 56 day compressive strength at least 115 percent of the required 56 day field compressive strength. April 30, 2009 5 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE When entrained air is specified in the Contract for Class BZ concrete, an air entraining admixture may be added to an approved Class BZ mix design. A new trial mix will not be required. The laboratory trial mix shall have a relative yield of 0.99 to 1.02. When Portland Cement Concrete Pavement is paid with a volumetric pay quantity, the relative yield of the concrete produced on the project shall be 0.99 to 1.02. If the produced concrete does not have a relative yield of 0.99 to 1.02 for two consecutive yield determinations, concrete production shall cease and the Contractor shall present a plan to correct the relative yield to the Engineer. Aggregate data shall include the results of the following: (1) AASHTO T 11 (ASTM C 117) Materials Finer Than 75 um (No. 200) Sieve in Mineral Aggregates by Washing. (2) AASHTO T 19 (ASTM C 29) Unit Weight and Voids in Aggregate. (3) AASHTO T 21 (ASTM C 40) Organic Impurities in Fine Aggregate for Concrete. (4) AASHTO T 27 (ASTM C 136) Sieve Analysis of Fine and Coarse Aggregates. (5) AASHTO T 84 (ASTM C 128) Specific Gravity and Absorption of Fine Aggregate. (6) AASHTO T 85 (ASTM C 127) Specific Gravity and Absorption of Coarse Aggregate. (7) AASHTO T 96 (ASTM C 131) Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. (8) AASHTO T 104 (ASTM C 88) Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate. (9) CP 37 Plastic Fines in Graded Aggregates and Soils by use of the Sand Equivalent Test (10)ASTM C 535 Resistance to Degradation of Large -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (11)ASTM C1260 Determining the Potential Alkali Reactivity of Aggregates (Accelerated Mortar -Bar Method). When an aggregate source is known to be reactive, ASTM C1567 results may be submitted in lieu of ASTM C1260 results. Any aggregate tested by ASTM C1260 with an expansion of 0.10 percent or more, or that is known to be reactive, shall not be used unless mitigative measures are included in the mix design. Mitigative measures shall be tested using ASTM C1567 and exhibit an expansion less than 0.10 percent by one of the following methods: (1) Combined Aggregates. The mix design sources of aggregates, cement and mitigative measures shall be tested. The proportions of aggregates and mitigative measures shall be those used in the mix design. (2) Individual Aggregates. Each source and size of individual aggregates shall be tested. The source of cement and mitigative measures shall be those used in the mix design. The highest level of mitigative measures for any individual aggregate shall be the minimum used in the mix design. The Concrete Mix Design Report shall include Certified Test Reports showing that the cement, fly ash and silica fume meet the specification requirements and supporting this statement with actual test results. The certification for silica fume shall state the solids content if the silica fume admixture is furnished as slurry. Approved fly ash may be substituted for ASTM C150 cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. For all concrete mix designs with ASTM C595 or C1157 cements, the total pozzolan content shall not exceed 30 percent by weight of the cementitious content. Where the Contractor's use of fly ash results in any delay, necessary changes in admixture quantities or source, or unsatisfactory work, the cost of such delays, changes or corrective actions shall be borne by the Contractor. April 30, 2009 6 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE The Contractor shall submit a new Concrete Mix Design Report meeting the above requirements when a change occurs in the source, type, or proportions of cement, fly ash, silica fume or aggregate. When a change occurs in the source of approved admixtures, the Contractor shall submit a letter stamped by the Concrete Mix Design Engineer approving the changes to the existing mix design. The change will be approved by the Engineer prior to use. The use of approved accelerating, retarding or hydration stabilizing admixtures to existing mix designs will be permitted at the discretion of the Engineer when documentation includes the following: (1) Manufacturers recommended dosage of the admixture (2) A letter stamped by the Concrete Mix Design Engineer approving the changes to the existing mix design. Unless otherwise permitted by the Engineer, the product of only one type of hydraulic cement from one source of any one brand shall be used in a concrete mix design. Review and approval of the Concrete Mix Design by the Engineer does not constitute acceptance of the concrete. Acceptance will be based solely on the test results of concrete placed on the project. Subsection 601.12 (j), third paragraph, shall include the following: When concrete is to be placed on or adjacent to hardened concrete surfaces, the surface shall be saturated surface dry. Saturated surface dry concrete has no water on its surface. The pores of the concrete beneath the surface are moist. Delete subsection 701.01 and replace with the following: 701.01 Hydraulic Cement. Hydraulic cement shall conformto the requirements of the following specifications for the type specified or permitted: Portland Cement ASTM C 150 Blended Hydraulic Cement ASTM C 595 Hydraulic Cement ASTM C 1157 All concrete, including precast, prestressed and pipe shall be constructed with one of the following hydraulic cements unless permitted otherwise. ASTM C 150 Type I ASTM C 150 Type II ASTM C 150 Type V ASTM C 595 Type IP consisting of no less than 70 percent portland cement, ASTM C 595 Type IP(MS) consisting of no less than 70 percent portland cement, ASTM C 595 Type IP(HS) consisting of no less than 70 percent portland cement, ASTM C 1157 Type GU, consisting of no more than 10 percent limestone, ASTM C 1157 Type MS, consisting of no more than 10 percent limestone, ASTM C 1157 Type HS, consisting of no more than 10 percent limestone, Cement shall be from a preapproved source listed on the Department's Approved Products List. The cement intended for use on the project shall have been tested and accepted prior to its use. Certified Test Reports showing that the cement meets the specification requirements and supporting this statement with actual test results shall be submitted to the Engineer prior to the tested material being incorporated into the project: Certified Test Reports shall indicate the percentage of pozzolan and/or limestone incorporated into the cement. The cement shall be subject to sampling and testing by the Department. Test results that do not meet the physical and chemical requirements may result in the suspension of the use of the cement until the corrections necessary have been taken to insure that the material meets the specifications. April 30, 2009 7 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE. The Contractor shall provide suitable means for storing and protecting the cement against dampness. Cement which, for an reason, has become partially set or which contains lumps of caked cement shall not be used. Cement salvaged from discarded or used bags shall not be used. Delete subsection 701.02 and replace with the following: 701.02 Fly Ash. Fly ash for concrete shall conform to the requirements of ASTM C 618, Class C or Class F with the following exceptions: (1) The loss on ignition shall not exceed 3.0 percent. (2) The CaO in Class F fly ash shall not exceed 18 percent. Fly ash shall be from a preapproved source listed on the Department's Approved Products List. The fly ash intended for use on the project shall have been tested and accepted prior to its use. Certified Test Reports showing that the fly ash meets the specification requirements and supporting this statement with actual test results shall be submitted to the Engineer. Preapproval shall include submission of a report from the supplier documenting the results of testing the fly ash from that source in accordance with the Toxicity Characteristic Leaching Procedure (TCLP) described in 40 CFR 261, Appendix II. The report shall include the results of TCLP testing for heavy metals and other contaminants found in the fly ash. The report shall list the contaminants tested, and the allowable levels for each contaminant tested. A new report shall be submitted for each preapproved source annually. Additional TCLP testing may be required when the Department suspects that the fly ash source may have been contaminated. The fly ash shall be subject to sampling and testing by the Department. Test results that do not meet the physical and chemical requirements may result in the suspension of the use of fly ash until the corrections necessary have been taken to insure that the material meets the specifications. September 2, 2005 REVISION OF SECTIONS 614 AND 630 RETROREFLECTIVE SIGN SHEETING Sections 614 and 630 of the Standard Specifications are hereby revised for this project as follows: In subsection 614.04, first paragraph, delete the second sentence and replace with the following: Retroreflective sheeting shall be Type III as defined in the CDOT Retroreflective Sheeting Materials Guide, and shall conform to subsections 713.04 and 713.06 when applicable. In subsection 614.04, delete the second paragraph and replace with the following: Retroreflective sheeting for all signs requiring a yellow background shall be Type Fluorescent. In subsection 630.02, delete the third and fourth paragraphs, including Table 630-1, and replace with the following: Retroreflective sign sheeting types shall be as defined in the CDOT Retroreflective Sheeting Materials Guide. Retroreflective sheeting shall be one of the types specified for the particular application in Table 630-1. Retroreflective sheeting for all signs requiring an orange or yellow background shall be Type Fluorescent. Table 630-1 RETROREFLECTIVE SHEETING TYPES Sheeting Type III Type Fluorescent Application Work Zone Work Zone All Orange Construction -Signs, Barricades (Temporary) X V.eRical'Panels F' X Flaggers Stop/Slow Paddle X X Non -orange Fixed Support signs X with prefix "W" ­Speci4warnin` STOP sign (Rl-1) YIELD sign (RI-2) WRONG WAY sign (R5-1a) X DO NOT ENTER sign (R5-1) EXIT sign (E5-la) DETOUR sign- IVM All other fixed support signs X X All other signs used only dunng r ' ., working=hours" a }{ X 1 Fluorescent Sheeting shall be of a brand that is on the CDOT Approved Products List. 2 Drum Sheeting shall be manufactured for flexible devices. 3 Fixed support signs are defined as all signs that must remain in use outside of working hours. They shall be mounted in accordance with Standard Plan S-630-1. $ s• k 1 J 7 appL 1Df , , oAo, �TQ U DO`��NI C i 0 , , 'ro 1 , November 3, 2008 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.10 shall include the following after the first paragraph: The Contractor's Superintendent and all others serving in a similar supervisory capacity shall have completed a CDOT-approved two-day Traffic Control Supervisor training as offered by the CCA. The one -day ATSSA Traffic Control Technician (TCT) training along with the two-day ATSSA Traffic Control Supervisor training will serve as an alternate. If the alternate is chosen, the Contractor shall provide written evidence that at least an 80 percent score was achieved in both of the two training classes. The certifications of completion or certifications of achievement for all appropriate staff shall be submitted to the Engineer at the preconstruction conference. In subsection 630.11, delete the fourth paragraph and replace with the following: All covering materials shall be plywood, hard -board, sheet metal, aluminum, corrugated polypropylene or rigid plastic, and shall be durable enough to resist deterioration due to weathering and atmospheric conditions for the duration of the project. Examples are aluminum at least 0.040 inch thick, corrugated polypropylene board, and plywood at least 3/8 inch thick. Adhesives, glues, tapes, or mechanical fasteners that mar the face of the panel to be masked shall not be used. In subsection 630.15 delete the fifth paragraph and replace with the following: The Contractor shall agree to quantities for the following items on a weekly basis when signing the Form 7: Traffic Control Management Day Traffic Control Inspection ' Day'' Flagging Hour Pilot•�Car� , 6ration •Hour; April 7, 2006 REVISION OF SECTION 630 METHOD OF HANDLING TRAFFIC Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.09 (8), delete Table 630-2 and replace with the following: Table 630-2- VERTICAL CLEARANCES TO STRUCTURES Highway Railway Underpasses Underpasses Overhead Wires ,Local -RuraI,;Roads , ' rbah-,Stree -,LoCAI.",UStreetsFeet 1,J "" 3 R 23 '14 " Urban Collectors:,�,,� Rural Arterial Urban Arterial 16 Feet 23 Feet 2 3 Freeways Vertical clearance to sign trusses and pedestrian overpasses shall be 17 feet. 2 Measured from top of rail to bottom of highway structure. All railway clearances are subject to the individual railroad's approval. 3 Communication and power lines of: 0 to 750 volts 18 Feet 750 to 22,000 volts 20 Feet 22,000 to 50,000 volts 22 Feet For voltages over 50,000 volts, increase clearance 1/2 inch for each 1000 volts. August 2, 2007 REVISION OF SECTION 630 NCHRP 350 REQUIREMENTS Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.01, first paragraph, delete the second sentence. In subsection 630.08, delete the second paragraph and replace with the following: Work zone devices designated by FHWA as Category I, II, or III, shall meet NCHRP 350 requirements. Devices designated as Category IV, including but not limited to portable or trailer -mounted devices such as flashing arrow panels, temporary traffic signals, area lighting supports, and changeable message signs. are not required to meet NCHRP 350 requirements. Except for Category IV devices, the Contractor shall obtain and present to the Engineer the manufacturer's written NCHRP 350 certification for each work zone device before it is first used on the project. June 7, 2007 REVISION OF SECTION 630 PAYMENT FOR CONSTRUCTION TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.15 delete the second paragraph and replace with the following: Construction traffic control devices, as determined by the project Traffic Control Plan (TCP), will be paid for as follows: 50 percent of the accepted amount upon first utilization, an additional 40 percent of the accepted amount when 75 percent of the original contract amount has been earned, and the final 10 percent when the project has been completed in accordance with subsection 105.20, exclusive of any maintenance periods. The percent of original contract amount earned will be determined by comparing the amount earned for bid items, other than traffic control devices and mobilization, with the original contract amount minus the amounts bid for traffic control devices and mobilization. August 1, 2005 REVISION OF SECTION 630 PORTABLE SIGN STORAGE Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.12, first paragraph, delete the fifth sentence and replace with the following: When storing portable signs or supports within the project they shall be removed beyond the clear zone and shall not be visible to traffic. All storage areas shall be approved. The minimum clear zone distance shall be 18 feet, measured from the edge of traveled way. If the signs cannot be stored at least 18 feet from the traveled way, they shall be removed. Signs shall not be stored on the paved surface. August 1, 2005 1 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY A. AFFIRMATIVE ACTION REQUIREMENTS Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area are as follows: Goals and Timetable for Minority Utilization Timetable - Until Further Notice Economic Standard Metropolitan Counties Goal Area Statistical Area SMSA Involved 157 2080 Denver -Boulder Adams, Arapahoe, Boulder, Denver, (Denver) Douglas, Gilpin, Jefferson ................... 13.8% 2670 Fort Collins Larimer................................................ 6.9% 3060 Greeley Weld .................................................... 13.1% Non SMSA Counties Cheyenne, Clear Creek, Elbert, Grand, Kit Carson, Logan, Morgan, Park, Phillips, Sedgwick, Summit, Washington & Yuma ............................ 12.8% 158 1720 Colorado Springs El Paso, Teller ................ :.................... 10.9% (Colo. Spgs. - 6560 Pueblo Pueblo ................................................. 27.5% Pueblo) Non SMSA Counties Alamosa, Baca, Bent, Chaffee, Conejos, Costilla, Crowley, Custer, Fremont, Huerfano, Kiowa, Lake, Las Animas, Lincoln, Mineral, Otero, Prowers, Rio Grande, Sa uache........ 19.0% 159 Non SMSA Archuleta, Delta, Dolores, Eagle, (Grand Junction) Garfield, Gunnison, Hinsdale, La Plata, Mesa, Moffat, Montezuma, Montrose, Ouray, Pitkin, Rio Blanco, Routt, San Juan, San Mi uel 10.2% 156 (Cheyenne - Non SMSA Jackson County, Colorado .................. 7.5% Casper WY) GOALS AND TIMETABLES FOR FEMALE UTILIZATION Until Further Notice......................................................................................................................6.9% Statewide August 1, 2005 2 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in ,the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non -federally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts meet the goals established for the geographical area where the contract resulting form this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Par 60-4. Compliance with the ooals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this specification, and in the contract resulting from this solicitation, the "covered area" is the county or counties shown on the Invitation for Bids and on the plans. In cases where the work is in two or more counties covered by differing percentage goals, the highest percentage will govern. August 1, 2005 3 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY B. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these Specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority" includes; (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractor toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered Construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any office of Federal Contract Compliance Programs Office or from Federal procurement contracting officers. The. Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. August 1, 2005 4 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following; a. Ensure and maintain a working environment free of harassment, intimidation , and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its union have employment opportunities available, and maintain a record of the organization's responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source of community organization and of what action was taken with respect to each individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when he Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. ' f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc., by specific review of the policy with all management personnel and with all minority and female employees at least once a year, and by posting the Contractor's EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. August 1, 2005 5 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY g. Review, at least annually, the Contractor's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foreman, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, .provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's workforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. I. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc. such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and Contractor's activities are nonsegregated except that separate or single - user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisor's adherence to and performance under the Contractor's EEO policies and affirmative action obligation. DOCUMENTATION Aerial Photographs Colorado Aerial Photograph Service, Denver, Colorado. Historic Maps Fort Collins, Colorado Quadrangle, 7.5-minute series, U.S. Geological Survey, 1960 photo revised 1984. Federal and State Database Review Environmental FirstSearch Network, West Chester, Pennsylvania State and Local Agency Contacts Larimer County Department of Health and Environment, Fort Collins, Colorado. Poudre Fire Authority, Fort Collins, Colorado. Previous Reports Phase I ESA, C.J. Streit Properties, Fort Collins, Stewart Environmental Consultants, Inc. Hazardous Materials Technical Report, Mason Street Corrridor Prospect Road to Harmony Road, Stewart Environmental Consultants, Inc., August 2003. Interviews Mr. Dominic Leffler, Hazardous Waste Coordinator with CSU. Kumar & Associates, Inc. August 1, 2005 6 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor - union contractor -community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in `the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goal and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even thought the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13 The Contractor in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form, however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). August 1, 2005 7 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY C. SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES. 1. General. a. Equal employment opportunity requirements not to discriminate and to take affirmative action to assure equal employment opportunity as required by Executive Order 11246 and Executive Order 11375 are set forth in Required Contract. Provisions (Form FHWA 1273 or 1316, as appropriate) and these Special Provisions which are imposed pursuant to Section 140 of Title 23, U.S.C., as established by Section 22 of the Federal -Aid highway Act of 1968. The requirements set forth in these Special Provisions shall constitute the specific affirmative action requirements for project activities under this contract and supplement the equal employment opportunity requirements set forth in the Required Contract provisions. b. The Contractor will work with the State highway agencies and the Federal Government in carrying out equal employment opportunity obligations and in their review of his/her activities under the contract. c. The Contractor and all his/her subcontractors holding subcontracts not including material suppliers, of $10,000 or more, will comply with the following minimum specific requirement activities of equal employment opportunity: (The equal employment opportunity requirements of Executive Order 11246, as set forth in Volume 6, Chapter 4, Section 1, Subsection 1 of the Federal -Aid Highway Program Manual, are applicable to material suppliers as well as contractors and subcontractors.) The Contractor will include these requirements in every subcontract of $10,000 or more with such modification of language as is necessary to make them binding on the subcontractor. 2. Equal Employment Opportunity Policy. The Contractor will accept as his operating policy the following statement which is designed to further the provision of equal employment opportunity to all persons without regard to their race, color, religion, sex, or national origin, and to promote the full realization of equal employment opportunity through a positive continuing program; It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, or national origin. Such action shall include; employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms_ of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training. 3. Equal Employment Opportunity Officer. The Contractor will designate and make known to the State highway agency contracting officers and equal employment opportunity officer (herein after referred to as the EEO Officer) who will have the responsibility for an must be capable of effectively administering and promoting an active contractor program of equal employment opportunity and who must be assigned adequate authority and responsibility to do so. 4. Dissemination of Policy. a. All members of the Contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the Contractor's equal employment opportunity policy and contractual responsibilities to provide equal employment opportunity in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum; (1) Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the Contractor's equal employment opportunity policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer or other knowledgeable company official. August 1, 2005 8 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY (2) All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer or other knowledgeable company official, covering all major aspects of the Contractor's equal employment opportunity obligations within thirty days following their reporting for duty with the Contractor. (3) All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer or appropriate company official in the Contractor's procedures for locating and hiring minority group employees. b. In order to make the Contractor's equal employment opportunity policy known to all employees, prospective employees and potential sources of employees, i.e., schools, employment agencies, labor unions (where appropriate), college placement officers, etc., the Contractor will take the following actions: (1) Notices and posters setting forth the Contractor's equal employment opportunity policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. (2) The Contractor's equal employment opportunity policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 5. Recruitment. a. When advertising for employees, the Contractor will include in all advertisements for employees the notation; "An Equal Opportunity Employer." All such advertisements will be published in newspapers or other publications having a large circulation among minority groups in the area from which the project work force would normally be derived. b. The Contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants, including, but not limited to, State employment agencies, schools, colleges and minority group organizations. To meet this requirement, the Contractor will, through his EEO Officer, identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the Contractor for employment consideration. In the event the Contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the Contractor's compliance with equal employment opportunity contract provisions. (The U.S. Department of Labor has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the Contractor to do the same, such implementation violates Executive Order 11246, as amended.) c. The Contractor will encourage his present employees to refer minority group applicants for employment by posting appropriate notices or bulletins in areas accessible to all such employees. In addition, information and procedures with regard to referring minority group applicants will be discussed with employees. 6. Personnel Actions. Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, or national origin. The following procedures shall be followed; a. The Contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. August 1, 2005 9 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY b. The Contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The Contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the Contractor will promptly take corrective- action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The Contract will promptly investigate all complaints of alleged discrimination made to the Contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the Contractor will inform every complainant of all of his avenues of appeal. 7. Training and Promotion. a. The Contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the Contractor's work force requirements and as permissible under Federal and State regulations, the Contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. c. The Contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The Contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 8. Unions. If the Contractor relies in whole or in part upon unions as a source of employees, the Contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women with the unions, and to effect referrals by such unions of minority and female employees. Actions by the Contractor either directly or thorough a contractor's association acting as agent will include the procedures set forth below: a. The Contractor will ,use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The Contractor will use best efforts to incorporate an equal employment opportunity clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, or national origin. c. The Contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the Contractor, the Contractor shall so certify to the State highway department and shall set forth what efforts have been made to obtain such information. August 1, 2005 10 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY In the event the union is unable to provide the Contractor with a reasonable flow of minority and women referrals within he time limit set forth in the collective bargaining agreement, the Contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion , sex or national origin; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the Contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the Contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such Contractor shall immediately notify the State highway agency. 9. Subcontracting. a. The Contractor will use his best efforts to solicit bids from and to utilize minority group subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of minority -owned construction firms from State highway agency personnel. b. The Contractor will use his best efforts to ensure subcontractor compliance with their equal employment opportunity obligations. 10. Records and Reports. a. The Contractor will keep such records as are necessary to determine compliance with the Contractor's equal employment opportunity obligations. The records kept by the Contractor will be designed to indicate: (1) The number of minority and nonminority group members and women employed in each work classification on the project. (2) The Progress and efforts being made in cooperation with unions to increase employment opportunities for minorities and women (applicable only to contractors who rely in whole or in part on unions as a source of their work force). (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees, and (4) The progress and efforts being made in securing the services of minority group subcontractors or subcontractors with meaningful minority and female representation among their employees. b. All such records must be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the State highway agency and the Federal Highway Administration. c. The Contractors will submit an annual report to the State highway agency each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form PR 1391. April 2, 2008 1 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS (a) Definitions and Procedures For this project, the following terms are defined: 1. Disadvantaged Business Enterprise (DBE). A small business concern that is certified as being: A. At least 51 percent owned by one or more socially and economically disadvantaged individuals or, in the case of any publicly owned business, at least 51 percent of the stock of which is owned by one or more socially and economically disadvantaged individuals; and B. Whose management and daily business operations are controlled by one or more of the socially and economically disadvantaged individuals who own it. C. Socially and economically disadvantaged individual means any individual who is a citizen (or lawfully admitted permanent resident) of the United States and who is: (1) Any individual whom the Colorado Department of Transportation Office of Certification or the City and County of Denver Division of Small Business Opportunity (DSBO) finds to be a socially and economically disadvantaged individual. (2) Any individual in the following groups, members of which are rebuttably presumed to be socially and economically disadvantaged: a. "Black Americans," which includes persons having origins in any of the Black racial groups of Africa; b. "Hispanic Americans," which includes persons of Mexican, Puerto Rican, Cuban, Dominican, Central or South American, or other Spanish or Portuguese culture or origin, regardless of race; c. "Native Americans," which includes persons who are American Indians, Eskimos, Aleuts, or Native Hawaiians; d. "Asian -Pacific Americans," which includes persons whose origins are from Japan, China, Taiwan, Korea, Burma (Myanmar), Vietnam, Laos, Cambodia (Kampuchea), Thailand, Malaysia, Indonesia, the Philippines, Brunei, Samoa, Guam, the U.S. Trust Territories of the Pacific Islands (Republic of Palau), the Commonwealth of the Northern Marianas Islands, Macao, Fiji, Tonga, Kirbati, Juvalu, Nauru, Federated States of Micronesia, or Hong Kong; e. "Subcontinent Asian Americans," which includes persons whose origins are from India, Pakistan, Bangladesh, Bhutan, the Maldives Islands, Nepal or Sri Lanka; f. 'Women", which means females of any ethnicity; g. "Other," which means any additional groups whose members are designated as socially and economically disadvantaged by the Small Business Administration (SBA), at such time as the SBA designation becomes effective and/or individuals who have been determined to be socially and economically disadvantaged based on the criteria for social and economic disadvantage. 2. Underutilized DBE (UDBE). A firm which meets the definition of DBE above and is eligible to meet the contract goal as defined in the project special provision titled "Contract Goal." 3. DBE Joint Venture. Joint venture means an association of a DBE firm and one or more other firms to carry out a single, for -profit business enterprise, for which the parties combine their property, capital, efforts, skills and knowledge, and in which the DBE is responsible for a distinct, clearly defined portion of April 2, 2008 2 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS the work of the contract and whose share in the capital contribution, control, management, risks, and profits of the joint venture are commensurate with its ownership interest. A DBE joint venture must be certified as a joint venture by the Business Programs Office at CDOT. A. For those projects set -aside for bidding by UDBEs only; all of the partners in a joint venture must be UDBEs and certification of the joint venture will not be required. B. For all projects other than the set -aside projects discussed in A. above; one of the partners in a joint venture must be a DBE. The DBE percentage of the joint venture will be determined at the time of certification. 4. Contract Goal. The goal for UDBE participation that the Department determines should appropriately be met by the successful bidder. Contract goal will be the percentage stated in the invitation for bids and in the project special provisions. Successful bidders that are awarded a Contract based on good faith efforts shall continue to make good faith efforts through the period of time that work on the project is in process, to provide for additional UDBE participation toward meeting the goal. Good Faith Efforts. It is the obligation of the bidder to make good faith efforts to meet the contract goal prior to the bid opening. The bidder can demonstrate that it has done so either by meeting the contract goal or by documenting good faith efforts made. CDOT will evaluate only the good faith efforts made by the contractor prior to the bid opening. Any UDBE Participation submitted on Form 715 that exceeds the participation submitted on Form 714 will be accepted as additional UDBE participation, but will not be counted as Good Faith Efforts and will not exempt a contractor from fulfilling the Good Faith Efforts requirements. The apparent low bidder shall report all efforts made including but not limited to the efforts required on Form 718. The efforts employed by the bidder should be those that one could reasonably expect a bidder to take if the bidder were actively and aggressively trying to obtain UDBE participation sufficient to meet the DBE contract goal. In determining whether a bidder has made good faith efforts, CDOT may take into account the performance of other bidders in meeting the contract. For example, when the apparent successful bidder fails to meet the, contract goal, but others meet it, CDOT may reasonably raise the question of whether, with additional reasonable efforts, the apparent successful bidder could have met the goal. If the apparent successful bidder fails to meet the goal, but meets or exceeds the average UDBE participation obtained by other bidders, .CDOT may view this, in conjunction with other factors, as evidence of the apparent successful bidder having made good faith efforts. The Business Programs Office, with the DBE Liaison's Approval, will notify the apparent low bidder by fax regarding any deficiencies in the documentation and effort demonstrated by the bidder. This fax will include the Business Programs Office's recommendation to the DBE Liaison Officer regarding whether the good faith effort demonstrated was sufficient for the bidder to be regarded as responsible. If the bidder may be regarded as responsible but with minor deficiencies in its good faith effort, the bidder will be expected to correct any deficiencies noted prior to bidding on other CDOT projects. Within five working days of being informed by the Business Programs Office that it is not a responsible bidder because it has not documented sufficient good faith efforts, a bidder may request administrative reconsideration from the Good Faith Efforts (GFE) Committee, which will not have played any role in the original determination that the bidder did not document sufficient good faith efforts. The bidder should make this request to: Good Faith Efforts Committee Fax: 303-757-9019 Phone: 303-757-9234 As part of this reconsideration, the bidder will have the opportunity to provide written documentation or argument concerning the issue of whether it met the goal or made adequate good faith efforts prior to the bid opening to do so. The bidder will also have the opportunity to meet in person with CDOT's GFE Committee to discuss the issue of whether it met the goal or made adequate good faith efforts prior to the bid opening to do so. The Business Programs Office, with the DBE Liaison's Approval, will send the April 2, 2008 3 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS bidder a written decision on reconsideration, explaining the basis for finding that the bidder did or did not meet the goal or make adequate good faith efforts prior to the bid opening to do so. The GFE Review Committee will make a recommendation to the DBE Liaison Officer. The DBE Liaison Officer will review the good faith efforts documentation and the recommendation of the GFE Review Committee, determine whether the required efforts are sufficient for award and notify the Chief Engineer of this finding. The Chief Engineer will make the final decision regarding award. There will be no administrative appeal of the Chief Engineer's decision. If award of the Contract is made based on the Contractor's good faith efforts, the goal will not be waived. The Contractor will be expected to continue to make good faith efforts as described below throughout the duration of the Contract. To demonstrate Good Faith Efforts to meet the contract goal throughout the performance of the Contract, the Contractor shall document to the CDOT Region Civil Rights Professional the steps taken on Form 205. For each subcontract item not identified for DBE participation on Form 718, steps the Contractor must take include but are not limited to the following: A. Seek out and consider UDBEs as potential subcontractors. (1) Contact all UDBEs for each category of work that is being subcontracted. (2) Affirmatively solicit their interest, capability, and price quotations. (3) Provide equal time for all prospective subcontractors to prepare their proposals. (4) Provide at least as much time to UDBEs in assisting them to prepare their bids for subcontract work as to non UDBE subcontractors. (5) Award subcontracts to UDBEs where their quotations are reasonably competitive with other quotations received. B. Maintain documentation of UDBEs contacted and their responses. (1) Maintain a list of UDBEs contacted as prospective subcontractors. (2) Maintain thorough documentation of criteria used to select each subcontractor. (3) Where a UDBE expressed an interest in a subcontract and made a quotation, and where the work was not awarded to a UDBE, furnish a detailed letter explaining the reasons. (b) Certification as a DBE by the Department 1. Any contractor may apply to the Colorado Department of Transportation Office of Certification or the City and County of Denver Division of Small Business Opportunity (DSBO) for status as a DBE. Application shall be made on the USDOT's Uniform Certification Application Form as provided by these agencies for certification of DBEs. Application need not be made in connection with a particular bid. Only work contracted to UDBE contractors or subcontracted to UDBEs and independently performed by UDBEs shall be considered toward contract goals as established elsewhere in these specifications. 2. It shall be the Contractor's responsibility to submit applications so that the certifying agency has sufficient time to render decisions. The certifying agency will review applications in a timely manner but is not committed to render decisions about a firm's DBE status within any given period of time. 3. The Department will publish an online directory of DBE contractors, vendors and suppliers for the purpose of providing a reference source to assist any bidder in identifying DBEs and UDBEs. Bidders will be solely responsible for verifying the Certification of DBEs they intend to use prior to submitting a proposal. The directory is updated daily by the certifying agencies and is accessible online at http://www.dot.state.co.us/app_ucp/ . 4. Bidders shall exercise their own judgments in selecting any subcontractor to perform any portion of the work. 5. Permission for a DBE/non-DBE joint venture to bid on a specific project may be obtained from the Business Programs Office based on information provided by the proposed joint venture on Form 893, April 2, 2008 4 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS "Information For Determining DBE Participation When A Joint Venture Includes A DBE". Joint applications should be submitted well in advance of bid openings. (c) Bidding Requirements All bidders shall submit with their proposals a fully executed Form 714 including a list of the names of their UDBE subcontractors to meet the contract goal. The apparent low bidder shall submit a fully executed Form 715 for each UDBE used to meet the contract goal (sample attached) no later than 4:00 p.m. on the third work day after the date of bid opening to the Business Programs Office in the Center for Equal Opportunity. Form 715 may be submitted by FAX, at Fax number (303)757-9019, with an original copy to follow. If the contract goal is not met, the apparent low bidder shall submit a completed Form 718 and corresponding evidence of good faith efforts no later than 4:00 on the day following the bid opening to the Business Programs Office in the Center for Equal Opportunity. CDOT Form No. 718 may be submitted by FAX, at Fax number (303)757-9019, with an original copy to follow. A copy of Form 718 is incorporated into this specification. 2. The award of Contract, if awarded, will be made to the lowest responsible bidder that will meet or exceed the contract goal or, if the goal will not be met, is able to demonstrate that good faith efforts were made to meet the goal. Good faith efforts are explained in (a) of this special provision. 3. The use of the UDBE firms named on Form 714 or on a Form 715, for the items of work described, is a condition of award. The replacement of a named UDBE firm will be allowed only as provided for in (e) of this special provision. Failure to comply will constitute grounds for default and termination of the Contract. 4. Contractor's DBE Obligation. The prime Contractor bidding on construction projects advertised by the Department agrees to ensure that Disadvantaged Business Enterprises (DBEs), as defined in this special provision, have equal opportunity to participate in the performance of contracts or subcontracts financed in whole or in part with Federal or State funds. The prime Contractor shall not discriminate on the basis of race, color, national origin, or sex in the bidding process or the performance of contracts. To ensure that UDBEs are offered equal opportunity to participate in the performance of contracts, it is the responsibility of the prime Contractor to offer and to provide assistance to UDBEs related to the UDBE performance of the subcontract. However, the UDBE must independently perform a commercially useful function on the project. (d) Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal 1. Once a firm has been certified as a DBE the total dollar amount of the contract awarded to the firm shall be counted toward CDOT's annual DBE goal and the contract goal as explained below, and as modified for the project in the project special provisions titled "Contract Goal." 2. The actual dollar total of a proposed subcontract, supply or service contract with any DBE firm shall be reported to the Department using Form 713. A Form 713 for subcontracts is to be submitted with the Form 205 and receipt will be a condition of approval. The eligibility of a proposed DBE subcontractor will be finally established based on the firm's status at the time of Form 205 approval. A Form 713 for a supply or service contract is to be submitted once a contract has been fully executed so the Department will be able to report the DBE participation in a timely manner. The eligibility of a DBE supplier or service firm will be finally established as of the date the Form 713 is received by the Department. A Form 205 is not required for a supply or service contract. If a firm becomes certified as a DBE during performance under a fully executed contract with CDOT but prior to the DBE performing any work, then 100 percent of the work performed by the firm under that contract may be claimed as eligible work. April 2, 2008 5 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS 3. The Contractor may count toward its contract goal the percentage of the total dollar amount of a contract with a Department certified joint venture that equals the percentage of the ownership and control of the UDBE partner in a joint venture. 4. A. The Contractor may count toward its contract goal only that percentage of expenditures to UDBEs which independently perform a commercially useful function in the work of a contract. A DBE is considered to be performing a commercially useful function by actually performing, managing, and supervising the work involved. To determine whether a DBE is performing a commercially useful function, the Department will evaluate the amount of work subcontracted, work performed solely by the DBE, industry practices, and other relevant factors. B. A DBE may enter into subcontracts consistent with normal industry practices. If a DBE does not perform or exercise responsibility for at least 30 percent of the total cost of its contract with its own work force, or the DBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, the DBE shall be presumed not to be performing a commercially useful function. The DBE may present evidence to rebut this presumption to the Department. The Contractor may count toward its contract goal the percentage of expenditures for transportation services obtained from UDBE trucking firms, provided the UDBE controls the trucking operations for which it seeks credit. A UDBE trucking firm must have at least one truck and driver of its own, but it can lease trucks owned by others, both DBEs and non -DBEs, including owner -operators. For work done with its own trucks and drivers, and for work done with DBE lessees, the UDBE trucking firm receives credit for all transportation services provided. For work done with non -DBE lessees, the UDBE trucking firm gets credit only for the fees or commissions it receives for arranging the transportation services, because the services themselves are being performed by non -DBEs. 6. The Contractor may count toward its contract goal the percentage of expenditures for materials and supplies obtained from UDBE suppliers (regular dealers) and manufacturers, provided that the UDBEs assume the actual and contractual responsibility for and actually provide the materials and supplies. A. The Contractor may count 100 percent of its expenditures to a UDBE manufacturer. A DBE manufacturer is a certified firm that operates or maintains a factory or establishment that produces on the premises the materials or supplies obtained by the Contractor. B. The Contractor may count 60 percent of its expenditures to UDBE suppliers (regular dealers) that are not manufacturers, provided that the DBE supplier performs a commercially useful function in the supply process. A DBE supplier (regular dealer) is a certified firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of the Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a supplier (regular dealer) the firm must engage in, as its principal business and in its own name, the purchase and sale of the products in question. A supplier in such bulk items as steel, cement, gravel, stone, and petroleum products need not keep such products in stock, if it owns or operates distribution equipment. Brokers and packagers shall not be regarded as manufacturers or suppliers within the meaning of this section. C. The Contractor may count toward its contract goal the following expenditures to UDBE firms that are not manufacturers or suppliers (regular dealers): (1) The fees or commissions charged for providing a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials or supplies required for performance of the Contract, provided that the fee or commission is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. (2) The fees charged for delivery of materials and supplies required to a job site (but not the cost of the materials and supplies themselves) when the hauler, trucker, or delivery service is not also 3 _ a a $ .� .p' t�'b• r k E aw 5 c • e. r t � , e 'Li e Y a r arp °1ID0 o GOIGC�Oo �tl o LL : , - k r - i c April 2, 2008 6 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS the manufacturer of or a supplier of the materials and supplies, provided that the fee is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. (3) The fees or commissions charged for providing any bonds or insurance specifically required for the performance of the Contract, provided that the fee or commission is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. 7. To determine the goals achieved under this Contract the participation as described in (d) of this special provision shall be divided by the original prime Contract amount and multiplied by 100 to determine the percentage of performance. The Contractor shall maintain records of payment that show amounts paid to all DBEs. Upon completion of the project, the Contractor shall submit a Form 17 listing all DBEs that participated in this Contract, the subcontract tier number of each, and the dollar amount paid to each. This dollar amount shall include payments made by nonDBE subcontractors to DBE subcontractors. The Contractor shall certify the amount paid, which may be audited by the Department. When there is no participation by DBEs, the Contractor shall submit a Form 17 that indicates no participation and gives reasons why there was no participation. CDOT will not count the participation of a DBE subcontractor toward the prime contractor's UDBE achievements or CDOT's overall DBE goal until the amount being counted toward the goal has been paid to the DBE. (e) Replacement of UDBE Subcontractors used to meet the contract goal Based upon a showing of good cause the Contractor may request that a UDBE named on Form 714 or on a Form 715 be replaced with another UDBE pursuant to the terms and conditions of this special provision. In the event that the Contractor is able to both document the need and to offer a replacement UDBE who can perform the work at a reasonable cost, the CDOT Region Civil Rights Professional will approve the replacement at no additional cost to the Department. Replacements will be allowed only with prior written approval of the Region Civil Rights Professional. 1. If a replacement is to be requested prior to the time that the named UDBE has begun to effectively prosecute the work under a fully executed subcontract, the Contractor shall furnish to the Region Civil Rights Professional the following: A. Written permission of the named UDBE. Written permission may be waived only if such permission cannot be obtained for reasons beyond the control of the Contractor. B. A full written disclosure of the circumstances making it impossible for the Contractor to comply with the condition of award. C. Documentation of the Contractor's assistance to the UDBE named on Form 714 or on Form 715. D. Copies of any pertinent correspondence and documented verbal communications between the Contractor and the named UDBE. E. Documentation of the Good Faith Efforts in finding a replacement UDBE subcontractor and the results of the efforts. It is within the control of the Contractor to locate, prior to award, DBEs that offer reasonable prices and that could reasonably be expected to perform the work. For this reason, increased cost shall not, by itself, be considered sufficient reason for not providing an in -kind replacement. 2. In the event a UDBE subcontractor begins to prosecute the work and is unable to satisfactorily complete performance of the work, the Contractor shall furnish to the Region Civil Rights Professional the following: A. Documentation that the subject UDBE subcontractor did not perform in a satisfactory manner. April 2, 2008 7 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS B. Documentation of the Contractor's assistance to the UDBE subcontractor prior to finding the UDBE subcontractor in default. C. A copy of the certified letter finding the UDBE to be in default or a letter from the UDBE stating that it cannot complete the work and it is turning the work back to the Contractor. D. Copy of the contract between the Contractor and the UDBE subcontractor, plus any modifications thereto. E. Documentation of the Good Faith Efforts in finding a replacement UDBE subcontractor and the results of the efforts. In the event the Contractor is able to locate a replacement UDBE who can perform work at a reasonable cost to the Contractor, and also demonstrates to the satisfaction of the Department that prior to bid it had reason to believe that the named UDBE firm was responsible and not expected to default, the Department may modify or renegotiate the Contract to compensate the Contractor for any reasonable extra costs, because of a higher price in the proposal of the replacement UDBE subcontractor than that of the original UDBE subcontractor who failed to perform. Provided, however, that the Department will not be obligated to participate in any increased cost to the Contractor if the UDBE that fails to perform has a recent history of performance failure or default that was either known, or should have been known, to the Contractor prior to award. 3. If the Contractor is unable to locate a UDBE replacement that is both interested in and capable of performing the work at a reasonable cost, the Department may waive the requirement that the work be performed by a UDBE and the Contractor shall provide for the satisfactory completion of the work at no additional cost to the Department. (f) Sanctions. It is the obligation of the Contractor to provide DBE firms with equal opportunity to participate in the performance of the work. It is the responsibility of DBE firms to perform their work in a responsible manner fully consistent with the intent of the DBE program, and in substantial compliance with the terms and conditions of these DBE definitions and requirements. DBE firms which fail to perform a commercially useful function as described in subsection (d) of these DBE definitions and requirements or operate in a manner which is not consistent with the intent of the DBE program may be subject to revocation of certification. A finding by the Department that the Contractor has failed to comply with the terms and conditions of these DBE definitions and requirements shall constitute sufficient grounds for default and termination of the Contract in accordance with subsection 108.09 of the specifications. Attachments: Form 714 Form 715 Form 718 COLORADO DEPARTMENT OF TRANSPORTATION Project #: BIDDERS LIST DATA and UNDERUTILIZED Location: DBE (UDBE) BID CONDITIONS ASSURANCE Prime Contractor Instructions: This form has two sections, both must be completed and submitted with your bid. Complete Section I to list all subcontract quotes received (non -DBE and DBE). Complete Section II to report only Underutilized DBE (UDBE) participation percentages which qualify under the contract goal specification for this project. Please review CDOT Form #715 instructions before completing Section II. Attach additional sheets as necessary. POLICY It is the policy of the Colorado Department of Transportation that underutilized disadvantaged business enterprises have equal opportunity to participate on projects financed with federal, state or local entity funds. Consistent with 49 Code of Federal Regulations (CFR) Part 26.11, the Bidders List data provided by the Contractors will provide CDOT as accurate data as possible about the universe of DBE and non -DBE firms actively seeking work on its highway construction contracts, for use in setting overall DBE goals. SECTION I: CDOT BIDDERS LIST INFORMATION (Non -DBEs and DBEs) 1) Are all subcontract bids (quotes) received by your firm for this project listed below? ❑ Yes ❑ No 2) If No, make certain any additional subcontract bidding information is submitted to the CDOT Business Programs Office before 4:00 pm on the day after bids are opened to ensure CDOT has the best data possible for setting future DBE goals (use the same table format as below): CDOT Business Programs Office 4201 E. Arkansas Ave., Room 200 Denver, Colorado 80222 FAX: 303-757-9019 EMAIL: eo@dot. state. co. us 3) The most recent CDOT Bidders List will be posted online at: www.dot.state.co.us/EEO/DBEProgramPage.htm Name of firm submitting Bid/Quote Certified DBE firm? Yes No Work item(s) description Firm being used? Yes No 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Page 1 of 2 Previous editions are obsolete and may not be used CDOT Form #714 4/08 Name of firm submitting Bid/Quote Certified DBE firm? Yes No Work item(s) description Firm being used? Yes No 15. 16. 17. 18. 19. 20. SECTION II: UNDERUTILIZED DBE (UDBE) PARTICIPATION COMMITMENT 1) Total eligible Underutilized DBE (UDBE) percentage amount from Box A below: % 2) Will your company's Underutilized DBE (UDBE) participation commitment meet the contract goal? ❑ Yes ❑ No 3) List the UDBE firms, committed work items, and eligible UDBE percentage of your bid committed to each. UDBE Firm name Certification # Committed work item(s) °i° Commitment toward DBE Goal" 1. % 2. % 3. % 4. % 5. % BOX A: TOTAL ELIGIBLE UDBE PERCENTAGE AMOUNT (Round to nearest hundredth) -- % Detailed instructions on how to calculate DBE commitment amounts are available on CDOT Form #715 and in the "Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal" section of the "DBE — Definitions and Requirements" in the Standard Special Provisions. I understand that, if my company is determined to be the low bidder for the contract on this project, I must submit a completed CDOT Form #715 CERTIFICATION OF UNDERUTILIZED DBE PARTICIPATION for each firm listed in Section 11 of this form to the Transportation Department by 4:00 pm on the third work day after the day bids are opened. The actual amounts submitted on each CDOT Form #715 must equal or exceed the DBE percentage commitments documented on this form. In addition, if my company does not meet the DBE/UDBE goal for this project, I must submit a completed CDOT Form #718 DBE GOOD FAITH EFFORT DOCUMENTATION before 4:00 pm on the day after bids are opened. CDOT Form #715s submitted for firms not included on this form, OR for amounts exceeding those listed on this form, will be accepted but NOT counted as Good Faith Efforts. Only the efforts the contractor made prior to the bid opening will count as Good Faith Efforts. I understand my obligation to abide by the Policy stated above Section I. 1 shall not discriminate on the basis of race, color, age, sex, national origin, or handicap in the bidding process or the performance of contracts. I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE IN THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. Company Name: Date: Company Officer Signature: Title: duc 4 u1 c Previous eamons are oosoiete ana may not oe usea CDOT Form #714 4/08 COLORADO DEPARTMENT OF TRANSPORTATION Project No.: CERTIFICATE OF PROPOSED . UNDERUTILIZED DBE (UDBE) Project Code (SA#): PARTICIPATION Location: Form #: of Prime Contractor — Send completed/signed form to the Business Programs Office (instructions on second page). The "Eligible UDBE Amounts" submitted on this form must equal or exceed the commitment(s) documented on the CDOT Form 714 you submitted with your bid. For the complete list of certified DBE/UDBE firms and their DBE work codes go to http://www.dot.state.co.us/app_ucp/ NOTE: See 49 CFR part 26.55, and the "DBE - Definitions and Requirements" in the Standard Special Provisions, for further information concerning counting DBE participation of truckers, subcontractors, suppliers and service providers toward the project's UDBE goal. PART 1a — TRUCKING CONTRACT If the UDBE is being used as a trucker for one or more "trucking" DBE work codes (25500, 25505 etc.) then: • ACTUAL UDBE AMOUNT = Actual contract amount for the transportation services provided by the UDBE firm and any UDBE lessees. • ELIGIBLE UDBE TRUCKING AMOUNT = l (ACTUAL UDBE AMOUNT) — (Any non-UDBE lessee amounts in this contract)* I For work done on this UDBE contract with non-UDBE lessees, credit toward the project UDBE goal is given only for the broker fees or commissions the UDBE trucker receives for arranging the transportations services, because the services themselves are being performed by non-UDBEs. NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE TRUCKING AMOUNT $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list of work codes is at http.//www.dot.state. co. us/app ucp/ PART 1 b — SUBCONTRACT -, ■ ELIGIBLE UDBE SUBCONTRACT AMOUNT = (Actual UDBE contract amount) —'(Any non=UDBE lower tie amounts in this contract)* Work that a UDBE subcontracts to a lower tier non-UDBE firm does not count towardahe:projeet UDBE,goal. NAME OF UDBE FIRM CERTIFICATION # E 0'kI TlbN ,DATE,', 'ELIGIBLE UDBE SUBCONTRACT AMOUNT 'N DBE WORK CODE NUMBER(S) THIS UDBE IS BEING:USED FOR \ Complete list of work codes is at http://www.dot.state cows/app�ucp/ j w PART 1c — SUPPLY CONTRACT If the supplier is a UDBE with a 'Type \field of Manufacturer" for the item(s): ELIGIBLE al UDBE contract a ] 'with "Regular a�e Typfield oft If the suppler is a IJdDBE Dealer" for the item(s): ■ ELIGIBLE UDBESUPPLYAMOUNT= [ (Actual UDBE contract amount) X 60% NOTE: If the supplier is a;UDBE with a "Type" field of "Broker" for the item(s) use PART 1d — BROKER / SERVICE CONTRACT. NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE SUPPLY AMOUNT / / $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list of work codes is at http://www.dot.state.co.us/app ucp/ PART I — BROKER / SERVICE CONTRACT If purchasing materials or supplies through a UDBE with a "Type" field of "Broker", count only the amount of brokerage commission and/or delivery service fees included in the contract. Other examples of services to include in this section are bonding, brokering, consulting, security guards, and insurance etc. • ELIGIBLE UDBE SERVICE FEE AMOUNT = Actual compensation retained by the UDBE broker/agent for services rendered* * The amounts that count toward UDBE goals are limited to the compensation retained by the UDBE broker/agent for services rendered, provided the fee/commission is determined by CDOT to be reasonable and not excessive as compared with fees customarily charged for similar services. NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE SERVICE FEE AMOUNT I i $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list of work codes is at http://www.dot.state.co.us/app ucp/ Original — Business Programs Office Previous editions may not be used CDOT Form 715 — Page 1 of 2 1/06 PART 2 - UDBE PARTICIPATION SUMMARY A) What is the total dollar value of this proposed trucking, subcontract, supply, OR broker/service contract that is eligible for counting toward contract goals? A = [ TOTAL FROM "ELIGIBLE" COLUMNS IN PART 1 ] A> NOTE: Provide in actual subcontractor dollars and not prime contract prices. B) What is the total dollar value of proposed subcontracts that are eligible for counting towards B> contract goals from prior sheets/forms? C) What is the accumulative value of proposed subcontracts that are eligible for counting towards contract goals? C> C=[A + B] D) What is the original contract bid total? D> E) What is the accumulative percent of contract bid total subcontracted to all underutilized DBEs? E=[(C + D) X 100] E> PART 3 - UDBE CONFIRMATION` I confirm that my company is participating in this contract as documented in the Prime Contractoris commitments) in PART 1 of this form. Only the value of the work that my company is actually performing .is..being counted on=this form. UDBE Firm Name: Date: UDBE Representative Signature and Title: PART 4 - PRIME CONTR • my company has met the contracted,Qk DBE. goalsCor'has submitted a completed CDOT Form #718. N 77 • my company has acceptelw d a proposal from;the UDBE named above. • my company has notified4ffie proposed UDBE of the contracted UDBE commitment. my company has ensiired�ihat t4proposed UDBE has signed PART 3 of this form. • my company!'s use ofzthe.pe6posed UDBE for the items of work listed above is a condition of the contract award. • my company\will invite.the-proposed UDBE to attend the preconstruction conference. • my company will}nolt use a substitute UDBE for the proposed UDBE's failure to perform under a fully executed subcontract, unless my company complies with the definitions and requirements section of the DBE Special Provisions. • 1 understand that failure to comply with the information shown on this form will be considered grounds for contract termination. I declare under penalty of perjury in the second degree, and any other applicable state or federal laws, that the statements made on this document are true and complete to the best of my knowledae. Prime Contractor Name: Officer Signature and Title: FORM INSTRUCTIONS Prime Contractor: 1. An officer of the contractor(s) must complete this form. 2. Include only DBE firms which meet the underutilized criteria in the contract goal specification for this project (i.e., UDBE firms). 3. Complete only relevant section(s) for PART 1. 4. Ensure that the proposed UDBE has signed PART 3 of this form. 5. Complete ALL sections of PART 2 and PART 4. 6. Submit a separate CDOT Form #715 for EACH proposed UDBE. Date: 7. Retain a photocopy for your records. 8. Send original to: Colorado Department of Transportation Business Programs Office 4201 E. Arkansas Ave. Denver, Colorado 80222 FAX: (303) 757-9019 Previous editions may not be used 2 of 2 1 /06 C N C O N c In 0' c `7 m 0 CD 0) Y2 0 c a) �' O - Z' o m cm n m .0.. N N a i m =� c m m C y 7 p .-. T O• v� Li m a o 0' .o�7 @ N- N Y a N E @ E w p L d N n • N m U CL U C° O 7 4= E a m T .°. N m = U () C) N °= N O .� n n C j '0 n 0 m N O a m ^ C) uj 7 m E O y a p E a) '� O ai m .L.. y a Z a) m o °' a) _ fa0 O c o E a 0 N U LL _rn mI U " m F aNi .. ) a) C C n .� O O �@., @ UO a) • @ U.4- C F- C '0 = m O N • m U '� m m m a> U Q m C :a - a N () o) m E E �_ C T n a) m. U N y c a o a) a o .0 U M p G L a E r o C :- ... O. °� O o N= E m o C. m 0. a) � L N U U m U m o'0 U W O' a) .L-. ° 'I E C U_ C -se ZD _N ° m 7 O N ' a z C 0 0 - C N N p O Q 3r a m = n y °~ a) 3 C a C '0 O O) 7 m U C N@ m Cll a Z` • N Y N LLU y m 3 U ° Lo N C O E O L o U 3° N= • y 0) ti 3 C a m� a— w o) aci T `7 ° c m j -_ y 0 E E O C m N N i' -0 G w u o a a) w m 4 v o O 0 @ m E m m L L° Lo co Q C O i- C m m C O N Co w O Q c N 7 N , cmi `m o fO aci «TZ Z m m° _N m E ° N a cLi L i o a) A) 0 O p m V 3 0 N W O a c E N m N a) ° N U N 0 O N .N.. -.0 'Do a) N` a r a) C O 3 O O N= S] m m c M m E� o) O 0 .� U d Z 7 m 0 0 - W a m @ L- H Y U p 0 0 0) O a 0 iO -0 U a U U y N m° C ° o U m U � � A U m •- U O@ a ELL E �' 4) a °CL a O N Z •n T O l9 3 is L w O c O p O N C_ 0 O@ L C r m N _ -a L N Si � 0) C- 0 7 c mF 0 'o O m 0)N 3° 3 3 m n 3 U W w W n° N a) U cw x a c (� o .� a aZ,. a) m o W c 0) co ° U O N y w CO L CO m U L O O X o w O d 7 m t ° c O 3 c uN mr m W E o N c E o~ c n H t U a) N - •� a� o o U U c, `O va C o n J U 't ° E C N J o o (D O L a Z @ Q U Q m n ti 4)2 c w W g m 0 m o �+ �,. a) N m @ mg wW �w � `., cOUJ 0)'E� O� 0 (D pCO wm a 0E)a mn �L cLL`o 10 2°0C LU mto Z wN m Np a) Ca gym„ O U 0 N W U m N m@ C 'LL a) ° 3 75 X m .� m U N W `6 .L.. 0 Q 0 E a C m y O. O aID J o m E �' @ m a) N O `U_ E �.(m0 a) U E E mz@ 2 W o to W m O E° LU N LL m mGF O 6 U CC 7°Uo O L 0 E oox o. N 0 u m>.N 0 0. W E W a0 U o o) 0 g° ZGE O m 0 L V d m a) W = aU N ° J m maL E° Na uo) S o Cm 3 t O mm o G Fa 0- a) x m p J L .N N LL N 7 0 U C �i V L LL Y .0. a) m 'C m L pup ei w. C. Q m v 0 C m$ C, c> c V) m T C E 2 E tm O U Z LL C F` y T^ n �� m�u O m m U U c U 0 m °LN: O� =°a Na OO Z C a`AEmL CD co E aN $acoO .-.N..- .aE-°nLL 0 7°Oa) rU m m O� m ) c mO `5o ' N c O mmUCWX Na a o Ero -u°i a^ �L° a 3 y° ' c m ° ° m Coi m o= ZW c°i a) c m Q1 g a•Ei ° Q Y a =� .� c c_ y> ° Y o Q O F m n�o' p E a) °) 4 °) m' r m' m m 2 Jo-_ m w m Q c _E 0 O U a) n m N N 7 3 y.% m O Y> E N m O n T 7 W m _ H mo wsnE «O aciNE mG 03� . E3 mG LL �/ II— c U a) r°m, M Y ° �` v U_ .0 0 0 G _ p O m N y mI m a) co G OQ W N= ._ 'm0 L N T _2 m >n, � .0 E a) N a L f 'O U a- Q 3 - U n N 0 m C ) Z Z :0 N LL c a) N r m m _U O E r° ° N W Q W 3 m m a`ai N N :� n w E L m y iN n C G ` C5 T a a a N N L N 0 o _> 0 co N� 0 O E N O) y N cc0 LL W = m C_ E N y o 7 m N T m U- Q ° m Q N U Q c o 0 0 0 m @ o e N U «0 p a C a) ` w Uj J C, a)° N a) W 0) m w Z' m °' Q c` a Y o a? N a) m 0 Q _ '... Q E T = a a) c o 9 .. .0 O n o a-ci N o N a O O O N E E LL L a O N �' F- w U° a a) O m N m L Q N .L... V E 3 `° N °o E N m °) E o W qU V •m 3 Y 0 N .? o W LL IL L a W O c N N o m y 0 3 w'p m E Z O m O m n m d aE a) L 7 v N W m m E O� LL 1O n O a 7 y n V C 0 O U E N N 3@ N C G O O O a) U N V U C a LL m (i m m O C CL 0 0 LL ci = W L a) m >. n- I- 3 w a 0 3 0 7 _° N O O 0 O N L =» 0 U n N O m 0) m a ao L: O LL H O c U o LU 16 N Co O c cr.t` rn N ( oCC Q. O O c °) a) c a) m 3 = L a) W D L U p N > m L O ly �cN c O W O W`C' m.,.E- E rn a C .- ~ S ma M_ C. W m co _ N 'F m W LL .:s� O N 3 LL m Co W N w m C U N C Ca c O -p O_ ia' o . r.:3.:31::: Cm — c m i Q LZ C O y L N @ J N U Z N L a) D O Co Y «O C O @ U c W F N m m 7 m Cr m V ui O W 6Y 7 a) C Np a) m U) J C C =3a�� m a) C O uU)ou a0 = a m u1 ;p a) N L L... O@ 'O':' :; N.. N a) L U (D L w C N U - r. �.. U N n c Cn y W m m a« °) y E a) ai. of E C Q o t n N N tR O D w V N 3 c Z``+�' . m o j a) c W 2 y 0 a)c 1 7 cUd m C '�" c "�', C m 0 o a) y E EO N U O r_ ", > c p a N C N Z_ w U d c, m .0 m m W C CO U • C- - a) N 2 -pp N > 3 3�-c- >, >,.o o Q m•�F p O m y,m _ a __. m c a E m N Z a) N Cm c p y m O aai a N U d= p y c o O a1 G LL c a) W N m` m m y a) N N ao c 3 W H m a) a) 3> n U �) o a) o m LL y o E Cp 4.0 a � T Y C U m 'C Q O O N m , .0 00 n o a N y m O y In N L E o �� C Lu O N U L m ..d .N a > c r — a) 5 2 m n E m N M. O a) •o t Z O v a) C m n O Y .L- 3 C E o "-• m m c W a - 7�@ C y— N O c U p L 3 a) 3 f6 o n_ H 3•,oi o W: y m> j ZN 0 o•�w aOm Q" m E e Q 7 Y 3 0 N c o 'y O w c ." oLLIU c -11 c .�, . L a) `o j m W m a) o Eta 'CT E'; a� NU 22 �H —� o Y}m m a)Q o c �LL .? o .' :0 c o U ai o n y u c a C c r ~ 2 Z E a�i m V'Y m m 0 Z o 0 > y p 3 o c a U c rn v m,. t --> c ate) c o L 0 LL m a N p c N a cr-13 ao.z.. m c U >_ c a W W F d E U a+ a cmi M. N H O O -1- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 06-05-09 GENERAL DECISION NUMBERS CO20080014 AND CO20080015. HIGHWAY CONSTRUCTION Decision Nos. CO20080014 and CO20080015 dated February 08, Modifications ID 2008 supersedes Decision Nos. C0020070014 and C0020070015 MOD Number Date Pages dated February 09, 2007. 1 02-15-08 1,5 2 05-02-08 1, 2, 6 1 2 When work within a project is located in two or more counties and the minimum wages and fringe benefits are different for one or more 3 06-06-08 1,5 3 job classifications, the higher minimum wages and fringe benefits 4 07-04-08 1 4 shall apply throughout the project. 5 10-03-08 1,5 5 6 03-20-09 1,5 6 7 05-01-09 I, 2, 5, 6 7 8 06-05-09 1,5 8 General Decision No. CO20080014 applies to the following counties: Adams, Arapahoe, Boulder, Broomfield, 4 Denver, Douglas, El Paso, Jefferson, Larimer, Mesa, Pueblo, and Weld counties. General Decision No. CO20080014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod ELECTRICIANS: 1200 Electrical work $150,000 or less (Pueblo county) 22.85 10.79 8 1201 Electrical work over $150,000 (Pueblo county) 27.00 10.91 8 1202 Electricians (Adams, Arapahoe, Boulder, Broomfield, Denver, 31.00 11.40 8 Douglas, Jefferson, Larimer, and Weld counties) 1203 Electricians (El Paso county) 28.80 13.10 + 3% 8 1204 Electricians (Mesa county) 20.31 8.56 1205 Traffic Signal Installer (Zone 1) 23.83 4.7 5+ 13.75% 1206 Traffic Signal Installer (Zone 2) 26.83 4.75 + 13.75% Traffic Installer Zone Definitions Zone 1 — Within a 35 mile radius measured from the addresses of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo -1-25 & Highway 50 Zone 2 - All work outside these areas. POWER EQUIPMENT OPERATORS: 1300 Asphalt Screed 23.67 9.22 7 1301 Bituminous or Asphalt Spreader/Laydown Machine 23.67 9.22 7 1302 Bulldozer 23.67 9.22 7 -2- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 06-05-09 GENERAL DECISION NUMBERS CO20080014 AND CO20080015, HIGHWAY CONSTRUCTION General Decision No. CO20080014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod POWER EQUIPMENT OPERATORS (cont.): Crane: 1305 50 tons and under 23.82 9.22 7 1306 51 to 90 tons 23.97 9.22 7 1307 91 to 140 tons 24.12 9.22 7 1308 141 tons and over 24.88 9.22 7 Drill Operator: 1309 William MF/Watson 2500 only 23.97 9.22 7 Grader/Blade: 1310 Rough 23.67 9.22 7 1311 Finish 23.97 9.22 7 Loader: 1312 Barber Green, etc., 6 cubic yards and under 23.67 9.22 7 1313 Over 6 cubic yards 23.82 9.22 7 Mechanic and/or Welder (Includes heavy duty and combination mechanic and welder): 1314 Mechanic and/or Welder 23.82 9.22 7 1315 Mechanic/Welder (Heavy duty) 23.97 9.22 7 1316 Oiler 22.97 9.22 7 Power Broom: 1317 Under 70 HP 22.97 9.22 7 1318 70 HP and over 23.67 9.22 7 Roller (excluding dirt and soil compaction): 1319 Self-propelled, rubber tires under 5 tons 23.32 9.22 7 1320 Self-propelled, all types over 5 tons 23.67 9.22 7 Scraper: 1321 Single bowl under 40 cubic yards 23.82 9.22 7 1322 Single bowl including pups 40 cubic yards and tandem bowls and over 23.97 9.22 7 1323 1 Trackhoe 23.82 9.22 7 K+A 2390 South r. CO Street Kumar if Associates, Inc. Denver, CO 80223 tree Geotenviron l and Materials Engineers hone: (303) 742-9700 and Environmental Scientists � p fax:(303) 742-9666 e-mail: kadenver@kumanrsa.com www.kumarusa.com Office Locations: Denver, Colorado Springs, Fort Collins, Colorado Branch Office: Pueblo, Colorado August 1.5, 2005 Poudre Fire Authority 102 Remington St Fort Collins, CO Subject: Search for Environmental Incidents, Along Burlington Northern Railroad Between Laurel Street and Stuart Street, Fort Collins, Colorado. Project No. 05-1-425 Dear HazMat Personnel: We are currently conducting a Phase I Environmental Site Assessment for the above -mentioned property (map attached). Please conduct a �/,-mile search for environmental incidents, hazmat incidents and spills. Thank you for your assistance. Sincerely, KUMAR & ASSOCIATES, INC. By Derek Bowman, CHMM Project Manager — DMB Enclosure cc: book, file -3- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 06-05-09 GENERAL DECISION NUMBERS CO20080014 AND CO20080015. HIGHWAY CONSTRUCTION General Decision No. CO20080014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Laborers: Asphalt Laborer/Raker, Common Laborer, 1400 and Concrete Laborer/Mason Tender 16.29 4.25 General Decision No. CO20080014 The wage and fringe benefits listed below do not reflect collectively bargained rates. 1500 Bricklayers 15.55 2.85 Carpenters: 1600 Form Work (Excluding curbs and gutters) 16.54 3.90 1601 All other work 16.61 3.88 1700 Concrete Finishers/Cement Masons 16.05 3.00 Ironworkers: 1900 Reinforcing 16.69 5.45 1901 Bridge Rail (Excludes guardrail) 18.22 6.01 Laborers: 2001 Fence Erector (Includes fencing on bridges) 13.02 3.20 2002 Form Work (Curbs and gutters only) 11.85 3.45 2003 Guardrail Erector (Excludes bridgerail) 12.89 3.20 2004 Landscape and Irrigation Laborer 12.26 3.16, 2005 Pipelayer 13.55 2.41 2006 Striping Laborer (Pre -form layout and removal of pavement 12.62 3.21 markings) 2007 Traffic Director/Flagger 9.55 3.05 2008 Traffic and Sign Laborer (Sets up barricades and cones, 12.43 3.22 and installs permanent signs) PAINTERS 2100 Brush 16.94 2.10 2101 Spray 16.99 2.87 POWER EQUIPMENT OPERATORS: 2200 Backhoes 16.54 4.24 2201 Bobcat/Skid Loader 15.37 4.28 2202 Concrete Pump Operator 16.52 4.30 -4- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 06-05-09 GENERAL DECISION NUMBERS CO20080014 AND CO20080015, HIGHWAY CONSTRUCTION ' General Decision No. CO20080014 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod POWER EQUIPMENT OPERATORS (cont.): Drill Operator: 2203 All except William MF/Watson 2500 16.74 2.66 2204 Forklift, 15.91 4.09 2205 Rotomill Operator 16.22 4.41 2206 Post Driver/Punch Machine 16.07 4.41 2207 Tractor 13.13 2.95 2208 Compactor (Dirt and soil only) 16.70 3.30 Groundman (Traffic signalization) 2301 Class C 11.44 3.25 Truck Drivers: 2400 Floats -Semi Truck 14.86 3.08 2401 Multipurpose Truck - Specialty & Hoisting 14.35 3.49 2402 Truck Mechanic 16.91 3.01 2403 Pickup Truck (Includes Pilot and Sign/Barricade Truck) 13.93 3.68 2405 Single Axle Truck 14.24 3.77 2406 Distributor Truck 15.80 5.27 2407 Dump Truck: 2408 14 cubic yards and under 14.93 5.27 2409 15 to 29 cubic yards 15.27 5.27 2410 30 to 79 cubic yards 15.80 5.27 2411 80 cubic yards and over 16.45 5.27 2412 Low Boy Truck 17.25 5.27 2413 1 Water Truck 14.93 5.27 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses [29 CFR 5.5(a)(1)(ii)]. END OF GENERAL DECISION NUMBER CO20080014. -5- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 06-05-09 GENERAL DECISION NUMBERS CO20080014 AND CO20080015, HIGHWAY CONSTRUCTION General Decision No. CO20080015 applies to the following counties: Alamosa, Archuleta, Baca, Bent, Chaffee, Cheyenne, Clear Creek, Conejos, Costilla, Crowley, Custer, Delta, Dolores, Eagle, Elbert, Fremont, Garfield, Gilpin, Grand, Gunnison, Hinsdale, Huerfano, Jackson, Kiowa, Kit Carson, La Plata, Lake, Las Animas, Lincoln, Logan, Mineral, Moffat, Montezuma, Montrose, Morgan, Otero, Ouray, Park, Phillips, Pitkin, Prowers, Rio Blanco, Rio Grande, Routt, Saguache, San Juan, San Miguel, Sed wick, Summit, Teller, Washington, and Yuma counties. When work within a project is located in two or more counties, and the minimum wages and fringe benefits are different for one or more job classifications, the higher minimum wages and fringe benefits shall apply throughout the project. General Decision No. CO20080015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod ELECTRICIANS: (Including traffic signal installation) Electrical work $150,000 or less (Alamosa, Archuleta, Baca, 3200 Bent, Chaffee, Conejos, Costilla, Crowley, Custer, Fremont, 22.85 10.79 8 Huerfano, Kiowa, Las Animas, Mineral, Otero, Prowers, Rio Grande, and Saguache counties) Electrical work over $150,000 (Alamosa, Archuleta, Baca, 3201 Bent, Chaffee, Conejos, Costilla, Crowley, Custer, Fremont, 27.00 10.91 8 Huerfano, Kiowa, Las Animas, Mineral, Otero, Prowers, Rio Grande, and Saguache counties) Electricians (Clear Creek, Eagle, Gilpin, Grand, Jackson, Lake, 3202 Logan, Morgan, Phillips, Sedgwick, Summit, Washington, 31.00 11.40 8 and Yuma counties) 3203 Electricians (Cheyenne, Elbert, Kit Carson, Lincoln, Park, 28.80 13.10+ 3% 8 and Teller counties) Electricians (Dolores, Garfield, Gunnison, Hinsdale, La Plata, 3204 Moffat, Montezuma, Ouray, Pitkin, Rio Blanco, Routt, San Juan, 28.06 8.76 and San Miguel counties) 3205 Electricians (Delta and Montrose counties) 20.31 8.56 3206 Traffic Signal Installer (Zone 1) 23.83 4.75 + 13.75% 3207 Traffic Signal Installer (Zone 2) 26.83 4.75 + 13.75% Traffic Installer Zone Definitions Zone 1 — Within a 35 mile radius measured from the addresses of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo - I-25 & Highway 50 Zone 2 - All work outside these areas. -6- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 06-05-09 GENERAL DECISION NUMBERS CO20080014 AND CO20080015, HIGHWAY CONSTRUCTION General Decision No. CO20080015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod POWER EQUIPMENT OPERATORS: 3300 Bituminous or Asphalt Spreader/Laydown Machine 23.67 9.22 7 3301 Bulldozer 23.67 9.22 7 Crane: 3302 50 tons and under 23.82 9.22 7 3303 51 to 90 tons 23.97 9.22 7 3304 91 to 140 tons 24.12 9.22 7 3305 141 tons and over 24.88 9.22 7 3306 Grade Checker 23.82 9.22 7 Loader: 3307 Barber Green, etc., 6 cubic yards and under 23.67 9.22 7 3308 Over 6 cubic yards 23.82 9.22 7 Roller (excluding dirt and soil compaction): 3309 Self-propelled, rubber tires under 5 tons 23.32 9.22 7 3310 Self-propelled, all types over 5 tons 23.67 9.22 7 3311 Trackhoe 23.82 9.22 7 3312 Oiler 22.97 9.22 7 3313 Water Wagon 23.82 9.22 7 General Decision No. CO20080015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Carpenters: 3600 Form Building and Setting (Excluding curbs and gutters) 15.92 5.38 3601 All other work 16.30 3.71 3700 Concrete Finishers/Cement Masons 15.55 2.85 3800 Groundman (Traffic signalization) 11.57 3.50 Ironworkers: 3900 Reinforcing 16.94 6.77 3901 Bridge Rail (Excluding guardrail) 16.76 6.01 -7- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 06-05-09 GENERAL DECISION NUMBERS CO20080014 AND CO20080015, HIGHWAY CONSTRUCTION General Decision No. CO20080015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Laborers: 4000 Asphalt Laborer/Raker 12.40 2.92 4001 Common 12.44 3.53 4002 Concrete Laborer/Mason Tender 12.44 3.10 4003 Striping -Paint Laborer (Pre -form layout and removal of 12.90 3.07 pavement markings) 4004 Traffic Director/Flagger 9.42 3.21 4005 Traffic/Sign Laborer (Sets up barricades and cones, 12.39 3.20 and installs permanent signs) 4007 Guardrail (Excludes bridgerail) 12.78 3.31 4008 Formwork (Curbs and gutters only) 12.92 4.54 4009 Landscape Laborer (Including irrigation work) 12.21 3.16 Painters: 4100 Spray 17.54 3.52 POWER EQUIPMENT OPERATORS: 4200 Asphalt Plant 17.23 1.20 4201 Asphalt Screed 16.21 3.76 4202 Backhoe 16.42 4.42 4203 Compactor (Dirt and soil only) 16.52 3.13 4204 Grader/Blade 16.39 4.20 4205 Mechanic and or Welder (Includes heavy duty and combination 16.74 4.20 mechanic welder) 4206 Post Driver/Punch Machine 16.07 4.41 4207 Rotomill Operator 16.28 4.41 4209 Scraper 17.62 3.16 -8- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 06-05-09 GENERAL DECISION NUMBERS CO20080014 AND CO20080015, HIGHWAY CONSTRUCTION General Decision No. CO20080015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Truck Drivers: 4400 Dump 14.15 3.83 4401 Low Boy 15.07 4.56 4402 Truck Mechanic 15.97 4.61 4403 Multipurpose Truck -Specialty and Hoisting 14.60 3.49 4404 Pickup (Including pilot car) 14.04 3.49 4405 Water Truck 14.88 2.07 4406 1 Distributor 15.80 5.27 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses [29 CFR 5.5(a)(1)(ii)]. END OF GENERAL DECISION NUMBER CO20080015. -9- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 06-05-09 GENERAL DECISION NUMBERS CO20080014 AND CO20080015, HIGHWAY CONSTRUCTION WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: ♦ an existing published wage determination ♦ a survey underlying a wage determination ♦ a Wage and Hour Division letter setting forth a position on a wage determination matter ♦ a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of construction wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 4.) All Decisions of the Administrative review board are final. January 17, 2008 t ON THE JOB TRAINING This training special provision supplements subparagraph 6 of paragraph B and supersedes subparagraph 7b of paragraph C of the Special Provision entitled "Affirmative Action Requirements, Equal Employment Opportunity" and is an implementation of 23 U.S.C. 140 (a). As part of the Contractor's Equal Employment Opportunity Affirmative Action Program, training shall be provided on projects as follows: (a) General Requirements 1. The Contractor shall provide on the job training aimed at developing full journey workers in the type of skilled craft involved. 2. Training and upgrading of minorities and women toward journey worker status are a primary objective of this specification. Accordingly, the Contractor shall make every reasonable effort to enroll minority trainees and women (e.g., by conducting systematic and direct recruitment through public and private sources likely to yield minority and women trainees) to the extent that such persons are available within a reasonable area of recruitment. The Contractor shall be responsible for demonstrating the steps that were taken in pursuance thereof, prior to a determination as to whether the Contractor is in compliance with this specification. This training commitment shall not be used to discriminate against any applicant for training whether a member of a protected class or not. An employee shall not be employed or utilized as a trainee in any skilled craft in which the employee has successfully completed a training course leading to journey worker status or in which the employee has been employed as a journey worker on a permanent and regular basis. The intent of the OJT Program is to train unskilled workers into a skilled job; the intent is not to use a previously trained and skilled worker to meet the project training requirements. The Contractor shall satisfy this requirement by including appropriate questions (i.e. Have you ever completed a formal training class in the craft that you are working in? worked as a journeyman in the highway construction industry?) in the employee application or by other suitable means. Regardless of the method used, the Contractor's records shall document the findings in each case. In order to enhance promotion from within the Contractor's unskilled workforce, the Contractor may utilize an unskilled worker as a journey worker in a skilled craft, provided that the worker is paid the required contract journey worker rate. In that event, the trainee will have an opportunity to advance to journey worker status in and/or outside of the OJT program. 4. The minimum length and type of training for each skilled craft shall be as established in the training program selected by the Contractor and approved by the Department and the Colorado Division of the Federal Highway Administration (FHWA), or the U. S Department of Labor (DOL), Bureau of Apprenticeship and Training (BAT). The Department and the FHWA will approve a program if it is reasonably calculated to meet the Equal Employment obligations of the Contractor and to qualify the average trainee for journey worker status in the skilled craft concerned by the end of the training period. Apprenticeship and training programs will be accepted if registered with the U.S. Dept. of Labor, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau. To obtain FHWA approval, the Contractor's training program will be reviewed by the CDOT Center for Equal Opportunity and approved by the Colorado Division of the FHWA. The Contractor shall allow up to 30, days for FHWA review. The proposed training program shall be submitted by the Contractor to: CDOT Center for Equal Opportunity 4201 East Arkansas Avenue Denver, CO 80222 The following documentation shall be submitted: January 17, 2008 2 ON THE JOB TRAINING A. Evidence of an approved training program. B. A copy of the current applicable approved training program, including a copy of the applicable ratios of trainees/apprentices to journey worker for a project.' 5. Approved training programs shall provide the trainee with a minimum of 2000 hours of training which includes a minimum of 40 hours of classroom training. Credit for prior classroom or other training may be allowed if such training is relevant to the trainees' current training program requirements. 6. Training is to be provided in the construction crafts rather than clerk -typists or secretarial -type positions. There will be no reimbursement for offsite training. 7. The Contractor shall pay the training program wage rates and the correct fringe benefits to each registered trainee employed on the contract work and currently enrolled in an approved program. The wage rate and fringe benefit rates will correspond with the applicable minimum wage decision for the project. The minimum trainee wage shall be no less than the wage for the Guardrail Laborer classification as indicated in the appropriate Davis Bacon wage decision. However, if the trainee is in a BAT approved training program, the wage rate should be as described in the current apprenticeship program. 8. All apprentices or trainees that are used to meet the OJT goal and/or for whom the Contractor shall request reimbursement must first be approved by the CDOT Regional Civil Rights Manager before commencing work on the project. The Contractor shall meet the requirements of the FHWA 1273 for all apprentices and trainees. Approval for the apprentice or trainee to begin work on a CDOT project will be based on information from the items listed below, and any additional criteria identified by CDOT in other parts of this specification. A. Evidence of the registration of the trainee or apprentice into the approved training program as submitted by the Contractor or sponsor to the CDOT Center for Equal Opportunity. B. The completed Form 838 for each trainee or apprentice as submitted to the Engineer. C. The Form 838 will be reviewed and approved by the CDOT Regional Civil Rights Manager before reimbursement will be made. 9. Within the first 100 hours of training time completed, the Contractor shall provide each trainee with a review of the approved training program, pay scale, pension and retirement benefits, health and disability benefits, promotional opportunities, and company policies and complaint procedure. The Contractor shall also furnish the trainee a copy of the approved training program. 10. At least ten working days prior to the first progress payment to be made after work has begun, the Contractor shall submit to the Engineer documentation showing DOL or FHWA approval of the Contractor's training program, a plan that identifies total training hours for each trainee, and the construction phase for training each of the proposed trainees, including the duration, for this specific project. On a monthly basis, the Contractor shall provide to the Engineer a completed On the Job Training Progress Report (Form 832) for each approved trainee or apprentice on the project. The Form 832 will be reviewed and approved by the Engineer before reimbursement will be made on a monthly basis. The Contractor will be reimbursed for each approved apprentice or trainee required by the Department and documented on Form. 832, but not more than the OJT Force Account budget unless approved by the Engineer through a Change Order. Upon completion of training, transfer to another project, termination of the trainee or notification of final acceptance of the project, the Contractor shall submit to the Engineer a "final" completed Form 832 for each approved apprentice or trainee. Progress payments may be withheld until this plan is submitted and approved and may be withheld if the approved plan is not followed. 11. All forms referred to are available from the CDOT Center for Equal Opportunity, through the CDOT Regional Civil Rights Manager, or on CDOT's website at http://www.dot.state.co.us/Bidding/BidForms.htm. January 17, 2008 3 ON THE JOB TRAINING 12. The Engineer will provide reimbursement to the Contractor. Payment is based on the number of hours of on the job training the Contractor provides to the trainee under this Contract and the applicable reimbursement rate. Submission of the Form 832 will document the training hours provided during the month, and will be considered a request for payment. Where applicable, the Contractor shall note and explain discrepancies between the hours documented on Form 832 and the corresponding certified payrolls. To receive payment, the Forms 838 and 832 shall be completed in full and the Contractor shall be in compliance with all requirements of this specification and the provisions of FHWA 1273. 13. Failure to provide the required training impedes the Department's federal mandate to bring women and minorities into the construction industry. Although precise damages to the program are difficult to calculate, they are, at a minimum, equivalent to the loss to the individuals who were the intended beneficiaries of the program. Therefore, where the Contractor fails to provide the required number of training hours and has failed to establish why the Contractor was unable to do so, the Contractor will be assessed an amount equal to the following damages to be deducted from the final progress payment: A sum representing the number of training hours specified in the Contract, minus the number of training hours worked as certified on Form 832, multiplied by the journey worker hourly wages plus fringe benefits [(A hours — B hours worked) x (C dollar per hour + D fringe benefits)] = Damages Assessed. The journey worker scale is that for the skilled craft identified on the contract's wage decision document. The Engineer will provide the Contractor with a written notice at Final Acceptance of the project informing the Contractor of the noncompliance with this specification which will include a calculation of the damages to be assessed. (b) Standard Training Program If the Contractor is not participating in the Department's Colorado Training Program, the training shall be provided according to the following in addition to the general requirements outlined above in part (a): 1. The number of training hours for the trainees to be employed on the project shall be as shown in the Contract. The trainees or apprentices employed under the Contract shall be registered with the Department using Form 838. 2. Subcontractor trainees who are enrolled in an approved Program may be used by the Contractor to satisfy the requirements of this specification. 3. At least ten working days prior to the first progress payment to be made after work has begun, the Contractor shall submit to the Engineer documentation showing DOL or FHWA approval of the Contractor's training program, a plan that identifies total training hours for each trainee, and the construction phase for training each of the proposed trainees, including the duration, for this specific project. Progress payments may be withheld until this plan is submitted and approved and may be withheld if the approved plan is not followed. 4. A trainee shall begin work on the project as soon as possible and shall be utilized in accordance with the applicable training program and as long as meaningful training opportunities exist. It is not required that all trainees be utilized on the project for the entire length of the Contract. 5. The Contractor will be reimbursed 80 cents per hour for each approved apprentice or trainee required by the Department. 6. In order to receive reimbursement, the Contractor shall provide on Form 832 the number of training hours specified in the OJT goal assigned to the project. Reimbursement will be made only for hours worked by an apprentice or trainee who has been approved by the Department to meet the OJT training requirement. 7. The OJT goal for the project will be included in the Project Special Provisions and will be determined by the Regional Civil Rights Manager after considering: ragu t ui t Derek Bowman From: "Rich Grossmann" <rrossmann@larimer.org> To: <dbowman@kumarusa.com> Sent: Friday, September 02, 2005 11:23 AM Subject: Record Search Derek, You submitted a record search request dated August 15, 2005 titled "Search for Environmental Incidents, Along Burlington Northern Railroad Between Laurel Street and Stuart Street, Fort Collins, Colorado" Project # 05-1425. Record searches are normally limited to individual parcels at a cost of $50 per request. Your request includes many parcels. I recommend you narrow the search request and provide me with specific sites in questions. I will wait to process your request until I hear from you. Thank you — Rich Grossmann, Larimer County Department of Health & Environment -- rp-rossmann@larimer.org 9M2005 January 17, 2008 4 ON THE JOB TRAINING A. Availability of minorities, women, and disadvantaged for training; B. The potential for effective training; C. Duration of the Contract; D. Dollar value of the Contract; E. Total normal work force that the average bidder could be expected to use; F. Geographic location; G. Type of work; and H. The need for additional journey workers in the area; 8. The guidelines for contract dollar value, minimum total training hours, and maximum reimbursement are as follows: Category Contract dollar value Minimum total training hours to be provided on the project Maximum reimbursement allowed A Up to 1 million 0 0 B... .. >1, 2`million _' ` 320 .. $600 ..:... . C >2 - 4 million 640 $800 D >4 - 6-million 1280 $1400 E >6 - 8 million 1600 $1700 f >8 - 12 million 1920 $2000 G .>12 - 16 million 2240 $2,400 H:- >16=,20million '2560 $2,600,, 1 For each increment of $5 million, over $20 million 1280 $1400 9. The Contractor shall have fulfilled its responsibilities under this. specification if the CDOT Regional Civil Rights Manager has determined that it has provided acceptable number of training hours specified in the Contract in accordance with this specification. (c) Colorado Training Program. If the Contractor has a current approved Colorado Training Program plan, the training shall be provided according to the following in addition to the general requirements outlined in part (a) above when applicable. The Contractor shall comply with the requirements of the Department's procedures as defined in this specification. 2. If the Contractor has an approved Colorado Training Program, then it shall be exempted from the contract OJT goal, but not from the requirement to provide training in accordance with the Contractor's approved training plan. Contractors shall have an approved Colorado Training Program Plan for the calendar year to be able to use this option. Contractors who do not have an approved Colorado Training Program Plan shall comply with the requirements of part (b) of this specification. 3. Each trainee enrolled in the Colorado Training Program will receive a minimum of 1200 hours per year of on the job training. Up to 200 hours of offsite classroom training can be included in the 1200 hours minimum. The trainee's hours per year may be on CDOT or non-CDOT projects. January 17, 2008 5 ON THE JOB TRAINING 4. At least ten working days prior to the first progress payment to be made after work has begun, the Contractor shall submit to the Engineer documentation showing DOL or CDOT approval of the Contractor's training program and proof of good standing in the Colorado Training Program. The Contractor will be reimbursed $4.80 per hour for each approved apprentice or trainee required by the Department and documented on Form 832, but not more than the OJT Force Account budget unless approved by the Engineer by Change Order. Of the $4.80 per hour reimbursed to the Contractor, any amount over $0.80 per hour shall be forwarded by the Contractor to the trade or labor organization(s) or other CDOT-approved sponsor through which the Contractor obtains its trainees or apprentices (sponsor) and shall be spent for training and recruitment. The Department will not reimburse for classroom training or training provided on non-CDOT projects. The Contractor shall make every effort to enroll minority and female trainees and apprentices from within the Contractor's workforce and from the community by recruiting through public and private sources likely to yield minority and women trainees to the extent which these recruits are available in the geographic area. 6. The Contractor will be considered in compliance with the requirements of the Colorado Training Program when the Contractor demonstrates to the Department that it has met the requirements described in this specification and the Contractor's approved Colorado Training Program Training Plan. 7. Contractors who are in compliance with the Colorado Training Program will receive hours credit for their trainees whether they work on a CDOT or a non-CDOT project. Contractors will be reimbursed by CDOT only for hours worked on CDOT projects. 8. The Contractor shall comply with the affirmative action requirements in their approved Colorado Training Program Plan. 9. The minimum required number of trainees to be employed by the Contractor shall be as shown in the Contractor's approved Colorado Training Program Plan. To be entitled to participate in the Colorado Training Program, the Contractor agrees to a minimum trainee commitment based on the Contractor's average annual dollar amount of contracts with CDOT over the last three calendar years. One trainee is required for every four million dollars of contract work with the Department. Please refer to the following table for the number of trainees required. Three Year Average . ,Number of7rainees $0.00 - $3,999,999 0 :.;'$4,000 000 - $7,999;999 :, 1. $8,000,000 - $11,999,999 2 ";$1_2000000.- $15,999,999 3 $16,000,000 - $19,999,999 4 $20000;000-`$23;999;999 '. 5,. $24,000,000 - $27,999,999 6 $28;000000 - $3:1;999.999 $32,000,000 - $35,999,999 8 $36:;`000,000 - $39999,999 $40,000,000 - $43,999,999 10 Etc. A Contractor or their program sponsor may obtain its three year average by contacting the OJT Manager at the CDOT Center for Equal Opportunity, 303-757-9234. 10. The Contractor shall have fulfilled its responsibilities described in this special provision if it has remained in compliance with the Colorado Training Program during the life of the Contract. April 7, 2006 PARTNERING PROGRAM The Colorado Department of Transportation actively encourages partnering and invites the Contractor and his subcontractors and suppliers to participate in a voluntary partnering agreement for this project. The following information summarizes the partnering process. More information is available through the Resident Engineer listed in the project special provisions. This partnership will be structured to draw on the strengths of each organization to identify and achieve mutual goals. The objectives are effective and efficient Contract performance with reciprocal cooperation, and completion within budget, on schedule, and in accordance with the Contract. This partnership will be bilateral in make-up and all costs associated with this partnership will be agreed to by both parties and will be shared equally. The Contractor shall assume full responsibility for all costs associated with partnering during the implementation of the partnering process. CDOT will reimburse the Contractor for the agreed amount. The CDOT Program Engineer or the Resident Engineer will contact the Contractor within ten days after the award of this project to ask if the Contractor wants to implement this partnership initiative. If the Contractor agrees, the Contractor's on -site project manager shall meet with CDOT's Resident Engineer to plan a partnering development and team building workshop. At this planning session, arrangements shall be made to determine the facilitator and the workshop, attendees, agenda, duration, and location. The workshop shall be held prior to the commencement of any major work item and preferably before the preconstruction conference. The following persons shall attend the workshop: CDOT's Resident Engineer, Project Engineer, and key project personnel; the Contractor's on -site project manager and key project supervision personnel; and the subcontractors' key project supervision personnel. The following personnel shall also be invited to attend as needed: project design engineer, key local government personnel, suppliers, design consultants, CDOT maintenance foreman, CDOT environmental manager, key railroad personnel, and key utility personnel. The Contractor and CDOT shall also have Regional or District managers and Corporate or State level managers on the partnering team. Follow-up workshops may be held periodically throughout the duration of the Contract as agreed by the Contractor and the Engineer at the initial workshop. A closeout workshop shall be held to evaluate the effectiveness of the partnership. The establishment of a partnership charter, which identifies the workshop participants' mutual goals on the project, will not change the legal relationship of the parties to the Contract or relieve either party from any terms of the Contract. January 9, 2009 I REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Attached is Form FHWA 1273 titled Required Contract Provisions Federal -Aid Construction Contracts. As described in Section I. General, the provisions of Form FHWA 1273 apply to all work performed under the Contract and are to be included in all subcontracts with the following modification: The weekly payrolls submitted by contractors and subcontractors in accordance with Part V., paragraph 2c shall not include full social security numbers and home addresses. Instead, the payrolls shall only need to include an individually identifying number for each employee (e.g. the last four digits of the employee's social security number). Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them to the SHA upon request. January 9, 2009 2 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FHWA-1273 Electronic version -- March 10, 1994 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 6. Selection of Labor: During the performance of this con - Page tract, the contractor shall not: I. General.........................................................1 II. Nondiscrimination............................................1 III. Nonsegrated Facilities......................................3 IV. Payment of Predetermined Minimum Wage .......... 3 V. Statements and Payrolls...................................6 VI. Record of Materials, Supplies, and Labor.............6 VII. GeneralSubletting or Assigning the Contract ......... 7 VIII. Safety: Accident Prevention...............................7 IX. False Statements Concerning Highway Projects. ..7 X. Implementation of Clean Air Act and Federal Water Pollution Control Act................................8 XI. Certification Regarding Debarment, Suspension...... Ineligibility, and Voluntary Exclusion..................8 XII. Certification Regarding Use of Contract Funds for... Lobbying......................................................9 ATTACHMENTS A. Employment Preference for Appalachian Contracts (included in Appalachian contracts only) I. GENERAL 1. These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superin- tendence and to all work performed on the contract by piecework, station work, or by subcontract. 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontrac- tor or lower tier subcontractor with these Required Contract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: Section I, paragraph 2; Section IV, paragraphs 1, 2, 3, 4, and 7; Section V, paragraphs 1 and 2a through 2g. 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accor- dance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractor's employees or their representatives. a. discriminate against labor from any other State, posses- sion, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation. It. NONDISCRIMINATION (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et sec.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the State highway agency (SHA) and the Federal Government in carrying out EEO obliga- tions and in their review of his/her activities under the contract. b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contract- 3 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS or's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employ- ees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contrac- tor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargain- ing agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contrac- tor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agree- ment providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the contractor to do the same, such imple- mentation violates Executive Order 11246, as amended.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the January 9, 2009 discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimina- tion may affect persons other than the complainant, such correc- tive action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., appren- ticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. c. The contractor will advise employees and applicants for employment of available training programs and entrance require- ments for each. d. The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures set forth below: a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for member- ship in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, 4 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement provid- ing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. 8. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. a. The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under this contract. b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best efforts to ensure subcon- tractor compliance with their EEO obligations. 9. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by autho- rized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: (1) The number of minority and non -minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportuni- ties for minorities and women; (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. b. The contractors will submit an annual report to the SHA each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. If on -the - job training is being required by special provision, the contractor will be required to collect and report training data. III. NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) a. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agree - January 9, 2009 ment or purchase order, as appropriate, the bidder, Federal -aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, religion, national origin, age or disability, because of habit, local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). c. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its files. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are exempt.) 1. General: a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than once a week and without subsequent deduction or rebate on any account [except such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labor under the Copeland Act (40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter "the wage determination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHWA-1495) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis -Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provi- sions of Section IV, paragraph 3b, hereof. Also, for the purpose of this Section, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, January 9, 2009 5 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS without regard to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein, provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorpo- rated by reference in this contract. 2. Classification: a. The SHA contracting officer shall, require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: (1) the work to be performed by the additional classifi- cation requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry; (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) with respect to helpers, when such a classification prevails in the area in which the work is performed. c. If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the addition- al classification or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division, Employment Stan- dards Administration, Washington, D.C. 20210. The Wage and Hour Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. d. In the event the contractor or subcontractors, as appro- priate, the laborers or mechanics to be employed in the additional classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommenda- tion of the contracting officer, to the Wage and Hour Administrator for determination. Said Administrator, or an authorized represen- tative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional.time is necessary e. The wage rate (including fringe benefits where appropri- ate) determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification. 3. Payment of Fringe Benefits: a. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secre- tary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices: (1) Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed in his/her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. (2) The allowable ratio of apprentices to journeyman - level employees on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually performed. In addition, any appren- tice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor or subcontractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (ex- pressed in percentages of the journeyman -level hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. (3) Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. (4) In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized by the 6 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an accept- able program is approved. b. Trainees: (1) Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the DOL, Employ- ment and Training Administration. (2) The ratio of trainees to journeyman -level employees on the job site shall not be greater.than permitted under the plan approved by the Employment and Training Administration. Any employee listed on the payroll at a trainee rate who is not regis- tered and participating in a training plan approved by the Employ- ment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classifica- tion of work actually performed. In addition, any trainee perform- ing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. (3) Every trainee must be paid at not less than the rate specified in the approved program for his/her level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman -level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. (4) In the event the Employment and Training Adminis- tration withdraws approval of a training program, the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Helpers: Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section IV.2. Any worker listed on a payroll at a helper wage rate, who is not a helper under a approved defini- tion, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually per- formed. 5. Apprentices and Trainees (Programs of the U.S. DOT) Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction programs are not subject to the require- ments of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentic- es and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding:. January 9, 2009 The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements which is held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, em- ployed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 7. Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic, watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not less than one -and -one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7. 9. Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 8 above. V. STATEMENTS AND PAYROLLS (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt.) 1. Compliance with Copeland Regulations (29 CFR 3): 7 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. b. The payroll records shall contain the name, social security number, and address of each such employee; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis Bacon Act, the contractor and each subcontractor shall maintain records which show that the commit- ment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs. c. Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, para- graphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all of the information required to be maintained under paragraph 2b of this Section V. This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029-005-0014-1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submis- sion of copies of payrolls by all subcontractors. d. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcon- tractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the follow- ing: . (1) that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; January 9, 2009 (3) that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equiva- lent for the classification of worked performed, as specified in the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certifica- tion set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V. I. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231. g. The contractor or subcontractor shall make the records required under paragraph 2b.of this Section V available for inspec- tion, copying, or transcription by authorized representatives of the SHA, the FHWA, or the DOL, and shall permit such repre- sentatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1. On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in the units shown on Form FHWA-47. c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA-47 together with the data required in paragraph 1b relative to materials and supplies, a final labor summary of all contract work indicating the total hours worked and the total amount earned. 2. At the prime contractor's option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing SENT VIA CERTIFIED MAIL Cerfiftd Number: 5044 9738 July 26, 2005 Mr. Steve Noel ' Colorado Department of Labor and Employment Division of Oil and Public Safety 633 17th St., Ste. 500, Denver, CO 80202-3660 lrerrac s� on Consulting Engineers & Scientists �� Terracon Consultants, Inc. 301 North Howes Fort Collins, Colorado 80521-0503 Phone 970.484.0359 Fax 970.484.0454 www.terracon.com 0 RE: Groundwater Monitoring Report and Request for Closure JUL 2 7 2005 Colorado State University Motor Pool A - Fort Collins, Colorado DIVISION OF OIL AND PUBLIC SAFETY Project No. 43987041 Dear Mr. Noel: Terracon has enclosed two copies of the Groundwater Monitoring Report. The report describes the analytical results for the most recent groundwater -sampling episode that was performed by Terracon on July 11, 2005. The Tier II model previously completed for the site using BP Risk was updated to include MTBE. The Tier II model estimated site specific target levels (SSTLs) for benzene, toluene, ethylbenzene, xylenes (BTEX) and MTBE in groundwater of 1,100 micrograms per liter (µg/L), 530,000 µg/L, 170,000 µg/L, 200,000 µg/L and 3,800 µg/L, respectively. The concentrations of BTEX observed in the groundwater samples collected from the site have been observed less than the SSTLs since January 2000. Concentrations of MTBE observed in groundwater samples collected from the site were observed less than SSTLs. Based on the concentrations of BTEX and MTBE observed less than estimated SSTLs and soil sample collected from confirmation soil boring CB-1 observed less than Colorado Risk - Based Corrective Action Tier 1 Risk Based Screening Levels, Terracon recommends the site be closed. Delivering Success for Clients and Employees Since 1965 More Than 70 Offices Nationwide 8 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS the amount of work required to be performed by the contractor's own organization (23 CFR 635). a. "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the SHA contracting officer determines is necessary to assure the performance of the contract. 4. 'No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. Vill. SAFETY: ACCIDENT PREVENTION 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construc- tion safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS January 9, 2009 In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepre- sentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false represen- tation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false repre- sentation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 21, 1916, (39 Stat. 355), as amended and supple- mented, Shall be fined not more that $10,000 or imprisoned not more than 5 years or both. " X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100,000 or more.) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U.S.C. 1857 et seg., as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et sec., as amended by Pub.L. 92-500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. 9 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such require- ments. XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Instructions for Certification - Primary Covered Transac- tions: (Applicable to all Federal -aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective primary participant to furnish a certification or an explanation shall disquali- fy such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default. d. The prospective primary participant shall provide immedi- ate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary partici- pant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspend- ed," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. f. The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certifi- cation Regarding Debarment, Suspension, Ineligibility and Volun- January 9, 2009 tary Exclusion -Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocure- ment List) which is compiled by the General Services Administra- tion. I. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required.to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph f of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Primary Covered Transactions 1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1 b of this certification; and d. Have not within a 3-year period preceding this applica- tion/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 10 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 2. Instructions for Certification - Lower Tier Covered Transactions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circum- stances. d. The terms "covered transaction," "debarred," "suspend- ed," "ineligible," "primary covered transaction," "participant," "person," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submit- ting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any. lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. I. Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or January 9, 2009 agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Lower Tier Covered Transactions: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospec- tive participant shall attach an explanation to this proposal. XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submit- ting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempt- ing to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when. this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject. to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. COLORADO DEPARTMENT OF TRANSPORTATION Project# CONTRACTORS PERFORMANCE CAPABILITY STATEMENT 1. List names of partnerships or joint ventures 0 none 2. List decreases in the contractors fiscal or workmanship qualifications compared to the last prequalification statement submitted to CDOT. (Attach additional sheets if necessary.) a. Key personnel changes 0 none b. Key equipment changes 0 none c. Fiscal capability changes (legal actions, etc.) 0 none d. Other changes that may effect the contractors ability to perform work. 0 none I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE ON THIS DOCUMENT ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE Contractor's firm or company name By Date Title 2nd Contractor's firm or company name (if joint venture) By Date Title CDOT Form #605 1/92 COLORADO DEPARTMENT OF TRANSPORTATION PAOJ_CTNO. ANTI -COLLUSION AFFIDAVIT LOCATION I hereby attest that I am the person responsible within my firm for the final decision as to the price(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm- 1 further attest that: t . The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose or with the effect of restricting competition with any other firm or person who is a bidder or potential prime bidder. 2A. Neither the price(s) nor the amount of this bid have been disclosed to any other firm or person who is a bidder or potential prime bidder on this project, and will not be so disclosed prior to bid opening. 2B. Neither the prices nor the amount of the bid of any other firm or person who is a bidder or potential prime bidder on this project have been disclosed to me or my firm. 3A. No attempt has been made to solicit, cause or induce any firm or person who is a bidder or potential prime bidder to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non- competitive bid or other form of complementary bid. 3B. No agreement has been promised or solicited for any other firm or person who is a bidder or potential prime bidder on this project to submit an intentionally high, noncompetitive or other form of complementary bid on this project. 4. The bid of my firm is made in good faith and not pursuant to any consultation, communication, agreement or discussion with, or inducement or solicitation by or from any firm or person to submit any intentionally high, noncom- petitive or other form of complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase or sale of materials or services from any firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by any firm or person to refrain from bidding or to submit any Intentionally high, noncompetitive or other form of complementary bid or agreeing or promising to do so on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any other project, in consideration for my firm's submitting any intentionally high, noncompetitive or other form of complementary bid, or agreeing or promising to do so, on this project. 7. 1 have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, or other conduct inconsistent with any of the statements and representations made in this affidavit. 8. 1 understand and my firm understands that any misstatement in this affidavit is and shall be treated as a fraudulent concealment from the Colorado Department of Transportation, of the true facts relating to submission of bids for this contract. I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE ON THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. Contractors firm or company name By Dat Tim 2nd contractors firm or oorTany name. {I: joint •rertntre.f By Date Title Sworn to before me this day of, 20 Notary ?unfic My cw rzs©n exiores NOTE: This document must be signed in ink. COOT Form *6N 1l02 COLORADO DEPARTMENT OF TRANSPORTATION PROJECT NO. ASSIGNMENT OF ANTITRUST CLAIMS Contractor and Colorado Department of Transportation (CDOT) recognize that in actual economic practice antitrust violations ultimately impact on CDOT. Therefore, for good cause and as consideration for executing this contract and for receiving payments hereunder: 1. Contractor hereby irrevocably assigns to CDOT any and all claims it may now have or which may hereafter accrue to it under federal or state antitrust laws in connection with the particular project, goods or services purchased or acquired by CDOT pursuant to this contract. 2. Contractor hereby expressly agrees: a. That, upon becoming aware that a third party has commenced a civil action asserting on Contractor's behalf an antitrust claim which has been assigned to CDOT hereunder, Contractor shall immediately advise in writing: (1) Such third party that the antitrust claim has been assigned to CDOT, and (2) CDOT that such civil action is pending and of the date on which, in accordance with subparagraph a. (1) above, Contractor notified such third party that the antitrust claim had been assigned to CDOT; b. To take no action which will in any way diminish the value of the claims or rights assigned or dedicated to CDOT hereunder; and c. Promptly to.pay over to CDOT its proper share of any payment under an antitrust claim brought on Contractor's behalf by any third party and which claim has been assigned to CDOT hereunder. 3. Further, Contractor agrees that in the event it hires one or more subcontractors to perform any of its duties under the contract, Contractor shall require that each such subcontractor: ' a. Irrevocably assign to CDOT (as a third party beneficiary) any and all claims that such subcontractor may have or which may thereafter accrue to the subcontractor under federal or state antitrust laws in connec- tion with any goods or services provided by the subcontractor in carrying out the subcontractor's obliga- tions to Contractor; b. Upon becoming aware that a third party has commenced a civil action on the subcontractor's behalf asserting an antitrust claim which has been assigned to CDOT hereunder, shall immediately advise in writing: (1) Such third party that the antitrust claim has been assigned to CDOT, and (2) Contractor and CDOT that such civil action is pending and of the date on which, in accordance with subparagraph b. (1) above, the subcontractor notified such third party that the antitrust claim had been assigned to CDOT; c. Take no action which will in any way diminish the value of the claims or rights assigned or dedicated to CDOT hereunder; and d. Promptly pay over to CDOT its proper share of any payment under an antitrust claim brought on the subcontractor's behalf by any third party and which claim has been assigned or dedicated to CDOT pursuant hereto. I, acting in my capacity as officer of a bidder (bidders if a joint venture) do agree to the above assignment of antitrust claims. Contractor's firm or company name I BY Date Title contractor's firm or company name. (If joint venture.) I By rDate Title CDOT Form #621 12191 OVERSIGHT / NHS FHWA REGION VIII OVERSIGHT 0 NO o YES DEPARTMENT OF TRANSPORTATION NATIONAL HIGHWAY SYSTEM M NO 0 YES STATE OF C 0 LO RAD 0 CITY OF FORT COLLINS CONSTRUCTION BID PLANS OF PROPOSED CITY OF FORT COLLINS BUILDING COMMUNITY CHOICES (BCC) PROJECT FEDERAL AID PROJECT NUMBER: AQC M455-090 MASON BIKE / PEDESTRIAN TRAIL LARIMER COUNTY CONSTRUCTION PROJECT CODE: 16584 TABULATION OF LENGTH & DESIGN OATH RANGE 69 W. TOWNSHIP 6N BIKE/PED. TRAIL STATION UN. FT. MILES BEGIN MASON TRAIL (STA. 10+00) BEGIN SPRING CREEK BRIDGE (20,34.66) 1034.66 END SPRING CREEK BRIDGE (21+56.66) 122.00 END MASON TRAIL (STA. 28+15.72) 659.06 SUMMARuN. Fi. MILES TOTAL GROSS & NET LENGTH IBIS.]} 0.344 DESIGN MASON TRAIL MINIMUM RADIUS OF CURVE 100' MAXIMUM GRADE 2,673% MINIMUM GRADE 0,300% DESIGN SPEED (FOR BIKE/PED. TRAIL) 20 MPH Contractor: PROJECT STARTED: ACCEPTED: Comments: SCALE OF DRAWINGS ON PLAN I. Q. ON PROFILE 1" 40' HOR12. 1" 4' VERT. LAUREL ST. 1 1 COLORADO STATE UNIVERSITY AVE. UNIVERSITY LAKE ST, ENO PROJECT OSPECT ROAD La50N BIKE/ PED. TRAIL r—"RN ti ' Oi �II I BEGIN PROJECT BAY FARM RD. VICINITY MAP NO SCALE RELATED PROJECTS: P. E. UNDER PROJECT: PROJECT NUMBER STU M455-068 PROTECT CODE 15046 R.O.W. PROJECTS: R.O.W. PROJECT DESCRIPTION PROJECT NUMBER STU M455-068 PROJECT CODE 15046 INOFX SHEET NO. OF CHFFTC OWG. NO. DESCRIPTION 1 T-1 COVER SHEET 2 SP-1 STANDARD PLANS LIST 3 — 4 GN—I to GN-2 PROJECT GENERAL NOTES 5 — 7 SO— I to SO-3 SUMMARY OF APPROXIMATE OUANTITIES 8 SE-1 SUMMARY OF EARTHWORK 9 RT-1 TABULATION OF REMOVALS 10 ST-1 TABULATION OF SURFACING 11 CGT-1 TABULATION OF CURB AND GUTTER 12 CR-1 TABULATION OF FENCING 13 Ty TRAIL TYPICAL SECTION 1♦ FO-1 FENCE DETAIL 15 — 19 B—I to B-5 PEDESTRIAN BRIDGE 20 — 24 TPLN—I TO TPLN—S TRAIL PLANS (SPRING CREEK to PROSPECT ROAD) 25 — 26 TDET—I to TDET-2 BAY FARM ROAD INTERSECTION DETAILS 27 — 28 7DET-3 to TDET-4 PROSPECT ROAD INTERSECTION DETAILS 29 — 32 TPRO-1 to TPRO-4 TRAIL PROFILE (SPRING CREEK TO PROSPECT ROAD) 33 — 38 XSEC—I to XSEC-6 TRAIL CROSS SECTIONS (SPRING CREEK TO PROSPECT ROAD) 39 — 41 LSS-1 to LSS-3 TRAIL SIGNING AND STRIPING (SPRING CREEK to PROSPECT ROAD) 42 — 43 LS—I to LS-2 TRAIL REST AREA 44 PMT-1 TABULATION OF PAVEMENT MARKING 45 SGNT-1 TABULATION OF SIGNS 46 — 48 TS-1 to TS-3 TRAFFIC SIGNAL (PROSPECT ROAD) 49 — 50 PRSS-1 to PRSS-2 PROSPECT ROAD SIGNING AND STRIPING 51 DT—I TABULATION OF STORM GRAIN SYSTEM 52 DD-1 DRAINAGE DETAILS 53 — 55 SW-1 to SW-3 STORM WATER MANAGEMENT PLAN 56 — 60 DR-1 to DR-5 DRAINAGE / GRADING / EROSION CONTROL (SPRING CREEK) 61 — 62 DP-1 to DP-2 DRAINAGE PROFILES (SPRING CREEK) 1 — 13 RIGHT—OF—WAY PLANS (FOR INFORMATION ONLY) R 110 LT IIOL'f & ULLF.V IC. t.om uter rite mTormouon Grmtion Dote: 12/12/06 16tols: N p p O InCleX OT Revi5ions Gtyof oP FortCollIns k—L L?o=Eop8EEPARTMENT bF TRANSP$RTI ON CITY OF FORT COLLINS U 1.2E 2ND STREET 2O NORTH COLLEGE AVENUE GREELEY. CO 8063 FORT 00LUN9. CO 80522 Phona: 9)0-350-2126 Phone: 970-221-6605 FAX: 970-350-2198 FwX: g70-221-6378 Re ion 4 PJG As Constructed MAJVN tl1RC / t LUILWKIAN IKAIL TITLE SHEET Project No./Code Last Modfil'Kolion Dole: 06/10/09 Idols: SPG No Re"ons: AQC M455-090 Full POIb: L\05138\AGO\SHEET Ra'aetl: Oesgner. SPG 16584 Ororing File Nome: A05138TTLOI.DWG DlIOB!!: ZV Acod Ver. 200/ Stole: NONE Urvls: ENGLISH Void: Sheet Number Sheet Subset: Title Sheet I Subset Shxts' T-1 of 1 PLAN NEW OR M STANDARD PAGE NUMBER REVISED TITLE NUMBER M-100-1 O STANDARD SYMBOLS (3 SHEETS)... .... ...... ............... 1-3 O M-203-1 O APPROACH ROADS..................................................4 O M-203-2 O DITCH TYPES.......................................................5 O M-203-11 O SUPERELEVATION CROWNED AND ............................... 6-8 DIVIDED HIGHWAYS (3 SHEETS) O M-203-12 O SUPERELEVATION STREETS (2 SHEETS) ...................... 9-10 0 M-206-1 O EXCAVATION AND BACKFILL FOR STRUCTURES.. . ........... 11-12 (2 SHEETS) O M-206-2 CO EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS).... 13-14 M-208-1 O TEMPORARY EROSION CONTROL (7 SHEETS) ___ .... 15-21 O M-210-1 O MAILBOX SUPPORTS (2 SHEETS)... ............... .......... 22-23 O M-214-1 O PLANTING DETAILS ............................................... 24 O M-412-1 O CONCRETE PAVEMENT JOINTS (5 SHEETS) ................. 25-29 O M-510-1 O STRUCTURAL PLATE PIPE H-20 LOADING ....................... 30 O M-601-1 O SINGLE CONCRETE BOX CULVERT (2 SHEETS) ............. 31-32- 0 M-601-2 O DOUBLE CONCRETE BOX CULVERT (2 SHEETS).. ........... 33-34 O M-601-3 O TRIPLE CONCRETE BOX CULVERT (2 SHEETS) ............. 35-36 O M-601-10 O HEADWALL FOR PIPES.. .................................. ....... 37 O M-601-11 O TYPE 'S" SADDLE HEADWALLS FOR PIPE ...................... 38 O M-601-12 O HEADWALLS AND PIPE OUTLET PAVING.... - . - ... AVING.................39 - .. .39 O M-601-20 O WINGWALLS FOR PIPE OR BOX CULVERTS ...................... 40 M-603-1 O METAL AND PLASTIC PIPE (2 SHEETS) ..................... 41-42 111111 M-603-2 O REINFORCED CONCRETE PIPE ................................... 43 O M-603-3 O PRECAST CONCRETE BOX CULVERT..............................44 M-60}-10 O CONCRETE AND METAL END SECTIONS (2 SHEETS)....... 45-46 O M-604-10 O INLET, TYPE C.................................................... 47 O M-604-I1 O INLET, TYPE D..................................... ............... 48 O M-604-12 O CURB INLET TYPE R (2 SHEETS) ........................... 49-50 O M-604-13 O CONCRETE INLET TYPE 13-.................................... 51 0 M-604-20 O MANHOLES (3 SHEETS) ....... .................... ...... -. _ 52-54 O M-60a-25 O VANE GRATE INLET IS SHEETS) ............................. 55-59 OM-605-1 O SUBSURFACE DRAINS ............................................. 60 O M-606-1 O GUARDRAIL TYPE 3 W-BEAM (I6 SHEETS) ................. 61-76 O M-606-13 O GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS)....... 77-80 O M-606-14 O PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS)........ 81-83 C-60, Dole: L:\05138\ACAD\ M05138SPLOI Acod Ver. 2004 SC91e: PLAN O M-607-1 O M-607-2 O M-607-3 O U-607-4 O M-607-10 O M-607-15 M-608-1 IIIIII M-609-1 O M-611-1 O M-613-1 O M-614-1 O M-614-2 O M-615-1 O M-615-2 O M-616-1 O M-620-1 O M-620-2 O M-620-11 O M-620-12 O M-629-1 NEW OR M STANDARD PAGE REVISED TITLE NUMBER O WIRE FENCES AND GATES (3 SHEETS) ...................... 04-86 O CHAIN LINK FENCE (3 SHEETS) .............................. 87-89 O BARRIER FENCE .................................................... 90 O DEER FENCE AND.GATES (2 SHEETS) ....................... 91-92 O PICKET SNOW FENCE..............................................93 O ROAD CLOSURE GATE (9 SHEETS) .......................... 94-102 O CURB RAMPS (4 SHEETS) .................................. 103-106 O CURBS, GUTTERS, AND SIDEWALKS (3 SHEETS)........... 107-109 O CATTLE GUARD (2 SHEETS) ................................. 110-III O ROADWAY LIGHTING (4 SHEETS) ........................... 112-115 O RUMBLE STRIPS (3 SHEETS)....- .......................... 116-118 O SAND BARREL ARRAYS (2 SHEETS) ........................ 119-12D O EMBANKMENT PROTECTOR TYPE 3. . ............. ............. 121 O EMBANKMENT PROTECTOR TYPE 5.............................. 122 O INVERTED SIPHON... .......... __ ............................... 123 O FIELD LABORATORY CLASS 1...................................Y24 O FIELD LABORATORY CLASS 2................................... 125 O FIELD OFFICE CLASS 1.......................................... 126 O FIELD OFFICE CLASS 2.......................................... 127 O SURVEY MONUMENTS (2 SHEETS) .......................... 128-129 THE STANDARD PLAN SHEETS INDICATED HEREON BY A MARKED BOX ARE TO BE USED TO CONSTRUCT THIS PROJECT. ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED AND REVISED, APPLY TO THIS PROJECT WHEN USED BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. city Of Collins CITY OF FORT COLLINS 261 NORTH COLLEGE AVENUE FORT COLU S. CO W52 970-221-6605 FAX:-221-6376 PLAN NEW OR S STANDARD PAGE NUMBER REVISED TITLE NUMBER O S-612-1 O DELINEATOR INSTALLATIONS (5 SHEETS) .................... 131-135 O S-614-1 O GROUND SIGN PLACEMENT (2 SHEETS). .............. ....... 138-137 O S-614-2 O CLASS I SIGNS ........................... ............... ............ 138 O S-614-3 O CLASS 11 SIGNS ............................. I....................... 139 O S-614-4 O CLASS III SIGNS (3 SHEETS) ........ ............... ........ -140-142 O S-614-5 O BREAK -AWAY SIGN SUPPORT DETAILS ........................ 143-144 FOR GROUND SIGNS (2 SHEETS) O S-614-6 O CONCRETE FOOTINGS AND SIGN ISLANDS............. ....... 145-146 FOR CLASS HI SIGNS (2 SHEETS) O S-614-8 O TUBULAR STEEL SIGN SUPPORT DETAILS (5 SHEETS)...... 147-151 O S-614-10 O MARKER ASSEMBLY INSTALLATIONS ............................... 152 O S-614-12 O STRUCTURE NUMBER INSTALLATION ............................... 153 O S-614-14 O FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS). 154-156 O S-614-20 O TYPICAL POLE MOUNT SIGN INSTALLATIONS ...................... 157 O S-614-21 CO CONCRETE BARRIER SIGN POST INSTALLATIONS ................. 158 CO S-614-22 O TYPICAL MULTI -SIGN INSTALLATIONS...........- ................. 159 O S-614-40 O TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS......... I60-166 (7 SHEETS) O S-614-40A O ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS.... 167-171 (5 SHEETS) O S-614-50 O MONOTUSE OVERHEAD SIGNS (14 SHEETS) ................... 172-185 O S-627-1 O PAVEMENT MARKINGS ............ I. I ............. 186-190 (5 SHEETS) (REVISED 09/24/2008) O S-630-1 0 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION......... 191-202 (12 SHEETS) (REVISED 03/05/2007) O S-630-2 CO BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) .............. 203 AND VERTICAL PANELS O S-63D-3 O FLASHING BEACON (PORTABLE) DETAILS .......................... 204 FCOLORADO T Of TRANSPORTATION RD PLANS LIST STANDARDS 04, 2006 PELSBLIRG nol.'r a ULLEVIG As Constructed MASON BIKE PEDESTRIAN TRAIL Project No./Cc RTMENT N0 Re'M1S0": STANDARD PLANS LIST AOC M455-090 ION Reeved: Oesgne. SPG 165B4 26 Delmer: N Void. S6eel Subset I Subset Sheets: SP-1 77 Sheet Numbp MASON BIKE / PEDESTRIAN TRAIL GENERAL NOTES (SHEET 1 OF 2) I. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS ON THIS PROJECT SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS PERTAINING TO THE CITY OF FORT COLLINS. AND THE COLORADO DEPARTMENT OF TRANSPORTATION (COOT) STANDARD SPECIFICATIONS AND STANDARD PUNS. IF THE LARIMER COUNTY AND COOT STANDARDS ARE IN CONFLICT, THE MORE STRINGENT STANDARD OR DETAIL SHALL APPLY AS DETERMINED BY THE CITY OF FORT COLLINS REPRESENTATIVE. 2.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3.THE CONTRACTOR SHALL HAVE ONSITE AT ALL TIMES, ONE (1) COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS. ONE (1) COPY OF THE APPROVED TRAFFIC CONTROL PUN, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THIS PROJECT. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS AS SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED. OR CONSTRUCTED. UNLESS SPECIFICALLY NOTED OTHERWISE. S.THE CITY OF FORT COLLINS WILL PROVIDE ALL CONSTRUCTION SURVEYING ON THIS PROJECT. ALL REQUIRED SURVEYING SHALL BE SCHEDULED BY THE CONTRACTOR AT LUST 48 HOURS IN ADVANCE OF TIME THE SURVEYING IS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE SURVEY MONUMENTS AND STAKES. ANY COST OF RE —STAKING SHALL BE PAID FOR BY THE CONTRACTOR. 6.AFTER FINAL ACCEPTANCE BY THE CITY OF FORT COLLINS. ALL PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED BY THE CONTRACTOR TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 7.IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PUNS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK AND CONTACT THE CITY OF FORT COLLINS REPRESENTATIVE IMMEDIATELY. &THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY FOR THE CONSTRUCTION PERSONNEL AND FOR THE GENERAL PUBLIC DURING THE DURATION OF THIS PROJECT, INCLUDING BUT NOT LIMITED TO: EXCAVATION, TRENCHING. SHORING. TRAFFIC CONTROL, PEDESTRIANS. AND SECURITY. THE CONTRACTOR SHALL REFER TO OSHA PUBLICATION 2226, EXCAVATION AND TRENCHING. 9.THE CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS AT LEAST 48 HOURS IN ADVANCE OF ANY WORK ADJACENT TO THEIR PROPERTY. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING ACCESS LOCATIONS TO ALL ' PROPERTIES AT ALL TIMES UNLESS THE CONTRACTOR OBTAINS PERMISSION IN WRITING FROM THE EFFECTED OWNER THAT AN ACCESS CAN BE CLOSED FOR A DESIGNATED PERIOD OF TIME. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING UP TO DATE AS —CONSTRUCTED INFORMATION ON A SET OF RECORD DRAWINGS THAT ARE TO BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES. THE AS —CONSTRUCTED DRAWINGS ARE TO BE MADE AVAILABLE TO THE CITY OF FORT COLLINS REPRESENTATIVE AT ANY TIME. AS —CONSTRUCTED DRAWINGS NOT TO BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE WORK. It. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN OR ARE IN CONFLICT, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS REPRESENTATIVE FOR CLARIFICATION, AND ANNOTATE THE DIMENSIONS ON THE AS —CONSTRUCTED RECORD DRAWINGS. 12, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND / OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PUNS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE. MEASUREMENTS WERE TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811. AT LEAST TWO (3) WORKING DAYS PRIOR TO BEGINNING MAY WORK, PARTICULARLY ANY EXCAVATION OR GRADING. TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. THE UN —REGISTERED UTILITIES ARE TO BE LOCATED BY THE CONTRACTOR BY CONTACTING THE RESPECTIVE REPRESENTATIVES OF EACH UTILITY. ALL UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED BY THE CONTRACTOR PRIOR TO BEGINNING ANY EXCAVATION OR GRADING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING THE CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY REPRESENTATIVES FOR ANY UTILITY CROSSINGS REQUIRED. ALL COST TO REPAIR DAMAGED UTILITIES TO BE PAID FOR BY THE CONTRACTOR. 14. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH ALL CITY OF FORT COLLINS PERSONNEL AND ALL UTILITY COMPANY REPRESENTATIVES INVOLVED, WITH REGARD TO RELOCATIONS. ADJUSTMENTS, EXTENSIONS. AND RE —ARRANGEMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND TO ASSURE THAT ALL WORK S ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTORS SHALL BE RESPONSI8LE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTIONS OF ANY UTILITY SERVICE AS WELL AS FOR THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED PERMITS. 15. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER, OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE RESPECTIVE UTILITY PROVIDER REPRESENTATIVE. THE NOTIFICATION SHALL BE A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK, AT THE DISCRETION OF THE REPRESENTATIVE OF EACH OF THE PROVIDERS. A UTILITY MEETING WILL BE HELD PRIOR TO ANY WORK AFFECTING THE UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND PROVIDING A FACILITY FOR THESE MEETINGS, NOTIFYING THE CITY OF FORT COLLINS REPRESENTATIVE OF THE MEETINGS, AND PREPARING AND DISTRIBUTING THE MEETING MINUTES. ALL COST ASSOCIATED WITH THESE UTILITY MEETINGS WILL NOT BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE WORK. Computer File Information Index of Revisions city of Cre9lion Dote: 12/12/06 carols: Zv p tCollins Lost Modification Dole: 06/11/09 Init'ols: SPG p Full Poth: L:\05138\ACAD\SHEET p CITY OF FORT COLLINS 281 NORTH COLLEGE AVENUE Droeing File Nome: M05138GNROI.dwg p FORT COLLINS. CO W522 Phone: 970-221-6605 Mod Ver. 2004 Stole: UM,: ENGLISH p FAX: g70-221-5378 16. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE. CLEARING AND GRUBBING TO BE PAID FOR AS ITEM 201 — CLEARING AND CRU881NC (LUMP SUM) AND SHALL INCLUDE REMOVAL OF ALL TRASH AND DEBRIS. VEGETATIVE AND ORGANIC MATTER, TREES OF CALIPER 4 INCHES AND LESS. BUSHES, FENCES. BARRICADES, ROCKS. AND ANY OTHER ITEMS IDENTIFIED OR NECESSARY TO BE REMOVED FOR THE CONSTRUCTION OF THE PROJECT OR AS DIRECTED BY THE CITY OF FORT COLLINS REPRESENTATIVE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS LEAVES THE SITE OR IS TRACKED ONTO THE PUBLIC STREET SYSTEM, THE CONTRACTOR SHALL REMOVE ALL MUD AND DEBRIS DAILY BY AN APPROPRIATE MECHANICAL METHOD (MACHINE BROOM SWEEP, LIGHT DUTY FRONT—END LOADER, ETC.) OR AS DIRECTED AND APPROVED BY THE CITY OF FORT COLLINS REPRESENTATIVE. THE REMOVAL OF MUD AND DEBRIS WILL NOT BE PAID FOR SEPARATE. BUT SHALL BE WCLUDEO IN THE WORK, 18. UPON THE COMPLETION OF THE CONSTRUCTION, THE CONTRACTOR SHALL CLEAN AND RESTORE THE SITE TO A CONDITION EQUAL TO, OR BETTER THAN THAT WHICH EXISTED BEFORE THE CONSTRUCTION. OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PUNS. 19. ANY EXISTING FENCES. TREES, PAVEMENTS, SIDEWALKS, CURB AND GUTTERS, LANDSCAPING, STRUCTURES, OR ANY OTHER EXISTING IMPROVEMENTS INTENDED TO REMAIN IN PUCE. THAT ARE DESTROYED, DAMAGED, OR REMOVED BY THE CONTRACTOR AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED BY THE CONTRACTOR IN LIKE KIND. ANY NECESSARY REPLACEMENT OR RESTORATION TO BE APPROVED BY THE CITY OF FORT COLLINS REPRESENTATIVE AND SHALL BE AT THE CONTRACTORS EXPENSE. 20. WHERE ANY EXISTING ASPHALT STREET IS TO BE CUT. THE STREET SHALL BE RESTORED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION TO BE DOCUMENTED BY THE CITY OF FORT COLLINS REPRESENTATIVE BEFORE ANY STREET CUTS ARE MADE, ALL PATCHING SHALL BE DONE IN ACCORDANCE WITH THE I.MIMER COUNTY URBAN AREA STREET STANDARDS. THE FINISHED PATCH SHALL BE BLENDED IN SMOOTHLY INTO THE EXISTING SURFACE. ALL STREETS WHERE MORE THAN ONE CUT IS MADE. AN OVERLAY OF THE ENTIRE STREET WIDTH. INCLUDING THE PATCHED AREA MAY BE REQUIRED. THE DETERMINATION OF THE NEED FOR A COMPLETE OVERLAY TO BE MADE BY THE CITY OF FORT COLLINS REPRESENTATIVE PRIOR TO ANY STREET CUTTING BEING MADE, 21. WHERE IT IS REQUIRED TO CUT EXISTING PAVEMENT, THE PAVEMENT SHALL BE SAW CUT ONLY TO THE FULL DEPTH OF THE PAVEMENT. SAW CUTTING WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED SUBSIDIARY TO THE REMOVAL OF THE PAVEMENT MAT, 22. THE CITY OF FORT COLONS PERSONNEL WILL INSTALL THE PROSPECT ROAD SIGNAL ALONG WITH ALL RELATED ITEMS. THE CITY PERSONNEL WILL ALSO INSTALL THE SIGNING AND STRIPING ALONG PROSPECT ROAD, THE CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE THE CONSTRUCTION WITH THE CITY OF FORT COLONS CREWS. 23. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT THE TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE SIGNS AT NO COST TO THE CONTRACTOR. IF THE CONTRACTOR MOVES ANY TRAFFIC SIGNS, THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS, AND EQUIPMENT TO REINSTALL THE SIGNS AS NECESSARY. 24. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES TO THE CITY OF FORT COLLINS FOR REVIEW AND APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING TRAFFIC WITHIN ANY PUBLIC RIGHTS —OF —WAY. THE TRAFFIC CONTROL PLAN SHALL IDENTIFY THE ANTICIPATED TYPE AND LOCATION OF THE TRAFFIC CONTROL DEVICES. PROPOSED HAUL ROUTES, THE NAME OF THE TRAFFIC CONTROL SUPERVISOR, AND ANY ANTICIPATED NEEDS FOR FLAGGING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES FOR THE DURATION OF THE PROJECT REQUIRED BY THE CONSTRUCTION ACTIVITIES OR AS DIRECTED By THE CITY OF FORT COLLINS REPRESENTATIVE. THE CONTRACTOR SHALL MODIFY THE TRAFFIC CONTROL. INCLUDING ADDING ADDITIONAL DEVICES DURING CONSTRUCTION AS NECESSARY OR AS DIRECTED BY THE CITY OF FORT COLLINS REPRESENTATIVE. ALL TRAFFIC CONTROL DEVICES NO LONGER REQUIRED SHALL BE REMOVED FROM THE SITE. ALL TRAFFIC CONTROL, INCLUDING BUT NOT LIMITED TO: TRAFFIC CONTROL SUPERVISOR, FLAGGING. INSTALLING. MODIFYING, RELOCATING. AND REMOVING TRAFFIC CONTROL DEVICES TO BE INCLUDED IN AND PAID FOR AS ITEM 630 — TRAFFIC CONTROL (LUMP SUM), AND SHALL INCLUDE PAYING FOR ANY REQUIRED FEES TO OBTAIN AN APPROVED TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL COORDINATE ANY ACCESS ONTO AND ADJACENT TO BAY FARM ROAD WITH THE CITY OF FORT COLLINS REPRESENTATIVE AND THE DESIGNATED COLORADO STATE UNIVERSITY REPRESENTATIVE PRIOR TO ACCESSING BAY FARM ROAD. BAY FARM ROAD SHALL BE INCORPRATED WITHIN THE TRAFFIC CONTROL PLAN, 25. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (COPS PERMIT). THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. THE CONTRACTOR SHALL APPLY FOR AND HOLD THE COPS PERMIT. 26. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROVED LOCATIONS AND AT AREAS OF DISTURBED SOIL BOTH ON -SITE AND OFF -SITE PRIOR TO ANY OTHER GROUND DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. TO MITIGATE THE EROSION, THE CONTRACTOR SHALL USE STANDARD EROSION CONTROL TECHNIQUES DESCRIBED IN THE COOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE COOT M & S STANDARDS, AND THE COOT EROSION CONTROL AND STORM QUALITY GUIDE. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING THE STORM AND IRRIGATION FLOWS THROUGH THE SITE AND FOR MMAGING THE STORM WATER WITHIN THE CONSTRUCTION SITE AND FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY. rELSB101.1 RG nt.r a ULLI]WIG or As Constructed MASON BIKE / PEDESTRIAN TRAIL Project No./Code CpL?Q=Eo pDEEPAARRTMENT N° Ra;,: � ;. PROJECT GENERAL NOTES AOC M455-090 OF TRANSPOfg7A71ON 1420 2ND STREET Revised: Designer: SPG - 16$B4 GGREEELEY. CO 80631 FAX: 970 350-219826 Oelodec 2v Region 4 PJG V0�' Sheet Subset: MISC Subset Sheets: ON-1 of 2 Sheet Number 3 MASON BIKE / PEDESTRIAN TRAIL GENERAL NOTES (SHEET 2 OR 2) 28. DEWATERING, IF NECESSARY, WILL NOT BE PAID FOR SEPARATELY BUT TO BE INCLUDED IN THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY AND ALL OEWATERING PERMITS, INCLUDING PROVIDING ANY REQUIRED SUPPORTING DATA 29. THE CONTRACTOR SHALL DELINEATE THE BOUNDARIES OF ALL EXISTING WETLANDS AND TREES TO BE PRESERVED WITH ORANGE PLASTIC FENCE FOR APPROVAL BY THE CITY OF FORT COLONS REPRESENTATIVE PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL NOT STORE ANY EOUIPMENT OR MATERIALS IN AREAS WHERE DRAINAGE OR EROSION COULD MOVE TOXIC MATERIALS INTO WETLANDS. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ANY SOIL OR VEGETATION DAMAGED BY CONTRACTOR NEGLIGENCE IN ACCORDANCE WITH THE DIRECTION OF THE CITY OF FORT COLLINS REPRESENTATIVE. THE TYPE OF ORANGE PLASTIC FENCE TO BE APPROVED BY THE CITY OF FORT COLLINS REPRESENTATIVE AND TO BE PAID FOR AS ITEM 607 — FENCE (PLASTIC). THE CONTRACTOR SHALL MINIMIZE, AND IF AT ALL POSSIBLE. AVOID ANY IMPACTS TO THE EXISTING WETLANDS. 30. SOIL CONDITIONING SHALL BE REQUIRED IN ALL SEEDED AREAS AS IDENTIFIED ON THE PLANS. NO OFF —SITE TOPSOIL WILL BE ALLOWED ON THE SITE. ANY TOPSOIL WITH NOXIOUS WEEDS SHALL BE REMOVED FROM THE SITE OR STOCKPILED SEPARATELY AND TREATED ACCORDINGLY. 31. THE CONCRETE BIKE PATH AND CONCRETE SIDEWALKS SWILL BE REINFORCED WITH FIBER MESH AT A RATE OF ONE AND ONE—HALF POUNDS OF FIBER MESH PER CUBIC YARD OF CONCRETE. THE COST OF THE FIBER MESH WILL NOT BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE COST OF THE CONCRETE BIKE PATH OR SIDEWALK. 32. THE CITY OF FORT COLLINS PERSONNEL WILL INSTALL THE BIKE / PEDESTRIAN TRAIL LIGHTING AND THE TRAIL SIGNING AND STRIPING. THE CONTRACTOR AND SUB —CONTRACTORS SHALL COORDINATE THE CONSTRUCTION WITH THE CITY OF FORT COLLINS CREWS. 33. FOR PLAN QUANTITIES OF BITUMINOUS MATERIALS. THE FOLLOWING RATES OF APPLICATION WERE USED DILUTED EMULSIFIED ASPHALT: 0.10 GAL. / SO. YD (DILUTED) HOT MIX ASPHALT: 110 LB. / SQ. YD. / INCH THICKNESS AGGREGATE BASE COURSE: 133 LB.,/ CU. FT. 34. A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) SHALL BE APPLIED BETWEEN THE PAVEMENT COURSES TO IMPROVE THE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SMALL CONSIST OF ONE (1) PART EMULSIFIED ASPHALT AND ONE (1) PART WATER. 35. THE TYPE OF COMPACTION FOR EARTHWORK ON THE PROJECT SHALL BE AASHTO T99. 36. THE DEPTH OF MOISTURE DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENTS BASES OF CUT AND FILLS: 6 INCHES UNDER ALL PROPOSED PAVEMENT, CURB & GUTTER, SIDEWALKS: 6 INCHES 37. THE EXCAVATION, PLACEMENT, MOISTURE CONTROL, AND COMPACTION REQUIRED FOR THE COMPACTION OF BASES OF CUTS AND FILLS WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED AS SUBSIDIARY TO ITEM 203 — UNCLASSIFIED EXCAVATION, (CIP). 38. THE CONTRACTOR SHALL BE REQUIRED TO PROHIBIT DUST FOR LEAVING THE PROJECT SITE. THE CONTRACTOR SHALL USE WATER AS A DUST PALLIATIVE WHERE REQUIRED OR AS DIRECTED BY THE CITY OF FORT COLONS REPRESENTATIVE. THE WATER USED AS A DUST PALLIATIVE WILL NOT BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE WORK. 39. A FIELD OFFICE (OR TRAILER) OR A STORAGE YARD WILL NOT BE PROVIDED FOR THIS PROJECT BY THE CITY OF FORT COLLINS OR BY CDOT. IF DESIRED. THE CONTRACTOR SMALL PROVIDE AT NO EXPENSE TO THE PROJECT A CONSTRUCTION FIELD OFFICE AND / OR STORAGE YARD. 40. ALL LANDSCAPE RELATED TASKS FOR THE COMPLETE PROJECT SITE TO BE PAID FOR AS FORCE ACCOUNT ITEM 700 — LANDSCAPING. THIS ITEM (F/A — LANDSCAPING) TO INCLUDE BUT NOT BE LIMITED T0: REMOVAL OF SOO AND PLACEMENT OF SOD IN ALL DISTURBED AREAS WHERE PRESENTLY SOD IS LOCATED; MODIFICATIONS. REHABILITATION, AND REPAIR OF ALL AFFECTED IRRIGATION SYSTEMS. INCLUDING ANY REPAIR OR MODIFICATIONS TO THE CONTROLLERS. LIMITS AND EXTENT OF IRRIGATION REPAIR TO BE AS DIRECTED BY THE CITY OF FORT COLLINS REPRESENTATIVE; TEMPORARY WATERING OF PLANTS AND SOD WHILE IRRIGATION SYSTEMS ARE NOT WORKING: FINE GRADING, INCLUDING IMPORT OR EXPORT OF TOPSOIL: TRIMMING OF ANY TREE OR BUSH AS DIRECTED BY THE CITY OF FORT COLONS REPRESENTATIVE; OR ANY OTHER ITEM TO REPAIR, REHABILITATE. OR MODIFY THE EXISTING LANDSCAPING FEATURES EFFECTED AS A RESULT OF THIS PROJECT AS DIRECTED BY THE CITY OF FORT COLLINS REPRESENTATIVE. 41. TREE TRIMMING AND/OR REMOVAL ACTIVITIES SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE FLEDGED. IN COLORADO' MOST NESTING AND REARING ACTIVITIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. HOWEVER. SINCE SOME BIRDS NEST AS EARLY AS FEBRUARY, THE CONTRACTOR SHALL HAVE PREPPARED A NESTING BIRD SURVEY SHALL BE CONDUCTED BY A BIOLOGIST BEFORE ANY TREE TRIMMING OR REMOVAL ACTIVITIES BEGIN. NESTING BIRO SURVEY WILL NOT BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE WORK. Computer File Informotion Index of Revisions City of C-6- Dole: 04/02/07 Irc'b6: ZV O rt Collins Lest Mlod icolioe Dole: 06/11/09 ;Zols: SPG O FeB P91h: L:\05138\AGD\SHEET O CITY OF FORT COLL Orenny File Nome: M05138GNR02.dn9 O FORT COLL.INS.00'9052 Acod Ver. 2004 Scde: Wits: 42. RESETTING OF THE FRISBEE GOLF TARGETS TO BE PAID FOR AS ITEM 210— RESET STRUCTURE. AND TO INCLUDE ALL NECESSARY MATERIALS AND LABOR. LOCATIONS OF THE TARGETS TO BE AS D69ECTED BY THE CITY OF FORT COLLINS PERSONNEL. 43. THE CONCRETE EXPOSURE TO SULFATE ATTACK FOR THIS PROJECT IS CLASS ZERO (0). 44. THE CONTRACTOR SHALL NOTIFY THE BNSF ROADMASTER (303.480.6413) A MINIMUM OF 30 CALENDAR DAYS IN ADVANCE OF THE START OF THE MEDIAN CONSTRUCTION ON PROSPECT ROAD. THE CONTRACTOR SMALL IDENTIFY THE CONSTRUCTION ACTIVITIES AND SCHEDULE FOR THE ROADMASTER, IF, IN THE OPINION OF THE BNSF ROADMASTER. CONSTRUCTION ACTIVITIES NECESSITATE A BNSF FLAGGER, THE CONTRACTOR SHALL REQUEST FLAGGING SERVICES FROM BNSF IN ACCORDANCE WITH THE CONSTRUCTION SCHEDULE. THE INVOICE FOR THE BNSF FLAGGING SERVICES. IF NECESSARY, SHALL BE SENT DIRECTLY TO THE CITY OF FORT COLLIN'S REPRESENTATIVE. THE CONTRACTOR SHALL GIVE THE BNSF ROADMASTER FIVE (5) WORKING DAYS ADVANCE NOTICE WHEN THE FLAGGER WILL NO LONGER BE NEEDED TO BE IN BNSF ICE WITH THE UNION REQUIREMENTS. UTILITY CONTACT LIST UTILITY/AGENCY CONTACT PHONE SANITARY SEWER / WATER (CITY OF FORT COLLINS) ROGER BUFFINGTON (970) 221-6854 ELECTRIC / LIGHTING (CITY OF FORT COLLINS) DOUG "TINE (970) 224-6152 STDRM WATER (CITY OF FORT COLLINS) GLEN SCHLUETER (970) 224-6065 FORESTER (CITY OF FORT COLLINS) RALPH ZENTZ (970) 221-6302 TELEPHONE (OWEST) BILL JOHNSON (970) 377-6401 CABLE TELEVISION (COMCAST) DENNIS GREENWALT (970) 484-7166 GAS (xCEL) RANDY BLANK (970) 225-7847 As Constructed p_� pporgg . RiAOSPORTAATRIONENT No Revi4ons: 2ND STREET CO 60631 RNised: 4EY, 126 970-330-2196 Hon ♦ PJG VdO: THE FOLLOWING ITEMS WILL BE REQUIRED ON THIS PROJECT BUT HAVE NOT BEEN TABULATED ELSEWHERE: 201— CLEARING AND GRUBBING (LS) — SEE NOTE 16 620— SANITARY FACILITY (1 — EA) 626— MOBILIZATION (LS) 630— TRAFFIC CONTROL (LS) — SEE NOTE 24 FELSBURC, ILOLT & ULLBVIG T GENERAL NOTES I AOC M455-090 S i 15584 ZV RISC Subset Sheets: GN-2 of 2 S M Number 61 Mr. SOYO.Nael/Oil and Public Safety .. Project Number 43987041 July 26, 2005 Page 2 If you have any questions or require additional information, please do not hesitate to contact us. Sincerely, TERRACON John A. ogman, P.E. Project Engineer enc.: Groundwater Monitoring Report cc: Mr. Gene Stroh/Colorado State University a Dean R. Parson, P.E. Associate Principal SUMMARY OF APPROXIMATE QUANTITIES 11011, RG II L I.T & MULLEVIG INDEX ITEM MASON BIKE/PED TRAIL BIKE / PED BRIDGE CITY (1) TO BE INSTALLED BY CITY OF FORT COLLINS PERSONNEL - FOR INFORMATION ONLY Computer File Informotion � Q O Index of Revisions City of or Fpf� t��g CCpo oo po pDEE O`LTRINSPpRTONENT CITY of FORT COLLINS 20 2ND STREET 281 ORTH COLLEGE AVENUE GREELEY. CO 80531 FORT COLLINS. CO 80522 Phone: 970-350-2126 PNohe: 970-221-680S FAX: 970-350-2195 PAX: g70-221-6378 Re ion 4 PJCr As Constructed MASON BIKE PEDESTRIAN TRAIL SUMMARY OF APPROX QUANTITIES Project No./Code C—tion ate: 12/12/06 IRir N: 2V No Reviio AOC M455-090 Lost Modilicolion ale: 06/12/09 Iritols: SPC Full P9lA: l: 05138 AGD $MEET � Revised: Daipner. SPG 16584 Orarng File ,1_ M051385ADOI.dWq Oel00er. ZV 1�yml: Acod Vev 2004 Soule: UTA ENGLISH Void' Sheet Number 5 Sheet Subset: SOAO Subset Shttts: SO-1 of 3 NO. CONTRACT ITEM UNIT OF FORT COLLINS (1) TOTAL PROJECT OVANTITY BOOK vAOE SN[n PUN AS GDNSi. PUN AS CONST. PUN AS CONST. 201 CLEARING AND GRUBBING LS 1 0 0 1 202 REMOVAL OF MEDIAN COVER MATERIAL Sr 26 0 0 26 202 REMOVAL OF SIDEWALK SY 52 0 0 52 203 REMOVAL OF CURB AND GUTTER LF 3}6 0 0 336 202 REMOVAL OF ASPHALT MAT SY 641 0 0 641 202 REMOVAL OF PAVEMENT MARKING SF 0 0 200 200 202 REMOVAL OF LIGHT STANDARD U 0 0 I 1 203 UNCLASSIFIED EXCAVATION (GIP) CY 3827 0 0 3827 203 BEADING MR 16 0 0 16 206 STRUCTURE EXCAVATION CY 0 94 0 94 206 STRUCTURE BACKFILL (CUSS 1) CY 0 21 0 24 206 STRUCTURE B.4CKFILL (CUSS 2) CY 0 47 0 67 208 EROSION LOG (12 INCH) LF 310 0 0 310 208 SILT FENCE LF 1900 0 0 1900 208 CONCRETE WASHOUT STRUCTURE EA ] 0 0 J 208 STABILIZED CONSTRUCTION ENTRANCE U 2 0 0 2 208 SEDIMENT REMOVAL AND DISPOSAL LS t 0 0 t 208 EROSION CONTROL SUPERVISOR LS 1 0 0 1 210 RESET STRUCTURE U 2 0 0 2 210 RESET GROUND SIGN G 0 0 1 1 210 RESET SIGN PANEL U 0 0 2 2 210 ADJUST MANHOLE U 3 0 0 3 212 SEEDING (NATIVE) AC 1.25 0 0 1.25 212 SOIL CONDITIONING AC 1.25 0 0 1.25 213 MULCHING (WEED FREE HAY) AC 1.25 0 0 1.25 213 MULCH TACK61ER LB 250 0 0 250 217 HERBICIDE TREATMENT MR 16 0 0 16 403 MOT MIX ASPHALT (PATCHING) (ASPHALT) TON 185 0 0 185 SUMMARY OF APPROXIMATE QUANTITIES INDEX ITEM MASON BIKE/PED TRAIL BIKE /PED BRIDGE Cltt Of FORT COLLINS (1) TO BE INSTALLED BY CITY OF FORT COLLINS PERSONNEL - FOR INFORMATION ONLY HOLTRG 11 O I.'I' & ULLGVIG Computer file Informotion O 0 Q Q Index of Revisions CttVoI S OT rt Collins �� l RAOpp ppgPARTYENT CITY OF FORT COLLINS 2a R2NNp 5?ORTAET TION 2b1 ORTN COLLEGE AVENUE GREELEY, CO BO6JI FORT COLONS. CO80522 9)0-}SO-2126 Ph —: 970-Y21-)8OS Fwx: 970-350-21y8 Realon 4 PJG As Constructed MASON BIKE PEDESTRIAN TRAIL SUMMARY OF APPROX QUANTITIES Project No. Co 1 / de Creotgn Dole: tT/12/O6 Irilioh: N Lost 4o�lication Dale: O6/IT/09 Inilioh: SPG No Revisions: AOC M455-090 Full Path: L:\05138\ACAD\SHEET Revd - Designer: SPG 16581 Drown File Nome: I1051385A002.ow 9 9 Moil- jV AEad Ver. 2004 Seole: Ihvls: ENGLI$H Void: Suet Subset: SOAP Subset Sheets: SO-2 of } c Sheet NumbH I) _ NO. CONTRACT ITEM UNIT (1) TOTAL PROJECT OUANTItt BOOx vAa[ SHEET PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. all EMULSIFIED ASPHALT (SLOW SETTING) GAL 152 0 O 152 Ill CONCRETE PAVEMENT (10 INCH) SY 63 0 O 63 120 GEOTExTIIf (EROSION CONTROL) (CLASS A) SY 243 0 0 243 506 RIPRAP (12 INCH) CY 69 0 0 69 St1 PEDESTRIAN RAILING (STEEL) LF 0 35 0 35 601 CONCRETE Cu55 D (BRIDGE) CY D 33 0 }} 60, STRUCTURAL CONCRETE COATING SY 0 50 0 50 602 REINFORCING STEEL LB 0 3693 0 3691 603 IS INCH CORRUGATED STEEL PIPE LF 78 0 0 78 603 18 INCH STEEL fND SECTION EA 6 0 0 b 607 FENCE SPOT CEDAR LF 816 0 0 816 607 FENCE (PLASTIC) LF 390 0 0 390 600 CONCRETE SIDEWALK (6 INCH) SY 233 0 0 233 608 CONCRETE CURB RAMP SY 36 0 0 36 608 CONCRETE BIKEWAY (6 INCH) SY 2421 0 0 2421 609 CURB AND GUTTER TYPE 2 (I—B) LF 477 0 0 477 609 CURB AND GUTTER TYPE 2 (N—B) LF 154 p p 154 610 MEDIAN COVER uAiEfllAl (CONCRETE) SF 480 0 0 610 MEDIAN COVER MATERIAL (STONE) TON 1.2 agp fill 2 IN ELECTRIC CONDUIT LF 0 p 320 p 0 1.2 320 611 2 INCH ELECTRIC CONDUIT (,TACKED) LF 0 0 410 410 613 3 INCH ELECTRIC CONDUIT (JACKED) LF 0 0 280 280 fit] 2 INCH ELECTRIC CONDUIT (PLASTIC) LF 0 0 IJO lxl 613 PULL BOX — (15 1/2w . 25"L : 16 3/1'p) EA 0 0 4 4 613 PULL Box — (1} ,/2w . 20"L . 12"0) EA 0 0 / q 613 WIRING LS 0 0 1 1 613 WIRING (SPECIAL) LS 0 O t 1 613 LIGHT STANDARD AND LUMINAIRE (PEDESTRIAN) EA 0 0 3 } 614 SIGN PANEL (CLASS I) SF 0 0 67.5 67.5 614 STEEL SIGN POST (U-2) LF 0 D 51.5 51.5 fit♦ STEEL SIGN POST (2x2 INCH TUBING) LF 0 0 68 fig fill PEDESTRIAN SIGNAL FACE (16) (COUNTDOWN TYPE) EA 0 0 2 2 614 TRAFFIC SIGNAL FACE (12-12-12) EA 0 0 6 6 614 TRAFFIC SIGNAL CONTROLLER CABINET EA 0 0 1 T-1 SUMMARY OF APPROXIMATE QUANTITIES 11 0 1- 1, & t10 L1� X ULLM6 INDEX ITEM MASON BIKE/PED TRAIL BIKE / PED BRIDGE Cltt OF FORT COLLINS (1) TOTAL (1) TO BE INSTALLED BY Cltt OF FORT COLLINS PERSONNEL - FOR INFORMATION ONLY Computer File Informotion � Q Q O Index of Revisions aT or FO�tCO�IIFIS = c /^�. COL?RAGO DEPARTMENT OF RAN STREET TION CITY OF FORT COLLINSAVU 20 2No STREET 2B1 NORTH CO 8 AVENUE GREELEY, CO 5063t FORT COLLINS.B. co 6 522 Phone: 0-3 0-2198 PAX: 9J0-221-8805 FAX: 9J0-]30-2t9B FAX: BJo-22t-6]JB Re ion ♦ PJG As Constructed MASON BIKE PEDESTRIAN TRAIL SUMMARY OF APPROX QUANTITIES Project No./Code Crmtion Dote: 12 12 O6 IrRiuh: Zv / / No RCnsions: AOC M455-090 Lml Lbdilicot'nn Dote: 06/22/02 Irillols: SPG Full Path: L:\OS1SB\ACAO\SHEET Revised: Deigner: SPG I658♦ Dro.nq File Nome: MO5I JBSA003.dwq DEIOBU: Zv Aced Ver. 2004 Scale: (Mils: ENCLISH VO4: Sheet Subset: SOAO Subset Sheets' S0-} of 3 Sheet Number % NO. CONTRACT ITEM UNIT PROJECT QUANTITY 800X vAG[ SHCET PLAN AS CONST. PLAN AS CONST. PLAN AS CONST. 61a 614 PEDESTAL POLE (J FOOT 6 INCH) PEDESTRIAN PUSH BUTTON EA EA 0 D 0 0 I 2 I 2 614 814 TRAFFIC SIGNAL POLE STEEL (1 MAST ARM) TRAFFIC SIGNAL PEDESAL POLE STEEL EA EA 0 D 0 0 2 2 2 2 614 fits TELEMETRY (FIELD) TRAFFIC SIGNAL CONTROLLER (TYPE 170) EA EA 0 0 0 0 2 t 2 I 614 620 TRAFFIC SIGNAL EQUIPMENT SANITARY FACILITY EA EA D 1 0 0 2 0 2 I 622 622 INFORMATION CENTER BENCH EA EA 1 2 0 0 0 0 1 2 622 625 TRASH RECEPTACLE CONSTRUCTION SURVEYING EA LS I 0 0 0 0 1 I 1 626 627 NOBIU2ATION PAVEMENT NARKING PLANT LS GAL 1 0 0 0 0 7 1 7 627 628 PREFORMED THERMOPLASTIC PAVEMENT NARKING (WORD -SYMBOL) BRIDGE GIRDER AND DECK UNIT (120' - 4") $F EA 0 0 0 I 328 0 320 I 630 TRAFFIC CONTROL LS 1 0 0 1 FORCE ACCOUNT ITEMS 700 700 F/A MINOR CONTRACT REVISIONS F/A FUEL COST ADJUSTMENT FA FA 1 I 700 700 F/A ON-THE-JOB TRAINEE F/A OJT COLORADO TRAINING PROGRAM HOUR FA 0 I 700 700 G/A EROSION CONTROL F/A RAILROAD FLAGGING FA FA I 1 700 700 F/A LANDSCAPING F/A ENVIRONMENTAL HEALTH k SAFETY MANAGEMENT FA FA 1 1 EARTHWORK NOTES - SPRING CREEK TO PROSPECT ROAD• I. ALL EARTHWORK ON THIS PROJECT TO BE PAID FOR AS ITEM 203 - UNCLASSIFIED EXCAVATION (COMPLETE -IN -PULE). THIS ITEM TO INCLUDE: REMOVAL OF MATERIAL AS DESIGNATED ON THE PLANS. ALL NECESSARY HAULING, STOCKPILING, PLACEMENT OF MATERIAL AS DESIGNATED, COMPACTION AS SPECIFIED. WETTING, ANY DISPOSAL OFF OF THE PROJECT SITE, AND ALL OTHER EFFORTS NECESSARY FOR THE EXCAVATION AND PLACEMENT OF THE EMBANKMENT MATERIAL. 2. IT IS ANTICIPATED THAT THE MATERIAL GENERATED ON -SITE FOR THE SPRING CREEK CHANNEL EXCAVATION TO BE USED FOR THE EMBANKMENT UNDER THE TRAIL. 3. NO FACTOR HAS BEEN INCORPORATED FOR POSSIBLE SHRINKAGE OCCURRING DURING THE COMPACTION PROCESS. e. THE INFORMATION PROVIDED IN THE SUMMARY OF EARTHWORK IS PROVIDED FOR THE GENERAL USE BY THE CONTRACTOR. NO MASS DIAGRAM HAS BEEN PREPARED TO SHOW ANY METHODS OF MOVEMENT OF THE MATERIAL. THE CONTRACTOR SHALL DETERMINE THE MOST EFFICIENT METHOD TO PERFORM THE EARTHWORK FOR THE CONSTRUCTION OF THE PROJECT. IT IS POSSIBLE THAT ADDITIONAL BORROW MATERIAL MAY BE REOUIRED TO CONSTRUCT INITIAL PORTIONS OF THE PROJECT, AND THEN DISPOSAL OF EXCESS MATERIAL THAT IS REQUIRED TO CONSTRUCT LATER PORTIONS OF THE PROJECT. NO ADDITIONAL COMPENSATION WILL BE PAID FOR MULTIPLE HANDLING OF THE MATERIAL AND FOR PROVIDING BORROW MATERIAL AS NECESSARY TO CONSTRUCT THE PROJECT. S. PRIOR TO PLACING ANY EMBANKMENT MATERIAL, THE EXISTING GROUND SURFACE TO BE CLEARED OF ALL VEGETATIVE AND OTHER ORGANIC MATTER WITHIN THE LIMITS OF WHERE THE EMBANKMENT MATERIAL IS TO BE PLACED. THE CLEARED SURFACE SHALL THEN BE BROKEN UP BY PLOWING OR SCARIFYING TO A MINIMUM DEPTH OF 6 INCHES. AND COMPACTED TO THE SPECIFIED EMBANKMENT DENSITY. THE REMOVAL OF VEGETATIVE AND OTHER ORGANIC MATTER TO BE PAID FOR AS ITEM 201 - CLEARING AND GRU8BING.(SEE GENERAL NOTES). 6. ALL MATERIAL CLASSIFICATIONS SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM STANDARD PROCTOR DENSITY (AASHTO T-99) WITHIN 2.0 PERCENT OF THE OPTIMUM MOISTURE CONTENT, 7. SEE THE STORM WATER MANAGEMENT PLANS FOR THE EMBANKMENT SIDE SLOPES TREATMENT AND SEEDING REOUIREMENTS. 8. TOPSOIL AS DETERMINED BY THE CITY OF FORT COLLINS REPRESENTATIVE SHALL BE STRIPPED AND STOCKPILED, AND THEN PLACED ON THE TRAIL EMBANKMENT SIDE SLOPES AND ON THE SPRING CREEK FLOODPLAIN OVER -EXCAVATION SITE. ALL TOPSOIL STRIPPING, STOCKPILING, HAUL, AND PLACEMENT SHALL BE INCLUDED IN ITEM 203 - UNCLASSIFIED EXCAVATION (CIP). 9. SEE GENERAL NOTES 35. 36. AND 37 FOR ADDITIONAL EARTHWORK NOTES Dole: 12/12/2 6 IuloN: PC 0 Ilicat'oa Dote: 06/11A Irotoh: SPC C—1 Ormilg File Nome: AcoO Ver. 2004 Scale: SUMMARY f)F FARTHWORK — CPRING CRFFIC Tn PPMPFPT anen INDEX ITEM PROJECT TOTALS BDO.IPAG+< UN ASSIFI O EXCAVATION ICIN SPRING CREEK FLOODPLAIN OVER -EXCAVATION (SEE BORROW SITE GRADING PLAN) CU. YES. 3827 TOTAL FOR PAY QUANTITY 3827 EMBANKMENT MATERIAL (FOR INFO ONLY1 CU. YOS. 1827 BIKE / PEDESTRIAN TRAIL EMBANKMENT (SPRING CREEK TO PROSPECT ROAD) TOTAL 1827 ROADWAY OL.NTITIES BAL NCE (INFO ONLY) CU. YOS. 1827 3827 2000 EMBANKMENT NET UNCLASSIFIED EXCAVATION (TP) EXCESS MATERIAL a1ya1 As Constructed MASON ft CO�llns SPRING cor „� QL �R�A�D,P ,QEPARTMENT �` """"0.'RTATION No Rerisia SL CITY OF FORT COLLINS 1420 2N0 STREET RNaed: DCSXfaef: FORTNORTH COLLEGE AVENUE PORT 70070 , CO 80522 GREELEY. CO 80631 Pn 970-350-2126 0elader: FAX: 970021-a805 PAX: 9]0-221-6]78 FAX: 970-350-2198 Re ion ♦ PJG Void: Sleet Subset: to PROSPECT ROAD OF EARTHWORK PELSBURG 11OL I' & ULLEV I eject No./Code AOC M455-090 11584 Subset Sbeels: SE-1 01 1 SIX'tl Number 8 STRUCTU BIKE / PEDESTRIAN TRAIL - - - ,�.�MASON . - _ fflTMENT CITY OF FORT COLLINS ­20 2NO.STREET., ON -■� BIKE PEDESTRIAN- TRAIL TABULATION OF REMOVALS �� ��� ��� .,?=fp8RTP ACC■C■■�■.CCC.CC■�■■ ■CC■CCCCCC■CC■CC■BCC CCCC�CCCCCC■��CCC■�■ BCC■=C■==-CCBCCCCC■■ �C®Cm■�Cs�o�sCCCCC■■ TABULATION OF SURFACING MOT Ylx E4ULSIFlED CONCRETE MEDIAN COVER MATERIAL PGLSBURG I I O I.'I' & ULLGVIG Computer File Information O Q Q O Index of Revisions cnyof or t Collms CCppLORADp p¢PARTMENT No CITY OF FORT COLLINS OF TRANSPORTATION 1420 2ND STREET Revised: let ORTN COLLEGE wVENUE GRE rj CO a*131 FORTNCOLL;N5. CO W522 Pnon�: g70-350-2126 Fiz�9T0�22221-6605 FAx: 9'0-350-2189 Void: 6378 Re 1O ♦ PJG As Constructed MASON BIKE /PEDESTRIAN TRAIL TABULATION OF SURFACING Project No./Code Croatian Date: 12/1z/o3 Iryrbti: zv Lost IAodilicolion Dole: 06/11/09 Irul'oN: SPG ReNSOn' Apc u.ss-o90 TO Polh: L:\05138\ACAD\SHEET Designer: SP0 16584 Dro.in File Name: u0513$TAB02.tl1! 9 9 Acod Ver. 2001 Scale: Urcll: ENOU$H Detoiler: 2V Sheet Number 0 StKel Subset TDbulotion5 Subset Sheels' $T-1 of 1 STATION /LOCATION ASPHALT (PATCHING)(ASPHALT) ASPHALT (SLOW SETTING) PAVEMENT (10 INCH) (CONCRETE) uEDwN COVER MATERIAL (STONE) TON GAL Sy 5i TON PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PUN FINAL BIKE PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD PROSPECT ROAD 185 152 63 aDp 1.2 PROJECT TOTALS IDS 152 63 aD0 1.2 TABULATION OF CURB AND GUTTER, BIKEWAY, SIDEWALK, RAMPS STATION / LOCATION CURB AND GUTT R TYPE 2 CONCRETE CURB (SPRING CREEK TO PROSPECT ROADF PROJECT TOTALS FFLSBURG 1101.F & ULLEVIG Computer File Informotion 0 p p p Index of Revisions Qryof or �� rtCUll�ns CCO ?p po EE OFL7tNSPSRT �ONENT CITY OF FORT COLLINS 20 2Nn STREET 2e1 ORT11 COLLEGE wvERUE GREELE�j CO 80631 EORT cYCUNS. Co W522 Plwnrr: 9]0-350-2136 FAX: 970-221-6378 5 FAX9]0-350 -2198 Re ion 4. PJG As Constructed MASON BIKE / PEDESTRIAN TRAIL TABULATION OF CURB AND GUTTER Project No./Code Creo6on Dote: 12/12/06 Init'aIs: ZV Na Revi4ons: AOC N455-090 Lost Llodlkot'on Date: 06/11/09 Wtiols: SPG Full Poth: L:\D5138\ACAD\SHEET Revised: Designer: Detoier: SPC 16584 D1o.ing Fit, Nome: N05138TAEi03.tl.g ZV Atod Ver. 2004 Sale: Urits: ENGLISH yak. Sheel $uDHl: Tobulations SuDsel Shttts: CGT-1 of 1 Sneel Numoer � 1 TABULATION OF FENCING AND GENERAL ITEMS wiiiiiiii 1111111110111111111 IIIIIIIIIIIIIIM NIIIIIIIIIIII fIIIIIIIIIIIIIII (1) TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL (2) WIRING REQUIRED FOR THE INSTALLATION OF THE LIGHT STANDARDS AND LUMINAIRES FGLSBURG 1101.1 ' & ULLGVIC, Computer File Information O O 0 Index of Revisions uTTm t Colons CITY OF FART COLLINS 281 ORTN COLLEGE AVENUE FORT COLLINS. CO 80822 Fwz �9 TO-2 '-"78 8 _,_ or C LpRAOp pgPARTNENT O TRANSPORTATION 20 zND STREET pREELEY, CO 80831 9)O-35D-2126 _: 0T0-35o -2198 Region • PJG As Constructed MASON BIKE PEDESTRIAN TRAIL TABULATION OF FENCING GEN ITEMS Project No. 1 /Code Cwbon Date: 12/12/06 Wtuh: N Lost Modlic ton Dole: 06/11/09 blush: SPG No Revi4ons: AOC N455-090 Full Path : L\05138\ACAD\SHEET Re red: Deigner: SPG 0,: FDe Nomr. M051381TAB04.tlwq 9 yald; DllOiltr: 2V 16584 Sheel Number 2 A<00 Ver. 2004 $oNe: Urns: ENGLISH Sheel $ubxb Tobulo4ons SuDxl $httts: CR-1 0l 1 C����C�C��C� VARIES 2' 1 12' 2' VARIES SEE PLAN SHEETS) (SEE PLAN SHEETS HCL o 0 x N 6' 6' o x N PROFILE VARIES G(PG) MAX.) POSS C POSS 2R — 2% — SPLIT CEDAR FENCE (TYP.) vMIES i ' .LINE - •\�. •\J ,� (SEE DETNL) OS 6- CONCRETE BIKEWAY (SEE NOTE) WITH TRANSVERSE BROOM FINISH (TYP.) COMPACTED SUBGRADE BIKE/PEDESTRIAN TRAIL LOOKING NORTH NOTE: THE CONCRETE BIKE PATH TO BE REINFORCED WITH FIBER MESH. THE FIBER MESH TO BE MIXED AT THE RATE OF ONE AND ONE-HALF POUNDS PER CUBIC YARD OF CONCRETE. THE FIBER MESH WILL NOT BE PAID FOR SEPARATELY. BUT TO BE INCLUDED IN THE COST OF ITEM 608 - CONCRETE BIKEWAY. POSS - POINT OF SLOPE SELECTION RG II 'f & 110 LT ULLEVIG Computer File Informotion Q Q Q O Index of Revisions Gty of D tCOlims i s 8LQL R E DEPARTMENT CITY OF FORT COLLINS "i �RANSPpRTA7lON 20 2NO STREET 281 NORTH COLLEGE AVENUE GREELEY, CO 50-2 FORT COLLINS. CO 60522 n g10-350-2126 F�XT 9)0�22=�8]lB 5 FAX: 9]0-350-21a8 Re to ♦ PJG As Constructed MASON BIKE / PEDESTRIAN TRAIL TYPICAL SECTION Project No./Code Cre°lion Dote: 12/12/06 16t"ol: ZV N. RenSO"' ADC M455-090 Lost Modification Dote: 06/11/09 Wtob: SPG Full Path: L:\0.5138\ACAD\SHEET RN6ed:16584 Designer: SPG Droning File Name: RO5138TYPOt.dng DCIGiler ZV ACod Ver. 2004 Scde: Units: ENGLI$H Void: Sheet Subset: TYPICAL Subset Sheets: TY-1 Of 1 Sheet Number 13 6' DIA POST 10'-0' 1 MAXIMUM CAP r i SLOPE TOP / POST AND RAIL NG BETWEEN ' I SHALL BE LIMITED TO •' •' DU. WOOD PEDESTRIAN RAIL r RAILING 6" DIA. WOOD POST 'I i •i I I F-1I1-I'` TOP of T ihI FI"- =1 III-T-r TOP 6•m=m—� FINISHED N 7 IGT=T •'' 1�\ GRADE CONCRETE FOOTING I 1'-6' ` END OF ABUTMENT lY WINCWALL OR f END RETAINING WALL POST — 6 1'-6' TRAIL FENCE INTERSECTION AT SPLIT CEDAR FENCE PEDESTRIAN RAILING (SEE BRIDGE DRAWINGS FOR RAILING DETAILS) NOTES 1. ALL WOOD POST AND RAILS TO BE CEDAR. OR AS APPROVED BY THE CITY OF FORT COLLINS. O RG HLT 11 O I.'1' & ULLEV I Com uter File Information Index of Revisions aTyot or As Constructed MASON BIKE / PEDESTRIAN TRAIL project No./Code oeetbn Dote: 1 z/v/ofi L l oh: sPc Q or Cottin5 Lost MoQficolion Dole: 06/11/09 Irlitiol, SPG O ff. FL RAOQ 8g1fTlV1ENT No Re" ws: FENCE DETAIL AOC M455-090 Full Path: L:\05138\ACAD\SHEET O CITY OF FORT COLLINS 14 � aP"RTATION 20 2NO STREET Reviud: Dtsigner: PG 1658• ter NORTH COLLEGE AVENUE GREELEY. CO 80.31 Drow'vIg File Nome: RO51}BttP02.dwg O FDRTNCOLLINS. CO 8os22 GREEL 910031063 t26 Detoeer: SPG 51 Aced Ver. 2004 Scale: Units: ENGLISH J�J Fhz-p)970-221-6B 5 FAx: 920-300-2198 yed; $heel Number j �} Re ion • PJG S1-1 Subut: DETAIL $abut Sheets: FD-01 of 1 Groundwater Monitoring Report — Second Quarter 2005 (?tat'cs' �dd��ti�r Project Number 43987041 July 26, 2005 Page 6 of 8 • Default receptor type of worker — typical. Default values were used for saturated zone parameters of silty sand to loam to estimate more conservative SSTLs versus using the measured hydraulic conductivity. The estimated SSTLs using the hydraulic conductivite of 3 x 10^-8 measured in the laboratory were found to be too high when compared to actual site contamination and field data. Using the above referenced model input parameters, the BP Risk model generated the following SSTLs: • Benzene — 1.1 mg/L (1,100 µg/L); • Toluene — 530 mg/L. (530,000 µg/L), equal to the chemical solubility; • Ethylbenzene — 170 mg/L (170,000 µg/L), equal to the chemical solubility; • Xylenes — 200 mg/L (200,000 µg/L), equal to the chemical solubility; and • MTBE — 38 mg/L (38,000 µg/L). The SSTLs are shown on Table 1. BTEX concentrations have been observed less than SSTLs since January 2000. MTBE concentrations were observed less than SSTLs in groundwater samples collected from the site in July 2005. Groundwater samples collected from the site prior to July 2005 did not include analysis for MTBE. 6. CONCLUSIONS AND RECOMMENDATIONS The following conclusions are made based on information obtained from the quarterly groundwater monitoring performed in July 2005: I. Benzene concentrations observed in the groundwater samples collected from MW-8 in July 2005 were above the CGS of 5 pg/L. 2. MTBE concentrations observed in groundwater samples collected from MW-8 in July 2005 were above the RBSL of 20.0 µg/L. 3. Based on Tier II SSTLs, BTEX concentrations have been observed less than SSTLs since January 2000 groundwater sampling event. GENERAL NOTES ALL WORK SHALL BE DONE ACCORDING TO THE 2005 COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH DETAILS SHOWN IN THESE PUNS, AND SECTION 206 OF THE CDOT STANDARD SPECIFICATIONS. EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M-213. EXPANSION JOINT MATERIAL SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF ITEM 601 - CONCRETE CLASS D (BRIDGE). ALL CONCRETE SHALL BE CLASS D. ALL CONCRETE SHALL MEET THE CRITERIA OF STANDARD SPECIAL PROVISION, REVISION OF SECTIONS 601 AND 701. STRUCTURAL CONCRETE. FOR EXPOSURE CUSS 0. THE FINAL FINISH FOR ALL EXPOSED CONCRETE SURFACES SHALL BE CLASS 2. UNLESS OTHERWISE NOTED. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED h INCH, UNLESS SHOWN OR OTHERWISE NOTED. A STRUCTURAL CONCRETE COATING FINISH WILL BE REQUIRED ON EXPOSED CONCRETE SURFACES. 70 1'-0" MIN. BELOW FINISHED GRADE. AND AS REOUIRED BY THE PROJECT SPECIFICATIONS. THE COLOR SHALL MATCH THE BRIDGES ALONG THE MASON TRAIL SOUTH OF SPRING CREEK (AS SELECTED BY THE CITY OF FORT COLLINS). THE COLOR SHALL BE SELECTED FROM TEST PANELS PROVIDED BY THE CONTRACTOR. THE FOLLOWING STRUCTURAL STEEL SHALL BE AASHTO M-183 (ASTM A-36): COVER PLATES AND ANGLES. GRADE 60 REINFORCING STEEL IS REQUIRED. ALL REINFORCING STEEL SHALL BE NON -COATED (BLACK), ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS PLACED. THE CONTRACTOR SHALL NOT BACKFILL STRUCTURE UNTIL ABUTMENT AND RETAINING WALLS HAVE REACHED DESIGN STRENGTH. ALL REINFORCEMENT SHALL HAVE A CLEAR COVERAGE OF TWO INCHES. EXCEPT AS SHOWN ON PLANS. CLEAR COVERAGE SHALL BE MEASURED FROM THE SURFACE OF THE CONCRETE TO THE OUTSIDE OF THE REINFORCEMENT. THE FOLLOWING TABLE GIVES THE MINIMUM CLASS 8 LAP SPLICE LENGTH FOR BLACK (NON -COATED) REINFORCING BARS PLACED N ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS SPACED LESS THAN 6" ON CENTER. BAR SIZE /4 1 /5 1 /6 1 /7 1 /8 /9 /10 /11 SPLICE LENGTH FOR CLASS 0 CONCRETE 1'-0" 1'-4" 1'-7" 1'-11" 2'-5" 3'-1" 3'-11" 4' THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. B.F. BACK FACE E.P. EACH FACE F.F. - FRONT FACE T.O.W - TOP OF WALL E . EXPANSION BEARING END F - FIXED BEARING END THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND U7ILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 AT LEAST 3 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. CROSS REFERENCE SUBSET SHEET NUMBER B (IF BLANK, REFERENCE IS TO SAME SHEET) SECTION OR DETAIL IDENTIFICATION Computer File Informotion Creation Dole: 01/09/07 Wticls: wJM Q L. Nodilimlion We: 06/11/09 Wrals: wJM Q Fun Polh: L:\05136\Ac°d\Sheet\ Q I Acod Ver. 2004 ISCole: VARIES Urils: ENGLISH DESIGN DATA AASHTO GUIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES AASHTO, 171h EDITION DESIGN METHOD: ALLOWABLE STRESS DESIGN AS SPECIFIED IN AASHTO DESIGN LOADING (PEDESTRM BRIDGE): LIVE LOAD: 1) o) 65 PSF UNIFORM LIVE LOAD FOR PRIMARY STRUCTURE ELEMENTS (TRUSSES) b) 85 PSF UNIFORM LIVE LOAD FOR BRIDGE DECK FLOOR SYSTEM, INCLUDING SECONDARY STRINGERS. FLOOR BEAMS, AND CONNECTIONS TO PRIMARY ELEMENTS (TRUSSES). 2) 20.000 LB LIGHT TRUCK LIVE LOAD (H-10 TRUCK) 3) 35 PSF WIND LOAD UTILITIES: 2 PSF REINFORCED CONCRETE: CLASS 0 CONCRETE: VC 4.500 psi REINFORCING STEEL: ly 60.000 psi STRUCTURAL STEEL: COVER PLATES AND ANGLES: AASHTO M-183 (ASTM A-36) BRIDGE STEEL: SEE REVISION OF SECTION 628 SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION UNIT TOTAL 206 STRUCTURE EXCAVATION CY 94 205 STRUCTURE RACKFILL CLASS 1 CY 24 206 STRUCTURE BACKFILL CLASS 2 CY 47 514 PEDESTRIAN RAILING STEEL LF 35 601 CONCRETE CLASS D BRIDGE CY 33 601 STRUCTURAL CONCRETE COATING Sv 50 702 REINFORCING STEEL LB 3693 613 2 INCH ELECTRICAL CONDUIT LF 320 628 BRIDGE GIRDER AND DECK UNIT 120'-4- EA 1 Q1 OUANTITY INCLUDES CONCRETE IN BRIDGE ABUTMENTS AND FOUNDATIONS ONLY. OUANTITY DOES NM INCLUDE CONCRETE IN BRIDGE DECK. (2)THE COST OF THE CONTRACTOR -INSTALLED CONCRETE CLASS D AND REINFORCING IN THE BRIDGE DECK SHALL BE INCLUDED IN ITEM 628. BRIDGE GIRDER AND DECK UNIT (120'-4"). THE CONCRETE BRIDGE DECK DESIGN, INCLUDING THE REINFORCING REOUIREMEN7S, SHALL BE PROVIOEO SY THE BRIDGE MANUFACTURER. Q3 CONDUIT SHALL BE SCHEDULE 80 PVC. COST SHALL INCLUDE CONDUIT SUPPORT BRACKETS ON BRIDGE, AND PULL BOXES OFF BRIDGE. INDEX OF DRAWINGS DWG. NO. DESCRIPTION BI GENERAL INFORMATION 82 PEDESTRIAN BRIDGE GENERAL LAYOUT 6 3 PEDESTRIAN BRIDGE DETAILS 84 ABUTMENT DETAILS 85 PEDESTRIAN RAILING DETAILS STRUCTURE DESCRIPTION P OFSTRIAN BRIO. OV R <pplN. RFFK 120'-4" PREFABRICATED STEEL TRUSS BRIDGE, CONCRETE DECK, ON CAST -IN -PLACE ABUTMENTS OVER SPRING CREEK, FORT COLLINS, COLORADO 14'-0" WIDTH, RAILING TO RAILING END OF ABUTMENT WINGWALL GRADE — - 1 LIMIT 1 1 L 1 ABUTMENT FOR PAY LIMIT FOR STRUCTURE 1'-6" FOOTING V-6" STRUCTURE EXCAVATION I'-6" I.-6. EXCAVATION SECTION THROUGH ABUTMENT STRUCTURE SECTION EXCAVATION THROUGH WINGWALLS AT BRIDGE ABUTMENT 2 TRAIL GRADING ABUTMENT STRUCTURE WINCWALLS FINISHED PAVEMENT LANE P BACKFILL / SUBGRADE ., .._ STRUCTURE (CLASS 1) STRUCTURE BACKFILL STRUCTURE BACKFILL END OF (CLASS 1) BACKFILL (CLASS 2) ABUTMENT WINCWALL I STRUCTURE (CLASS 2) FINISHED I BACKFILL (CLASS 2) f GRADE I FINISHED GRADE PAY LIMITS FO ABUTMENT 1'-6" STRUCTURE 1'-6" FOOTING 1'-6" 1'-6" BACKnLL SECTION THROUGH ABUTMENT SECTION THROUGH WINCWALLS STRUCTURE BRIDGE A6UTMENT RACKFILL AT FELSBURG 1101.1 & ULLI3VIG atyot As Constructed MASON BIKE / PEDESTRIAN TRAIL Project No./Code FtC0��1115 SPRING CREEK TO PROSPECT ROAD ADC M455-090 —or COLORADO DEPARTMENT GENERAL INFORMATION CITY OF FORT COLLINS OF TRANSPORTATION 20 2NO STREET RNised: Des' a B. MARCATO 19° r' 16584 281 ORTR COLLEGE ENUE FORT COLLINS, CO 00522 pR�E^LEv, CO 80631 ° 970-350-2126 Dekuler: B. MARCATD Void: 10 CC Sheet N°oaer )J 11a e. 970-221-6605 FAX: 970-221-6378 X: 970-350-2198 Re ion 4 DJM B 9 Sheet Subset: BRIDGE 1 11 Subset Sheets: et of 5 12 1 11 - 2—'0ELETRI AL UIT 80 PVC) PENDED ON2 RIDOECCON CONTINUING LIGHTSDATEEACH END OFSBRIDGE. TOTAL LENGTH BETWEEN LIGHTSNEAR BRIDGE = 160 FEET3. •.' p'o 1Y7� PROVIDE 16"a16'a6' PULL BOX AT EACH END. SEE SHEET 83 t^ Z FOR MOUNTING ON RIDGE. AND SHEET B4 FOR PLACEMENT 7` GT AROUND ABUTMENT.1 IIIll1 TOE OF SLOPE 6 PULL BO% (16"a 16"a6"), TYP. OVERHEAD LIGHT (BY OTHER • WOODEN FENCE, 'BORING 2 TYP. SEE TRAIL PUN . / NO '40' 6.8"E 21+0, v B.F. ABUT. I / A. 4. /• EXISTING (TO BE PROTECTED) PLAN I B I 9 I 10 I 11 I 12 1 13 1 I i 1 ) S x PROPERTY LANE PROTECT WETLANDS. SEE t DRAINAGE / GRADING / EROSION CONTROL PLANS FOR PROPERTY LINE MORE INFRWTION. _ j TOE OF SLOPE OVERHEAD LIGHT ( \ (BY OTHERS) MASON TRAIL HORIZONTAL •BbRING 3 CONTROL LINE \ 22+09+09 \ B.i. ABUT. 2 (1 \ \ STA. 21+56.66 aD 'SEE SHEET B3 FOR \ GEOTECHNICAL BORING INFORMATION 2 ter. MC I• P IIIIIIIIIIr 10' 300.00' VC c 120'-4' PREFABRICATED STEEL 10' RUSS FRIDGE- 8 5010 VERTICAL PICKETS SPACED FOR MAX. CAP 5010 +m o OF 4" (PROVIDED BY BRIDGE MANUF.) B.F. ABUT. 2 eoDO TRNL FINISHED B.F. ABUT. I 0 4996.35 EL 4992.45 100' 5000 4990 GRADE -� L. 4 ® ® s uC`1 s — — — — — — _ O1p �4990.4 _ / i TOP OF FOOTING � EL. 4987.45 4990 t; W S 1.750 R 4980 J TOP OF F TIN FINISHED GRADE —O.JOOR <B80 \ `LOCATION OF nPPROX. EXISTING GROUND ELEVATION (MIN. CLEARANCE EL. 4985.32 THALWEG BENEATH BRIDGE BRIDGE SEE SHi. BS FOR LOW CHORD EL. 4987.9 L. 19 1.9 * 4*) PEDESTRIAN RAILING PROFILE GRADE DIAGRAM ON WINGWALLS ELEVATION FELSBURG n01.'I' a ULLEVIG Com uter File Informotion CD Q O Index of Revisions crcyo( o tCO���nS COLORAS DEPARTMENT CITY OF FORT COLLINS Oq TRANSPORTATION 2O NORTH COLLEGE ENUE 20 2ND STREET FORT NCOLLINS. CO 60522 PRE— 9 CO 80631 Phone: 970-221-6605 ^�- 970—}SD-2126 221-6378 FAX 970-350-2198 Fnz: wo— Re ior, 4 DJM As Constructed MASON BIKE / PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD PEDESTRIAN BRIDGE GENERAL LAYOUT Project No. Code Creolion Dot.: Ol/09/07 buFoh: WJM Lost Modikot- Dote: 06/11/09 Irtitiols: WJM No Revisions: AOC M455-090 Fug Polh: L:\05138\Aced\$heel\ RNised: DC] Cf; B. MARC 16584 Drawing File Nome: 805138C1A01.DWG Acod Vcr. 2004 Score: VARIE$ lMils: ENCLI$H Void: Deloicr: B. MARCATO $heel Number t(J Sheet Subset: BRIDGE Subset Sheets: 82 of 5 1 2 3 4 5 6 7 1B 91 10 11 1 12 1 11 1e 4" MIN, THICKNESS LEGEND ABOVE MIN. 1.5' 3 COVER ANGLE - L4s4, . /16 ®TOPSOIL. SANDY LEAN CLAY, LOCALLY CONTAINS GRAVEL, DRY TO DECKING (SUPPLIED WITH BRIDGE) RECESS AT TOP OF ABUTMENT SQUARE TUBE UNISTRUT rl— BACK WALL - SEE ABUTMENT BRIDGE BOTTOM p1117 •IyA " :.a DETAILS _ ®FILL: MOIST, BROWN. CHORD MEMBER PIPE CLAMPS L 3K3,. (GALVANIZED) FOR LENGTH OF BACKWALL �.'0 STAINLESS (TYP.). PROVIDE i' CIA. BORING 2 BORING 3 LEAN CLAY WITH SAND i0 SANDY LfAN CLAY (CL), MEDIUM TO STEEL THREADED ROD STEEL DECK 2-20 SCMED. FORM HOLES CENTERED IN EL. a984.5 EL. 4992.5 VERY STIFF, HOIST TO WET, BROWN TO RED BROWN. BO PVC DECK HORIZONTAL LEG 12" TO I 0 0 ELECTRICAL STRINGERS O ON -CENTER ALLOW E FOR MR TO ESCAPE CLAYEY SAND ($C) TO CLAYEY GRAVEL (GC). MEDIUM DENSE, CONDUIT DURING CONCRETE POUR. MOIST TO WET, BROWN TO REDDISH BROWN. UNISTRUT h". 4' HEADED ANCHOR 10/12 wC=23.5 18/12 WCa16'2,� SAN05TONE BEDROCK, i1NE TO MEDIUM GRAINED, WEAKLY UNISTRUT P2232 P2000 H5, BRACKET STUD FIELD WELDED TO ANGLE. SPA. O 12" (ttP.) _ DDa102.7 OD=n LD ;a=i, ,y CEMENTED. HARD TO VERY HARD, MOIST, TAN. AS REQWREO TO BE PLACED DURING -200=80 -200=69 CONSTRUCTION OF BACKWALL 5 LL=34 LL=33 s PI=19 BRACKET DETAIL F.F. OF ABUT. PI-1? WSS=0.04 L II DRIVE SAMPLE. 2-INCH I.D. CALIFORNIA LINER SAMPLE. NOTE: PROVIOE BRACKETS AT MAXIMUM 6'-D" ON -CENTER FOR 3/16 2 O 6 a iLJ FULL LENGTH OF BRIDGE. BRACKET DETAL IS ASSUMED FOR BRIDGE FABRICATED BRIDGE TYPE WITH APPROPRIATE BACK FACE OF ABUTMENT 9/12 B/12 L ■ DRIVE SAMPLE. 1 3/8-INCH I.D.SPUT SPOON SAMPLE, STANDARD CLEARANCES FROM CROSS MEMBERS. BRACKET MEMBERS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN PREFABRICATED BRIDGE 10 10 '• PENETRATION TEST. THE COST OF ITEM 613. 2 INCH ELECTRICAL CONDUIT. MANUFACTURER COVER PLATE DETAIL 15/12 DRIVE SAMPLE BLOW COUNT. INDICATES THAT 15 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO ,NT BRIDGE ASSEMBLY $110WN 5 ASSUMED. AND I DRIVE THE SAMPLER 12 INCHES. IS PROVIDED FOR OETAL.INC INTENT, ONLY. ° u W DEPTH TO WATER LEVEL ENCOUNTERED AT THE TIME OF GRILLING. 4-JOINT ALTERNATE ASSEASSMBLIES ARE PERMITTED. _ 24/12 COVER EMBLY SHALL BE SUPPLIED x 15 IS I -► DEPTH AT WHICH BORING CAVED. BY PREFABRICATED BRIDGE MANUFACTURER. NOTES 15'-0"* OUT -TO -OUT 11/12 WCa24.0 OD-99.7 a"' )'�' 35 12 / 1. THE EXPLORATORY BORINGS WERE DRILLED ON DECEMBER 23 AND -1 2003 WITH A 4-INCH OIAMETER CONTINUOUS FLIGHT POWER AUGER. 14'-0" E 20 s9� i4a0 2" ' 20 Q BRIDGE, & :'-200=12 89! 2. THE LOCATIONS OF THE EXPLORATORY BORINGS WERE MEASURED MASON TRAIL MCL NP sl` APPROXIMATELY BY PACING FROM FEATURES SHOWN ON THE SITE PLAN PROVIDED. 7'-0" 7'-0" MIN. Sit" CONCRETE DECK SYSTEM. PROVIDE 3. THE ELEVATIONS OF THE EXPLORATORY BORINGS WERE NOT MEASURED TRANSVERSE BROOM FINISH ON ENTIRE DECK SURFACE. c` AND THE LOGS OF THE EXPLORATORY BORINGS ARE PLOTTED TO DEPTH. PROVIDE 1' DEEP SAW -CUT CONTRACTION JOINTS 25 50/3 50/3 25 1. THE EXPLORATORY BORING LOCATIONS SHOULD BE CONSIDERED ACCURATE TRANSVERSELY AT EACH VERTICAL TRUSS MEMBER ONLY TO THE DECREE IMPLIED BT THE METHOD USED. (APPROX. 6'-0" ON -CENTER) FOR FULL LENGTH OF BRIDGE. INSTALL JOINT FILLER MEETING CDOT 5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING SPECIFICATION 705.01. LAGS REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIAL CONTINUOUS WOODEN TYPES AND THE TRANSITIONS MAY BE GRADUAL. BICYCLE RUB RAIL ( 6. GROUND WATER LEVELS SHOWN ON THE LOGS WERE MEASURED AT THE VERTICAL PICKETS SPACED 30 30 TIME AND UNDER CONDITIONS INDICATED. FLUCTUATIONS IN THE WATER FOR MAX. GAP OF 4" LEVEL MAY OCCUR WITH TIME. STEEL TOE PLATE (TYP.) 7. LABORATORY TEST RESULTS: WC = WATER CONTENT X (ASTM D 2216); GRADE c OD = DRY DENSITY (peI ASTM 0 221fi); +4 a PERCENTAGE RETAINED ON NO. 4 SIEVE (ASTM D 422); LOCATION OF 2-2'0 -200 = PERCENTAGE PASSING NO. 200 SIEVE (ASTM D II. ELECTRICAL 5h" MIN. CONCRETE LL = LIQUID LIMIT (ASTM 0 4315); CONDUIT. SEE DECK THICKNESS (MIN. PI = PLASTICITY INDEX (ASTM 0 4318); SUPPORT BRACKET 1.5" STEEL DECKING NP = NON -PLASTIC (ASTM D 4318); DETAIL THIS SHEET. MIN. 4' CONCRETE NV a NO LIOU1D LIMIT VALUE (ASTM D 4318); • ABOVE DECKING), WITH W5S = WATER SOLUBLE SULFATES (X) (MSHTO T 290); 0 41N. 2" COVER ABOVE UC a UNCONFINED COMPRESSIVE STRENGTH (psi) (ASTM 0 2166). BOTTOM CROSS BEAU H AND 1' COVER BELOW • CONCRETE DECK DESIGN TO BE PROVIDED BY BRIDGE MANUFACTURER. DECK REINFORCING IN CONCRETE ABOVE CONCRETE, REINFORCING, AND CONTRACTION JOINT MATERIAL AND LABOR COSTS DECKING. GEOTECHNICAL BORING INFORMATION SHALL BE INCLUDED IN ITEM 628. BRIDGE GIRDER AND DECK UNIT (120 -4"). • ESTIMATED STRUCTURE DEPTH - CONTRACTOR SHALL VERIFY WITH BRIDGE PROVIDED BY KUMAR AND ASSOCIATES ( j MANUFACTURER. TYPICAL PEDESTRIAN BRIDGE SECTION (FACING NORTH) 0 FGLSBURG IIOI.'I' & ULLCVIC) Computer File Information Index of Revisions D As Constructed MASON BIKE / PEDESTRIAN TRAIL Project No./Code Creation Dote: 01/10/07 IrAiaLs: WJM O CITY of rtColUns SPRING CREEK TO PROSPECT ROAD Lost Mod[ --ion Date: 06/11/09 Initials: WildO COLO... DEPARTMENT No Re" ­:PEDESTRIAN BRIDGE DETAILS AM M455-090 FMII Palh: L:\05138\Acod\Sheet\ Q CITY OF FORT COLLINS OF TRANSPORTATION z0 2ND STREET Revised: Designer: B. MARGATD 16584 Droving File Name: B05138MSCOI.DWG O 281 ORTR COLLEGE ENUE FORT COLLINS. CO 80522 GPREELEY. CO 80631 n ne: 970-350-2126 DC10ilef: B. NARCAFO Acad Ver. 2004 $c le: VARIES Units: ENGLISH A10- 0J02221 -6605 1— 920-350-2198 Re ion 4 DJM Void: Sheet Subset: BRIDGE Subset Sh<ets: 83 oT 5 $heel Number ) 7 t 2 1 4 5 6 7 1 e I91 10 11 t21 13 1 14 _ F ABUT. h Q BRIDGE ABOVE BEARING SEAT BELOW BEARING SEAT RECESS IN ABUTMENT BACK 5 WALL FOR BRIDGE CLOSURE ANGLE �. 8' CLOSURE WALL 6" V-D" V-0' Y. T. A TN NT' FOOTING BELOW WINCWALL 2-2'0 SCHD. Bo PVC Ys a o 1'-0 (ttP.) ',\ I If 0 V-0" (nP.) Y4 0 1'-0 (TYP.) -4 o RECESS DETAIL a UNISTRUT P2232 ELECTRICALEDGE CONDUIT, j •2-1'i ANGLE, SEE JOINT COVER PLATE DETAIL ON SHEET B3 4 ANCHOR 9' 7' BOLT GROUP [ SEE RECESS DETAIL, ABOVE BRACKET AND P1117 PIPE EXTENDING iROM UNDER 8 P ANCHOR RODS B.F. OF ABUTMENT Y5 J O v-0- (IYP.) Y4 O EL. 4990.32 0 ABUT. I CLAMPS AT BRIDGE TO ° C Q BRG. 1 1 _p (TYP,) J4 O V-0• — EL. 4992.45 O ABUT. 2 '�" 2' COMPRESSED EACH SUPPORTll_ BOTTOM ABUTMENT AS o T I'-4" yeUT. A' Q ERG. ABUT. 2 SETTING PLATE PROVIDED BY • JOINT MATERIAL CONCRETE TRAIL PAVEMENT BRIDGE REQUIRED CTo' STA. 21+55.24 PREFABRICATED CHORD h m I Y4 In^7J 0 1 -0 BRIDGE It" EXPANSION JOINT MATERIAL (TYP.) COND IT NATION DETAIL MANUFACTUREfl 6 G (VIEW FACING ABUTMENT FRONT FACE) ¢¢ o- • 2'-5- YI l� O 1'-0" NOTE: CONDUIT SUPPORT BRACKET MEMBERS SHALL NOT RE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF ITEM - - 7-7 613, 2 INCH ELECTRICAL CONDUIT. 1 5-15 CONT. o T, B F.F. OF ABUTMENT F.F. OF I I p TRAIL HORIZONTAL CONTROL LINE ABUTMENT /4 O 1'-0" EACH FACE 6' 8" 8'-4' 9'-0' 4JO t'-0 B.i. OF ABUTMENT Y4 F0 1'-0' ^./4 O 1'-O"EACHABOVE BRIDGEBEARING E 16"•16"•6MENT A4, ABUTMENT TYPICAL PLAN PULL BoxwAu TRUT SEE SHT. B5 FOR/4 0 6'UNISTRUT P4 PEDESTRIANBRACKET ANDCRETE RAILING DETAILS BRTS PIPEKEr FOR ON WINGWALLSCL117 ¢ ABUT. e ¢ BRIocE ABUTMENT SECTION ACLAMPS ATPORT EACH SUPPOR '8'-4'W-4' 8" ! •CONTRACTOR VERIFY REBAR HEIGHT AFTER BRIDGE BEARING URE 1'4 ELEVATION 5 ESTA&15HED BY BRIDGE FABRICATOR TOP OF WINGWALL 4991:32 O ABUT. 1 c TOPOFBACKFACEEL EL. 41193.45 O ABUT. 2 - ABUTMENT WALL VAR WINGWALL THICKNESS VARIES INSIDE FACE OF THICKENED Ih FROM 1THIC TO 2 ES 2' COMPRESSED WINGWALL, BEYOND � JOINT MATERAL T�LRETEO ANCHORRODS BRIDGE BEARING $FAThE%PANSION JOINT PAVEMENT2-l'4 (A307) TYP. MATERIAL (TYP.)2-2'Y SCHD. /4 O 1'-0"so I ICONDUIT,-O ELLECTR CAL I'-0"BEXTENDING CHORD FROM ID O 1'-0' UNDER BRIDGE TO 6' (ttP') r-1 eELDw 14J • FACE OF ABUTMENT AS TOP F FOOTING EL. 4985.32 0 ABUT. 1 BFARwG. AS.E eFARwc /5J O 1'-0' REQUIRED EL. 4987.45 O ABUT. 2 i 6' CONDUIT PLAN VIEW AT ABUMENT o Y4 0 V-0' DETAIL TYP. EACH END OF WEST SIDE OF BRIDGE • CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZE, -O EACH WAY Is LOCATIONS. DIMENSIONS AND ELEVATION WITH PREFABRICATED BRIDGE MANUFACTURER. /4 O 6' EACH WAY ABUTMENT TYPICAL ELEVATION iiR& TYPICAL WINGWALL SECTION ULLE:VIG Computer File Information Cre°tion Date: 01/11 07 WJM O Index of Revisions City of ffCO�Ilf15WNQ As Constructed MASON BIKE /PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD Project No./Code :mws: Lost Modlicoli°n Dole: 06/11/09 ri6ols, WJM Q f�. COLORADO DEPARTMENT N0 "cvivm5: ABUTMENT DETAILS AOC M455-090 full Polh: L:\05138\AC°e\Sheet\ Q CITY OF FORT COLLINS On TRANSPORTATION Designer: 8. MARCA70 DlmMng File Nome: 805138ABTOI.DWG O 281 ORTM COLLEGE ENUE 20 2ND STREET FORT NCOLLINS, CO 80522 pREELEY, CO B0631 Re['se0: 1IARGATD 16584 Acne Vey. ZOOM $Cde: VARIES Uri15: ENGLISH 970-221 -6605 FAz�g70-------_26 A 98 A�920-22t-6378 Re ton 4 DJM V0�' Sheet Sabsel: BRIDGE Subset Sheets: B4 of 5 Sheet Number 18 I 2 3 C 5 b 7 B 9 10 1 11 1 11 1 11 1 1. WINGWALL R7. TUBE POST Q POST Q VERT. TUBE MEASURED ALONG 1'-7't 2'-0' 4'-0' WINGWALL RETAINING WALL I I FRONT FACE OF ABUTMENT 4" 16 SPA. O 4' 12 SPA, O 4' 8 SPA. O 4" . 4'-0' (TYP.) - 2'-8" (TYP.) SPRING CREEK PEDESTRIAN BRIDGE- Ra no 0 1}' SQUARE STEEL BAN VERTICALS (TYP.) u I SPOT RAIL m l FENCE. SEE V - - SHEET FD-01. BICYCLE RUB RAIL FINISHED GRADI I SEE POST ANCHORAGE ON V-7• WALL DETAIL, THIS SHEET ABUTMENT WINGWALL END OF ABUTMENT WING WALL TYPICAL PEDESTRIAN RAILING ELEVATION AT WINGWALLS (VIEW TOWARDS INSIDE FACE OF WINGWALL) END OF BRIDGE /� BACK FACE OF / ABUTMENT rk RAILING Q BICYCLE RAIL STEEL PIPE (TYP.) a C < ¢ V ,y III* PLATE STEEL SUPPORT AT U EACH POST OR VERT. TUBE (3 m� PER RAIL ON WINGWALLS s 11i_ SQUARE ti STEEL BAR VERTICALS (TYP.) TYR y1s /-2' 0' MAX. N3 B P AT EACH ANCHOR PLATE '1!'x6�a6 WITH POST LOCATION 4-�!'ea4" HEADED STUD ANCHORS FINISHED GRADE OUTSIDE FACE OF _ jl dffil WINGWALL PEDESTRIAN DETAIL RAILING 1 4' _ O O NOTE: FOLLOWING RAILING INSTALLATION, BICYCLE RUB RAIL ON .' ENO yr rc INSIDE FACE s' ANCHOR PLATES SHALL o BE FIELD -PAINTED PEDESTRIAN BRIDGE PLATE OF WINGWALL U \ o DARK BROWN' TO a S BICYCLE MATCH THE RAILING. E v RAIL m END Ly PTE LA PEDESTRIAN BRIDGE I / ANCHOR PLATE DETAIL FRONT FACE '� /RAILING) 10.5 COST OF ANCHOR PLATES SHALL BE INCLUDED IN ITEM 601. OF ABUTMENT CONCRETE CLASS D (WALL) i I �$: PEDESTRIAN BRIDGE ABUTMENT 2 -0' f - �. I� TUBE I 1. THE CONTRACTOR SHALL FIELD -MEASURE THE WINGWALLS PRIOR TO FABRICATION OF PEDESTRMN RAILING TO VERIFY DIMENSION REQUIREMENTS. £ POST V 2. RAILING SMALL BE PAINTED THE COLOR 'DARK BROWN'. EOUNALENT TO FEDERAL STANDARD 5958 COLOR NO. 30045, AND IS TO BE SELECTED FROM TEST PANELS PROVIDED BY THE I CONTRACTOR. 2'-0" B' `_ 3, ALL PIPE SMALL BE 117"e SCH. 40 STEEL PIPE CONFORMING TO ASTM A53, TYPE E OR S. E POST ( VERT. TUBE GRADE 8 (ly - 35 ksi). V-4' to' 7'-0' WINGWALL I f VERT. TUBE TYPICAL PEDESTRIAN RAILING PLAN VIEW AT WINGWALLS 4. ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 (ty . 36 kfi). 5. PEDESTRIAN RAILING SHALL BE PAID FOR AS ITEM Sta, PEDESTRIAN RAILING (STEEL) ON A 1101.1, & I101.'I' & 0 LINEAR FOOT BASIS. IJLLGV IG Computer File Informotion R-, Q O 0 Index of Revisions Gryof rtCollins 1�, CITY OF FORT COLLINS 2B1 ORTH COLLEGE ENUE FORT NCO LUNS, Co B0522 Phl— 970-221-6605 97D-221-637B 6 7 or � COLORADO DEPARTMENT OF TRANSPORTATION 20 2N0 STREET pRE^c EY, CO 806D1 970-350-2126 FA%: 9o^0-350-2198 Re i 4 Dim x a As Constructed MASON BIKE PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD PEDESTRIAN RAILING DETAILS Project No./Code clema° D9te: o1/n/o7 InlUb: WJM 12/05/05 PRE-FAEI MIME COOROUMTION WJM NO Re"S0"' AOC M455-090 L.M Mo6FKOtion DO,: 06/11/09 INliols: WJM Full POIh: L:\05138\Acod\Sheet\ Revised: igees' Designer: B. MARCATO 16584 D—ing File Nome: 805138RALOl.drg DeladeT: B. MARCATO Void: 10 Sheet NYmbeF )9 Acod Ver. 2004 Scdr. Umits: ENGLISH 1 21 3 e s Sheet Subset: BRIDGE 11 Subset Sheets: 85 of 5 : �r 3 Days Before You Dig CALL: B11 BAY FARM ROAD 0 20 40 J SCALE _ I�I I II( OOI I I I I I lY l-i o: I a l lL I II I? I I II Do I I I I IN ) I I III TRAIL LIGHTING SHOWN FOR i I I m I I m INFORMATION ONLY. TRAIL LIGHTING TO BE INSTALLED BY THE CITY OF FORT COLUNS PERSONNEL (TYP.) TRAIL REST AREA (SEE PLANS AND DETAILS) m RESET FRISBEE GOLF TARGET (RESET STRUCTURE - SEE GENERAL NOTE 42) STING STORM CULVERT TOE OF FILL (TYP.) 12 BIKE/PED. TRAIL WITH 2' SMOULDERS (WIDTH- 16') � to HORIZONTAL CONTROL N + LL' LINE (HCL) + >'vn' RCB�k OF QD �E 4 STA. 10+00- QEGIA -Aa _ CREEK TRAIL- _---_ AHUT SOEWatfcl <<S --S RR RIGNi_OF_WAY SPRING CRFFK - ...tq ....:.,..._....... r ' P. BNSF RAILROAD ,_ L CONTROL POINTS (MT-%) AND CURVE (C-%) - - - - _ l,l ypjJ:; THE CONTRACTOR SHALL REFRAIN FROM ENTERING OR ARE AT THE HORIZONTAL CONTROL LINE. - _ - PERFORMING ANY CONSTRUCTION RAILROAD RIGHT-OF-WAY. ACTIVITIES WITHIN THE (SEE SHEET TPLN-05) Computer File Information p Q O Q Index of Revisions crcym rtColhns CITY O T FORT COLLINSCOAVE$ 261 NORTH COLLEGE AVENUE FORT cpumS. Co eos22 Pnona: 970-221-6805 FAX: 970-221-6378 or CCppLpoRA Ep DEEPATRTNlENT TRNO STREET 20 zrv0 STREET GREELEY, CO 806}1 PMn�: 870-}50-2126 FAx: 970-350-2198 on Re i4 PJG As Constructed MASON BIKE PEDESTRIAN f SPRING CREEK to PROSPECT Ti TRAIL PLAN 10+00 to 14+( ereoloa Dole: 12-11-06 wtoN: Zv Lost Modilicotion Dole: 06-17-09 h6aB: SPG No Revisions: Full Path: L: 05138 ACAD SHEETP I. Revised: Onigner. SPC Drarinq Rk Nome: RO51}BPLNOt.dwq OeWec ZV Acod Ver. 2004 SW'r 1"=40' UNIII ENGLISH Void: sheet Subset: ROADWAY Subset Shttis: TPLN-0 rG 1101. 1.'1'I' & ULLEVIG IL Project No./Code )AD AOC M455-090 16584 of 5 Sheet Number 20 wu,t lo�:KN..�o aHv+a ��I 3 Days Before You Dig:' CALL: 811 L 10 2020 �40 SCALE: 1"=40' 12-11-06 Irlt'GI6: -ZV 0 06-17-09 Wt'nH: SPG Full Pcth: Noving FiM Nome: Acod Ver. 2004 BNSF RR RIGHT-OF-WAY BNSF RAILROAD -------------------------------- NOT . THE CONTRACTOR SHALL REFRAIN FROM ENTERING OR PERFORMING ANY CONSTRUCTION ACTIVITIES WITHIN THE RAILROAD RIGHT-OF-WAY. `trt Collins N C L RAD PARTMENT O RAN ATION CITY OF T FORT GE AVENUE 261 COLLEGE ENUE T 1A20 2ND SrgEET GREELEY, CO 80631 COLLINS. FORT COLD-2 1- 60522 Pnona: 970-221-fifi05 n . 970-350-2126 iA%: 9J0-]50-21R8 FAx: 670-221 -6]JB RQO1on ♦ PJG NOSE: CONTROL POINTS (MT-x) AND CURVE DATA (C-x) ARE AT THE HORIZONTAL CONTROL LINE. (SEE SHEET TPLN-05) FELSBURG 1101.'I' & ULLEVIG As Constructed MASON BIKE / PEDESTRIAN TRAIL Project No./Code SPRING CREEK to PROSPECT ROAD No Rc.isioAT: TRAIL PLAN 14+00 to 19+00 AOC M455-090 Rweed: Designer. SPC 16584 Decoder: ZV Void: Sheet Subset: ROADWAY I Subsel Sheets: TPLN-02 or 5 Sheet Number 21 3 Days Before Dig: Z SPRING CREEK BRIDGE (SEE BRIDGE PLANS) TRAIL LIGHTING SHOWN FOR INFOR\ A N TOE OF FILL (TYP.) ONLY.) TRAIL LIGHTING TO BETACif By C11 OF FORT-COULINS PERSONNEL TYP.) r _L. 1PE.. T AtWITH 2' SPLIT CEDAR FENCk (1'KP,) A• 20+00 S=ts("T 6.) HORIZONTAL CONTROL eX C5 LINE (HCL) ­7 C-6 V�/ h w c) MT-9 00 MT- + 0 Lj o0 11MT-13 i N 1 \Yx I � 2 / / 9 \I + 0 C14 '0 F- U 1711 Ln 4600 CREEY' SPRING 7 4" RI H + 0 'd SPLIT CEDARJENC TO FENCE. 0 NOTE CONTROL POINTS (MT-X) AND CURVE DATA (C-X) (I I' OFFSET FROM-HCC ARE -WAY 30" MtUNTAJN_2* FROM -FENCE TO FIR R.O.W)-� R AT THE HORIZONTAL CONTROL LINE. —B"sf--RR TM (SEE SHEET TPLN-05) 0 20 40 SCALE: 1'.40' KEYMA %r hOL THE CONTRACTOR SMALL REFRAIN FR OM ENTERING OR -------- m".. PERFORMING ANY CONSTRUCTION ACTIVITESI WIT KIN THE RAILROAD RIGHT-OF-WAY. ULLEVIC, Computer File Information O Index of Revisions Creation Date: 12-11-06 Wt;ols: zV F_ As Constructed SON BIKE / PEDESTRIAN TRAIL roject No. Code Lost Moclificotim Dote: 06-17-09 Wtiols: F Fort Collins No SPRING CREEK to PROSPECT ROAD AOC M455-090 — LPG] TRAIL PLAN �19+00 to 24+50) Full Poth: LAO5138\ACAD\SHEET 1=) SPORTATIGN CITY OF FORT COLLINS 0 STREET Designer: SPGJ 2 1 NORTH COLLEGE AuENUE 8063 Droving File Name: R05138PLN03.d.g I GRC CLEY. CO I R—d: 16584 FORT COLU S. CO W522 on : 970-350-212. Delojer: zv Awd V,,. 2004 Scole: 1"=40' UA,: ENCUSH G 221-6605 F­ 970-350-2198 221-6378 Re ion 4 PJG Void: Shed Subset: ROADWAY] 22 3 Days Before You Dig:' _ _ 3 CALL: 811 w •• Y^cc� TAM G DRIVE MASON TRAIL POINT DATA / m POINT NORTHING EASTING STATION DESCRIPTION O iJ r i MT-15 123389.28 1150.61 24+86.65 PI MT-22 123651.05 19494151.47 27+48.42 PC- CURVE 12 MT-23 123677 5.2 194145.30 27+73.69 PRC- CURVE 12 13 MT-24 123699.50 194139.13 27+98.95 PT- CURVE 13 MT-25 123717.12 1 194139.19 28+16.57 END MASON TRAIL MATCH PROSPECT ROAD WALK MASON TRAIL CURVE DATA . yi CURVE CENTRAL ANGLE RADIUS LENGTH TANGENT I C-12 degrees keel tact leek 28'57'18' 50.00 25.27 12.91 _ I EST WELL (TYP.) C-13 28'S7'10' SO.DD 25.27 12.91 C J (' " O PERMANENT TRAIL EASEMENT (TYP.) TOE OF GILL (ttP.) O Q o MT-1 - - 12' BIKE/PED. TRAIL WITH 2- SHOULDERS (WIDTH- 16') Qj - _ — 41� — z 0 20 40 SCALE: 1"-40' �\ 11 � \I �EMPORARY C IrySTRUCTI SEMENTZ (TYP.9 IN i i IN 9blll rp - - I LIMITS FI%ISTING PAjNG LOT .a - I v I 1 f JREMPVAI CI(SEE TRAIL NOTE 2- SHEET TPyN-05) r, I I o) I t0' I `y it Q MT-23 I m C-lz 1� L) ro 22 + HORIZONTAL CONTROL LINE (HCL) a q CV — �tS --- ------ ---- + N - ------------------ --- W - J CL 2 = V � SPLIT RAIL FENCE - -- -- <-c (+i�OFKE+ FRON+H6L�-&ENCEr- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - MAINTAIN 2' FROM FENCE TO RR R.O.W.) --- I --- --- --- --- - -_ --E---E--_E--_E_--E_ _ __-E- -E— -_- V. --_ --` )m uter rile Information O Q O O Index of Revisions FOrtC011inS "��1�- 8?L?R pp pEPA 2BTM FORTOf TRANSPORTA' 20 2NO STREET FORT COLLINS. CO W522 CREELEY. CO 80631 Pnan-: 970-221-e6O5 Phone: 97 -35 -2 FAX: fl70-221 -6]76 FAXRegion 4 PJG 12-11-06 Initims: Zv Lion Date: 06-15-09 Initids: MPO IW.esl PapcN\2007\1Ofi8-016\desgl IYwigs\lroT nrifed Ib\ Nanl: RO$138PLND4.dwg 2004 Scale: 1"-40' Units: ENGLI$H L C .a a ENHANCED CROSSWALK DSPECT ROAD DETAIL) r11 I !�lC� �Li � ate �>c�l� >t_::Fntm41�41�41� �ul�l■II NOTE, CONTROL POINTS (MT-%) AND CURVE DATA (C-%) ARE AT THE HORIZONTAL CONTROL LINE. (SEE THIS SHEET) NOTE; THE CONTRACTOR SHALL REFRAIN FROM ENTERING OR PERFORMING ANY CONSTRUCTION ACTNITIES WITHIN THE RAILROAD RIGHT-OF-WAY. As Constructed MASON BIKE PEDESTRIAN TRAIL SPRING CREEK to PROSPECT ROAD TRAIL PLAN 24+50 to 28+15 Project No./Code No Re isions: AOC M455-09D R.isld: Designer: MPO 16584 Deloikr: MPO Void' Sheet Number 23 Sheet Subset: ROADWAY I Subsll Sheets: TPLN-04 01 5 MAGAN TRAII W)IMT r1ATA POINT NORTHING EASTING STATION DESCRIPTION MT-1 121980027 194017,88 10+00.00 BEGIN MASON TRAIL MATCH BAY FARM ROAD WALK MT-2 122059154 193976.88 10+89.25 PC- CURVE 1 MT-3 122134.79 193960.25 11+67.18 PT- CURVE 1 MT-4 122287058 193966.72 13+20.11 PC- CURVE 2 M1-5 122379.23 193988.36 14+14.84 PRC- CURVE 213 MT-6 122453495 194008.70 14+92460 PT- CURVE 3 MT-7 122804.69 194047.52 18+45.48 PC- CURVE MT-8 122878494 194027.18 19+22.42 PRC- CURVE 4 5 MT-9 122953.27 194007.37 20+03.48 PT- CURVE 5 MT-10 122984.D9 i94012.07 20+34.66 BEGN BRDGE MATCH ABUTMENT MT-11 123104.70 1 194030.47 21+56.66 END BRIDGE MATCH ABUTMENT MT-12 123148.02 1 194037.08 22+00.48 PC- CURVE 6 MT-13 123223.32 194093. 15 22-98.21 PRC- CURVE fi 7 MT-14 123313.37 194150.36 24+10.74 PT- CURVE 7 MASON TRAIL CURVE DATA CURVE CENTRAL ANGLE RADIUS LENGTH TANGENT de ree5 feet Int lest C-1 29'46'10.5' 150.00 77.94 39.87 C-2 1'42'41.8' 250.00 94.74 47.94 C-3 17'49'10.9' 250.00 77.75 39.19 C-4 44'05'13.1' 100.00 76.95 40.49 C-5 46'29'39.1' 100.00 81.06 42.91 C-6 55'59'34.7' 100.00 97.73 5116 C-7 64'28'42.7" 100.00 112.54 63.07 TRAIL NOTES: i. THE CONTRACTOR SHALL REMOVE THE TOP PORTION OF THE ABANDONED TEST MONITORING WELLS TO SIX INCHES BELOW FINISHED GRADE, THE EFFECTED TEST MONITORING WELL SHALL BE REMOVED, CAPPED. AND FILLED AS DIRECTED BY THE CITY OF FORT COLLINS PERSONNEL. ALL NECESSARY WORK ON THE WELLS NOT TO BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN ITEM 201 - CLEARING AND GRUBBING. 2. WITHIN THE LIMITS SHOWN OR AS DIRECTED BY THE CITY OF FORT COLLINS REPRESENTATIVE, THE CONTRACTOR SHALL REMOVE THE EXISTING ASPHALT PAVEMENT, CURB & GUTTER, PARKING LOT LIGHT STANDARDS, FENCING, TREES. BUSHES. AND ANY OTHER MISCELLANEOUS ITEMS. THE CONTRACTOR SHALL IDENTIFY THE LIMITS OF REMOVALS PRIOR TO BEGINNING. AND OBTAIN APPROVAL BY THE CITY OF FORT COLLINS PERSONNEL. ALL REMOVED MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE AND NOT BURIED ON -SITE. ALL REMOVAL OF VEGETATION, FENCING, AND OTHER MISCELLANEOUS MATERIALS TO BE INCLUDED IN ITEM 201- CLEARING AND GRUBBING. OTHER ITEMS TO BE PAID FOR AS REMOVAL OF THAT PARTICULAR ITEM, AS TABULATED. O RG li O I,'I' & HOLY ULLCVIG Computer File Informotion O Q Q O Index of Revisions utyor or rt Collins a I �LFL RAo ,QFPARTMENT CITY OF FORT COLLINS 1 � �P"^TATION 20 2Np STREET 261 ORTH COLLEGE wv2NUE GRE ELEY, CO 806J1 FORT COLLINS, CO W522 Pnona: g70-350-2126 Ph..: 970-221-6605 FAX: 970-350-2198 970-221 -6376 Re ion ♦ PJG As Constructed MASON 131KE PEDESTRIAN TRAIL SPRING CREEK to PROSPECT ROAD POINT CURVE DATA Pro Project No./Code creet9 Date 01-02-07 wipe: zv LOST Modfic.6. Dole: 06-11-09 wl'gb: SPG No ReviSons: AOC M455-090 Full Pot6: L\0513B\ArAD\SHEET Revised: Dnigner. SPG Drarnq FiN Nome: RO5138PLNO5.dwq VOA' Dttp3lr: 2V 16584 Skit Nu.W 24 Aced Ver. 2004 Scale: Ur:la: ENGLISH Sheet Subset: ROADWAY Subset ShC tS: TPLN-OS 01 5 Bid Tab 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road Addendum 1 ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL 201.00000 CLEARING AND GRUBBING LS I 202.00190 REMOVAL OF MEDIAN COVER MATERIAL SY 26 202.00200 REMOVAL OF SIDEWALK SY 52 202.00203 REMOVAL OF CURB AND GUTTER LF 336 202.00220 REMOVAL OF ASPHALT MAT SY 641 203.00010 UNCLASSIFIED EXCAVATION (CIP) CY 3,827 203.01500 BLADING HR 16 206.00000 STRUCTURE EXCAVATION CY 94 206.00100 STRUCTURE BACKFILL (CLASS l) CY 24 206.00200 STRUCTURE BACKFILL (CLASS 2) CY 47 208.00002 EROSION LOG (12 INCH) LF 310 208.00020 SILT FENCE LF 1,900 208.00045 CONCRETE WASHOUT STRUCTURE EA 3 208.00070 STABILIZED CONSTRUCTION ENTRANCE EA 2 208.00100 SEDIMENT REMOVAL AND DISPOSAL LS 1 208.00200 EROSION CONTROL SUPERVISOR LS 1 210.00001 RESET STRUCTURE EA 2 210.04010 ADJUST MANHOLE EA 3 212.00006 SEEDING (NATIVE) AC 1.25 212.00032 SOIL CONDITIONING AC 1.25 213.00002 MULCHING (WEED FREE HAY) AC 1.25 213.00061 MULCH TACKIFIER LB 250 217.00020 HERBICIDE TREATMENT HR 16 403.00720 HOT MIX ASPHALT (PATCHING) (ASPHALT) TON 185 411.10255 EMULSIFIIED ASPHALT (SLOW SETTING) GAL 152 412.01000 CONCRETE PAVEMENT (10 INCH) SY 63 420.00100 GEOTEXTILE (EROSION CONTROL)(CLASS A) SY 243 506.00212 RIPRAP (12 INCH) CY 69 514.00200 PEDESTRIAN RAILING (STEEL) LF 35 601.03040 CONCRETE CLASS D (BRIDGE) CY 33 601.40300 STRUCTURAL CONCRETE COATING SY 50 602.00000 REINFORCING STEEL LB 3,693 603.10180 18 INCH CORRUGATED STEEL PIPE LF 78 603.30018 18 INCH STEEL END SECTION EA 6 607.11455 FENCE WOOD (TREATED) LF 816 607.11525 FENCE (PLASTIC) LF 390 608.00006 CONCRETE SIDEWALK (6 INCH) SY 115 608.00010 CONCRETE CURB RAMP SY 36 608.00026 CONCRETE BIKEWAY (6 INCH) SY 2,421 609.21010 CURB AND GUTTER TYPE 2 (I-B) LF 190 609.21020 CURB AND GUTTER TYPE 2 (II-B) LF 145 610.00030 MEDIAN COVER MATERIAL (CONCRETE) SF 480 610.00050 MEDIAN COVER MATERIAL (STONE) TON 1.2 613.00200 2 INCH ELECTRICAL CONDUIT LF 320 620.00020 SANITARY FACILITY EA 1 622.00050 INFORMATION CENTER EA I 622.00250 BENCH EA 2 622.00350 TRASH RECEPTACLE EA 1 626.00000 MOBILIZATION LS l 628.00001 BRIDGE GIRDER AND DECK UNIT (120' - 4") EA 1 630.10005 ITRAFFIC CONTROL (PROSPECT ROAD) LS 1 630.10005 ITRAFFIC CONTROL (ALL OTHER) LS 1 Groundwater_ - - nit,oring Report - Second Quarter 2065 Project Number 43987041 July 26, 2005 Page 7 of 8 4. Based on Tier II SSTLs, MTBE concentrations were observed less than SSTLs during the July 2005 groundwater sampling event. Groundwater samples collected from the site prior to July 2005 did not include analysis for MTBE. The following recommendations are made based on information obtained from the quarterly groundwater monitoring episodes: 1. Close site based on BTEX and MTBE concentrations observed in groundwater samples collected at the site are less than generated SSTLs; and soil sample collected from confirmation soil boring CB-1 observed less than RBSL. 7. GENERAL COMMENTS The analyses and opinions expressed in this report are based upon data obtained from groundwater monitoring wells installed at the indicated locations along with other information described in this report. This report does not reflect any variations in subsurface stratigraphy, geohydrology, or contaminant distribution, which may occur between borings and/or across the site. Actual subsurface conditions may vary and may not become evident without further exploration. Due to the dynamic nature of groundwater flow and contaminant migration, subsurface conditions will vary with time. This report was prepared for the exclusive use of Colorado State University for specific application to the subject property and has been prepared in accordance with generally accepted geo-environmental engineering practices. No warranties, either expressed or implied, are intended or made. In the event that any changes in the nature or location of suspected sources of contamination as outlined in this report are observed, the conclusions and recommendations contained in this report shall not be valid unless these changes are reviewed and the opinions of this report are modified and verified in writing by Terracon. 3 Days Before You Dig: CALL: 811 I / Q / HATCH EXISTING CUR GUTTF�R, 21 \ AND WALK (REMOVE?rGRTIONS OF \ \ 24 / EXISTING AS NECESSARY) \ ` I L CONCRETE CURB RAMP \ ) 4 p£ \ PiloR0� MASON HCL L OP BF-} BF-7 CURB&GUTTER- \p�, PROTECT Eli f$T b' \ e - 7 / TYPE 2 () R-B)(CATCH` \ LUMINAIRE AND PULL 80%� �E,�"�f YryP:7` , / 8F a (FLOWUNE RADIUS = 75') \�/ F A p\ �1 MASO Or E. INSTALL 8' HIGH 'NEW TIME / / f \ ROMAN.TRAIL NAME TEXT. g'> _ _Q - -- - -O.p'- SANDBLAST INTO CONCRETE II / \ (<.8[---C� Bl—., G F _ AND STAIN IN HROME GREY �? — 'i GREY (TYP.)/ �\ \� � � � E � � O .. C ('SPRING CREEK TRAIL') I PEDESTRIAN 0 ' /Y CURB (TYP.) / \ \ \ Or ti E` \ � M1' AINTAIN BEaiWEEN/BACK \ f � � pp \ 2 / TRALH E%ISTING OF WALK AN7RR ljiGMT-OF-WAY \ -\ \\ F \ \ E \ STA. O+ V V -0 e` BEGIN SPRINCEK TRAIL ADJUST EXISTING SANITARY e \ MANHOLES TO BE FLUSH WITH THE TOP OF WALK. (TYP.) \\ E \ 0 5 10 � NF SCALE: 1'-10' \ ROqD \ \ �E FLLSBUR6 )OLT & u LLEV IG Computer File Informotion Index of Revisions yaf oror As Constructed MASON BIKE PEDESTRIAN TRAIL Project No./Code Cre91'an Date: 12-12-06 InilUia: ZV p or BAY BAY FARM ROAD Lost "itoLgn Dole: 06-11-09 INllals: SPG Q O` T S 8 No ReJvms: AOC M455-090 L RAO PARTMENT INTERSECTION DETAIL PLAN Full Path-. l: O51 SB ACAD SMEEiAN P TATION O CITY DR FORT COLLINSCOLLIN$ 20 EY. STREET Rnp�; Dtsyner: SPG 16584 FORT ORTLI COLLEGE AVENUE G�EELEY, CO 506.51 Drmmg File Nome: RO51}8DEi01.dwq 0 FDHTNeouws, eo eo522 : 0-3 0-0-2126 Detoitt: 2V _ FAX: 9-22-1-6805 FAX: 9)0-33PJG Void: Acod Yer. 2004 Scde: 1 =10' Units: ENGLISH FAX: 97o-221 -a078 Re iOn 4 PJG 'Sheet ROADWAY Subxl Sheets: TDET-Ol of 41 Sheet Number 25 RAY FARM ROAf) nATA PnINTC POINT NORTHING EASTING (1) ELEVATION DESCRIPTION BF-1 121887.01 1941030.11 4989.25 MATCH EXISTING CURB AND GUTTER BF-2 121895.23 194031403 4989.12 CURB RAMP BF-3 121901.55 194031.74 4989.03 CURB RAMP BF-4 121913,57 194033.08 4988.86 PCR F.L.R..75' 817-5 121936.25 194032.17 4988.54 POC 8F-6 121957.62 194024.51 4988.23 POC 81F-7 121975.72 194010.80 4987.97 POC BF-8 121983.13 194001.89 4987.85 END CURB AND GUTTER (1) ELEVATIONS ARE TO FLOWLINE AT FACE OF CURB. ADJUST ELEVATIONS DURING CONSTRUCTION AS NECESSARY TO MATCH EXISTING CONDITIONS, AND TO PROVIDE FOR POSITIVE FLOW FROM PT. BF-1 TO BF-8. (2) DEPRESS CURB HEIGHT BETWEEN POINTS BF -I TO BF-2. (3) TRANSITION CURB HEIGHT FROM 0.0- AT PT. BF-2 TO 6.0' AT PT. BF-3 AY FARM ROAD SIDEWALK NOT 1. ALL COST TO CONSTRUCT THE RAMP TO BE INCLUDED IN ITEM 608- CONCRETE CURB RAMP. 2. SAND BIASTING THE TRAIL NAMES IN THE SIDEWALKS AND IN THE RAMPS NOT TO BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE WORK. 3. RESHAPING AND REGRADING BAY FARM ROAD TO MATCH CURB AND GUTTER INCLUDING ANY ADDITIONAL ROADWAY SURFACING MATERIAL NOT TO BE PAID FOR SEPARATELY, BUT TO BE INCLUDED IN THE COST OF THE WORK. 4. SHAPE CURB RAMP AS NECESSARY TO DIRECT RUNOFF AWAY FROM TRAIL TO GUTTER. S. SEE FIBER MESH NOTE ON SHEET TY-I OR 1. BAY FARM ROAD RESHAPE GRAVEL ROADWAY TO MATCH LIP (SEE NOTE 4) 2'-0" WALK • �' �' POINT OF SLOPE SELECTION 6' CONCRETE SIDEWALK WITH TRANSVERSE BROOM FINISH (TYP.) - (SEE NOTE 5) CURB AND GUTTER TYPE 2 (11-8)(CATCH) SIDEWALK SECTION A -A w-w-u1 - lnwrm0uon ton Dula: 12-12-06 Ir:l'ob: ZV pYt p OFORT it oex o1 Kevlslons o Collins COLpRAOp fiPARTMENT &F TRANSPORATIONCITY OF FORT COLLINS 1420 2NO STREETn - ORTN COLLEGE AVENUE GREELEY. CO 80831 COLLINS. CO 80522 Ph..a: 970-352-8126 PAone: 9]0-22CO ws FAX: 970-350- FAX: 970-221-6378 Regip 4 PJG Modfkolion Dole: 06-11-09 w1kIft: SPG _Polh: 1:\05138\AFAD\SHEET LConstructed Fik Nome: R05138DETOI.dr 9 9 Vv. 2004 SCcle: 1-.10' Urile: ENGLISH PGLSBURG 1101.1, a ULLFV I IIKE / PEDESTRIAN TRAIL Project No./Code BAY FARM ROAD ADC M455-090 SECTION DETAIL PLAN SPGI i 16584 Zvi )ADWAY I Subset Sheele: TDET-02 of 4 Wet Number 26 UNCC A : 2D' 3 Days fore You Dig: B Be,p PR-X - PROSPECT ROAD DATA POINT CALL: 811 EXISTING 5' DETACHED WALK Q AT FACE OF CURB (FLOWLINE) REMOVE PORTION OF EXISTING CURB AND GUTTER �p AND WALK, INSTALL CURB AND GUTTER TYPE 2 (II-B), TYPE IA CONCRETE CURB RAMP, AND SIDEWALK AS P-B'Ia9dsoud SHOWN (TYPICAL EACH SI E) MODIFY LANDSCAPING AS p NEC ESSARr (SEE PROJECT GENERAL NOTE 40) p ///—PROTECT E STING p / STORM INLE R-2 x r// 4 END CONCRETE MEDIAN MATERIAL 2 FEET WEST OF EDGE OF LANE THE EXISTING RAILROAD SIGNAL. PLACE STONE p FROM END OF CONCRETE MEDIAN MATERIAL AROUND RAILROAD SIGNAL TO END OF MEDIAN. (SEE NOTE 10 ON SHEET TDET-4) CONSTRUCT TOE WALL FROM TOP A 44 A - - OF MEDIAN TO OTTOM OF CURB AND CUTTER (SEE LIMITS OF PAVEMENT REMOVAL ' ,, C SECTION 0 - WAL BE IN ON SHEET TDET-4). COST OF TOE LUDED IN CONCRETE MEDIAN COVER AND REPLACEMENT (SEE DETAIL s i MATERIAL (SEE PROSPECT ROAD CROSS- WALK NOTE. 5) p Z ' REMOVE EXl9TING CURB - _ PR-S PR-6 PR-7 p AND GUTTER AND MEDIAN COVER MATERIAL �. PR-4 p R-2 R_2 .PROTECTE USTING RAILROAD SIGNAL - 4 4 . B - 4 R-1 PR-3 p p 0 a:4 i p - CURB AND GUTTER J PROSPECT ROAD TYPE x p-e)(sww C (TYPICAL) p' LI- PROVIDE "BLOCK -OUT" Z OF SIGN POST p m . REMOVE AND REPLACE EXISTING CURB AND GUTTER AT INLET AS NECESSARY. EDGE OF LANE _ PR-1 EXISTING 5' ATTACHED WALK p PR-2 4 p /-PROTECT EXI TIN! STORM INLET REMOVE TREES, BUSHES, AND OTHER VEGETATION AS NECESSARY (CLEARING AND GRUBBING)- (TYP. msPecl Rind 4 MODIFY LANDSCAPING AS NECESSARY (SEEPROJECT GENERAL NOTE 40) N— —BOTH SIDES.DE.PROSPECT ROAD)_ 1, .� 0 5 10 EXISTING STREET LIGHT TO BE REMOVED BY THE I CITY OF FORT COLLINS STREET LIGHTING DEPARTMENT I MASON BIKE /+ EDESTF LAN TRL FELS11 I I INSTALLS" HIGH "NE TIMES ROMAN STREET NAME TEXT. O IB'I & SCALE. 1'=10' $AND BLAST )bG INTO CONCRETE AND STAIN LITHOCHROME GREY TYP. EACH SIDE OF STREET ULLEVIG Computer File Information Q O Q Q Index of Revisions u1Yo1 or ; rtcoihns � �"�f� CCppL?=? fiPARTMENT O` TRANSPORTATION CITY OF FORT COLLINS 1420 2NO STREET 281 NORTH COLLEGE AVENUE GREELEY, CO 80631 FORT couws. co 9o5n hen : 970-350-2126 Phone: 970-221-6605 FAX: 970-350-2198 FAX: 9To-221-6378 Ra ion 4 PJG As Constructed MASON BIKE / PEDESTRIAN TRAIL PROSPECT ROAD INTERSECTION DETAIL PLAN Project No./Code Creation Date: 12-12-06 Ir6l'os: zv AOC M455-090 Lost Modlicolion Dale: 06-11-09 IrW'gls: SPG Full Polh: L:\05138\ACAD\SHEET Revised: Designer. $PG 16584 Drmeng File Nome: R0513BDET02.tlwg Delotler: ZV Aced Ver. 2004 Sad,: 1"=10' Uruls: ENGLISH Void: Sheet Number 27 Sheet Subset: ROADWAY I Subset Sheets: TDET-03 of 4 PROSPECT ROAD DATA POINTS POINT NORTHING EASTING ELEVATION (1) DESCRIPTION PR-1 123727.77 194129.22 4996.31 MATCH EXISTING CURB AND GUTTER PR-2 123727.47 194149.22 4996.01 MATCH EXISTING CURB AND GUTTER PR-3 123751.81 194107.47 4997.50 PCR- MATCH EXISTING TOP OF PAVEMENT F.L.R-1.0 FT. PR-4 123753.71 194107.49 4997450 PCR- MATCH EXISTING TOP OF PAVEMENT F.L.R=50 FT. PR-5 123756,13 194123.47 4997,37 PCR- MATCH EXISTING TOP OF PAVEMENT PR-6 123756.02 194132.33 4997.34 PCR- MATCH EXISTING TOP OF PAVEMENT F.L.R=1.0 FT. PR-7 123755.02 194133031 4997.35 PCR PR-8 123749.92 194133.30 4997,35 PCR- F.L.R.1.0 FT. PR-9 123748.92 1 194132.29 4997.34 PCR- MATCH EXISTING TOP OF PAVEMENT PR-10 123749.02 1 194123.39 4997.37 PCR- MATCH EXISTING TOP OF PAVEMENT F.L.R-50 FT. PR-11 123748.77 1 194146.29 4996.63 PCR- MATCH EXISTING TOP OF PAVEMENT F.L.R-1.0 FT. PR-12 123749.77 1 194145.30 4996.64 PCR PR-13 123754FBB 194145631 4996.64 PCR- F.L.R-1.0 FT. PR-14 123755.86 194146.33 4996.63 PCR- MATCH EXISTING TOP OF PAVEMENT PR-15 I23755.53 194173.89 4996.70 POL- MATCH EXISTING TOP OF PAVEMENT PR-16 123755.20 194201.46 4996.76 PCR- MATCH EXISTING TOP OF PAVEMENT F.L.R=3.5 FT. PR-17 123751.64 194204.95 4996668 POC- MATCH EXISTING TOP OF PAVEMENT PR-18 123748.15 194201.38 4996.68 PCR- MATCH EXISTING TOP OF PAVEMENT PR-19 12374BA6 194173.83 4996.66 POI- MATCH E%STING TOP OF PAVEMENT PR-20 123778.08 194129.39 4996.J5 MATCH EXISTING CURB AND GUTTER PR-21 123777.86 194149.39 499fi.1♦ MATCH EXISTING CURB AND GUTTER PR-22 123752.47 194133.31 1 4997.39 1 POL- HIGH POINT PR-23 1 123752.32 1 194145.30 1 4996.67 1 POL- HIGH POINT (1) ELEVATIONS ARE TO FLOWUNE AT FACE OF CURB, ADJUST ELEVATIONS DURING CONSTRUCTION AS NECESSARY TO MATCH EXISTING CONDITIONS. 1, ALL COST TO CONSTRUCT THE RAMPS, INCLUDING THE PEDESTRIAN CURBING, AND THE DETECTABLE WARNING PANELS TO BE INCLUDED IN ITEM 608 - CONCRETE CURB RAMP. 2. THE DETECTABLE WARNING PANELS TO BE CONSTRUCTED PER COOT STD. M-608-1 AND AS MODIFIED BY THE CITY OF FORT COLUNS DETAILS. 3. THE CONCRETE CROSSWALKS, INCLUDING THE BRICK PATTERN SHOULDERS, TO BE PAID FOR AS ITEM 412 - CONCRETE PAVEMENT (10 INCH). 4. REFER TO THE LARIMER COUNTY URBAN AREA STREET STANDARD CONSTRUCTION DRAWINGS 1610. 1611. AND 1612 FOR ADDITIONAL CROSSWALK STANOAROS AND DETAILS. 5. REMOVE THE ASPHALT PAVEMENT TO THE LIMITS AS SHOWN OR AS DIRECTED BY THE Cltt OF FORT COLLINS, REPLACED ASPHALT TO BE PAID FOR PER ITEM 403 - HOT MIX ASPHALT (PATCHING)(ASPHALT). THE TYPE OF HMA TO BE AS SHOWN OR AS DIRECTED BY THE CITY Or FORT COLLINS. THE PATCHING THICKNESS SHALL BE 12 INCHES. 6. ALL MEDIAN REMOVALS. INCLUDING THE CONCRETE EDGING, GRAVEL SURFACING, EMBANKMENT, AND ALL OTHER MISCELLANEOUS ITEMS TO BE INCLUDED IN ITEM 202 - REMOVAL OF MEDIAN COVER MATERIAL. 7. SAND BLASTING THE STREET NAMES IN THE SIDEWALKS AND IN THE RAMPS NOT TO BE PAID FOR SEPARATELY, BUT i0 BE INCLUDED IN THE WORK. 8. RESHAPE AND COMPACT ROADWAY SUBGRADE PRIOR TO PLACEMENT OF THE CURB AND GUTTER, SIDEWALK, RAMPS, AND HOT MIX ASPHALT. THE COST OF RESHAPING AND COMPACTION INCLUDING ANY ADDITIONAL REOUIRED SUBGRADE MATERIAL, ARE TO BE INCLUDED IN THE COST OF THE HMA AND NOT TO BE PAID FOR SEPARATELY. 9. ADJUST CURB AND GUTTER ELEVATIONS AS NECESSARY TO MATCH EXISTING CONDITIONS AND TO MATCH CROSS -SLOPE IN PROSPECT ROAD. 10. PLACE 2 INCH NOMINAL SIZE STONE IN MEDIAN AS SHOWN, AT A DEPTH OF 12 INCHES. STONE TO BE PAID FOR AS ITEM 61D - MEDIAN COVER MATERIAL (STONE). 2' B' 2' CROSSWALK BROOM SURFACE (TYP.) SOLDIER COURSE PATTERN DAMS COLOR BRICK RED (TYP.) zD-,... ..i0..• r W. / 5 EPDXY COATED REBAR O 12" O.C. (TYP.) 12' HMA (PATCHING) 10' CONCRETE CROSSWALK SHEAR KEY (SEE DETAIL) (TYP.) 2' STONE CONCRETE MEDIAN�(SEE NOTE 10) MATERIAL COVER 6' CURBING TOFWALL SECTION D- I. SHEAR KEY DETAIL 3" (GRADING S)(100) 3' (GRADING SG)(100) 3" (GRADING SG)(100) 3' (GRADING SG)(100) HMA (PATCHING) (ASPHALT) DETAIL TYPICAL CROSSWALK SECTION A -A 6' CONCRETE MEDIAN COVER MATERIAL - BROOM SURFACE OAWS COLOR SAN DIEGO BUFF EXPOSED EGRATE ) 10" CONCRETE CROSSWALK 38" - Y 5 EPDXY COATED REBAR O 12' O.C. (TYP.) •' 2� 10" SHEAR KEY (SEE DETAIL) (TYP.) TYPICAL CROSSWALK SECTION B-B MATCH �E%,STING 1.5' 6.0' 1.5, 6" CONCRETE MEDIAN COVER MATERIAL - DAVIS 1:1 LOR SA 4 DIEGO BUFF EXPOSED A GREGRATE �2.0% 2.03_ -CURB & GUTTER L- TYPE 2 (I-8)(SPILL) TYPICAL MEDIAN SECTION C-C 12" HMA (PATCHING fG n 01.1' o t.'r a ULL EVIL L,v111 MLTaI Fllc N1lorrnGuvn Creotion Dole: 12-12-06 iwtials: ZV p Lnoex Of rcevlslons uLTor � or AS Constructed MASON BIKE / PEDESTRIAN TRAIL Project 1 No./Cod,] Pt CoLlinS PROSPECT ROAD Lost Modlication Dole: 06-11-02 h1ili0h: SPG p ,,, � CCOoLppRAopp pEEPARTs4ENT TRNO NO RIr�sions: INTERSECTION DETAIL PLAN AOC U455-090 Full Polh: L:\05138\MAD\SHEET` p OF FORT COLLINSCOIU STREET 20 2N0 6TREEr R.I.& Oeigner: SPC Drae'v1 iik Nome: 9 R051380ET02.dr 9 p 251 28t NORTH COLLEGE AVENUE FORT COLLINS. CO 80522 GPREELEY, CO 80631 g70-35D-2126 Deloler: 2V 16584 Acad Ver. 2004 Scale: 1"=10' lhtils: ENGLISH cAz�g7o-2212637E 5 FAX:: 1170-350-1198 Rision 4 PJG Void: Sheet Subset: ROADWAY Subset Sheets: TDET-04 of 4 Sheet Number 2$ 5000 5000 O O 0 O + d a N Z 4990 4990 J v a 4980 4980 SCALE: 1'=40' HORIZ. 1 0+00 11 +00 12+00 13+00 14+0� 1. 4• VERT. FLLSBURG 11 O I.'1 & ULLEVIG Computer File Information Q Q Q Q Index of Revisions City of oo COltins r„ CCppL?p=Ep ppET`rT,TMENT TRANS TREETATIa. CITY OF FORT COLLINSCOLUNS 20 2NO STREET 281 NORTH COLLEGE AVENUE GREELEY, CO 80631 FORT COLLINS. CO 80522 Pnon.: 970-350-2126 PRPI1e: 6-22121-6805 FAX: 970-350-2198 FAX: g)p-221—BSTB Re 1p 4 PUG As Constructed MASON BIKE / PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD TRAIL PROFILE 10+00 TO 14+00 Project No./Code C—tioR Dole: 12-26-06 hroN: Zv Na RCNyO"" ADC N155-090 LaSI M061iotion Dale: 06-12-09 hticls: SPG Full Path: L: D513B ACAD SHEETP \ \ \ Revised: 0<igner: SPG 16564 Dra.elg File Nome: R0513BPROOt.dwg DllOiel: ZV Acad Ver. 2004 5cde: 1"=40' Units: ENCLISH Void: Sheet Subset: ROADWAY Subset Sheets' TPRO-01 pl 4 Sheet Number 29 �j xN _ m � 100.0 • vc I 81 ge S 0 8m aW V• II 00R PROFILE G AT HORIZON DE LINE (PGL) AL CONTROL LINE (MCL) \ —0.300R 0 � E%ISTWG GROUND o`� —U r N5II a 5000 5000 0 0 0 0 0 0 0 0 + + v a, a V) (n 4990 Z Z 4990 J 2 J U = U a a < 4980 4980 14+00 15+00 16+00 17+00 18+00 19+0� SCALE: t'=40' HORIZ. FCLSBURG t'=<' VERT. 1101"I' & U LLBV IL.. Computer File Information O Q O O Index of Revisions Cltyof _ or rtColUns �„�,,,,� CpL� RApp ,QEEPARTMENT CITY OF FORT COLLINS 14 TRND SPSRTAT.0. 2O 2HD STREET 2O ORTLI COLLEGE ♦vEHUE GAEELEv, CO 5083r FORTOCOLLINS. 0-2 1- WS FAX: : 0-350-o-2r26 fwz�9)0-22-318 5 FAX: 910-35PJG Re bn ♦ PJG As Constructed MASON BIKE PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD TRAIL PROFILE 14+00 TO 19+00 Project No. Code ) Cre 6- Dole: 12-26-06 Wliub: N Lost Lludificot'w Dole: 06-12-09 WWI,: SPG No RenSiws: ADC M455-090 Full Path: L:\O5138\ACAD\SHEET RevixO: De5i9aH: SPO 16584 Droving File Name: RO51}8PR002.dvg Acod Ver. 2004 Scale: 1"=40' Urcls: ENr.1 Void; DeloAer: IV Sheet Number 3� Sheet Subxl: ROADWAY SuDsel Sheets: TPRO-02 of 4 300.0 VC sm _ o= —0.300R PROFILE GRADE AT HORIZONTµ �W LINE (PGL) CONTROL LINE (HCL) ( o� 1 T507. , EXISTING GROUN 0 m°s " u SPRING CREEK 5000 5000 � 0 O Q O + It O1 N N V) LJ I LAJ Z 4990 Z 4990 J 2 V Q 2 2 4980 4980 19+00 20+00 21+00 22+00 23+00 24+00 SCALE: 1"=40' HORIZ. EELSBURG 1101.1' & 1'=4' vERT. ULLCVIG Computer File Information p Q Q O Index of Revisions cltYol oror /-FFo-mCooltiins CpWp.I=pQ �/ `. O:L?= B�PTRTMENT OF RAN P RTATION CITY OF FORT COLLINS 20 2NO STREET 281 ORTN COLLEGE AVENUE GREELE>'. CO BOBJ1 FORT NCOLLIN6. CO eo3zz Phone: 9)0-JSO-2t26 Pnona: 9)0-221-6605 FAX: 9)0-330-2198 FAX: 9,o-221-6378 Re ion 4 PUG As Constructed MASON BIKE PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD TRAIL PROFILE 19+00 TO 24+00 Project No./Code Creolion Dole: 12-26-06 lnitios: zv No Renvon,: AOC MO65-090 Lost MocWcolion Dale: 06-12-09 Irulias: SPG Full PoIII: L:\O6138\ACAD\SHEET Revised: Des'gner. SPO 16584 Dro.aR File Name: R051}8PR00}.dwg Oelailer: ZV Acod Vet. 2004 SCOW 1"=40' Units: ENGLISH Void: Sheet Subset: ROADWAY Subset Sbeels' TPRO-03 0l 4 Sneel Number 31 BRIDGE i u m W c x I o� N � as H a ' PROFILE GRADE LINE (PGL) AT HORIZONTAL CONTROL LINE (MCL) g N� I `-EXISTING GRGD D / 8 Y W l Nm a 100.00' vc HP ELEV - 4998.83 0.00' vC 100.00' VC HP STA - 26a25.94 VPI STA - 27�60 WI STA 2H60 WI STA 26�20 VPI LEV 4998.1a 3 VPI LEV 499].]5 WI ELEV 4999.00 .D. - -t.89 0 D. - -0,9] A0. - -1.39 - 53.03 w � ' QUQ N i N W H� PR FILE GRADE LINE (PGL) u AT HORIZONTAL CONTROL LI (HCL) w i Q 4 Q 5 I � �� .7BR `250x EXISTING GROUND 5010 5010 0 5000 O 5000 + Nr N d N LLl Z J U t— Q 4990 4990 4980 4980 24+00 25+00 26+00 27+00 28+00 SCALE: 1-=40' HORIZ. r.. rvvai«w, 1.4' VERT. Com uter File Informolion Index of Revisions Cltyaf oT As Constructed MASON BIKE PEDESTRIAN TRAIL Project No. C Creation Dote: 12-26-06 Iniliols: Zv O F\ortCoothns SPRING CREEK TO PROSPECT ROAD ) No./Code Lost Modification Dole: 06-15-09 Inillols: MPO Q cpLURAOO pEpgRTMENT No Revisions: TRAIL PROFILE 24+00 TO END)AOC M455-090 Full Path:.:\idevesl Poieth\2007\1066-046\deoq� dlo4lgs\0a Pad Ilw\ O CITY OF FORT COLLINS 14 TRANSPORTATION 20 2N0 STREET Dts' GC MPO 281 OLLI COLLEGE AVEr+uE GREELEY. CO 80531 Raised 16584 Droving Foe Name: R05138PROO4.dwg O FORT couws. co eoszz Phone: 9)0-}30-3126 DC109e[ MPO 7KUd V., 2004 Stale: 1'-40' Units: ENGLI$H 1` �970-0-221-8605 FAX: 970-350-2198 zz1-as78 Ro ion 4 PJG v0id' Sheet Subset: ROADWAY Subset Sheets: TPRO-04 of 4 Sheet Number 32 5010 5010 Solo 5010 501D 5010 5000 5D00 5000 50DO 50DO 5000 4990 4990 4990 4990 4990 4990 4980 4980 4980 4950 4980 4980 4970 4970 4970 4970 4970 4970 —50 0 50 —50 0 50 —50 0 50 10+50 11+50 12+50 5010 5010 5010 5010 5000 5000 50DO 5000 4990 4990 4990 4990 4980 4980 4980 4980 4970 4970 4970 4970 —50 0 50 —50 0 50 11+00 12+00 SCALE: t'=40' HORIZ. 1"=20' VERT. ULseuac HOLT & ULLEVIG Computer File Informotion O Q O Q Index of Revisions cltyOf ftCOWITS CITY OF FORT COLLINSCOLLIN$ 261 ORTN COLLEGE AvENUE vORr COLLINS, CO 80522 PI,—: a70-221-6605 EAX; 970-221-6378 z CCppLpRAOp pEPtRTMENT TRANSPORTATION 2p 2ND STREET GREELEY. CO 80831 nu g70-350-2t26 FAx: y]0-350-2 21 Re ion ♦ PJG As Constructed MASON BIKE PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD CROSS —SECTIONS Project No./Code creoton Dote: 02-01-07 I91n1,: zv No Rcvisions: AOC M455-090 Last Modification Dole: 06-12-09 Wools: SPG Full Path: L:\051 }R AGO SHEET` \ \ Revaed: Designer: SPG 16584 Droving File Nome: R05138CRSO1.dR9 Deluder. ZV ACad V., 2004 Scale: 1"=40' Units: ENGUSH Void: Sheet Number 33 Street SubseL XSECTION Subset Sheets: %$EC—Ol of 6 5010 5010 5010 5010 5010 5010 50DO SODO 5000 5000 5000 5000 4990 4990 4990 4990 4990 4990 4980 4980 4980 49BO 4980 4980 4970 —50 0 4970 50 4970 —50 0 50 4970 4970 4970 —50 0 50 13+50 14+50 15+50 5010 Solo 5010 5010 5010 SOIO 50DO 5000 5000 5000 5000 5000 4990 4990 4990 4990 4990 4990 49W 49BO 4980 4980 4980 4980 4970 —50 0 4970 50 4970 —50 0 50 4970 4970 4970 —so 0 50 13+00 14+00 15+00 SCALE: 1'=40' HORIZ. 1'=20. VERT. FELSBURG 1101A, & ULLEV IC. Computer uter File Information p p O p Index of Revisions ClTyof rtCollins CITY OF FORT COLLIN$ 381 ORTN COLLEGE ENUE FORT COLLINS. CO 80522 PInuo. 97 221-6605 or £ Lo RAO P TMENT £� 7RAN P A ION ? 8ff zo 2N0 STREET pREELEY, CO 80831 none: 970-35D-2126 FAIL. 970-350-2198 Re ion 4 PJG As Constructed MASON BIKE PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD CROSS —SECTIONS To 1 No./Code, cre9laR Dow 02-01-07 Irlilals: zv Lost 14o61aolion Odle: 06-12-09 Wlluls: SPC No Revisims: AOC M455-090 Fuu Polh: L:\05138 AGD $HEEf \ \ Revised: Onigner: SPG Droeag File Nome: R05138CRSOl.tl�g Vold: Detu9tt: ZV 16584 Sheet Nurturer 34 A[od Ver. 2004 $cde: 1'=40 Urvls: ENGLI$M Sheet Subset: XSECTIONJ Subsel Shmt3: xSEC-02 or 6 PIT",ff sr"..rT FACN]JES SERVICE SOUTH t :4 q IPPROXIMATE FINAL ii i I ►F-d MW-4 giOF DIVVADOw _ _L L J — Z J �tEaw1 -&RLDINC/ / --------- ,--------- �. �, J� sTDaM oRriw �t EAST MOTOR SPOOLS PARIDNO LOT APPR0Xe1A�E LOCATION CF M0Id70RWG Sa xW I s TE I ryas I MW SERE: 8 T 8 x II�UI H v BE VaX C0NC047RA710N X Kg/L T - TOLUENE C0NCENM4770N w Kg& S a E7NY MMYE C0NCEN7RA70N IN Kg/t- x v TOTAL XWeS C0NCEN7RA170M IN Kg/L TYM - 70TAL VWME PETROLEUM HYDROCARBONS C0NOMMARON IN mg/L. MTBB a 707AL METHYL 7ERT-BUrn ETHER 00NCIN7R4710H IN Kg/t- NA - NOT ANALYZED NS a NOT SUIPIFD JACRAM IS FOR NO IS T NTEND D FOORERALL 0N57T�I�0N PURPOSES. uAUlTtaIANCE CEN7RAL RECIEVTNG ° H w AOMWAVE - Tom Af FIGURE 3: JULY 2005 CONTAMINANT CONCENTRATION CSU MOTOR POOL COLORADO STATE UNIVERSITY FORT COLLINS, COLORADO Project Mngr. DRP Project No. °�'g"� lt'erracon Seale 43987f JAS 1' � 11 Checked Bar. ETH Dote 301 N. HOWES STREET 07 20 ApprovedDRP FORT COLLINS. C0L0RADo 80521 Drown By Fite Name: D 4398704-1-3 Figure No. \ 3 5010 5010 5010 5010 5D10 5010 5000 5000 5000 5000 5000 5000 4990 4990 4990 4990 4990 4990 4980 4980 4980 4980 4980 4980 4970 4970 4970 4970 4970 4970 —50 0 50 —50 0 50 —50 0 50 16+50 17+50 18+50 5010 5010 5010 5010 5010 5010 5000 5000 5000 5000 5000 5000 4990 4990 4990 4990 4990 4990 4980 —` \ 4980 4980 —` \ 4980 4980 ~ 4980 4970 4970 4970 4970 4970 4970 —50 0 50 —50 0 SO —50 0 50 16+00 17+00 18+00 SCALE: 1'=40' HORIZ. 1'=20' VERT. rELssuxc 11U1A & ULLEVIQ Computer File InformoMENCLISH O Q Index of Revisions C1tyd rtCoWns 2.1 OF FORT COLLINSCOAVENS 261 NORTH COLLEGE AVENUE FORT cawN . CO 80522 FAx �970�321—e]]B 5 ��or �— 8?LVp Fp ppEEPARTMENT TRANSTREETATION 20 2HD STREET GREEEEv, CO 8063t n : 970-350-2126 rwx: 970-350-2t96 Ra ip, ♦ 0-2 As Constructed MASON BIKE PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD CROSS -SECTIONS Project No./Code Cleotion Dote: 02-01-07 IM No Revisions: ADC M455-090 Lost Mo6licollcn Date: 06-12-09 16O Full Palh: L: 05F Revised: 0es'gner. SPC 16584 D—kig File No..: R051O Deluder. ZV Acod Vet. 2004 Scale: 1 =40' O Void: $0te1 Number 35 Sheet Subset: XSECTIONJ Subset SheNs: %SEC-03 0l 6 solo 5010 5010 5010 5000 5000 5000 5000 4990 4990 4990 4990 1980 4980 4980 4980 4970 4970 4970 4970 —50 0 50 —so 0 50 19+50 22+50 5010 5010 5010 5010 5010 5010 50DO SODO 5000 5000 5000 5000 4990 4990 4990 4990 4990 4990 4980 4980 4980 4980 - 4980 4960 4970 4970 4970 4970 4970 4970 —50 0 50 —50 0 50 —50 D 50 19+00 20+00 22+00 SCALE: I"=40' HORIZ. t'-20' VERT. FELSBURG 1101A, & ULLGVIG Computer File01-07 Information O O 0 O Index of Revisions CNTot tCollins _ CITY OF FORT COLLINS 2O1 GRIN COLLEGE AVENUE roRr coulNs. co 00522 Pnone: 970-221-6605 EAx: g70-221-6]]8 or �_ LO p EEp,4,RT4ENT �F 7RANSpBRTATto,, 1420 2ND STREET GREELEY. CO BOBJ1 none: 970-350-2126 FAX: 9]0-350-2198 —2 FA ion ♦ 0PJG As Constructed MASON BIKE / PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD CROSS —SECTIONS Project No. 1 No./Code crwlion out.: o2-ot-o7 INtob: zv Last Modlicat'xm Odle: 06-12-09 Initols: SPG No Rewsi9n:: AOC w55-090 Fun Path: L:\05138\AGD\SHEET Raced: Designer. $PG t6584 0—n Ne Nome: R05138CRSOt.dr9 9 A[ad Ver. 2004 Scale: 1�=40' Ihuls: ENGLISH Void: WOW ZV Sheet NunYm 36 Sheet $ubul: %SECTION Subset Sheets: XSEC-04 OI 6 5010 5010 5010 5010 5010 5010 5000 5000 5000 5000 5000 5000 4990 4990 4990 4990 4990 \ 4990 L 4980 4980 4980 4980 4980 4980 4970 4970 4970 4970 4970 4970 -50 0 50 -50 0 50 -50 0 50 23+50 24+50 25+50 5010 5010 5010 5010 5010 •• 5010 5000 5000 5000 5D00 5000 5000 4990 4990 4990 4990 4990 4990 U 4980 4980 4980 4980 4980 4980 4970 4970 4970 4970 497U 4970 -50 0 50 -50 0 50 -50 0 50 23+00 24+00 25+00 SCALE: 1'=40' HORIZ. 1'a 20' VERT. Computer File Informotion Index of Revisions CltyOF ,0T As Constructed MASON BIKE PEDESTRIAN TRAIL Project No./ Cre9tio. D.le: 02-01-07 Initi ft: zv O Fort Collins SPRING CREEK TO PROSPECT ROAD Lost Modilico6on Dole: 06-15-09 Initkds: MPO Q �•f_' 8C?pLppRA�DO rTMENT No Revisions: CROSS —SECTIONS AOC N455-090 Full Path:.:\iJnesl p9jxD\1007\70611-0/6\deq� da.igs\Imi RviN Ih\ 0 CITY OF FORT COLLINS OF 7RAN P TAT1oN 2.1 ORTH COLLEGE "EHOE 20 2HD STREET Rerrsed: Designer: MPO 16584 Dro.ing File None: R05138CRSOI.d.g Q FORT couwS. Co W522 Pnon.E, 70 CO 80631 Pnon.: 9J0-221 -8fi05 FAX: 9)0- 350-2126 Deloger: MPO Acod Ver. 2004 Scale: 1"-40' Units: ENGLISH EAx: 9)0-221-537e 350-2198 Void; Re ion 4 PJG Sheet Subset: %SECTION Subset Sheets: %SEC -OS of 6 Sheet Number 37 5010 5010 5010 5010 5000 5000 5000 5000 4990 - 4990 4990 4990 4980 4980 4980 4980 4970 4970 4970 4970 —50 0 50 —50 0 50 26+50 27+50 5010 5010 5010 solo 5010 5010 5000 _ _ 5000 5000 5000 5000 5000 4990 4990 4990 4990 4990 \\ 4.11 4980 4980 4980 4980 4980 4980 4970 4970 4970 4970 4970 4970 —50 0 50 —50 0 50 —50 0 50 26+00 27+00 28+00 SCALE: " 1=40' HOR12. 1"=20' VERT. j­LT­ COMDuter File Information Index of Revisions City of or As Constructed MASON BIKE PEDESTRIAN TRAIL Project No./Code Creotion Dote: 02-01-07 1nilicls: zv O Fort Cothns SPRING CREEK TO PROSPECT ROAD lost Modkotion Dote: 12-03-08 WWI,: MPO Q �~`��• QL " p�E TMENT No R.W.ns: CROSS —SECTIONS AOC M455-090 Full Polh:.:\WmW po*1s\2002\1065-Os6\ono Jvmimp\Ir91 feaw %\ O CITY OF FORT COLLINS 1. �R^^SPpRTAT1ON Dn MPO 281 DRTN COLLEGE AVENUE 20 2ND STREET Revised: N^ef' 16584 Dro,ing Fik Nome: R05138CRS01.dw9 O FORT NCOLLINS, CO 80522 GREELEY, CO 80631 _ Phon4: 9J0-221-6605 Phona: 970-350-2126 o410def: MPQ 'tp Ac.d Vef. 2004 Soak: 1 =40' Units'. ENGUSH FA% 9J0-221-63)8 FAX: 970-350-2198 Void: $heel NYmDe1 38 Region 4 PJG Sheet Suhsel: %SECTION $ut5et Slleels: XSEC-06 of 6 TABULATION OF TRAIL SICNACE — FOR INFORMATION ONLY o� ��m�m■m�m�m�m��mmm�m�m■■■■■■■■®mm ©� ��m��m�m�m�m��mmm���m■■■■■■■■mmm o� ��m�� ���������■■■■■■■■mmm '®® �m������o�o�m,��■■■■■■■■mmm !amml ��m�m■m�m�m�m��mmm����■■■■■■■■®mm '0� ��m�m■m�m�m�m���m����■■■■■■■■mmm '®® ��m���m�m�m��mmm����■■■■■■■■mmm 10� ��m��m�m�m�m��mmm����■■■■■■■■mmm amml ��m�m■m�m�m�m��mmm����■■■■■■■■®mm m® ��m�m■m�m�m�m��mmm�m��■■■■■■■■®mm ®® ���m■m�m�m�mmt�mmm����■■■■■■■■mmm 'm® ��m�m■m�m�m�mmt�mmm����■■■■■■■■mmm 'mmm m�m,��������mmm�mt��■■■■■■■■mmm 'mmm �®������������■■■■■■■■®mm NOTES: •I. THESE SIGNS DIMENSIONS AND LAID OUT TO MATCH REFERENCED MUTCO STANDARDS, BACKGROUND COLOR FOR THESE SIGNS DOES VARY FROM STANDARD. 2. SIGNS LOCATED ALONG ROADWAYS SHALL BE MOUNTED PER STANDARD PLAN NO. S-614-1 ]. ALL TRAIL SIGNING QUANTITIES FOR INFORMATION ONLY. NOT N CONTRACT. CITY OF FORT COLUNS Wtl NVALL TRAIL SIGNAGE, FOR INFORMATION ONLY - ALL TRAIL SIGNING TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. Uorn uter rile Information Q O O O Index Of I[evisions Cny of FortCoolliins R-/ �• Cltt OF FORT COLLINS 281 NORTH COLLEGE AVENUE FORT COLLINS. CO 80522 FAX: 9T0-221-63788 Creation Dote: 08/15/03 Initials: JAW Last Moddicotlon Dale: 06/16/09 Initials: AMH Full Path: I:\02181\Aced\FmoI Trail Desi n\Sheet rov Ding file Noma: LSSIOO.dw9 AcaO Ver. 2009 Stale: Units: ENGLISH EDAW AECOM �HOLT& ULLEVIG . iTMENT As Constructed MASON BIKE / PEDESTRIAN TRAIL SPRING CREEK TO PROSPECT ROAD SIGNAGE TABULATIONS Project No./Code No Revisions: AOC M455-090 ION 26 Revised: Designer. JSP Detader: JSP 16584 Vold: Sheet Number 39 Sheet Subset: Subset Sheets: LSS-1 of 3 REUSE 11111111: 011 TRAIL i0. NEW SPECK: ARROW © NEW: STOP SIGN _C-___ NEW: STOP AHFAD STATION 1 I I rp—o �I1EW SPE iiEDSE�E YOTOR NEw: NO 4NGE5 r �a NEW SPECYI: r 110' YTC TRAIL C T � REUSE EXISTING: END_. ®0 I A 1 STATION 28+18 - 28+50 mm FOR INFORMATION ONLY - ALL TRAIL - 20 -- SIGNING TO BE INSTALLED BY THE CITY OF 0 220_— 4 FORT COLLINS PERSONNEL. SCALE: 1"-20 �HLO`LLT EDAW AECOM & ULLEVIG Computer file Information Index of Revisions Cttyot ToT AS Constructed MASON BIKE / PEDESTRIAN TRAIL Project No./Code Creation Dote: 08/15/03 Initials: JAW o Fort Collins SPRING CREEK TO PROSPECT ROAD Last Modification Dote: 06/16/09 Initiols: RA; o COLORADO DEPARTMENT No Revisions: TRAIL SIGNAGE PLAN A0C M455-090 Full Path: I: 02181 Atoa Finol Trail Desi n Sheet 0 CITY OF FORT RT COL LINS �F TRANSPORTATION Designer: JSP Dro.ing File Nama: LSS 101.dwg O 281 ORTH COLLEGE ENUE ORTNCOLLIPh 20 2N0 STREET CREEL_, CO 806�1 Pn .: 970-350-2126 Revised: Deader: JSP 16584 Acod Ver. 2009 Scale: Units: ENCLISH o —2 1— 605i2 EAX:9)07221�63)�O5 X:9>a—J50-2198 Re ion 4 PJG Void: Sheet Subset: Subset Sheets: LSS-2 of 3 Sheet Number 40 SPECIAL 12" x 6' SPECIAL 12" x 18" W3-1 18"x 18" Last Modification Dole: Foil Path: Dra.ing File Name: Acod Ver. 2009 Initials: JAW Q Initials: SAS Q frail Desi n\Sheet O LSS501.d.g Q Units: ENGLISH Q SPECIAL 12" x 6' SPECIAL 12" x 18' NO MOTOR VEHICLES R5-3 18" X 18" SPECIAL 12" x 6" R1-1 18"x 18" .* Cl YIELD TO t� SPECIAL 18" x 18" For, t Cfty'hns CITY OF FORT COLLINS 281 NORTH COLLEGE ENUE FORT COLONS. CO 80522 Paona: 920-221-6605 FAX : 970-221-6]20 n TRAL SIGN AT CONSTRAINED LOCATION t SGlE. 4r . Y-a uI-S meam.ay n ML SIGN HEIGHT EDAW AECOM HOLT& l ULLEVIG As Constructed MASON BIKE / PEDESTRIAN TRAIL Project No./Code SPRING CREEK TO PROSPECT ROAD Na Revisions: SIGNAGE DETAILS AOC M455-090 Rerised: Designer: JSP 16584 Detail- JSP Vaid: Sheet Subset: I Subset Sheets: LSS-3 of 3 Sheet Number 41 RS' 0" e K O6K -I TRASH RECEPTACLE 1 STA- IIA2821___..___.--__..-___., EXISTING FRISBEE GOLF ARCEr- \%\� TO BE RELOCATED LIGHT POLE ��%! '�•- \. = .. _. _ _- _ _ ._ _... 30" WATER MNH SCALE: I a 10' REST AREA LAYOUT PLAN ISTAe 11+28) MEN > Ai 12 -0" 41 1'-9" l'-10" TYP Ll oI SLLIIDNELEVATION Creation Date: Last Modification Dote: NO Path: Droving FJe Nome: Acad Ver. 2009 15/03 Initiols: JAW Q 16/09 Initials: AMH I O Fcft Or� Yt lins CITY OF FORT COLONS 281 NORTH COLLEGE ENUE FORT COLLINS. CO 80522 a: 970-221-6605 FAX: 920-221-63T8 TABULATION OF TRAIL REST AREA SITE FURNISHINGS LOCATION INFORMATION CENTER (KIOSK) TRASH REiR EACH EA PLAN FINAL PLAN REST STOP A I I TOTALS' I I W NOTE: (J)KIOSK TO BE PAID FOR AS ITEM 622 - INFORMATION CENTER 2"r4" STL BEAM 4 .6" STL BEAM TAPERED TO 2" ENDS DECORATIVE CAP e 8" SO STL POST KIOSK PANEL NOTE: ALL EXPOSED STL TO BE POWDER COATED DECORATIVE RASE [s_ s-- ,/ 12'-0" 2'I HSS 2".2" HIS d".6" AREA Or TAPER HSS 2'.4' n KIOSK ROOF sruL pa'"fd o1-wnxm as EDAW AECOM �HOLT� & ULLEVI6 As Constructed MASON BIKE / PEDESTRIAN TRAIL Project No./Code SPRING CREEK TO PROSPECT ROAD No Revisions: REST AREA PLAN OTLS. TABULATIONS AOC M455-090 Revised: Des' ner: JSP 16584 Delailer: JSP VaO. Sheet Subset: Subset Sheets: LS-1 0[ 2 Sheet Number 42 HSS 2".4" HSS 4".6" TAPER TO EDGE MSS 8".8" A ROOF C0Nw n0N qI a STL POST Y' BASE Pt. 12".12" W/ 4-�" DA AB GROUT YJ' EXPANSION JOINT BONG ANCHOR BOLTS TO REINFORCE 4. p /5 CONTINUOUS AT u!I =s----��I'r- SLAB EDGE IL p. /4 TIES 0 TO. OC it 9 8-/5 (3 EA FACE) GP CONIC li u SO STL POST _ J—.EC0 RATIVE STL BASE COl1AR - Y4' STL PLi 22 GA STANDING W/ 4 VANDAL RESISTANT SET SCREWS SEAM MTL ROOF GREEN (RAL BOLTS (4) PER ENC 6004) PER ENG _SHOP DRAWINGS DIR II_II II 18 CA MIL FACM - H55 7', 2" .Il+all II . HSS 2".4' n ' I AT EA COL n ROOF TAPER n KIOSK - NBA o —I 1/Y - r-o- DECO 01—.Nq>a.q I"XI" STL TUBE BOLT HEAD — TYP STL ANGLE - BEYOND INFORMATION PANEL (3) I"XI" STL TUBE it OTE: ALL EXPOSED STL TO E POWDER COATED KIOSK COLUMN -CONT WELD NUT .3/16" L FRAME MARINE GRADE A/B PLYWOOD TO MATCH COLOR RAL 1015 1/4" CLEAR POLYCARBONATE SHEET 3/16" GALV BOLT W/ VANDAL RESISTANT HEAD — PUCE AS INDICATED n KIOSK FOOTN(i n KIOSK PANEL ELEVATION n KIOSK PANEL swr. s/�a-o' o1-s.mrwo-a a srAr. r.l•ro m-N41...a.q F —res m-Werue1.9 Computer pile Information O Q 0 Q Index of Revisions OT FoKColtins �' COLORADO DEPARTMENT CITY OF FORT COLLINS OF TRANSPORTATION ��0 .0 STREET pp01 IgRrH COLLEO[ .y(NYL GIRlEL CO !06]1 IORT e0uplRi e0 �ep0]22s Pham: y70-250-2120 -21 r°w1R: 970�02! S FwX: 70]]0 9p Re iyon -4 PJG As Constructed MASOIS SPRING CreoBon Date: 08/15/03 Initiols: JAW No Revisions: Lest Modification Dole: 06/16/09 Initials: AMH Full Path: I: 02181 Acad Final Troil Desi n Sheet Revked: gn r. Designer: Draring File Nome: LS502.dv.g Oetoiler: Acad Ver. 2009 $Cole: Units: ENCUSH void: Sheet Subset: EDAW I AECOM HOE` LT & ULLEVIG PEDESTRIAN TRAIL Project No./Code TO PROSPECT ROAD REA DETAILS AOC M455-090 16584 Subset Sheets: LS-2 or 2 Sheet Number 43 TABULATION OF PAVEMENT MARKINGS (FOR INFORMATION ONLY) (1) STATION/LOCATION RE OVAL OF ME PAVEMENT MARKING PROSPECT ROAD NOTES: 1. ALL ROADWAY MARKING TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. 2. THE TYPE OF PAVEMENT MARKING MATERIAL TO BE AS DIRECTED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. 3. ALL PAVEMENT MARKING TO CONFORM TO THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), OR AS MODIFEO BY THE LATEST CITY OF FORT COLLINS STREET STANDARDS. FF.LSHURG HOLT & U LLEVIG Computer File In rmotion O 0 Q 0 Index of Revisions ClTyof N o FQrtCOtt�n$ �TW .>AS /�f� Cpp ?p=pApp. pE�pp-w?R CITY OF FORT COLLINS 142 2NNSPpRTATIONEM 20 EY, STREET FORT NORTH COLLEGE AVENUE OREELEY. CO 50831 rORT COLUNS. CO BOa22 Pnone: 9)0-350-2t28 FA%�9�0122221- 5 — 9To-350-2198 Region ♦ PJG As Constructed MASON BIKE PEDESTRIAN TRAIL TABULATION OF PAVEMENT MARKING Project No./Code Creation Dote: 06/11 08 lailiols: ry � Lost Modification Dote: O6/I I/09 Initials: SPC No Rerisi— AOC M455-090 TO Path: L:\05138\ACAD\SHEET RNiSM: Desigmr: SPG 16584 Droein File Nome: M05138TA806.DWG 9 Acod Ver. 2004 Scale: NONE Units: ENGLISH Void: Detoier: ZV 1 Sheet Number 44 Sheet Subset: Tabulations Subset Sheets PMT-1 0l SUMMARY Of PAVEMENT MARKING QUANTITIES COLOR PAVEMENT MARKING PANT PREFORMED PIASTIG REMOVAL OF PAVEMENT MARKING W R —SYM L %WALK—STOPLINE GALLON SQUARE FEET) SQUARE FEET YELLOW 5 WHITE 1 TOTAL ] 328 200 TABLE 1 SUMMARY OF GROUNDWATER SAMPLE RESULTS 'Egl4b5aC Pool PROJECT LOCATION: Fort Collins, Colorado PROJECT NUMBER: 43987041 Sample Sample Benzene Toluene benzene Xylenes TVPH MTBE ID Date 44L) (µg/L) (99/L) (µ9/L) (m9/L) (WL) MW-3 724/1996 <1 <2 <2 <2 <2 1/5/1999 <0.5 <0.5 <0.5 <0.5 <0.5 NA NA 427/1999 <0.5 <0.5 <0.5 <0.5 <0,5 NA 726/1999 <0.5 <0.5 <0.5 <0.5 <0.5 NA 1028/1999 <0.5 <0.5 <0.5 <0.5 <0.5 NA 1/312000 <0.5 <0.5 <0.5 <0.5 <0.5 NA 5/172002 <0.5 <0.5 <0.5 <0.5 <0,5 NA 8232002 <0.5 <0.5 <0.5 <0.5 <0.5 NA 12/19/2002 <0.5 <0.5 <0.5 <0.5 <0.5 NA 3/112003 <0.5 <0.5 <0.5 <0.5 <0,5 NA 6/1(V2003 <0.5 <0.5 <0.5 <0.5 <0.5 NA 9/92003 <0.5 <0.5 <0.5 <0.5 <0.5 NA 12/5/2003 <0.5 <0.5 <0.5 <0.5 <0.5 NA 3/182004 <0.5 <0.5 <0.5 <0.5 <0.5 NA 6212004 <0.5 <0.5 <0.5 <0.5 <0.5 NA 10(62004 <0.5 <0.5 <0.5 <0.5 <0.5 NA 12282004 <0.5 <0.5 <0.5 <0.5 <0.5 NA 322/2005 <0.5 <0.5 <0.5 <0.5 <0.5 NA MW-4 9/3/1996 4o. <2 71. 21. <2 NA 1/5/1999 <0.5 '•' <0.5 <0.5 <0.5 <0.5 NA l 427/1999 3.4 1.1 5. 4. <0.5 NA 7/26/19N 11.3 2.2 15.8 7.3 1.1 NA 1028/1999 162. .6 29.8 11.7 .83 NA 1 /3120M <0.5 <0.5 <0.5 <0.5 <0.5 NA 5/172002 7.6 <0.5 1.6 1.2 <0.5 NA 2 8.9 <0.5 .8 <0.5 .67 NA 12/192002 4.3 <0.5 <0.5 <0.5 .55 NA 3/112003 40.8 <0.5 4. 1.3 <0.5 NA I 6/102003 27.4 <0.5 14.5 7.2 1.12 NA • 9/92003 <0.5 <0.5 <0.5 <0.5 <0.5 NA 12/5/2003 23.1 <0.5 10. 2.6 <0.5 NA 3/182004 Dry Dry Dry Dry Dry Dry 6/21/2004 5.2 <0.5 47.1 10.4 2.01 NA 10/62004 <0.5 <0.5 <0.5 <0.5 <0.5 NA 12/28=04 3.4 <0.5 1.7 <0.5 <0.5 NA 3/22/2005 2.9 7/112005 1.9 <0.5 <0.5 1. 13.7 <0.5 <0.5 NA .8 1.91 <0.5 Groundwater Standards 5.0 1,000.0 780.0 10,000.0 500.0 SSTLs 1,000.0 OPS cleanup standard 530,000.0 170,000.0 200,000 38,000.0 NA NA NA NA NA 20.0 NOTES: 1) TVPH = Total Volatile Petroleum Hydrocarbons 2) Groundwater Standards from"Storage Tank Regulations" published by the Colorado Department of Labor and Employment, Division of Oil and Public Safety, effective May 30, 2005. 3) SSTLs - Site Specific Target Levels calculated using a Tier II Model for the site _ 4) ugA = micrograms per liter 5) mgA = milligrams per liter Sample analysls from 7/24/96, 9/3/96, and 7/14/97 were obtained from Stewart Environmentafs document tined, 6) 'Report for the Heating plant Fuel Oil Storage Tanks at Colorado State University' 7) NS - Not Sampled doled February 1998. 8) NA - Not Analyzed, Not Applicable 9) Bold Indicates an exeedence of respectva groundwater standard. 10)IN indicates exoeedence of SSTLs TABULATION OF SIGNS (FOR INFORMATION ONLY) (1 STATION/LOCATION loom f0� ��fi�i��f♦��f�����i♦�f♦ii���f�i♦i♦�f�� ©® � �i_��i_i�ii•i�o® ���i•i•ii•i•ii•i�i.ii•ii�ii�i�■i c�® � �� �ifA�i�ii•i_o�i•®����i. f•if•i• i�it■■i•■i• ©�i ��� i•i�iif•�aii■f� �■■��iii•f•if•f•ii•f•■■f•i•ii•i�i ififif•i �� +.�.�■.� water ol�cl�tl•r®�wrwm■�� � r■s��il�. rl�w�r��Ir�rwl■� �®r�wis�t.■n�irt�w�il ��r ®�..��s®I■I� �Iit��ws�dww.ew� ®tae�t®ursre�a��w�ai�ei i• �ii•i �f•i• i•i_i•�i•i�■■ ii•iiw��ii• f•if•if•f•ifiiff• _ ■it■i•� f•f•i•itii•■ii•i•iti•iti•f•ii•i ii•ii•ii•■■iti �i•i•i•� �� � ������it����i•i.�it�i_���_0Nona��� ��■ i_f_��i_fermi_i•i•��i����i•i_fI■�iii.i•�i�i�i��i�� �i���i_i�i•�ioi•��i�i���■�f•�MWWO�iiiiiii•i_ i•f•� ��f.��i•����iiiiiii���������f•�i•�MMMMM���� i•�i• wit ���i• i•iti_�i_���i•f•i•i•�i•i•� � i•it■i•■fl■i ii•i•�itii•il it�ififf•iif•� i•�iifififf•�f•f•i•f•f•i•i• ■iii•ii!■fAi� ■■itifi�■i i•■iliftiitiii•i•ii•■�i•■I f•i•i■■i•ii•�i•i �if•�■f•ii•i• � f•i�i• i•� i_�i_i_��i_i•���si_i_i_i•i•i•wmmmi•i•■i_i_; � i_i_i_f_f_�voi_fvimo®i_�i•i•i•���i•f•i�i_i_ SIGNING NOTES 1. ALL SIGNING TABULATED ON THIS SHEET TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL, 2. POST LENGTHS ARE PROVIDED FOR GENERAL INFORMATION. THE CITY OF FORT COLLINS PERSONNEL TO DETERMINE THE EXACT POST LENGTHS NECESSARY. 3. THE LOCATION OF THE SIGNS ARE APPROXIMATE. THE FINAL LOCATION OF THE SIGNS TO BE DETERMINED PER THE LATEST CITY OF FORT COLLINS AND MUTCO STANDARDS AT THE TIME OF INSTALLATION. 4. ALL ANCHORS, POST, AND SUPPORTS TO BE AS SPECIFIED BY THE LATEST CITY OF FORT COLLINS STANDARDS.. 5. ALL SIGN PANELS TO BE AS SPECIFIED BY THE LATEST CITY OF FORT COLLINS STANDARDS AND THE MUTCD. 6. SIGN TO BE STICK —ON' AND LOCATED ON SIGNAL POLE BY PEDESTRIAN PUSH BUTTON (SEE SIGNAL PLANS) Computer File Informotion Index of Revisions aty C—Ion Dote: 04/22/08 mdiols: zV O ForrtCollins Lost Moditicotion Dote: 06/11/09 Iniliols: SPC full P9th: L:\05138\ACM\SHEET Q CITY OF FORT COLLINS Oro.inq File Nomc: M05138TAE07.DwG O 2 NOR- FORT COLLINS. COO-5]ZNUE Phone: 970-221-6605 Acod Ver. 2004 Sc6Ie: NONE Units: ENGLISH FAX: 970-221-6378 S TABULATION OF DELINEATORS DELINEATOR TYPE OUANTITY TYPE I TYPE II TYPE III As Constructed MASON BIKE PEDESTRIAN No Revisions: TABULATION OF SIGNS Revised: IDesgoer. SPG Void: D6t9dec FF.LSBURG HOLT & ULLEVIG WL Project No./Code AOC M455-090 16584 1 of 1 Sheel Number 15 ll Irm 1111-10 wolm b TRAFFIC SIGNAL PROJECT NOTES I. EXCEPT AS MODIFIED IN THE PLANS, ALL WORK SHALL BE IN ACCORDANCE WITH 'TRAFFIC OPERATIONS POLICY MANUAL BY THE CITY OF FORT COLLINS. THE CITY OF FORT COLLINS TRAFFIC OPERATIONS STAFF WILL CONDUCT ALL TRAFFIC SIGNAL WORK INCLUDING FURNISH AND INSTALL OF ALL NEW EQUIPMENT. AND THE SETUP AND TESTING OF ALL OPERATIONAL PARAMETERS. 2. CONDUIT, POLE. CONTROLLER CABINET LOCATIONS ARE APPROXIMATE. EXACT LOCATION SMALL BE DETERMINED BY CITY REPRESENTATIVES IN THE FIELD, COORDINATE WITH CITY STAFF (WARD STANFORD. 97D-221-6820) THROUGHOUT THE PROJECT TO ASSURE THAT TRAFFIC SIGNAL WORK IS PROPERLY COORDINATED DURING THE CONSTRUCTION OF OTHER PROJECT FEATURES. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITIES SHALL BE FIELD VERIFIED BEFORE COMMENCING WORK. 4. MAST ARM SIGNAL HEADS AND OVERHEAD SIGNS SHALL BE MOUNTED APPROXIMATELY LEVEL WITH ONE ANOTHER WITH A 19 FOOT CLEARANCE ABOVE PAVEMENT GRADE AT ITS HIGHEST ELEVATION. ALL OVERHEAD TRAFFIC SIGNAL VEHICLE MEADS SHALL BE CENTERED OVER THE APPROACH LANES. 5. SIGNAL HEAD NO'S, 1, 3, ♦, 6. 7 AND 8 ON SHEET TS-2 OF 3 SHALL BE ACTIVATED ONLY WA PEDESTRIAN PUSH BUTTONS FOR PEDESTRIAN MOVEMENTS ACROSS PROSPECT ROAD. 6. TRAFFIC SIGNAL POLES, MAST ARMS AND FOUNDATIONS SHALL BE PER CITY OF FORT COLLINS STANDARDS. 7. INSTALLATION SHALL INCLUDE AN AUDIBLE PEDESTRIAN NDICATOR FOR EACH PEDESTRIAN SIGNAL FACE. SUMMARY OF TRAFFIC SIGNAL APPROXIMATE QUANTITIES (FOR INFORMATION ONLY ITEM ITEM DESCRIPTION UNIT PROSPECT ROAD CROSSING NOTES 61 2 INCH ELECTRICAL CONDUIT JACKED LF 410 1 613 3 INCH ELECTRICAL CONDUIT JACKED LF 280 1 613 2 INCH ELECTRICAL CONDUIT PLASTIC LF 130 613 PULL BOX - 15 1 2'W . 25Y x 16 3 4-D EACH 4 613 PULL BOX - 13 1 Y'W . 20 1 21 , 12'D EACH 4 613 WIRING SPECIAL LS 1 2 614 PEOESTRIAN SIGNAL FACE 16 COUNTDOWN TYPE EACH 2 614 TRAFFIC SIGNAL FACE 12-12-12 EACH 1 6 614 TRAFFIC SIGNAL CONTROLLER CABINET EACH 1 614 PEDESTAL POLE 1 FO07 6 INCH EACH 1 614 PEDESTRIAN PUSH BUTTON EACH 2 614 TRAFFIC SGaNAL POLE STEELCI MAST ARM EACH 2 614 TRAFFIC SIGNAL PEDESTAL POLE STEEL EACH 2 614 TRAFFIC SIGNAL CONTROLLER TYPE 2070.) EACH 1 614 TRAFFIC SIGNAL EQUIPMENT EACH 2 3 614 TELEMETRY FIELD EACH 2 1 CONDUIT.UNDER BURLINGTON NORTHERN h SANTA FE RAILROAD TRACKS AND UNDER PROSPECT ROAD. 2 PAY ITEM FOR RAILROAD INTERCONNECT WIRING/EQUIPMENT. 3 PAY ITEM FOR AUDIBLE PEDESTRIAN INDICATOR. 4 PAY ITEM FOR SPREAD SPECTRUM RADIO. FOR INFORMATION ONLY ALL TRAFFIC SIGNAL IMPROVEMENTS ON PROSPECT ROAD TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. wm uler rue rnrormouon Creolan Do1<: 04/20/0, Milio6: N O Q O O Inaex or rxevlslons cNTor c or ftCCalinS �e=�z CpoL�ORADpp,�QpggPARTUENT CITY OF FORT COLLINS 1420 RNO STREETA71ON 2O1 DRTH COUEGE AVENUE GREEIEY. CO 806]t FORTNC970j2 -COW522 Pnon�: g70-350-2t26 lws �9T0�222�6]),6 5 FAX' 970-350-2198 Re ion ♦ PJG AS Constructed Losl Modlieal'an Date:O6/il/09 Idl'als: SPC No Revi4ons: Full Polh: L:\05138\ACAD\SHEET Revered 0,"n File Nome: T05138SSSOLDWG 9 AEOd Ve, 2004 Scde: NONE Urols: ENGLISH Void: FGLSBURG no1.r a ULLGVIG E PEDESTRIAN TRAIL Project No./Cc CT ROAD CROSSING IAL NOTES QUANTITIES AQC U455-090 RRf t6584 ZV offic I Subset Sheets: TS - 1 of 3 Sheet Number LEGEND FOR INFORMATION ONLY I �j ""'""'SYMBO ITEM DESCRIPTION ALL TRAFFIC SIGNAL IMPROVEMENTS ON Y/ zz' ARM PROSPECT ROAD TO BE INSTALLED BY ( I MAx. zs j ® TRAFFIC SIGNAL POLE WITH MAST ARM FROM CL THE CITY OF FORT COLLINS PERSONNEL. w > OF TRACKS X o TRAFFIC SIGNAL PEDESTAL POLE U j����// • TRAFFIC SIGNAL PUSH BUTTON POLE G R.O.W. R — r o O (3 FEET 6 INCH) l� `U 5 {► TRAFFIC SIGNAL HEAD WITH BACKPLATE — — — — — G — — G — — — G — - (Ede .._. -► TRAFFIC SIGNAL HEAD W —\ ; W W 7 — 1 E ) I W -3, PEDESTRIAN SIGNAL HEAD 1 1 VVI -TI PROSPECT ROAD 'A. ~ — t9- — I PEDESTRIMI PUSH BUTTON -1) SIGN I I I U N D w i I I ❑ TRAFFIC SIGNAL CONTROLLER AND CABINET 1 I I I 4 LLL O PULL 801 1 - (1515w . 25•L . t6h•D) R„ 4 O PULL BOX II - (I}sew . 20111 . 12•D) �—- -�- (JACKH I\ \ \ \ W I —'—•— CONDUIT - PVC SCHEDULE AO 4\ Q � MAST ARM OR POLE MOUNTED SIGN 3 I \ �\ \ I GROUND 51CN 203 1,IACKEDj-_ 04 AUDIBLE SIGNAL INDICATORS W. a L:JEXISTING RAILROAD GATE T T F �_ O ® EXISTING RAILROAD SWITCH CABINET CATV — — CAV ]-I V — 1G T RADIO COMMUNICATION ANTENNA I 0 02' 2-2.. — -2 t fl- TIC)-H 7-}-j;---� LUMINAIRE HIGH PRESSURE SODIUM REMOVE LIGHT ILI Q (.)ACKEO) W q 1SHEET TDET-03) 11U- PROPOSED TRAFFIC SIGNSFOR INFORMATION ONLPOWER SOURCE LOCATION (CONTACT DOUG MARTINE,(SEE PROSPECT RWD PLANS FOR DETAILS) 970-224-6152) \�W I� PROPOSED SIGNAL HEADS \ > 2 (RR PREEMR i)I % S.0 LOWERED SIGNAL PHASING (PLASTIC) t/ RED Q 0 'X30 BACK PUTE RIO-6 R C! ID O i za'-x' w I • O ,�q COUNTDOWN I 2 O} OA PEDESTRIAN I LEI HEADM3.4.6.7 1.8 2 5 SEOUENCE PED I TERVAL I ALL VEHICLE SIGNAL HEADS SHALL BE POLYCARBONATE WITH 12-INCH SECTIONS AND Q yr��c'r' UNCC RIO-3. TUNNEL VISORS. I vau:v rloarixN'rno , 9•.12• PED r �— PROTECTED PHASE MOVEMENT (STICK -ON) ALL VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE FOREST GREEN IN COLOR. o-o PEDESTRIAN MOVEMENT 3 Days Before YOU Dig: 0® 1 - LEFT ARROW FELSBURG 1 - RIGHT ARROW ALL VEHICLE AND ALL PEDESTRIAN INDICATIONS SHALL BE APPROVED L.E.D. TYPE. p = CHANGE FROM PREEMPTION OLD NCE TO CALL' Bat B I I D I. T C, - - - - RAILROAD PREEMPTION HOLD INTERVAL SCALE O ULLEVIG Computer File Intormotion Index of Revisions alym , nor As Constructed MASON BIKE PEDESTRIAN TRAIL Project No./Code Gealbn Dote: 01/18/07 INtiols: RRF o rtCollms PROSPECT ROAD CROSSING Lost Modlkolion Date: 06/11/09 Irotiols: SPG Q CpL?l pEPARTYENT No ReWMans: SIGNAL PLAN ADC ua55-090 OF TRANSPORTATION Full Path: L:\05138\ACAD\SHEET Q CITY. OF FORT COLLINS 1s20 2NO STREET Re md: Designer: RRF 16584 251ORTH COLLEGE AVENUE GREELEY. CO 60631 Ormnq File Nome: T05138SSS02.dWg FORT OLLINS. GO W522 none: 970-350-2126 Delmer. ZV ACod Ver. 2004 SCde: 1 =20' UQs: ENGLISH ��z �070722221 lB 5 FAx: 970-350-2198 Void: $heel Number 47 63 Re ion 4 PJG Sheet Suhul: Troflic Suhsel Shttls: TS-2 0l 3 unnNnC«N:cn« 3 Days Before You Dig FOR INFORMATION ONLY CAc: 6�1 0 ALL TRAFFIC SIGNAL IMPROVEMENTS ON PROSPECT ROAD TO BE INSTALLED BY THE CITY OF FORT COLLINS PERSONNEL. LEGEND SYMBOL ITEM DESCRIPTION �. EXISTING TRAFFIC SIGNAL POLE WITH MAST ARM EXISTING TRAFFIC SIGNAL CONTROLLER AND CABINET O NEW TRAFFIC SIGNAL CONTROLLER AND CABINET O NEW PULL BOX I O NEW PULL BOX It I I RADIO COMMUNICATION ANTENNA I I I I I I j I � �j I NOTES. T. NEW SPREAD SPECTRUM RADIO COMMUNICATION EQUIPMENT (ANTENNA, MODEM, ETC) SHALL BE PLACED AT THE NEW PEDESTRIAN CROSSING SIGNAL AND AT THE COLLEGE AVENUE INTERSECTION. 0 20 40 FELSBURG SULLEVIG 8252!6� HOLT a SCALE: 1'-40' Com uter File Information O O Q O Index of Revisions crcyot or tC011in$ COLURA R DEPAfTMENr CITY of FORT COLLIN. o: ORAN P TA ION 20 2N0 STREET 2Ot ORTH COLLEGE wvENUE GREELET, CO BO6]t FORT NCOLLW9. CO 90322 Plan-: 9J0-33D-2t26 Fez �9J0�23=�83J8 S EA%: 9J0-]SO-219B Re Ion 4 PJG AS Constructed MASON BIKE PEDESTRIAN TRAIL PROSPECT ROAD CROSSING INTERCONNECT PLAN No. Code creation Dale: o1/za/oT litil'pls: RRF Lost MoQlicolion Dale: 06/11/09 Whole: SPG No —ons: [Project AQc Mass-o90 Full Path: L:\05136\ACAD\SHEET Revoed: Des'gner: RRF 165.8a DroAin File Nome: T05138SSS03.dw 9 9 Acod Ver. 2004 Score: Urals: ENGLISM yoid; Delailer: ZV $heel Number 48 Sheet SO.[: Treffc I Suhsel $heNs: TS-3 of 3 3 Days Before You Dig:'o CALL: 811 —EXISTING gg—q_ a_---1D•n _ to•»— r24• WHITE STOP LINE N N — a w w_ _® w LLJ - N 0 20 40 SCALE: 1"-40' 0 -�-- - .. -- -- rl 7rr NOTE: PROSPECT ROAD SIGNING AND STRIPING SHOWN IS FOR INFORMATION ONLY. ALL ROADWAY SIGNING AND STRIPING TO BE INSTALLED BY CITY OF FORT COLLINS PERSONNEL. ii01.1, BUR & ll ULLEVIG Com uter File Information O Q (] O Index of Revisions crcyof rtColhns CITY OF FORT COLLINS 261 NORTH COLLEGE AVENUE FORTCOLLINS. CO 80522 FAX°O."Oy'�D-221-63TeoS nor CCpoLpRApp pEPARTMENT OF TRANSPORTATION 20 IN o STREET OREELE. CO BOBJ1 h n : 970-350-2126 FAX: pT0-350-2198 Re ion 4 0PJG-2 As Constructed MASON BIKE PEDESTRIAN TRAIL PROSPECT ROAD SIGNING & STRIPING PLAN Project No./Code Dal Creation e: 01-25-07 WWI$; ry N0 "evisions: AOC M455-090 Lost uoGticot'an Dote: 06-11-09 WWI,: SPG Full Palh: L: 05138 AG1D SHEET � Rn,;ttd: D,,uI; eG SPG 165a4 Droning File Name: T0513BSSSOa.owg Detoder. Zv Acod Ver. 2004 Scale: 1"=40* Wits: ENGLISH Void: Sheol Number rij Sheol Subset: SIGNING1 Subset Shttls: PRSS-O7 of 2 3 Days Before You Dig I m CALL: 811 I N.--6'»---6'»——60> I I LIMIT R R RpILURDHA35O SPEED �c x}5' (Exlsn�c c•ti O (TO RELAAI )I I to SSW I 1 L R1D-6 (TOREMAIN)(EXISTING) (TO REAuw) ` I XREIAAcT�� J EXISTING RNLROAD SYMBOLS I 9 3 0 _ I I 24' WHITE S701 8-88-8 N I f i F PROSPECT ROAO� —_— tn \`-?+.. -" ADD WORDS ® d I 1 RIGHT LA)� O SPECIAL ACTNE - ✓ EXISTING) MUST I� (TOREMNN) TUPoJ RIGHT 21x24' RAILROAD �� "' 11 / _ (EXISTING) OSPECIAL TAV OF i G I (TO REMNN) 24'x18' TRACKS [/� / W N I I / I, NOTE: PROSPECT ROAD SIGNING AND STRIPING SHOWN IS FOR INFORMATION ONLY. ALL ROADWAY SIGNING AND o zo .o STRIPING TO BE INSTALLED BY CITY OF FORT COLLINS SCALE: PERSONNEL. FELSBURG 1101.i & ULLEVIG Computer File Information O Index of Revisions clTy� or As Constructed MASON BIKE PEDESTRIAN TRAIL Pro' creotaP Dolt: o,-ze-m ItirNN: zv Project No./Code FOrtCollins �— PROSPECT ROAD LOST Modizalcn Doll: 06-11-09 Irulgls: SPG Q /"�� No Revisions: AOC M455-090 C L?= P TMENT SIGNING & STRIPING PLAN Full POIh: L.\05138\AGO\SHEET C� TRAN P TA ION 16584 CITY OF FORT COLLINS 20 2NO STgEET Revved: Oeigner: SPG Drotinq Fib Nome: TO51}BSSSO4.dvrq 0 FOS OLLI COLLEGE w2EHUE 6REElET, CO 806}1 FORT CO 700 CO 80522 Pnona: 9)0-]50-2126 Deluder: 2V Pnona: 9)0-22636605 Fwx: gT0-]50-2198 Void: Snell Number 5o Acod Yer. 2004 $colt 1 =40' Urols: ENGLISH Fwx: 9To-221-6]T8 Region ♦ PJG Sheet Subset: SIGNING Subset $heels: PRSS-02 of 2 TABULATION OF STORM DRAIN SYSTEM (I) TABULATION OF STORM ORAN SYSTEM ODANTITIES HAVE BEEN CARRIED FORWARD TO THE SUMMARY, OF APPROXIMATE OUNNTITIES SHEETS. (2) ALL UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THEIR LOCATIONS PRIOR TO THE BEGINNING OF CONSTRUCTION. (3) ALL STRUCTURE EXCAVATION, EMBANKMENT AND BACKFILL SHALL BE INCLUDED IN THE COST OF THE PIPE AND STRUCTURES (INLETS. END SECTIONS AND MANHOLES). (4) PIPE LENGTHS ARE APPROXIMATE. THE STATION/OFFSE7 OF STRUCTURES THAT CONNECT PIPE SEGMENTS SHALL GOVERN. RCP PIPE JOINTS SHALL —E RUBBER GASKETS. (5) SEE SHEET DD-I FOR RIPRAR LAYOUT AND DETAILS. REC/Sl !� VD..Q�P •. O 29117�:� ASS/ONAI.���\ FELSBURG noLr & ULLEVIo Computer File Informotion p p p p Index of Revisions City �or Collins " ,mL'OF CCppLpowLopp pEEPAARRTMENT pF TRANS STREET C1TY OF FORT COLLINS z0 zN0 STREET ter COLLINS. COLLEGE AVENUE PREELEY, CO 50-2 FOR O 0-21- 661 05zz : : 0-350-0-]T26 F�x�9To�3z�=63i8 s FAX' B)0-350-zTBB RO ipn ♦ PJG As Constructed MASON BIKE PEDESTRIAN TRAIL TABULATION SYSTEM STORM DRAIN SYSTEM Project No./Code Creaboa Dote: 02/11/07 166.1,: RSA "° "eYisiaRs: Lost Modification Date: 06/09/09 wtiwi: RSA Full Polh: L:\05138 ACAD SHEET \ \ Rwaed: Designer: ELL Droning File Nome: D05138TA801.dwg Delodec RSA Acod Ver. 2004 $cde: N/A UmW ENGLISH Void' Sheet Number 51 Sheet 6abu1: DRAINAGE I Subset Sheets: DT-I or 1 fi0 ���fifi�omm fi ��fm■fifi�fifam fa ���fifi�rm•t�m © ��fifi��oom ri fifi����fifim fi fi��fifi��mm m ��tili��oom I B PLAN COVER WITH 6' TOPSOIL (INCLUDED W THE COST OF RIPRAP (12WCH)) z CONFORM TO SLOPES AS SHOWN ON PLAN SHEETS 0 00 L1 L2 CEOTE%TILE (EROSION SECTION A -A CONTROL) (CLASS A) BELOW RIPRAP (12 INCH) AND ON SIDES 4•p wi D 2•D D RPRAP (12 INCH) zi MPRAP(12 INCH) 5d50 1.5d SO GEOTEXTILE (EROSION 2 O CONTROL) (CLASS A) BELOW GEOTE%TILE (EROSION RIPRAP (12 INCH) AND ON CONTROL) (CLASS A) BELOW SIDES SECTION B-B RIPRAP (12 INCH) AND ON SECTION C—C SIDES Creolion Odle: LOST Modlicdtim Acrid Ver. 2004 7 Wools: RSA O 9 Ircl'nN: RSA Q L:\05i38\ACAD\SHEET Q FOf� yof to Collins CITY OF FORT COLLINS 281 ORTH COLLEGE ENUE FORT COLLINS. CO B0522 Ph— 970-221-6805 FAX: 970-221-6]78 ID DIMENSIONS QUANTITIES' NOTES (DIAD OR ED. CWC. DIA.) (in) Wl ( ) W2 (it) Ll (II) L2 (II) RIPRAP TYPE d50 ('n) RIPRAP (12 INCH) ICY) GEOTEXTILE (EROSION CONTROL) (CL. A) MY) Al 18 6 3 6 55 M 12 22 75 SOUTH OF A3 3 51 M 12 9 36 FROM EXIST, PIPE TO A3 SOUTH OF A3 3 82 M 12 14 57 FROM CURB FLOW LINE TO A3 A3 18 6 - 6 - u 12 4 12 81 18 6 3 6 20 u 12 8 27 83 18 6 - 6 - u 12 1 4 12 CI 18 6 6 u 12 ♦ 12 C3 t8 6 6 u t2 ♦ 12 TABULATION OF RIPRAP (1 2 INCH) AND GEOTEXTILE (EROSION CONTROL) (CLASS A) NOTES: 1. D- INSIDE DIAMETER OF PIPE OR EOUIVALENT DIAMTER. 2. EXCAVATION FOR RIPRAP SNALL BE INCLUDED IN THE COST OF THE RIPRAP. 3. THESE GUANTITIES HAVE BEEN CARRIED FORWARD TO THE TABULATION OF STORM DRAIN SYSTEM. I\\ EXISTING GROUND \\�j\ EL 986.50 OF AVATION SITE PROPOSED FINISHED GRADE D.iX o.z1L i (SEE SNEET 611-5 FOR PLAN VIEW) EXCAVATION SITE CROSS-SECTION A -A N.T.S. As Constructed I MA ENT Nd Risions: ec ION Revised: Dn.gnel 26 WWI": Vdd: Sheet S U91 �IIpSBU1:11RCg ULLfiVIG PEDESTRIAN TRAIL GE DETAILS Project No./Code AOC U455-090 16584 Subset Sheets: OD-1 of 1 Wd N..W 52 I. SITE DESCRIPTION Additional Information for permitted projects For information only to fulfill the CDPS-SCP (Colorado Discharge Permit System - Stormwater Construction Permit) Full Po16: Acod Ver. A. PROJECT SITE DESCRIPTION: This project will be a new bike/pedestrian trail segment that will connect the existing Mason Trail to the CSU Campus, and to the Spring Creek trail system. The project will require Gearing and grubbing, placement of embankment, cutting of embankment, paving and storm drainage Installation. The final cover will Consist of pavement and native seeded ground. B. PROPOSED SEQUENCING FOR MAIOR ACTIVITIES: Initial construction activities will Include grading the excavation site, placing embankment material for the trail and installing drainage facilities. The trail can then be paved and signed. Soil Conditioning, Seeding (Native), Mulching (Weed Free) and Mulch Tackifier will be placed in all of the disturbed areas within the project area which are not to be surfaced. Additional applications of these Items may be required due to re -mobilizations, site Conditions, or erosion due to runoff or construction activities. C. ACRES OF DISTURBANCE: 1. Total area of construction site: 1.8 acres 2. Total area of disturbance: 1.8 acres 3. Acreage of seeding: 1.25 acres D. EXISTING SOIL DATA: Clay loams are present that have slow to medium runoff, slight to moderate water erosion hazards and slight to moderate wind erosion hazards. Soils within the project area are suitable to growing crops and native grasses. E. EXISTING VEGETATION. INCLUDING PERCENT COVER: The existing vegetation includes native grass, weeds, and minor turf grass. Weeds include leafy spurge and Canada Thistle In an area near the Spring Creek channel. The estimated cover is about 75 % . Date of survey: April 2007 F. POTENTIAL POLLUTANTS SOURCES: See First Construction Activities under Potential Pollutant Sources. The ECS shall prepare a list of all potential pollutants and their locations In accordance with subsection 107.25. G. RECEIVING WATER: 1. Outfall locations: The ultimate receiving water Is Spring Creek which is a tributary to the Cache la Poudre River. The outfalls for this project are either via direct sheet Now, trail side ditches, or via new 18" diameter storm drains under the trail. 2. Names of receiving water(s) on site and the ultimate receiving water: Spring Creek 3. Distance ultimate receiving water is from project: Spring Creek passes through the trail project. 4. Does the receiving water have an approved TMDL: No H. ALLOWABLE NON-STORMWATER DISCHARGES: Non-stormwater components ofthe discharge, such as springs, and landscape irrigation return flows are not known to exist at this site. 1. Groundwater and stormwater dewatering (if encountered): Discharges to the ground of water from construction dewatering activities may be authorized provided that: a. the source Is groundwater and/or groundwater combined with Stormwater that does not contain pollutants b. the source and Ei are identified in the SWMP c. discharges do not leave the site as surface runoff or to surface waters 2. If discharges do not meet the above criteria a separate permit from the Department of Health will be required. Contaminated groundwater requiring coverage under a separate permit may include groundwater contaminated with pollutants from a landfill, mining activities, Industrial pollutant plumes, underground storage tank, etc. I. ENVIRONMENTAL IMPACTS: 1. Wetland Impacts: No 2. Stream Impacts: Yes, a pedestrian bridge will cross Spring Creek. City coordination and permitting is underway. 3. Threatened and Endangered Species: None are known at the time that this document was prepared based on a field survey in August 2007. 07/17/07 Wtok: JLH 0 Q O CRy of 1CCi���ns CITY OF FORT COLLINS 261 ORTN COLLEGE AVENUE FOonaCOLLINS. 2 CO680522 FAx: 970-221-6378 7-Date: 06/10/09 Irul'ols: RSA L:\05138\ACA0\SHEEt Nome: E05138SWPOt.drg 1004 Scde: N/A Urine: ENGLISH 2. SITE MAP COMPONENTS: Pre -construction components are shown on the Drainage/Grading/Erosion Control Plans within this plan set. The following items are shown on these plans: A. CONSTRUCTION SITE BOUNDARIES B. ALL AREAS OF GROUND SURFACE DISTURBANCE C. AREAS OF CUT AND FILL D. LOCATION OF ALL STRUCTURAL BMPS IDENTIFIED IN THE SWMP E. LOCATION OF NON-STRUCTURAL BMPS AS APPLICABLE IN THE SWMP F. SPRINGS, STREAMS, WETLANDS AND OTHER SURFACE WATER G. PROTECTION OF TREES. SHRUBS, CULTURAL RESOURCES AND MATURE VEGETATION 3. SWMP ADMINSTRATOR FOR DESIGN: Edward L Lind, P.E. of Felsburg Holt & Ullevig is responsible for the design of the Stormwater Management Plan for this project. 4. STORMWATER MANAGEMENT CONTROLS FIRST CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL PERFORM THE FOLLOWING: A. DESIGNATE A SWMP ADMINISTRATOR/EROS ION CONTROL SUPERVISOR The Erosion Control Supervisor shall be (To be filled out at time of construction; designate the individual(s) responsible for implementing, maintaining and revising SWMP, including the title and contact information. The activities and responsibilities of the administrator shall address all aspects of the projects SWMP.) B. POTENTIAL POLLUTANT SOURCES Evaluate, identify and describe all potential sources of pollutants at the site in accordance with subsection 107.25 and place in the SWMP notebook. All BMPs related to potential pollutants shall be shown on the SWMP site map by the contractor's ECS. As Constructed No Reviiu— ReV-d: Void: STORMWATER MANAGEMENT PLAN ELL O RG HLT 71 O L'I' 8 ULLEVIG Project No./Code AOC N455-090 16584 Steel Number 53 4. STORMWATER MANAGEMENT CONTROLS FIRST CONSTRUCTION ACTIVITIES (cont.) C. BEE MIN ICENIFNIPIt%Q ICF�18%11'. FORK'In R\I\h'w'1'F'N 1•nlllrl'I Ir'N PFi^.e DB.=P IMPLEMENTATION Data: Orating File Nome: Acod vet. 2004 steer During Design: Fields are marked when used in the SWMP. During construction: the ECS shall update the Checked boxes to match site conditions. STRUCTURAL BhP practices for erosion and sediment Control; Practices may include, but are not limited to: BMP _TYPE OF CONTROL Pas Designed In use nCONSTRUCTION site FIRST ACTIVITIES DURING CONSTRUCTION INTERIWFINAL STABILIZATION Earth Be Diversion erosion Check Dams sediment Silt Fence sediment x x Erosion Laos sediment Temporary Sediment Tranaas,n ediment Permanent Sediment Basinsediment Embankment Protector erosion inlet Protection erosion x X x Outlet Protection erosion x X x Concrete Washouts nstruaion x Stabilized Construction Entrance nstruttian X X X De-2er edim ent ere orain Other NON-STRUCTURAL BMP practices for erosion and sedlment control; Practices may include, but are not limited to: BMD PE OF CONTROL BMP es esp red In se n tte IRST ONINSTRUCTION STRUC CENR1E5 LIRING NTERIWFINAL STABILIZATION —CONSTRUCTION Surface RougheningyGrading echni u x Seeding Permanent erosion x X x Seeding Temporary rosion Mulch/Mulch Tackifier rosion x X Soil Binder rosion Soil Retention Blanket rosion etaove Buffer Strips rosion% x Protection of Trees rosion x X X x Preservation of Mature elation rosion x x Xx Other Erasion control devices are used to limit the amount of erosion on site. Sediment control devices are designed to capture sediment on the project site. Construction control are BMPs related to construction access and staging. BMP locations are indicated on the site map. BMP installation details and general narratives are in the SWMP notebook. 07/17/07 Ihl'cls: JLR 0 06/10/09 Wllots: RSA O City of rt Collins CITY OF FORT COLLINS FORT COLLINS, c0Oa0522 Poona: P70-221-6605 rove: 970-221-6375 . T = Silt Fence shall be used to Capture sedirinent laden run-off fiorn disturbed areas during Construction. R shall be paced on the contour; ends shag bej-hooked to prevent water from running around the ends offence. A mandnum dainage area of cregtarter acre per 100 feet of silt fence length; madnum slope length behind the barrier is 100 fed; ruximumgradient behind the farrier is 2:1. Solt fence shall be used at toe of slope and shag be paw prior to earth work disturbance occurring Silt fencestag bepaced between 5-10' beyond toe of slope to provide storage capacity. 9R fence shag be paced at locations indnaW in the pans, and as directed to prevent wed rrent from exiting the project site. ]NLETLOUrLEr Inlets and pipe inlets/outlets shall be protected throughout their corstructon to Pervert sei m nt, Concrete saw water, concrete drat, etc from entring the irleVpipe opening. They shall be protected with erosion logs as shown on the pars. Taw existing inlas on Prospect Road shag be protected with gravel bags. The cost of the Gravel Bags shall be included in the cost of the work. D. OFFSITE DRAINAGE (RUN ON WATER) I. Describe and record BNPS on the SWAP she map that have been in ple erted to address run-on vster in aonrdance Wth srliFdti- 208.01 E STABILIZED CONSTRI1CFICNENIRNNEENBiICLETRAOGNG CONIRQ BM shall be inpletrnted in accordance with subsection 208.04. F. PERIhETER CONTROL 1. Perimeter control shall be established as the first hen on the S OIV to prevent the potential for pollutants leaving the construction site boundaries, entering the s6amxat:r drainage systenr, a discharging to state waters. 2. Permeter control may consist of vegetation buffers, berns, silt fence, erosion logs, existing landbms, or other BM as approved. 3. Perimeter control shall be in accordance with subsection 20&04. S. DURING OONSTRUCIION RFSPONSIBI m6OF THE "VACMINISFRATORIEROSIONCONTROL IPffk RDURING ODx:,o CTI The SWMPshculd be Considered a"living docurnerC that is continuously reviewed and modified. Umngoorstruction,thefclici items shall beadded updated, a amended as needed by the SWtvP Adninstrator/Erosion Control Supervise (E6) in accordance with Section 208. During construction, indicate how hers that have not ban addressed during design are being handed in construction. If item; are covered in the ter -plate or other sections of the SNAP notebook indicate belay what section the discussion tales place. A. MATERIALS FPWDLINGAPD SPILL PREVENTION B. 5'IDIXPIt MANf�hENT C. GRADING AND SLOPE STABILIZATION D. SURFACE ROUGHENING E. VEHICLE TRACK F. TB+PoRARY STABILIZATION G. CONCRETE WASHOUT Concrete wash out water or vvesie fiom field laboratories and paving equ iptreln dhall be Contained in accordance with subsection 20805, H. SAW CUTTING I. NEW INLET/CULVMT PAQIECTTON J. STREET d1 FANrNr' 6. INS�EL'TIOh6 A. Inspections shall be in accordance with subsection 208.03 (c). 7. BMP MAINIENAINCE A. Maintenance shall be in accordance With subsection 208.04 (e). 8. REOORD KEEPING A. Records shall be kept in accordance with subsection 208.03 (c). FCLSBURG IIOI. I' & ULLEV I oI As Constructed MASON BIKE PEDESTRIAN TRAIL I Project No./Code z STORMWATER MANAGEMENT PLAN nlx.nn� o.erueu7 No Revi4ans: AOC N455-090 Revised: 122sgncl: till 16584 Delager: ELL Void'I Sheet Subset: Ercsiorl Subset Shttls: SW-2 of 31 sheet Number 54 TABLE 1 SUMMARY OF GROUNDWATER SAMPLE RESULTS PROJECT LOCATION: Fort Collins, Colorado PROJECT NUMBER: 43987041 Ethyl - Sample Sample Benzene Toluene benzene Xylenes TVPH MTBE ID Date 7/14/1997 (u9n) <1 <2 (119/L) <2 L) (m L) (µ9A 1/5/1999 <0.5 <0.5 <0.5 <2 <0.5 <2 <0.5 NA NA 4/27/1999 <0.5 <0.5 <0.5 <0.5 <0.5 NA 7/26/1999 <0.5 <0.5 <0.5 <0.5 <0,5 NA 10/28/1999 <0.5 <0.5 <0.5 <0.5 <0.5 NA 1/31/2000 <0.5 <0.5 <0.5 <0.5 <0.5 NA 5/17/2002 <0.5 <0.5 <0.5 <0.5 <0.5 NA 8/23/2002 <0.5 <0.5 <0.5 <0.5 <0,5 NA 12/19/2002 <0.5 <0.5 <0.5 <0.5 <0.5 NA 3/11 /2003 <0.5 <0.5 <0.5 <0.5 <0.5 NA 6/10/2003 <0.5 <0.5 <0.5 <0.5 <0.5 NA 9/9/2003 <0.5 <0.5 <0.5 <0.5 <0.5 NA 12/52003 <0.5 <0.5 <0.5 <0.5 <0,5 NA 3/18/2004 <0.5 <0.5 <0.5 <0.5 <0.5 NA 6212004 <0.5 <0.5 <0.5 <0.5 <0.5 NA 10/6/2004 <0.5 <0.5 <0.5 <0.5 <0.5 NA 12282004 <0.5 <0.5 <0.5 <0,5 <0.5 NA 3222005 <0.5 <0.5 <0.5 <0.5 <0.5 NA MW-8 427/1999 587. 189. 109. 959. 3.21 NA 728/1999 109. 4.7 25. 66.9 1.3 NA 10/28/1999 14. <0.5 2.2 7.1 <0.5 NA 1/312000 93.4 <0.5 <0.5 30.2 <0.5 NA 5/172002 NS NS NS NS NS NS 8/23/2002 12/192002 65.8 11.4 4. <0.5 62.3 <0.5 54Z 54.1 13.6 NA 3/112003 48.1 3.1 53.5 333. 1.04 12. NA 6/102003 54.3 0.8 7.9 81.2 2.08 NA NA 9/92003 38.2 <0.5 6.4 16. 1.19 NA 12/52003 45.9 <0.5 13.1 173. 1.22 NA 3/18/2004 42.3 .8 24.1 115. 55 NA 6/212004 77.6 <0.5 58.3 375. 4.09 NA 10/62004 66.2 <0.5 84.3 57.9 2.1 NA 12/282004 1.8 <0,5 14.7 10.9 <0.5 NA 3122/2005 9.3 <0.5 10.3 57.8 56 NA 7/112005 13.4 <0.5 34.8 34.8 1.15 49. Groundwater Standards 5.0 1,000.0 780.0 10,000.0 500.0 SSTLs 1,000.0 530,000.0 170,000.0 200,000 OPS cleanu standard NA NA NA 38,0. 0.0 NA NA 20 0 NOTES: 1) TVPH = Total Volatile Petroleum Hydrocarbons 2) Groundwater Standards from "Storage Tank Regulations" published by the Colorado Department of Labor and Employment, DMsion of Oil and Public Safety, effective May 30, 2005. 3) SSTI.s = Site Speaft Target Levels calculated using a Tier 11 Model for the site 4) ugrl = micrograms per liter 5) m9ll = milligrams per liter Sample analysis from 7/24/96, 913196. and 7/14/97 were obtained from Stewart Environmentars document Wed, 6) 'Report for the Heatlng plant Fuel Oil Storage Tanks at Colorado State Universitlp dated February 1998. 7) NS - Not Sampled 8) NA a Not AnayZed, Not Applicable 9) gold indicates an axcedence of respective groundwater standard. 10) Indicates exceedence of SSTLs. 9. INTERIM AND FINAL STABILIZATON A. SEEDING PLAN Soil Conditioning, Seeding (Native), Mulching (Weed Free) and Mulch Tackifier will be required for an estimated 1.25 acres of disturbed area within the right-of-way limits which are not surfaced. The following seeding types and rates shall be used: COMMON NAME BOTANICAL NAME POUNDS PLS/ACRE Western Wheatgrass Pascopyrum smithii"Aruba" 6.0 Sideoats Grama Boutelouacvrtipendula"Vaughn" 2.0 Green Needlegrass Nassella viridula %%dorm" 2.0 Sand Dropseed Sporobolus cryptandrus 0.1 Blue Grama Bouteloua gracilis"Hachita" 1.0 Little Bluestem Schizachyrium scoparium "Pastura" 1.5 Prane Junegrass Koeleria macrantha 0.1 Oats Avena sativa 3.0 Praire Coneflower Ratibida columnaris 0.2 Purple Praire Clover Dalea Purpureum var. Purpureum 0.5 Gaillardia Gaillardia aristata 1.0 Blue Flax Linum lewisii 0.5 TOTAL 17.9 B. SEEDING APPLICATION: Drill seed 0.25 inch to 0.5 inch into the soil. In small areas not accessible to a drill, hand broadcast at double the rate and rake 0.25 inch to 0.5 inch into the soil. C. MULCHING APPLICATION: Apply 1 Ya tons of certified weed free hay per acre mechanically crimped into the soil In combination with an organic mulch tackifier. D. SPECIAL REQUIREMENTS: Due to high failure rates, hydromulching and/or hydroseeding will not be allowed 11. TABULATION OF STORMWATER QUANTITIES Pay Item 1 L01L Glelrtity 203 Blading Hour 16 208 Erosion Log (12 inch) LF 310 208 Silt Fence LF 1900 208 Concrete Washout Structure Each 3 208 Stabilized Construction Entrance Each 2 208 Sediment Removal and Disposal LS 1 208 Erosion Control Supervisor LS 1 212 Soil Conditioning Acre 1.25 212 Seeding (Native) Acre 1.25 213 Mulching (Weed Free Hay) Acre 1.25 213 Mulch Tackifier LB 250 217 Herbicide Treatment Hour 16 607 Fence (Plastic) LF 390 700 Erosion Control F/A 1. BMP Maintenance shall be paid for as: 208 Sediment Removal and Disposal Lump Sum 2. It is estimated that 3 concrete washout structures will be required on the project. One concrete wash structure shall be used for the field laboratories. 3. It is estimated that 16 hours of labor, bladi rig (120 horsepower), may be required for miscellaneous erosion control work as directed by the Engineer. Work shall be paid for as: 203 Blading. 4. It is estimated that 2 stabilized construction entrance(s) will be required as directed to minimize vehicle tracking control. The location will be decided at the pre -construction conference and located on the SWMP site map. 5. Maintenance of seeded areas shall be paid for as: 212 Seeding (Native) 6. Gravel Bag inlet protection for two existing Prospect Road inlets shall be included in the cost of the work. E. SOIL CONDITIONING AND FERTILIZER REQUIREMENTS: 12. ADDITIONAL ITEM- NOXIOUS WEED MANAGEMENT 1. Fertilizer will not be required on the project. Spot spraying of Canada thistle and leafy spurge along the south bank of the Spring Creek rear the proposed pedestrian bridge 2. Soil conditioning, organic amendment shall be applied to all seeded areas at 3 CY/ 1000 SF. as shown on drawing sheet DR-3 shall be required for this project. Only herbicides safe for use near wetlands and water bodies 3. Humate in the soil conditioning shall have a pH between 3 and 5, a maximum 20 i Inert ingredient, and a minimum shall be allowed. Materials and labor shall be paid for as: 217 Herbicide Treatment. 80 % organic ingredient with 40 % minimum humic acid. F. BLANKET APPLICATION: On slopes and ditches requirirhg a blanket, the blanket shall be placed in lieu of mulch and mulch 13. ADDITIONAL ITEM- WILDLIFE PROTECTION tackifier. See S W C for blanket locations If any. Construction of the Spring Creek Bridge shall occur only between the months of May and January to avoid disturbance of the active fox den located near Spring Creek. Orange protective fencing shall be installed around the fox den as shown on plan G. RESEEDING OPERATIONS/CORRECTIVE STABILIZATION sheet DR-3 to protect the fox den during all construction activities. Materials and labor shall be paid for as: 607 Fence (Plastic). Prior to final acceptance: 1. Seeded areas shall be reviewed during the 14 day inspections by the Erosion Control Supervisor for bare soils caused by surface or wind erosion. Bare areas caused by surface or gully erosion, blown away mulch, etc. shall be re -graded, seeded, mulched and have mulch tackifier (or blanket) applied as necessary. 2. Areas where seed has not germinated after one season shall be evaluated by the Engineer and COOT Landscape Architect. Areas that have not germinated shall have seed, mulch and mulch tackifier (or blanket) reapplied. Work shall be paid for by the appropriate bid item. 3. The Contractor shall maintain seeding/mulcNtackifier, mow to control weeds or apply herbicide to control weeds In the _ seeded areas until Final Acceptance. 10. PRIOR TO FINAL ACCEPTANCE A. Final Acceptance shall be in accordance with subsection 208.061. PELSBURG IIOLT & ULLEVIG Computer File Informotion Q Q 0 O Index of Revisions CItyOf c o ftCollins r CCppLOORAGoo pEEPARTMENT CITY OF FORT COLLINS 14 TRANSPORTATION 20 2N0 STREET 2O ORTLI COLLINSCO 8 52ERUE OREELEv, CO 80631 FORT :970-s, 1- e0522 Pno,v: WO50-212h26 PnPn9 970-221-6605 Re 870-350-2t98 rAx: 970-221-asze Region 4 PJG As Constructed MASON BIKE PEDESTRIAN TRAIL STORMWATER MANAGEMENT PLAN Project No./Code cre 6- Dote: 07/17/07 "tiols: JLH No R,wmi : AOC u455-090 Lost Modilkolion Date: 06/10/09 Initiols: RSA Full Polk L:\05138\ACA0\SHEET Revaed: ref' O. SCD 16584 Oelodec SCD Drmng File Nome E05130SWPOS.owq Arno yet. 2004 Scale: N/A Ihuts: ENCUSH yak: Steel 5uDx1: Erosion Subxt Sbeels: SW-} of 3 Shed Number 55 NOTES: 1. UTILITY INFORMATION SHOWN IS PLO ED FROM TH S AVAILABLE 2. SOIL CONDITIONING, SEEDING (NATIVE). MULCHING WEED FREE HAY AND MULCH TATHE CONTAACTOR IS RESPONSIBLE FOR LUKING THEIR OwN TACNIFIER SHALL BE REOUIREO i0R ALL OF THE DISTURBED AREAS WITHIN THE PROJECT EERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE AREA WHICH ARE NOT SURFACED. ADDITIONAL APPLICATIONSOF THESEITEMSMAvBEEESSARY TO AVOID DAMAGE THERETO. CONTACT THE UTILITY C'E'AST REQUIRED DUE TO RE -MOBILIZATIONS. SITE CONDITIONS. OR EROSION DUE TORUNOFOIFICATION CENTER OF COLORADO AT 811 FOR UTILITY LOCATIONS AT OR CONSTRUCTION. 72 BUSINESS HOURS PRIOR TO EXCAVATING. CONTRACTOR SHALL X.o..mn6elwW CabMonTaaft COORDINATE WITH UTILITY COMPANY FOR ANY UTILITIES THAT NEED ...,_ _.. .. - -- _•.---- -'"---�---- RELOCATING. i IY I I 10: � - - I L) I I 1 ESANI � Q r SEWER' IZI,II I L!- I I )Exi�W.eLn- I. ISEE �D4� 1 EROSION. LOG (12 INCH) ////����HCL MASON TRAIL (ISLE) a.\ / ¢ - ��� - n aT'^-'-Or• STM Z 24" yy � O _ xK WATER T ER EXISTING C /('SANITARY ��- / SEAR EXISTING wL 11 -L/a WATER a —I 'I a EXISTING 'ELECTRIC EXISTING - I_ �N r•-= .._._. -_ WATER fi SEWIT I I EXISTING WATER EXISTING to � � SANITARY RIPRAP 0 SURFACE ROUGHENING SEEDING AND MULCHING 0 100 YR. FLOODPLAIN q — DISTURBANCE LIMIT ae —SF—Sr— SI— SILT FENCE DRAINAGE FOR PROFILE VIEW SEE SHEET —TOP OF CUT 0 20 40 -A- "A' DP -I TOE OF FILL SCALE: 1'.40' ....••• .. •..• . ••.. �1wcA u1 ncV1aw11aMAJVN UK Fit UtJIKIAN IKAIL Creation Dale: 02/08/07 Initig0: RSA 0 Cltyof t 1UT AS Constructed FOES t��s � DRAINAGE/GRADING/EROSION Lost Modficotiun Gale: 06/16/09 Idtiob: RSA Q No Recisions: Cpt.pRAop pgPARTMENT CONTROL PLAN Full Path: L:\05138\ACAD\SHEETF TRANSPORTATION CITY OF FORT COLLINSCOAV NU 1420 2N0 STREET Revised: Designer: ELL 2H1 NORTH COLLEGE AVENUE GREELEY, CO g0631 Drming File Nome: D05138PLNOt.dwg O FORT FOLUNS. CO 80522 Pwonc g70-350-2126 Deloiler. RSA Acod Ver, 2004 Scde: 1'=40' Units: ENGLISH G�x g70�2-221-66 5 FAX' 9,o-350-21g5 Void: Re ton ♦ PUG Sheet Subset: DRAINAGE I Subset Sheets: DR-1 of 5 rG 101.I.1'1,I' & ULLGV IG Project No./Code AOC M455-090 16584 Sheet Number 556 1 J % camb EdOeIL Ca�era.swaq DATA171HE CONTRACTOR IS RESPONSIBLE FORMMAK1.G THEIfl OWN LL DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 FOR UTILITY LOCATIONS AT LEAST 72 BUSINESS HOURS PRIOR TO EXCAVATING. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR ANY UTILITIES THAT NEED RELOCATING. A A .7 M N 0SURFACE ROUGHENING ONK SEEDING AND MULCHING 1100 YR. FLOODPLAIN -a- DISTURBANCE LIMIT SILT FENCE ----- TOP OF CUT — TOE OF FILL Creoti- Dote: 02/08/07 Ilvliob: RSA I Q Lost Modlim6on Dole: 06/16/09 Iluliols: RSA Q Full Path: L:\05138\ACAD\SHEET Q 0'-" File Nome: D05138PLN02.d.g Q Mod Ver. 2004 Scole: 1"=40' Ulols: ENGLISH —L WNVIIIUNINU, SLLUINU (NAIIVL). MULUHINU (WLLU iNLL HAY) AND MULCH TACKIFIER SHALL BE REQUIRED FOR ALL OF THE DISTURBED AREAS WITHIN THE PROJECT AREA WHICH ARE NOT SURFACED. ADDITIONAL APPLICATIONS OF THESE ITEMS MAY BE REOUIRED DUE TO RE —MOBILIZATIONS. SITE CONDITIONS. OR EROSION DUE TO RUNOFF OR CONSTRUCTION. (IS SIO LOG (12 INCH) AASON TRAIL OL 1�OL ID NO. STATION, OFFSET ITEM LENGTH PAY DEPTH MIS•C. (NOTES) 18" SES, SEE SHEET DD—I 2 B83 CRIPRAP 18" SpP 26' 16+10.00. 13.0' LT. 18" SES,RIP SEE SHEET DD—I City t Collins CITY OF FORT COLLINS FORT COLLINS. COC80522NUE Phone: R70-221-6605 870-221-6376 As Constructed No Revisions: R—d: REG/St 'L' 29117�:� 0 �SS�ONA1-��� \71A )�20~�40 rLzsauac 11 O 1.1 & SCALE: 1".40' ULLCVIG ;TRIAN TRAIL Project No./Code /EROSION AN ADC M455-090 16584 Ks: OR-2 of 5 Wet Number 57 NOTES: 1. UTILITY INFORMATION SHOWN IS PLOTTED FROM THE BEST AVAILABLE 2. SOIL CONDITIONING. SEEDING (NATIVE). MULCHING WEED FREE HAY AND MULCH DATA. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN TACKIFIER SWILL BE REQUIRED FOR ALL OF THE DISTURBED AREAS WITHIN THE PROJECT DETERMINATION AS TO THE TYPE AND LOCATION OF UTIUTIES AS MAY BE AREA WHICH ARE NOT SURFACED, ADDITIONAL APPLICATIONS OF THESE ITEMS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTACT THE UTILITY REOUIRED DUE TO RE -MOBILIZATIONS, SITE CONDITIONS. OR EROSION DUE TO RUNOFF Ui (� REGr NOTIFICATION CENTER OF COLORADO AT 8I1 FOR UTILITY LOCATIONS AT OR CONSTRUCTION, LEAST 72 BUSINESS HOURS PRIOR TO EXCAVATING. CONTRACTOR SHALL - C^�COORDINATE WITH UTILITY COMPANY FORANY UTILITIES THAT NEED 3. CONSTRUCTION OF BRIDGE ON NORTH SIDE OF SPRING CREEK SHALL BE LIMITED FROMRELOCATING. MAY TO JANUARY DUE TO ACTIVE FOX DEN (SEE WILDLIFE PROTECTION NOTE ON SHEET 'AREA OFCANAOA THISTLE AND LEAFY SPURGE (1200 SY) FENCE PLASTIC SW 3) ;(SEE NOZ10US WEED MANAGEMENT NOTE ON SHEET EC-3) (140 LF)_ _ _ TI1-,, EROS.-.. 10 -,T MI HW.. 4987.2(NGVD29 V�� 00 LF 10232FCF5,HW.4990 4 NGVD29 t IPROTECT) 0100- 2934 CFS; HW- 4996.35(NCVD29) WETLANDS i EROSION LOG (12. INCH) I I I +1 PTTECT, WETLANDSFIE E PLASTIC - ,._. __ _ _ .Po- �, I -._ •S A 1 ........ Q _ Jir 255 L F OF SILT FENCE" � SL.F .OF SILT FENCEJ, --- �PkOTECT/ (INSTALL PRIOR TO ¢' ' %/DEN, ? LL LNG AND CRUBBINC)I \`_, EROSION LOG (12; INCH) 1 v\ � ) � f J '..PROTECT WETLANDS,, J. '(, j/ , 15E L.NOT -FENCE (Pli'STIC)-v �! f,•:S / `/' \(t E [ ABOVE) I \\ �_ \ NCL MASON TRAIL I N v \ N LEGEND \15��- _ Q RIPRAP ,` I . RIGHT 0 XISTING RAILROAD - \-� I N WAIL _�� e SURFACE ROUGHENING ® SEEDING AND MULCHING L F r- \ -E- _ .... 100 YR. FLOODPLAIN I ! • " Ex - EXISTING E T "'4ANIiARY_ —FF—PF—FENCE PLASTIC 1:. "- .. SEWER s _ ' SE_SEWERM__.__ —p _DISTURBANCE LIMIT —9 SILT FENCE...__- --�_..,SIL7 FENCE tOYBE PULED a TOP OF CUT '^-.-- «'-,OUTSIDE" _ THE CONTRACTOR SHALL REFRAW .FROM _...__ Ry p RQAQpo.W. NTERING'W9'PERF6 C-AN'r---- _ — TOE OF FILL —_- - ---"" — KEYMAP wo—" ao-vim 77� Om �1 _ - T-- DRNNAGE FOR PROFILE VIEW 0I� 220�� 440 FELSBURG �ULLfiV uNE SEE SHEET •C• DP-2 SCALE: 1'-40' IG Computer File Informotion p Index of Revisions Lalyof or As Constructed MASON BIKE PEDESTRIAN TRAIL Project No./Co We: 02/08/07 InilON: RSA rtCo1hns DRAINAGE/GRADING/EROSION Lost Mo Last No6lsolion Dale: O6/16/09 IrRiati: RSA p CCppEORADp pEPARTMENT TRANSPORTATION No Revis; n CONTROL PLAN AOC M455-090 Full Polh: L: 05138 ACAD SHEET \ O pF CITY OF FORT COLLINS 20 2N0 STREET RNeAXI: Designer: ELL Drg4in File Nome: D05138PLN03.dW 9 9 p FORT ORTH S, CO E AVENUE GREELEY, CO 80631 FORT COLLINS, CO 80322 Poona: 970-350-2126 Dllailer. RSA 16584 Acod Ver. 2004 5cdc: 1 =40' UNIs: ENGLISH i�z°°�°y70�22?�1-asos Fwz: g7o-330-21ga a37e Re Ion 4 PUG Void: Sheet Subset: DRAINAGE Subset Sheets: DR-3 of 5 Sheet Number N0. STATION, OFFSET ITEM LENGTH DEPTH (NOTES) ' Cl 2}+15.00, t3.0' RT. ie' SES RIPRAP SEE SHEET DD-t C2 16- CSP 26' C3 23+15.00, 1}.0' LT. t8' SES, RIPRAP SEE SHEET OD-1 58 2. SOIL CONDITIONING, SEEDING NATIVE , MULCHING WEED FREE AND MULCH TACKIFIER NOTES: 1. UTILITY INFORMATION SHOWN IS PLOTTED FROM MAPPED DATA ( ( CALL ONLY THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION SHALL BE REQUIRED FOR ALLOF T E DISTURBED AREAS WITHIN THE PROJECT. AREA BEFORE YOU DIG AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO WHICH ARE NOT SURFACED. ADDITIONAL APPLICATIONS OF THESE ITEMS MAY BE Btl AVOID DAMAGE THERETO. CONTACT THE UTILITY NOTIFICATION CENTER OF REQUIRED DUE TO RE -MOBILIZATIONS, SITE CONDITIONS, OR EROSION DUE TO RUNOFF ........... m... COLORADO AT 811 FOR UTILITY LOCATIONS AT LEAST 2 BUSINESS OR CONSTRUCTION. DAYS, NOT INCLUDING THE DAY OF ACTUAL NOTICE, PRIOR TO EXCAVATING CONTRACTOR SHALL COORDINATE WITH UTILITYCOMPANY FOR ANY UTILITIES '� [[YLL - THAT NEED RELOCATING ._ �_._ ....... »4/� \ � / / ■ /� / \ / MPORARY(TM�STRUCTION I .. , ° I 1 ----- It ELECTRICSTE%II i t . 1 1 I ISTING I --1 X GAS � - ----- - - - - - - — - -c---c--- I c c ---G--' PER ENT TRAIL EASEMT (TYP.) _ o-/ XIpTING / Q / I ( 1 EROSION LOt] ELECTRIC IN (12 INCH) / 1 15 + ro ` HCL MASON TRAIL_-� Ax _ EXISTING SANTARY INR-l�� _ I SEWER LAd _ - .r G u lkI A\\S1T1\\11\�\1\U '� CTyr r4l.—_ I"'r'-IN4�67=� I I I QQROTECT Z LET s II EXISTING �SEW — — ROAD R.O.W.- iimI I T",Ta STORM ER XISTING EXISTING G_ m E%I IN r.ELECTR.. ; SANITARY 1 SEWER -�_ I m I-" — - _SAN T�.-- -- — — ------"sE '— It (' �1 �I\\\\\\tr\RQ iF�il\�\R\\\\\\\ \\ ..I ` J EXISTING I r—T —ELECTRIC I 'i. `..,A_, i 1L 4 -��(I rf, V l / Iy� _ �, ,� LEGEND ,� lii \� .. ,_� .. _ _ _,� ", I RIPRAP III I K YMAP o ROUGHENING I SURFACE SEEDING AND MULCHING a) 100 YR. FLOODPLMN �\ I` 2: —M— DISTURBANCE LIMIT �T NOTE: THE CONTRACTOR SHALL REFRAIN FROM ENTERING OR 0 20 40 —SF — SILT FENCE PERFORMING ANY CONSTRUCTION ACTIVITIES WITHIN THE RAILROAD — TOP OF CUT RIGHT-OF-WAY. ® ---- SCALE: 1•-40' - TOE OF FILL Computer File Informotion O O Index of Revisions at or F Yft othns ��_ AAN?p8 �iL R!!QQ pEPARTMENT �r �R^^aPpRTATION As Constructed MASON BIKE PEDESTRIAN TRAIL DRAINAGE/GRADING/EROSION CONTROL PLAN Project No./Code creol'aA Dote: 02/08/07 Initial: RSA No Rvisro6s: AOC M455-090 Lost Modil'Kution Dote: 06 15 09 Initids: MP0 ger;xd; Designer: MPO 16584 Full Polh: X\Waved po)aN\2001\1066-046\dr* hoer\Iml retied Iho\ Drowing File O O CITY OF FOR COLLINS 201 NORTH COLLEGE AVENUE 20 2ND STREET FORT COLlINS. CO 1i0532 GREELEY, CO B063t _ _ Pnone: 9)D-}50-2126 FAX17097-221-68 5 FAX: 970-350-2198 MP0 Nome: D05138PLN04.tlwg Deta;l<r. Subset: DRAINAGE Subset Sheets: DR-4 of 51 Acod Ver. 2004 Scole: 1"=40' Units: ENGLISH Ra ipn 4 PJG Void: Sheet Sheet Number 59 EXCAVATION SITE ,,,, ,,,, ,,,, ,,,. VOLUME 0 I CUT- .� ... .r - «. .r 1 '�3597xf&C'YAR05 S III I I I. I I cb`0 " CENTER -OF "" .EXCAVATIOB SITE" .- ". .- ... .. - Nc121r35. E. 193549.82I i9850 ` , _ .. ... LO W W j_CEIGEN _..- NOTES: 1. UTILITY INFORMATION SHOWN PLOTTED FROM THE BEST AVAILABLE RAC OATH. THE CONTRACTOR IS RESPONSIBLE S WRING THEIR OWN ' DETERUWAT10N AS LOCATION UTILITIES AS MAY BE THE TYPE AND L. CONTA w .. - ID T NECESSARY TO AVOID DAMAGE THERETO. CONTACT THE UTIUtt NOT6IGNON CENTER OF COLORADO AT BIT FOR UTILITY LOCATIONS AT A LEAST 72 BUSINESS HOURS PRIOR TO EXCAVATING. CONTRACTOR SHALL `1 COORDINATE WITH UTILTY COUPANY FOR ANY UTILITIES THAT NEED CaOLIMWep9el4 RELOCATING. 1 \ 2. SOIL CONDITIONING. SEEDING (NATIVE). MULCHING (WEED FREE HAY) AND MULCH TACKIFIER SHALL BE REWIRED FOR ALL OF THE DISTURBED AREAS WITHIN THE PROJECT AREA WHICH ARE NOT SURFACED. ADDITIONAL APPLICATIONS OF THESE ITEMS MAY BE REOUIRED DUE TO RE -MOBILIZATIONS, SITE CONDITIONS, OR EROSION DUE TO RUNOFF OR CONSTRUCTION. TOP OF Ck Ta6/ REG/STc^ l/'•. O A. 29117�i� on FSS�ONA1. SEE SHEET DO-1 FOR CROSS SECTION A —A OF . EXCAVATION SITE NOTE: THE PROPOSED. TRAIL WILL FILL IN AREAS OF THE SPRING CREEK FLOOD PLAIN. TO COMPENSATE FOR THIS FILL AN EQUAL OR GREATER AMOUNT OF CUT IS REQUIRED. THIS CUT WILL COME FROM THE EXCAVATION SITE SHOWN ,ON THIS SHEET. THIS MATERIAL (IF .SUITABLE) IS TO BE USED FOR TRAIL EMBANKMENT, ALL EXCESS IS, TO BE HAULED AWAY FROM THE SPRING CREEK FLOOD PLAIN (SHADED. AREAS ON THE PLAN SHEETS) BY THE CONTRACTOR. Ir j rtr �pa K YMAP \ RIPRAP V \ - SURFACE ROUGHENING 0 \ SEEDING AND MULCHING �\ \ 1100 YR. FLWDPWN \ \ r \ —at DISTURBANCE LIMIT ` —To �� - _ 0 40 —sr — SILT FENCE \ 2O ----- TOP OF CUT \ ` - SCALE: 1'-40' TOE OF FILL — ---- — J Y a0 W U I zCIL FELSBURG 1101A, & ULLEVIG __... ._. ... .... .... .. .. Ocolon Oat.: o2/oe/o7 Irir h: RSA O Q 0 O III �A �.1,1 r1, 4tyoi or FtCOUins ��—'e `� jC�pLOO� :�� QEEPA ONENT CITY OF FORT COLLINS 14 7R�„ `pTREET TION 20 2N0 STREET 261 ORTH COLLEGE wvENUE GREELET, CO 80631 FORT COLLINS. CO W522 Pnon�: 9]0-350-2126 `^%na: 970-221-6W5 FAX: 9,o_350-2196 : 970-221-6378 Region 4 PUG AS Constructed MA,UN tJIKL / NLULSIRIAN TRAIL BORROW SITE DRAINAGE/GRADING/ EROSION CONTROL PLAN Project No./Code Last Modl'zalion Dotr. 06/23/09 "tiob: RSA Ra Re"—: AOC M455-090 Fuu Polh: L\05136\ACAD\SHEET ReveeO: Dngner: ELL 16584 Diming File Nome: 005138PLNOS.dxq DelOi[i: RSA Ao49 Ver. 2004 Side: 1"=40 Urvls: ENGUSM y9g9: Sheol Suhsel: DRAINAGE 6ulnel Sheets: DR-5 Of 5 Sheol Num9a 60 4990 RIP (SE 4980 IW ION SHOWN IS PLOTTED FROM H 8 S AVNLABL 3NTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN IN AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE '0 AVOID DAMAGE THERETO. CONTACT THE UTILITY CENTER OF COLORADO AT 811 FOR UTILITY LOCATIONS AT ISINESS HOURS PRIOR TO EXCAVATING. CONTRACTOR SHALL WITH UTILITY COMPANY FOR ANY UTILITIES THAT NEED J ~ n - o gm 'W a in o of C, _¢ Q XISTING GROUND 4' TL Rlj' P\ INCH) ...�_ (SEES .12 ET`DD-1) PROP,OSED 0L GROUND KP (12 INCH) SHEET DD-1) e z � � i i T 1 REO'D 18"X26'J O Y Y CSP O 2.000% �gF (A2) s $ Y� Y� "c6 LINE "A" 4990 4990 RIPR (SEE 4980 4980 DRAINAGE FOR PLAN VIEW LINE SEE SHEET A" DR -I -B- OR-2 J ko m I om ocM p90 EXISTING GROUND - _ Y . 4 °' _ -W W PROPOSE CRQUND 0: U O.x\ Z (12 INCH) O EC tD- SHEET DD-1) [ m i o N � m W' RIPRAP (12 INCH) REO'0 18'X26' (SEE SHEET DD-1) 1. CSP O 2.231x (62) o LINE "B" 4990 4980 SCALE: 1'=40' HORIZONTAL SCALE: 1*-4' VERTICAL REG/sl •'�iO.L•'' 29117FELS�:� s/ONA��IIOIBURG 0 uL1.rv(c Computer File Information p p pF p Index of Revisions I:fty,f FC)rtColllns ��,�� Cltt OF FORT COLLINSCOLUN$ 261 NORTH COLLEGE AVENUE FORT COLLIS. CO 80522 FAX: 970-222263]805 oo]r CCppLpRApp kPARTMENT TRANSPORTATION 1420 2NO STREET GREELEY• CO 80631 P— : 910-350-2126 FAX: 9)O-}50-2198 Re ion 4 -G As Constructed MASON BIKE PEDESTRIAN TRAIL DRAINAGE PROFILE Project No./Code Cteotlon Date: 02/09/07 WC.I.: RSA No Rerm— AOC M455-090 Last Modlkation Date: 06/10/09 Dut'ob: RSA Full Polk L:\05138 \AGO\SHEET Reused: Des' ELL finer: 16584 Ddoder: RSA praenq Fie Nome: 005138PROOl.d.g Acod Vet. 2004 Scale: SEE SHEET Urits: ENGLISH yam: Sheet Subset: DRAINAGE Suosel SAeels: DP-1 0l 2 511ec1 Number 61 NO ES: 1. UTILITY INFORMATION SHOWN IS PLOTTED FROM THE BEST AVAILABL DATA. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN • DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTACT THE UTILITY DRAINAGE FOR PUN VIEW ME SEE SHEET u .. NOTIFICATION CENTER OF COLORADO AT 811 FOR UTILITY LOCATIONS AT I -C- OR-3 LEAST 72 BUSINESS HOURS PRIOR TO EXCAVATING. CONTRACTOR SHALL �1ey COORDINATE WITH UTILITY COMPANY FOR ANY UTILITIES THAT NEED ('riO EAIu1u Wu19 RELOCATING. 5000 5000 4990 u e m o RIPRAP 121NCH 4990 'n a (SEE SHEET DO-1) z REO'D 18'X26' CSP 0 1.923% - (C2) LINE "C" REGISl .q 291179 9: �`rS�ONA���G ER IC2AOLNTAL SCALE: 1'— VERTICAL II O 1.1, & ULLRVIG Computer File Informotion p Index of Revisions Gtyof Fort Collins _ or �'= ?"� y CCppLppRADpo ppEEPARTMENT OP TRANSPpRTATION As Constructed MASON BIKE PEDESTRIAN TRAIL DRAINAGE PROFILE Project No./Code cre9tio9 Dole: 02/09/07 Inlok: RSA Last Mods icolim Dole: 06/10/09 INlols: RSA No Revi,;-,: AOC M455-090 Full P91h: L:\05138\ACAD\SHEET RNA; Des finer: ELL O p 281 OF FORT COLLINS U 261 NORTH COLLEGE AVENUE FORT COLLINS. CO 80522 Phone: 970-221-6605 FAx: 970-221-6378 20 zND STREET P.EELEY, CO 80831 � : 970-350-2126 FAIT: 970-350-2198 Re ion 4 PJG Droning File Nome: D05138PR002,d.g Void: DeI.ilw, RSA 16584 $heel Number t)2 Ac.d Ver. 2004 Scale: SEE SHEET llnils: ENCLISH Sheet Subset, ORAINAGE Subset Sheets: DP-2 of 2 J J � � n Sm ~ gaD r o N1 O �� V Hrc�N Q tirc PRO l i II a3E 9lprFbCF� � tlyQ�p d] I 96ei COLORADO DEPARTMENT OF TRANSPORTATION Region 1420 2nd Street Greeley. CO 80631 Phone: (970) 350-2153 FAX: (970) 350-2178 RIGHT OF NAY PLANS UNIT DGM I.VIVVLIV IIV IVHL �II+IV� County 1-1ne - - - arvip or Range L Pr°pe t1Y e°r irocx sl — — Cily -11, Re lrepa E. Rgootl ___________ w Rii p°tl antral o Rlgnx - •'___ ___ Prplecteawb, F-ii, (Virgin ^L °n)- 1op .1 C- _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - Bpeol Flus - _ - . _ _ _ _ - bea w n — — — — Cnoin L 1 cee - Cam np n Fence —d Fence —x rR ;x x rK m x Trees 00Oeee,a°°°e 0 *** Tel & ieleq. roes ¢ [ n.y ^(.. x.w..,.e r. a •w.w.0 Electric L� } [..,.y �( rw. ; •.:.,.e � .. e. x...ie.w c. irons. ipwer • [ •vy w. • ew • .e a R°r,etl rel —le ---, �e.�_ ,------r------r r snail°ry°Sewer __ ______ _____- R—App seelmn cprnereS� ceme. pi seuwn --0.-. cemer: A ore,ne 1—w E.•� R P=- �--� E, nit. e. Brltlges N 1\4 CORNER SECTION 23: FOUND 2 1/2" ALUM. CAP, IN MON. BOX STAMPED PLS 17497 FOUND 2 1/2" ALUM. CAP, IN MON. BOX. STAMPED PLS 17497 NE CORNER SECTION 23: FOUND 3" ALUM. CAP, IN MON. BOX STAMPED PLS 17497 ASIS OF BEARIN Sheet Revisions II II Sheet Revisions I I RIGHT OF WAY All bearings are based on The north line of the northeast quarter of Section 23. Township 7 North Range 69 West bearing South 89 degrees 21 minutes 45 second East a distance of 2655.55 feet based upon GPS observation, momumented as shown. CITY OF FORT COLLINS INDEX OF SHEETS 1 Title Sheet TRANSPORTATION DIVISION 2 of Properties 3 - 3A Survey Control Diagram MonTabument 4 - 4A Monumentolion Sheets 5 - 9 Line Sheets & DEPARTMENT OF TRANSPORTATION 10 - 11 Ownership Maps STATE OF COLORADO RIGHT OF WAY PLAN OF PROPOSED FEDERAL AID PROJECT NO. STU M455-068 MASON BIKE/PEDESTRIAN TRAIL LARIMER COUNTY RIGHT OF WAY SCALES OF ORIGINAL DRAWINGS PLAN SHEETS 1"- 40' OWNERSHIP MAPS 1" - 100' NOTES R.O.W. LENGTH OF PROJECT 2,257' 1. THIS CONTROL SURVEY IS FOR THE USE OF THE CLIENT. THIS SURVEY IS NOT A COMPLETE LAND OR RIGHT-OF-WAY SURVEY, NOR IS THIS CONTROL DIAGRAM SHEET A LAND OR RIGHT-OF-WAY PLAT. SEC. N 2. NOTICE: ACCORDING TO COLORADO LAW, YOU 14 PROSPECT ROAD MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN __..._... .-_.. THREE YEARS AFTER YOU FIRST DISCOVER j SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE END PROJECT STA. 28+16 END ROW PROJECT COMMENDED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. STA. 2 + 16 3. NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION CONTAINED HEREON IS IMPLIED VICINITY MAP OR EXPRESSED UNLESS THIS COPY BEARS AN i i NO SCALE i ORIGINAL SIGNATURE AND SEAL OF REGISTERED LAND SURVEYOR NAMED. I � I � a SECTION 23 i TOWNSHIP 7N, 523. o RANGE 69W U 6th P.M. BEGIN PROJECT jam' SEC. 24 REGION IV PLAN APPROVAL BLOCK ROW PROJECT RO These Right -Of -Way plans have been reviewed4.59 d appear to meet minimum federal standards. NAME DATE S" 7 mobw NCH, Im IX I COLORADO DEPARTMENT OF TRANSPORTATION Reegg.on a �T 1420 2nd Street CO 80631 Phone: (970) 350-2153 FAX: (970) 35D-2178 RIGHT OF WAY PLANS UNIT DGM Sheet Revisions Sheet Revisions RIGHT OF WAY PLANS oa 10 oe T • on i TABULATION OF PROPERTIES PROJECT NUMBER: STU M455-068 PROJECT CODE: 15046 PROJECT LOCATION: MASON BIKE PEDESTRIAN TRAIL ISM6 OS-oY-m 1 0l 1 I 11 R.O.W. TABULATION OF PROPERTIES IN LARIMER COUNTY MASON BIKE / PEDESTRIAN TRAIL Parcel No. Owner Address Location Area In Square Feet Book — aRemarks Poor RabUa Rot Not d AM Remainder T7N R69W 6th P.M. SO. FT. SO. FT. PE1 Seas on, LLC 719 Breakwater Drive NE 1 4 SEC. 23 5489 +/- 5489+/- Permonent Troil Easement Fort Collins CO 80525 TE1 Some as above Some as obove NE 1 4 SEC. 23 14462 +/- 14462+/- Temporory Construction Eosement -PE-2- DELETE "' "-',- Gent- T �^' •T DELETE PeFFAs-_-• T_-' E-----_nt DELETE 96-2: -TE2- DELETE 49M8 DELETE DELETE TE2A DELETE -744E) DELETE DELETE RE3- DELETE 28666 +/- 8666 DELETE R -- --' T_-' E------' DELETE Rure Fnft Gelling GA TE-3- DELETE 14457;-T4467d,' DELETE DELETE TE3A DELETE 4Q6I _ 49669+f- DELETE DELETE PE4 -r-�� +T DELETE 0--m__ent T-_ __ - DELETE DELETE -- - -- -E4- DELETE (Ge.-- -- - - -` 9,90 = _198 DELETE DELETE TE4A DELETE 16i 296+f- 464-266+,' DELETE DELETE �u1e Engineering, LLC �f Solutions to Regulations for Industry a August 3, 2005 Mr. Steve Noel Colorado Department of Labor and Employment Division of Oil and Public Safety 633 17th Street, Suite 500 Denver, Colorado 80202-3660 RE: SECOND QUARTER 2005 MONITORING REPORT Former TPI Petroleum Store 4107 221 W. Prospect Road, Fort Collins, Colorado (OPS Event ID # 9012) Dear Mr. Noel: D AUG 0 8 2005 01VISION OF OIL AND PUBLIC SAFETY Rule Engineering, LLC (Rule), on behalf of TPI Petroleum, Inc. (TPI), is submitting this Second Quarter 2005 Monitoring Report for the above -referenced site. Quarterly groundwater monitoring data was collected at the site on June 14, 2005. BACKGROUND Former TPI Petroleum Store 4107 is located at 221 West Prospect Road in Fort Collins, Colorado. The site is situated on the south side of West Prospect Road in a primarily commercial area. Surrounding properties include shopping malls to the north and east, vacant land located to the south and a bank located to the west. A drainage canal and a Colorado & Southern Railroad track are also located adjoining the site to the east. The petroleum release was identified at the above referenced site from soil samples collected on August 9, 2002 during divestment activities. The release was reported to the Division of Oil and Public Safety (OPS) on August 9, 2002 and was confirmed on August 12, 2002. A total of fifteen (15) monitoring wells (MW-1 through MW-15) have been installed to date. The groundwater and soil data for the fifteen (15) monitoring wells were included in the site characterization report (SCR) submitted to the OPS on December 22, 2003. The OPS responded with a request for a CAP in a letter dated March 25, 2004. The request for the CAP also states that the soil vapor to indoor air inhalation pathway for the onsite structure be evaluated prior to submitting a CAP. 1055 Kipling Street, Lakewood, Colorado 80215 Telephone: (303) 431-8500 Fax: (303) 431-3750 www.ruleengineedng.com COLORADO DEPARTMENT OF TRANSPORTATION y 140 1 14 22nd Greeley. CO 80631 Phone: (970) 350-2153 FAX: (970) 350-2178 a w.� RIGHT OF NAY PLANS UNIT DGM Pt. 560 N 1\4 CORNER SECTION 23: FOUND 2 1/2_ALUM. CAP, IN MON. BOX STAMPED PLS 17497 S 89'21 i 1; e Y I a � _ 0 I Iy1 �ai6 Ipb2 I 562 J I EdA 96 EAST /4 CORNER SECTION 23:F9V FOUND 2 1/2- ALUM. CAP. IN MON. BOX. STAMPED PLS 17497 Pt. 561 NE CORNER SECTION 23: FOUND 3- ALUM. CAP, IN MON, BOX STAMPED PLS 17497 SURVEY CONTROL MONUMENTS LARIMER COUNTY, COLORADO T. 7 N, R. 69 W, 6TH P.M. SECTION 23 LEGEND Section Line — — 114 Section Line ISO Section Comer B Section Ouorter Comer • Section Sixteenth isomer ASIS OF BEARIN All bearings ore based on The north line of the northeast quarter of Section 23, Township 7 North Range 69 West bearing South 89 degrees 21 minutes 45 seconds East a distance of 2655.55 feel based upon GPS observation, momumented as shown. SURVEYOR CERTIFICATE (OFFICE) I, Wallace C. Muscott, a professional land surveyor licensed in the State of Colorado, do hereby state to the Colorado Deportment of Transportation that based upon my knowledge, information and belief, research, calculations and evaluation of the survey evidence were performed and this Right -of -Way Pion was prepared under my responsible charge in accordance with applicable standards of prolice defined by Colorado Department of Transportation publications. This statement is not a guaranty of warranty, either expressed or implied. RIGHT OF WAY PLANS SURVEY CONTROL DIAGRAM GENERAL NOTES 1. This Right of Way pion is not o complete boundary survey of oft adjoining owners and is prepared for Transportation Department purposes Only. 2. Survey Control Points set with a higher degree of accuracy than ROW Markers. J. NOTICE: According to Colorado low you must commence any legal action based upon any defect in this survey within three years otter you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the dote of the certification shown hereon. 4. All R.O.W. Markers set from survey control points. 5. All centerline and offset stationing is theoretical only and may not represent the centerline as constructed in the field. All stationing is approximate. 6. All coordinates listed are project coordinates only. 7. Field survey control precision computed to exceed_ 1120,000. 8. Research for title insurance supplied by Land Title Guarantee Company. Colorado State University Research Foundation FCC 25080248 February 11, 2008 at 5:00 pm State of Colorado, Board of Agriculture FCC 25080247 February 11, 2008 at 5:00 pm Colorado State University Foundation Inc., A Colorado Corporation FCC 25080249 February 11. 2008 0l 5:00 pm Seaspan, LLC- A Portion of 223 W. Prospect FCC 25080250 February 05. 2008 at 5:00 pm SURVEYOR CERTIFICATE (FIELD) I, Wallace C. Muscott, o professional land surveyor licensed in the Slate of Colorado, do hereby stale to the Colorado Deportment of Transportation that based upon my knowledge, information and belief, adequate research, calculations and evaluation of the survey evidence were performed and this Right-of-Woy monuments depicted on this Right -of Way Pion were set under my responsible charge in accordance with applicable standards of protice defined by Colorado Deportment of Transportation publications. This statement is not a guaranty of warranty, either expressed or implied. B Vertical and Hori2ontol Control Point eW_oc_ Cs_c__ PLS_ __ 7 _ e Wo_o_ce_ C. __uot PLS No. 17907 Dote COLORADO DEPARTMENT OF TRANSPORTATION OT Re ion 4 1420 2nd Street Greeley, CO 80631 -� Phone: (970) 350-2153 FAX: (970) 350-2178 RIGHT OF NAY PLANS UNIT DGM Sheet Revisions GENERAL NOTES Sheet Revisions POINT NAME GEODETIC COORDINATES NAD-83(92) (CHARN) ELEV(USft) (GPS-NAVO 29) MAPPING ANGLE SCALE NAD-83(92) ZONE 0501 PROJECT COORDINATES ELEV(USft) (NAVD 29) LATITUDE(N) LONGITUDE(W) NORTHING EASTING NORTH (uSft) EAST (usft) 560 40'34'01.79609" 105'05'11.27035" 5009.48 0'16'02" 0.99973555 1449727.387 3114889.643 123775.749 192132.293 561 40'34'01.51119" 105'04'36.87123" 4989.50 0"6'24" 0.99973651 1449727.078 3117544.442 123746.200 194787.677 562 40'33'35.36219" 105'04'37.01338" 5009.58 0"6'24" 0.99973468 1447064.840 3117546.096 121099.289 194776.139 CP 46 40'33'57.11713" 105'04'43.91497" 0'16'20" 0.99973609 1449263.828 3117002.970 123301.537 194243.840 4995.74 CP 54 40'33'45.58013" 105'04'47.33372" 0"6'17" 0.99973624 1448095.072 3116744.665122133.775 193979.643 4986.03 CP 55 40*33*48.83787" 105'04'46.68304" 0'16'18" 0.999736361448424.981 3116793.320122463.525 194029.955 4985.36 CP 56 40'33'51.70063" 105'04'46.18267" 0'16'18" 0.99973645 1448714.866 3116830,563 122753.297 194068.652 4985.15 CP 57 40'33'53.86149" 105'04'46.09889" O'l6'18" 0.99973652 1448933.568 3116835.992 122972.026 194075.173 4984.93 BASIS OF BEARINGS: The north line of the northeast quarter of Section 23 is considered to boor South 89 degrees 21 minutes 45 seconds East between 0 found 3" olum. cop monument at the north east corner of the said Section 23 and a found 2-1/2" olum. cop monument at the north quarter corner of the said Section 23. based upon CPS observation. BASIS OF ELEVATIONS: The project is based upon on elevation of 4990.68 feel on a City of Fort Collins Bench Mork stomped "City of Fort Collins 6-00" located of the north west corner of the intersection of Mulberry Street and College Avenue on the top of o concrete catch basin. The City of Fort Collins vertical control is based upon NGVD 29 unadjusted datum. A complete set of the City of Fort Collins vertical control is available at the City Engineering Deportment. Supplementary vertical control for this project was tied into the City vertical datum by differential level loop using the City's Leico NA2002 digital level and Digital Level Rod. COORDINATE DATUM: Project coordinates ore o transverse Mercator projection, with the origin of Lorimer County HARN densification point No. FC2694. Point FC2694 has a Latitude of 40 degrees 30 minutes 06.92556 seconds North (NAD 83/92) and Longitude of 105 degrees 03 minutes 29.34852 seconds West with a false northing of 100000.000 and o false eosting of 200000.000 and a scale factor of 1.000264281. using the 99 Geoid. This is the ground coordinate system that the City of Fort Collins Engineering Deportment has adopted for all of their projects. 0 TYPICAL CONTROL MONUMENT NO CAP NOT TO SCALE CP - Control Point Monument were set by the City of Fort Collins. They are 5\8 Rebor 30" long with a punch Mork set flush with ground. SURVEYOR'S STATEMENT: Wallace C. Muscotl, being first duly sworn on his ooth, deposes and says: that he is o Registered Professional Land Surveyor under the lows of the State of Colorado; that this survey of the control and right of way monumentotion was mode by him or under his supervision; that the survey is accurately represented on the attached plat; and that the statements contained hereon were read by him and the some ore true and correct to the best of his professional knowledge, belief and opinion. Wallace C. Muscott P.L.S. 17497 P.O. Bo. 580 Fort Collins, Colorado RIGHT TABULATION OF FOUND PINS NO. PIN DESCRIPTION NORTHING EASTING 1250 1 2" REBAR 123531.558 194264.269 1595 PIN & CAP 125075.424 194269.195 1596 PIN & CAP 125075.759 194269.224 4034 1 2" REBAR 123553.032 194164.050 6268 PIN & CAP LS37899 1292 48 197 7 PC 12796540 0.923866269 COLORADO DEPARTMENT OF TRANSPORTATION - oT Region 144 20 2Street _ Creeley, CO 80631 Phone: (970) 350-2153 FAX: (970) 350-2178 RIGHT OF MAY PLANS UNIT DGM Sheet Revisions POINT NO. NORTHING EASTING LOCATION DESCRIPTION 560 123775.749 192132.293 NORTH 114 CORNER SECTION 23 2.5"ALUMINUM CAP MONUMENT 561 123746.200 194787.677 NE CORNER SECTION 23 3.0"ALUMINUM CAP MONUMENT 562 121099.289 194776.139 EAST 1/4 CORNER SECTION 23 2.5"ALUMINUM CAP MONUMENT TABULATION OF EASEMENT POINTS TO BE STAKED •-.-.-•-.-,-•-.-.-•-•-.-.-�-.-.-� �- PEl r^^ P�E3 DELETE POINT NO. NORTHING CASTING 32004 123723,131 194164.708 32034 123553.131 194164.149 32090 123723.525 194129.222 32091 123721.981 194129.205 32092 123717,238 194131.189 32093 123699.531 194131.131 32094 123679.336 194134.689 32095 123664.712 194137.266 32096 123602.152 194137.060 32097 123602.191 194125.060 32098 123553.568 19 4124.900 INT NO. NORTHING CASTING 123553.131 194164.1 S123438.975 123553.568 194124 00 1941 .523 321 33 23409.198 194 28.175 32 004 1 N389.347 1 4130.610 32105 12334,3.441 94130.360 32106 12331 45 194125.360 32107 123245. 6 194082.451 32108 12325 .89ft, 194163.183 32109 123 1.397 194084.591 32110 1 205.244 1 4101.706 32111 23200.724 19 03.845 321 1 123145.002 1940 .851 321 123151.0.5 194017. OS 3 22 123045.0( 194001.1 2123 123026.607 194038.788 ------------------- l ( POINT N0. NORTHING CASTING ,32122 123045.066 19 4001.142 2123 123026.607 194038.788 125 123017.101 193996.87 3 26 123020.118 193977.1 4 32 7 123011.069 194036, 18 321 123008.053 19405 .189 3212 122959.304 19396 .826 32130 122947.239 1940 6.911 32131 122903.023 193 70.714 32132 2905.535 19 980.393 32133 1 U921.118 1 4048.149 32 334 12 20.607 94038.470 32 335 122 8.566 194003.463 32136 1228 7.989 194017.705 32137 12289 .31 194050.892 32138 122801. 194077.341 32139 122806. 9 194027.644 32140 122802 194067.402 32142 12275 .79 194061.900 32143 1227 3.341 N, 194056.930 32144 1227 6.642 194027.113 32145 12 57.192 94022.143 32146 1 582.232 1 4007.805 32147 1 2583.332 19 997.866 32148 2256.3494 193 95.665 1940 5.605 129578.931 1940 .623 122575.630 19406 441 P32149,122562.353 122555.752 194065. 40 122559.052 T94035.3 122455.603 193993.78 122452.303 194023.605 32162 122431.164 194020.398 32163 122431.502 193989.843 RE4 DELETE POINT NO. NORTHING CASTING 2162 122 431.164 194020,39tY 3 163 122431,502 193989.8 3 321 4 122373.098 194002 46 3216 122385.365 1939 7 .669 32166 122349.818 1.701 321 77 22352.565 2.086 32168 1 286.946 g13981.71 132169 12 88.639 1.747 32170 1221 5.849 193935.277 32171 12213 1 193975.241 32172 122075.3166 193985.9 41 32173 12210 .4 194047.790 32174 1220 4.146 194054.680 32175 12 61.992 193992.501 32177 1 039.17 7 1 39 59.2 68 32178 22043.770 19 968.150 32179 121953.690 194 8.507 3218 121996.776 19401 .137 32 1 121913.977 194021. 52 3 182 121882.039 194017.4 5 2183 121879.468 194040.05 32236 122048.059 193954.674 SURVEYOR CERTIFICATE (OFFICE) J J 1 I, Wallace C. Muscott. a professional land surveyor licensed in the State of Colorado, do hereby Sstate to the Colorado Deportment of Transportation that based upon my knowledge, information and belief, research, calculations and evoluotion of the survey evidence were performed and this Right-of-Woy Pion was prepared under my responsible charge in accordance with applicable standards of prolice defined by Colorado Deportment of Transportation publications. This statement is not o guaranty of 1 warranty, either expressed or implied. J J-- ------- ---- - Wolloce C. Muscott PLS No. 17947 Dote (PROJECT LOCATION: MASON BIKE / PEDESTRIAN TRAIL I TABULATION OF EXISTING PROPERTY & CONTROL POINTS POINT NO. NORTHING EASTING 32010 12 2981.470 194130.839 32055 122430.253 194102.787 32101 123753.131 194164.807 TABULATION OF EXISTING R.O.W. POINTS POINT NO. NORTHING CASTING 31713 123198.149 194162.980 31715 122706.628 194134.266 32004 12372 3.131 194164.708 32011 122889.135 194151 .2 74 32034 123553.131 194164.149 QUANTITY OF MONUMENTS TO BE SET CAP MONUMENT TYPE TYPE I JA 2 2A 3 3A 4 5 REFERANCE RIGHT OF WAY CONTROL 0 g$ ALIQUOT CORNER "0 WITNESS POST SURVEYOR CERTIFICATE (FIELD) I, Wallace C. Muscott, a professional land surveyor licensed in the Slate of Colorado, do hereby state to the Colorado Deportment of Transportation that based upon my knowledge, information and belief, adequate research, calculations and evolualion of the survey evidence were performed and this Right-of-Woy monuments depicted on this Right -of Way Plan were set under my responsible charge in accordance with applicable standards of prolice defined by Colorado Deportment of Transportation publications. This statement is not a guaranty of warranty, either expressed or implied. Wallace C. Muscott PLS No. 17947 Dote COLORADO DEPARTMENT OF TRANSPORTATION --- OT Region s 1420 2nd Street Greeley. CO 80631 -� Phone: (970) 350-2153 FAX: (970) 350-2178 RIGHT OF NAY PLANS UNIT DGM TEi POINT NO. NORTHING LISTING 32035 123554.228 194065.639 32090 123723.525 194129.222 32091 123721.981 194129.205 32092 123717.238 194131.189 32093 123699.531 194131.131 32094 123679.336 9413 14.689 32095 123664.712 1941317.266 7.2 66 32102 12343 .9 7 194124.523 32103 12340 194128.175 32104 123389 7 194130.610 32105 1233 S.44 19 4130.360 32106 12 13.457 94125.360 32107 1 3245.916 1 4082.451 32109 123241.397 19 84.591 123151.034 1940 .308 V21 123215.937 193946. 23 123045.066 194001.1 123054.901 193921.7 t 7 TE2A DELETE \ POI NO. NORTHING EASTING. 3210 123259.890 1941fa,5.183 32110 3205.244 1,94101.706 321 11 123 0.724 194103.845 32112 123145 2 194056.851 32114 1232.4.68 194163.035 32115 178.128 a114.542 32 116, 123140.477 1940M.508 3a43 123026.607 194038-7,8,8 2124 123012.762 194067.023 Sheet Revisions Tp q___EASEMENT POINTS TO BE STAKB� - -�� r �� ....... , . -TEX DELETE "-��--.-�.-- -.-- -- -. TE3A DELETE POINT NO. NORTHING CASTING 2051 122498.100 194037.910 3 119 122945.731 194056.7 32 0 122907.565 194066. i 321 12302 6.607 19403 .788 32124 123012.762 1940 .023 32127 123011.069 194 36.418 32128 3008.053 1 056.189 32130 12 947.239 1194046.911 52133 122 23.118 194048.149 32134 1229 .607 194038.470 32137 12289X.7 194050.892 32138 12280 194077.341 32140 12280194067.402 32141 1227 194097.219 32142 122 52,791 194061.900 32143 1 753.341 4056.930 32150 2578.931 194037.623 32151 122575.630 194 67.441 3215 122555.752 19 40 .240 321 t22559.052 19403 423 32 5 122452.303 194023. 5 3 159 122497.481 194063.8 2162 122431.164 194020.398 32 202 12 2 430.988 194036.30 7 TEA DELETE NT NO. NORTHING FASTING 321W 122430.652 194055. 1 321 122431.164 19402 . 98 32164 122373.098 194 2.046 32168 1 286.946 10981.711 321 11 122'1,34.156 493975.241 321 22 122V5,48V 193985.941 32173 122107. 0 19404 7.790 32174 12209 .14 19 4054.680 32175 4441.992 93992.501 32179 1_-1 953.690 1 k048.507 32184 22130.202 194 8.612 321 122132.675 19401 09 3 86 122285.465 194016.69,0 2187 1 122358.786 194033.98 POINT NO. NORTHING EASTINC 2009 12 3069.875 193950.54 3 118 122968.353 193908.5iT 3A21 122855.370 193924. 79 321 & 12 3045.066 19400 .142 3212 123017.101 1939 6.875 32126 123020.118 19 77.104 32129 2959.304 1 967.826 32131 1 903.023 93970.714 32 332 122 05.535 193980.393 32 335 1228 .566 194003.463 32136 12280 9 194017.705 32139 122866. 9 194027.644 32144 12275 .64 194027.1 13 32145 1227 .192 194022.143 32146 122 82.232 194007.805 32147 i 583.332 93997.866 32148 42563.454 i 995.665 32149 1 194 05.605 3215 122455.603 1939 3.788 321 122464.956 32 58 122750.54a 3 160 122432.473 "193901.9 2163 122431.502 901 WAY T&A DELETE 1 ) _ -J ) 15ANTITY OF MONUMENTS TO B- SET -QUANTITY OF MONUMENTS TO BE SET CAP i MONUMENT TYPE I CAP MONUMENT TYPE TYPE 1 IA 2 2A 3 3A 5 8 TYPE I la 2 2a 1 3 1 AA I a I R I A POINT NO. NORTHING FASTING 2160 122432.473 193901.99 3 163 122431.502 193989.8 32 5 122385.365 122349.818 13216 122352.565 632169 122288.639 A193974.321 732170 1 2135.849 732177 12 039.177832178 122 43.770 0 32180 1219 .776 194013.137 32181 12191 . 7 194021.052 32182 121882. 9 194017.475 32183 12187V468 194040.053 32188 1224R9.123 193897A 00 32189 12 91.812 193866.814 32190 1 820.860 3846,870 32206 1587.494 14Z774.694 32207 121700.454 i93 96.874 3220 121686.647 1940 8.090 322 122048.059 19395 674 32 9 121492.487 193624. 91 3 240 121481.999 193508.7 7 2241 121628.568 193495.63 32242 121700.172 193569.1 1 7 RIGHT OF MAY 13 G' RIGHT OF WAY V �' CONTROL 0 si CONTROL .0 0 $1✓ AWQUOT CORNER ALIQUOT CORNER •'O WITNESS POST I WITNESS POST SURVEYOR CERTIFICATE (OFFICE) I, Wallace C. Muscott, o professional land surveyor licensed in the State of Colorado, do hereby stole to the Colorado Department of Transportation that based upon my knowledge, information and belief, research, calculations and evaluation of the survey evidence were performed and this Right-of-Woy Plan was prepared under my responsible charge in accordance with applicable standards of protice defined by Colorado Deportment of Transportation publications. This statement is not a guaranty of warranty, either expressed or implied. Wolloce C. Muscott PLS No. 17947 Dole SURVEYOR CERTIFICATE (FIELD) I, Wallace C. Muscott, a professional land surveyor licensed in the State of Colorado, do hereby stole to the Colorado Deportment of Transportation that based upon my knowledge, information and belief, adequate research, calculations and evaluation of the survey evidence were performed and this Right-of-Woy monuments depicted on this Right -of Way Pion were set under my responsible charge in accordance with applicable standards of protice defined by Colorado Deportment of Transportation publications. This statement is not o guaranty of warranty, either expressed or implied. Wolloce C. Muscott PLS No. 17947 Dote COLORADO DEPARTMENT OF TRANSPORTATION Shheet Revisions Sheet Revisions RIGHT OF WAY PLANS Region 4 o. ,o 0 0 " LINE SHEETS QT 1420 2nd 6lreet Greeley, CO 80631 " 0 20 40 PROJECT NUMBER: STU M455-068 PROJECT CODE: 15046 -m- Phone: (970) 350-2153 FAX: (970) 350-2178 PROJECT LOCATION: MASON BIKE PEDES' RIGHT OF NAY PLANS UNIT DGM SCALE: 1"=40' o^°' "°° Oee a°"" �"" "° ,5p�5 py-DD-pD of 5 5 NE 1/4 ;'SEC. 23, / _ o // 'f 6th1 P DELETE 1� w .M. rr ^1 J(Do STATE/UNIVERSITY S/ z ('COLORADO' RESEARCH FOUNDATION f) DELETE J / 32207 r S:83'30'07yE -- -- 32208 32242, lo I = D I I ah \ O ` or 32241 / , r, f / r'�32206 i' m DELETE 1 f I r a1 I EMBANKMENT 1 BORROW AREA / COLORADO STATE UNIVERSITY RESEARCJFOUN_DATION� �.�32239 f 11 6,3 , !' J l I f E E_ 32240`., r� N ti If :9 a � r a i 4 a ' 8�I app 1 �ggl1: COLORADO DEPARTMENT OF TRANSPORTATION o. 10 0 iEr Sheet Revisions K Sheet Revisions RIGHT OF WAY F z Off, LINE SHEETS 1420 4 2nd Street PROJECT NUMBER: STU M455-068 420 G—I.y. CO 80631 0 20 40 PROJECT CODE: 15046 Phone: (970) 350-2153 FAX: (970) 350-2178 � PROJECT LOCATION: MASON BIKE RIGHT OF WAY PLANS UNIT DGM SCALE: 1'.40' �*l I. 1.:1 � W. I — s...h u ^^ .E^%-,-.SECTION COLORADO STATE UNIVERSITY 1 %\0 RESEARCH FOUNDATION ) 1 '�'DFCETTE- DELETE DELETE I 321'9f), vJJJJJJJ✓JJ I I I N 06'29'53" E 194.07' 23, T. 7 N., R. 69 W., 6th P.M. S 02'25'30_W — 471.37' — I I I I I I1 1 1 I I1 I I I t 52.93' I I 32170 S 02'2530" W ----'" ^}I� II i II W322ELETE)DELETE/Y 152.93' 7 .� N 0725'3032171 " E 32 t72 O DELET Jlp 'k N 02 25 30 E 152.93' r32, 65 32180 �1 �0 I. / COLORADO STATE UNIVERSITY i rat SEARCH FOUNDA 32181 O\o• ` I� qti l 3zt73 °D D ETE DELETE DELETE ) BNSF RR RIGHT—OF—WAY N 06'29'53" E 177.65 (100') Course Bearing Distonce L8 N 6739 20 E 10.00 L10 S O6'2326 W 32.14' L11 S 8S3007 E 22.72 L12 N 06'29 53' E 74.70' L15 N 27'2040 W 15.00 9 S 27-20 40 E 10.00 170 S 66.30'52 W 302.84 Cune Rodius Length Delto Chord Chord Beor. C4 175.00 90.93 29'46't0` 1 89.91' 1 S 1 7' ` CS 1 75.00 44.16 1 33*44'07" 43.52' 1 7` CIS 135.00 60.13' 25'31'18" 1 59.64' IN ' COLORADO DEPARTMENT OF TRANSPORTATION Sheet Revisions Regi- 4 04 10 EL i SHE ET OT ,420 end Street Crml:!. CO 80631 Phone: (970) 350-2153 FAX: (970) 350-2178 RIGHT OF NAY PLANS UNIT DGM COLORADO STATE UNIVERSITY ) RESEARCH FOUNDATION ?.,lyE Y4 SECTION 23 DELETE DEL 02.25.30" w DELETE 471.37 �1'J✓J - � - CIO J 32189 321 Sheet LINE PROJECT NUMBER: STU 0 20 40 PROJECT CODE: 15046 PROJECT LOCATION: MASO SCALE: 1.-40' pO..:.CaOi: 1m1 Yoa. ar s T. 7 N., R. 69 W., 6th P.M. i�STATE OF COL0RAD0 BOARD OF AGRICULTURE 1 � DELETE DELETE DELETE ) 32160 S 06*1901" W 287.33' ��..,�✓✓,�✓, C60 ---..-.-.-.- ------.-.-'-'---'-'- ----'-' 3C59 32157 2158 40 DELETE j co 0 32169 C3 N yr 152.93'�_ ��32767 N 5 02'2530� r L 6 4°0 2 32165 Z �pELETE l� \ c� cs 32154 C7 " 1 N 02'25'30' E 1552.93' DELETE ° yy1gg$F°I " '-32�77 8-' - 32202 liei�� �E N 02'25'30E 152.932187 ' L 83 32161 _ _l _DELETE DELETE DELETE ✓- 8NSF RR RIGHT-OF-WAY (100.) 32055 S 06'19'01" W 107.40' CITY OF 1 32159 L72 S 834059 E L73 1 N 190017 E 3 5 89'22 E 15.91 LB4 N 01'22'05' E 67.13' L85 S 8B'37 55 E 25.92 DELETE ) 3214BIL 64 32147 65 L 63 S 06'19,01" W 17 DELMr E■TE 1 sz.rss = 3s15g z - N061901'E 171 DELETE 1 .as 1 N 06'19'01" E 303.55' 32145 �-.. (� BOARD STATEOF AGRICULTUR �� j -z S 06*29*53" W 278.16' ` DELETE 31715 % czlo DELETE DELETE J Curve Rodius Length Delto Chord Chord Beor. C1 235.00' 4 .6 ' 11' 1'45" 48.57 S 18'12'19" W C2 265.00 7. 7' 8'11 18 37.84' S 29023 WW C3 275.00 4. 1' 13'31'24" 64.76 '11'1 " W C7 235.00' 89.05' 21'4242 88.52 N 13'16'51" E C8 265.00' 1. ' 13'11 44 60.90 N 17'32 20 E C9 150.00 t 9' S'O4 3t 13.28 S 21'35'56" w C10 350.00 13 .63' 21'42'42" 131.84 S IN16'51" W C 1 1 200.00 7 .7 ' 21'42 42" 75.3a' N 13'16'51" E C12 300.00 7 .a ' 14' 4' " 75.25 N 16'55 55 E C53 235.00 24.43' 55726 24.42 S 69'17'44" W C54 265.00 21.39' 43 '226 21.38 N 08'37'44" E C59 200,00 107.44 30'4 447 106. 55 S 09-04 22 E C60 150.00 33.36 1 44 -4 33.30 1 41 1 W C210 4473.35 183.3t 2'20 50 18 5 0 '19 2 w COLORADO DEPARTMENT OF TRANSPORTATION Reg9ron 4 t420 2nd Slreel Greeley, CO 80631 ate_ Phone: (970) 350-2153 FAX: (970) 350-2178 RIGHT OF NAY PLANS UNIT DGM STATE OF COLORADO 1—DELETE DELETE DELETE VJJ�JJJ C59✓/ L 82 32158 i a CS 32t36 32145 L 601 lm N 06'19'01" E 31715 Sheet Revisions 32118 32121 ` DELETE C50 32129 L 57 —•- 32131 32 r STATE OF COLORADO BOARD OF AGRICULTURE C62 — 11 sheet Nevis,ons RIGHT OF WAY PLANS LINE SHEETS PROJECT NUMBER: STU M455-068 0 20 40 PROJECT CODE: 15046 PROJECT LOCATION: MASON BIKE PEDESTRIAN TRAIL SCALE: 1'-40* a t 22!: by _ O SWuet Sh.b SirN xa LOW 1tx M $IieN t5W6 rr CSU FESEARCH 27 W 87.5.5 S 084 '27" W 1E.1 TION 32117 1 NE 1 /4 ', SEC. 23 32193 ; gDEL�EgTE DES 7TE DELETE - . , .�� , �) k �T. 7 N. 69 W. 9 y R 1 6th P.M. 45 3zo3z a L 55 5:08'4027S.W 10779„_, ,1t;3� Ct07 DELETE ) I 321 ` � 8 N 8' .-. 119.77' 32112 \ 32123 IN7 l ^DELETE l I \ 2 ' 32tt6 32124 OS'40'27" E 129. i L 108 3211 \ \ \\ 0 32111 ^• I32115 3 i--l-•---i-.- ----i-- \ o �COLORADO STATE UNIVERSIT I �cto9 y RESEARCH FOUNDATION Lam— L 115 1010 2 �-QELETE DELETE DELET J� 3171 321t4- J L 203 -- Curve Rodius Len t - OeRo I Chord I Chord Bear. c2to `DELETE DJ JJ DELETE �" U�� 7l N 06'19 Ot E 175.48 L87 N 08'40 27 E 67.81 L72 S 8S40 59 E 5.00' t o S 25'19 58 E 5.00 N 06'19'01" E 50.00 L108 S 25'19 58 E 5 '40'59" E t N 89.2145 W 35.02' L75 N 75' 7'07" E 10.00 Ll 15 N 0001111901 E 4. L76 N 08'40'27'. E 61.52' L203 S 0'11'l9" w SSa.99' 77 N 81.19 33" W 20.00' L78 N 08'4O' 7" E t5.72' 80 S 62'3315 W 32.49 L82 I S W19 0 t w 287.3 II :1 COLORADO DEPARTMENT OF TRANSPORTATION 04 10 e o y SheetL Revisions yX Sheet Revisions RIG Regqioe 4 1420 2nd Street PROJECT NUMBER: Greeley. CO 80631 0 20 40 PROJECT CODE: 1 Phone: (970) 350-2153 FAX: (970) 350-2178 8 PROJECT LOCATION. RIGHT OF NAY PLANS UNIT DGM SCALE: 1--40 �SM6 OS-OY-. j NE %4 SECTION 23, T. 7 N., R. 69 W., 6th. P.M. I �� --------_ _ / SEASPAN UCH \ I II� ell TAMASAD DRIVE l I PE 1 TE 1 \\ c1o7 (60' R.O.W.) 32100 S 00.,11 19` w I 142.6Y _ 320J I� L S 32035 / 52• .I C t \ L°`&I 04 32024 — 00 38 , 5 W 2 I 0 00 — 32025 _ 4' �" 61 TE t .I €DELETE, o 4a4x3X' Mpg e '�� crnoN < a'""1" \ C 2 '4 -c .E'"r av s t •r a�=uO1i vl�n 153 1 1 \, E2*1 �s �"< 21 L *102—�OO t U]9 1_14 59 — i�097 }209a3209306._ _ _ 32095 DELETE — -- - - - - - - - 1 - - - / r �1 PE t —Zr r9e ',goo - _ 32004 I of 32, s o0 1i zoo.00' L155 N 89'4841" W 1 L156 S 00'11 19 W:4M8.62'L200 S 89.21'45" E L201 S 00.11'19" wL203 S 00'11'l9" wL210 S 89'21'45" E Curve Radius Length Delta Chord Chord Bear. C100 1 30,08' 14*21'41" 30.00 S 06'59 32 E clot 60.00 20.05' 14•21'41" 20.00' S 06.59 32 E C102 75.00 84.40 64'28 43 80.02 S 32.25 40" W C 103 120.00 t 1 7.27 55'S9 35' 112.66 S 36 a0 1 a w C105 125.00' 85.45 39'10'O1 83.80 N 45.0 001 E C106 90.00' 41.a5 26'23 2 — a1.08 S 12'33'21" E C107 90.Oo' 141.37 90'00 00 t 7. ' S 45'38'15" W C150 58.00 6 20'21t 51 20.51 5 09'59'36" E2093' 420 2025, 14.85S S 09'5936 EC5, 900 34.69 22'OS02 34.48 1S 36.47 22 E 561 I EPARTMENT OF TRANSPORTATION o. 10 0 o L , Sheet Revisions ET OT Regron 1/20 2nd Street Greeley. CO 80631 Phone: (970) 350-2153 FAX: (970) 350-2178 [GHT OF NAY PLANS UNIT DGM t � � DELETE z 0 50 v 100 SCALE: I'-100' T. 7, N:, R: 69W. . 6th P.M. SECTION .23 \` R ` F DELETE-�j�-60LORADO STATE UNIVERSITY. \� •RESEARCH. `FOUNDATION DELETE�, P.O. -,BOX"- 483 �\DELETE'-..)'FORT COLLINS; ,CO.. 80522.. OF WAY ----------------- I • /. ------ t t ; 1 l {�- DELETE ') \ DELETE ) I DELETE Tom- - �///' r� BNSF RR (100' R.O.W.) ---------------------------�"— --�—T-------_--� -ram--------- JRE 202 LDG 10523 DELETE Mr. Steve Noel Second Quarter 2005 Monitoring Report August 3, 2005 Page' 2 of 4 On December 13, 2004 a proposal with associated costs to conduct an air sparge (AS) and soil vapor extraction (SVE) pilot test and prepare a CAP was submitted to the OPS. The AS/SVE pilot test proposal was approved on June 22, 2005. GROUNDWATER SAMPLING AND ANALYTICAL METHODS A total of thirteen monitoring wells were gauged on June 14, 2005. A site plan depicting monitoring well locations is included as Figure 1. MW-5 could not be located on this date due to excessive groundcover. However, MW-5 was located on June 17, 2005. Monitoring well MW-9 was not located due to water and mud covering the area. DO and temperature were not measured during this event due to malfunctioning equipment. Groundwater samples were collected from each monitoring well using Rule Standard Operating Procedures (SOP) following the UST Quality Assurance Project Plan (QAPP). The samples were submitted to the analytical laboratory to be analyzed for benzene, toluene, ethylbenzene, and xylenes (BTEX) and methyl tertiary butyl ether (MTBE) using United States Environmental Protection Agency (EPA) Method 8021, total volatile petroleum hydrocarbons/gasoline range organics (TVPH/GRO) and total extractable petroleum hydrocarbons/diesel range organics (TEPH/DRO) using EPA Method 8015M. GROUNDWATER FIELD AND ANALYTICAL RESULTS The depth to groundwater at this site ranged from 7.11 feet in MW-15 to 15.98 feet in MW-6. Historic and current groundwater elevation data indicates groundwater flow is generally to the northeast with a hydraulic gradient of 0.004 feet per foot (ft/ft) as measured between MW-3 and MW-11. Table 1 contains the recorded fluid level data and the DO readings from the most recent and historic groundwater monitoring events. A groundwater elevation contour map for the June 14, 2005 monitoring event is included as Figure 2. Free product was detected in MW-5 at a thickness of 0.01 feet. Benzene was detected above the RBSL in MW-1, MW-4, MW-6, MW-7, and MW-8 at concentrations of 100 pg/L, 5.5 pg/L, 8.6 pg/L, 180 erg/L and 88 pg/L, respectively. MTBE was detected above the RBSL of 20 pg/L in MW-1, MW-6, MW-7, and MW-8 at concentrations of 1,600 pg/L, 130 pg/L, 4,500 pg/L, and 1,500 pg/L, respectively. Toluene, ethylbenzene, and xylene were not detected above their RBSLs in any of the monitoring wells sampled. TVPH/GRO was detected in MW-6, MW-8 and MW-10 at concentrations of '9,000 pg/L, 2,400 pg/L and 110 pg/L, respectively. TEPH/DRO was detected in MW-1, MW-2, MW-4, MW-6, MW-7, MW-8 and MWA 0 at concentrations of 450 pg/L, 190 pg/L, 220 pg/L, 8,900 pg/L, 260 pg/L, 710 pg/L and 170 pg/L, respectively. The groundwater analytical results are summarized on Table 2. A groundwater concentration map is provided as Figure 3. The original laboratory analytical reports are included as Appendix A. COLORADO DEPARTMENT OF TRANSPORTATION Re 0 n ulio 2e Street Greeley, CO 80631 a-.-_ P11one: (970) 350-2153 FAX: (970) 350-2178 RIGHT OF WAY PLANS UNIT DGM T. 7 N., R. 69 W., 6th P.M. Sheet Revisions 0 50 100 SCALE: 1"-100' SEASPAN UC 719 BREAKWATER DR. FORT COLLINS, CO 80525 TE 1 PE 1 WAY Mr. Steve Noel Second Quarter 2005 Monitoring Report August 3, 2005 Page 3 of 4 Figures 4 through 9 show the relationship between benzene concentration and groundwater elevation verses time for wells MW-1, MW-4, MW-5, MW-6, MW-7, and MW-8, since these wells have historically resulted in groundwater samples exhibiting benzene concentrations above the RBSL. The graphs show a decreasing trend for benzene over time in each of the wells. However MW-8 shows an increase in benzene concentration since the May 2004 sampling event. The groundwater elevation does not appear to significantly affect the fluctuations in benzene concentration. SUMMARY AND RECOMMENDATIONS Free product was detected in MW-5 at a thickness of 0.01 feet, which is a reduction from the 0.14 foot free product measurement on March 29, 2005. Benzene was detected above its respective RBSL in MW-1, MW-4, MW-6, MW-7 and MW-8. The benzene concentrations. appear to be declining over time except for MW-8 which shows an increase in benzene concentration since the May 2005 monitoring event. MTBE was detected above the RBSL of 20 pg/L in MW-1, MW-6, MW-7, and MW-8. Toluene, ethylbenzene and xylene were not detected exceeding their RBSLs in any of the samples collected. TVPH/GRO was detected in MW-6, MW-8 and MW-10 and TEPH/DRO was detected in MW-1, MW-2, MW-4, MW-6, MW-7, MW-8 and MW-10. However, a RBSL has not been established for TVPH/GRO or TEPH/DRO. The OPS approved the AS/SVE pilot test, the installation of two additional monitoring wells, and two soil vapor points on June 22, 2005. The wells were installed on July 22, 2005 and the AS/SVE pilot test is scheduled for August 2, 2005. Please contact us at (303) 431-8500 if you have any questions or require additional information pertaining to this Monitoring Report. Sincerely, Rule ngineerin LLC Brian Sulzberger Project Manager cc: Roger Levin (Valero) Project File FJ r O ^r .n.0.8 OYNI�IVd N83Hlnos v oavao-ioo N n V ry I — J --------------U O I O N a0 co LL ` W C o x N a0 N d O J Z O y F � < rr N W C���Nm ZZ 1.gnZZ 1.vO I F F I " v N a0 (ZO (� y FZ ►< UJ O� �X \ I OZ <oW„Fj d> FtdGO r v ao00 � ry I I I III F- ZZ II 1 I ) I O, JCL F 1 1 / I I /�/ A V � O W cc Z CL J N1 N O Nh-< C LLI � ZNO ZOO OirU aN N w J WJ J30 Q N V LL M r iM < L — N 1/ 2 F- .V J N m N F ~F V, fn F- toz = n o O N i J W CoZ I--V ww (Y w V) y4ZX MJ Z O/ Oy F x w s w � F- W Fl.0 <Hm ; Q / W_ J li z I C Z Cc* W //� a \ o w .. �. o N � o Z Z O Z m o a < <- o F f= < < < Iw5 ¢ < W W U C C OC S UO J C JO J C J W i s _j a .Wi m- O d y W N 3 Y .. V n W < H O< rn y O< PY F C LL CX J < P _ cr C O Z W U < W> Za..W= F J a y 00 F >' <w>Fa O FOOmF Z < < W = O y;,N Z < O 3 0 0 Z y x cr x��Zo e < • TABLE 2 GROUNDWATER ANALYTICAL RESULTS TPT Petroleum Store No. 4107 Well Sample Ethyl - Date Benzene Toluene benzene Xylene TVPE/GRO TEPE/DROINA ug/L ug/L ue/L ug/L u uglL Colorado RBSLS 5 1000 680 10000 NR NR MW-1 1/6/2003 120 510 330 1,540 9,200 2,100 MW-1 5/15/2003 700 60 510 1,600 7,500 3,700 MW-1 8/29/2003 810 38 730 480 9,200 3,900 MW-1 11/172003 250 12 280 97 2,800 H, X 520 MW-1 224/2004 60 2.2 6.8 22 1,000 H, X 520 MW-1 5/52004 14 0.56 6.9 6.1 750 X 440 MW-1 8/122004 290 30 31 63 1,900 970 MW-1 1221/2004 15 <1,200 200 <380 <25,000 690 MW-1 3/292005 38 <250 <25 <75 <5,000 380 MW-1 6/142005 100 <250 1 170 400 <5,000 450 1600 MW-2 1/62003 61 Q 7.8 3.3 590 900 NA MW-2 5/152003 <0.25 0.130 <0.22 <0.39 <50 120 NA MW-2 829/2003 <0.25 0.12 <0.22 <0.39 <50 <100 NA MW-2 11/172003 <0.25 0.12 <0.22 <0.39 <50 <100 NA MW-2 2/142004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-2 5/52004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-2 8/122004 <0.25 <0.11 <0.22 <0.39 <50 230 NA MW-2 12212004 <0.50 <5.0 6.2 <1.5 1300 <100 NA MW-2 3/292005 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-2 6/142005 <0.50 1 <5.0 9.3 <1.5 1 190 <100 1.6 MW-3 1/6/2003 <1 1 <2 2.3 <2 <200 500 NA MW-3 5/152003 <0.25 <0.11 0.89 <0.39 <50 <100 NA MW-3 8292003 <0.25 0.18 <0.22 <0.39 <50 <100 NA MW-3 11/172003 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-3 2242004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-3 5/52004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-3 8/122004 <0.25 <0.11 <0.22 <0.39 <50 150 NA MW-3 12212004 <0.50 <5.0 2.5 <1.5" <100 <100 NA MW-3 3292005 <0.50 <5.0 2.5 <1.5 <100 <100 NA MW-3 6/142005 <0.50 <5.0 3.0 <1.5 <100 <100 <1 MW-4 1/62003 12,000 36,000 2,700 16,900 130,000 390,000 NA MW4 5/152003 760 5,700 800 8,800 23,000 46,000 NA MW4 8292003 1,000 4,400 1,200 8,200 29,000 25,000 NA MW4 11/172003 480 3,700 1,200 9,300 26,000 15,000 NA MW-4 2242004 430 2,000 1,400 10,000 26,000 9,200 NA MW4 5/52004 130 320 310 3,000 11,000 17,000 NA MW4 8/122004 10 <2.2 <4.4 66 1,100 2,300 NA MW-4 12212004 96 <5.0 <0.50 53 3,600 2,300 NA MW-4 3292005 48 <250 73 <75 20,000 39000 NA MW-4 6/142005 5.5 <5.0 1 <0.50 1 <1.5 1 <100 1 220 <1 TABLE 2 GROUNDWATER ANALYTICAL RESULTS TPI Petroleum Store No. 4107 Well Sample Ethyl - Date Benzene Toluene benzene Xylene TVPH/GRO TEPH/DRO MTBE ug/L ug/L ug/L ug/L u ug/L MW-5 1/6/2003 200 630 940 4,1010 21,000 12,000 NA MW-5 5/15/2003 300 180 450 2,000 9,600 21,000 NA MW-5 MW-5 MW-5 8/29/2003 11/17/2003 2/24/2004 190 73 12 120 2.5 8.0 440 12 12 1,000 43 33 8,700 1,300 1,700 H 8,800 3,500 2,500 NA NA NA MW-5 MW-5 MW-5 MW-5 5/5/2004 8/122004 1221/2004 3/292005 1.9 7.2 39 0.48 1.8 <250 0.76 9.1 1 98 7.6 11 210 650 H 660 <5,000 NA 1,200 3,900 NA NA 1 NA Free Product MW-5 6/142005 Not Sampled MW-6 MW-6 MW-6 MW-6 MW-6 MW-6 MW-6 MW-6 MW-6 5/152003 8292003 11/172003 2242004 5/52004 8/122004 12212004 3292005 6/142005 30 56 420 1,100 15,000 11,000 60 22 430 1,100 18,000 6,600 5.4 3.8 130 310 4,100 1,800 5.2 4.0 140 280 4,600 H 2,200 4.4 3A 140 270 4,500 2,700 5.6 4.2 140 260 5,200 1,700 <2.5 <25 160 320 7,900 6,000 3.6 <25 80 250 9,500 2,100 8.6 <25 230 740 9,000 8,900 NA NA NA NA NA NA NA NA 130 MW-7 1/152003 78 MW-7 092003 180 MW-7 11/17/2003 2,000 MW-7 2242004 100 MW-7 5/52004 37 MW-7 8/122004 220 MW-7 12212004 720 MW-7 3292005 470 MW-7 6/14/2005 180 1 MW-8 5/152003 300 MW-8 8292003 200 MW-8 l l/172003 200 MW-8 2242004 26 MW-8 5/52004 20 MW-8 8/122004 37 MW-8 12212004 60 MW-8 3292005 68 MW-8 1 6/142005 1 88 1 MW-9 5/152003 2.9 MW-9 8292003 <0.25 MW-9 11/172003 <0.25 MW-9 2242004 <0.25 MW-9 5/52004 <0.25 MW-9 8/122004 <0.25 MW-9 12212004 <0.50 1 MW-9 3292005 1.3 2.1 2.7 <0.55 0.13 0.33 <250 <500 <120 570 96 180 14 4.1 3.5 <250 91 94 1 0.76 1 0.12 <0.11 <0.11 <0.11 <0.11 <5.0 70 2.2 110 2.2 0.73 5.80 45 <50 15 830 230 170 50 33 58 350 400 73 1 0.27 <0.22 <0.22 <0.22 <0.22 <0.22 <0.50 45- 72 22 2.2 0.53 0.79 <75 <150 <38 1,900 510 470 68 22 22 800 1,300 140 2.2 <0.39 <0.39 <0.39 <0.39 <0.39 <1.5 1 1,800 3,500 7,500 800 820 X 1,800 6,200 <10,000 <2,500 1 11,000 5,600 3,200 H 1,800 X 1,300 X 1,500 8,900 39,000 2,400 <50 <50 <50 <50 <50 <50 <100 820 1,100 530 130 150 190 800 780 260 3,800 2,800 1,200 950 700 410 3,600 2,200 710 <100 <100 <100 <100 <100 <100 <100 NA NA NA NA NA NA NA NA 4,500 NA NA NA NA NA NA NA NA 1,500 NA NA NA NA NA NA NA Could not locate MW-9 6/14/2005 Could not locate Bid Tab 7048 Mason Bike/Pedestrian Trail - Spring Creek to Prospect Road Addendum 1 FORCE ACCOUNT ITEMS 700.70010 F/A MINOR CONTRACT REVISIONS FA 1 $50,000.00 $50,000.00 700.70016 F/A FUEL COST ADJUSTMENT FA 1 S1,000.00 $1,000.00 700.70021 F/A ON-THE-JOB TRAINEE HR 0 $0.00 $0.00 700.70023 F/A OJT COLORADO TRAINING PROGRAM FA 1 $300.00 $300.00 700.70038 F/A EROSION CONTROL FA 1 $5,000.00 $5,000.00 700.70042 F/A RAILROAD FLAGGING FA 1 $5,600.00 $5,600.00 700.70310 F/A LANDSCAPING FA 1 $1,000.00 $1,000.00 700.70589 F/A ENVIRONMENTAL HEALTH & SAFETY MANAGEMENT FA 1 $10,000.00 $10,000.00 TOTAL COST $ TOTAL IN WORDS ACCEPTANCE OF FUEL COST ADJUSTMENTS: Bidders have the option to accept Fuel Cost Adjustments in accordance with the Revision of Section 109 - Fuel Cost Adjustment. To accept this standard special provision, the bidder must fill in an "X" next to "YES" below. No Fuel Cost Adjustment will be made due to fuel cost changes for bidders who answer "NO". If neither line is marked, the Department will assume the bidder rejects Fuel Cost Adjustments for this project. After bids are submitted, bidders will not be given any other opportunity to accept or reject this adjustment. (Mark only one line with an "X"): YES, I choose to accept Fuel Cost Adjustments for this project NO, I choose NOT to accept Fuel Cost Adjustments for this project (if neither line is marked, the default is "NO", I choose NOT to accept Fuel Cost Adjustments for this project. TABLE 2 GROUNDWATER ANALYTICAL RESULTS TPI Petroleum Store No. 4107 Well Sample Ethyl - Date Benzene Toluene benzene Xylene TVPH/GRO TEPH/DRO MTBE ug/L ug/L ug/L ug/L ug/L ug/L ug/L MW-10 5/15/2003 4.2 0.48 0.79 6.2 140,000 110 NA MW-10 8/29/2003 0.32 0.20 <0.22 <0.39 <50 <100 NA MW-10 11/17/2003 <0.25 <0.11 0.26 <0.39 <50 <100 NA MW-10 2/24/2004 <0.25 <0.11 <0.39 <0.39 <50 <100 NA MW-10 5/5/2004 2.30 <0.50 M 15.0 0.7 650 H 820 NA MW-10 8/12/2004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-10 12/21/2004 3.8 <5.0 0.77 <1.5 290 220 NA MW-10 3/29/2005 NS NS NS NS NS NS NA MW-10 6/14/2005 1.2 <5.0 1 1.2 <1.5 110 170 <1 MW-11 9/25/2003 3.4 0.26 34.0 <0.39 120 <100 NA MW-11 11/17/2003 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-11 2/24/2004 <0.25 <0.I1 <0.22 <0.39 <50 <100 NA MW-11 5/52004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-L1 8/12/2004 0.37 0.21 0.87 <0.39 <50 <100 NA MW-11 1221/2004 0.83 <5.0 <0.50 <1.5 <100 <100 NA MW-11 3292005 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-11 6/142005 <0.50 <5.0 <0.50 <1.5 <100 <100 <1 MW-12 9/252003 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-12 11/172003 <0.25 <0.11 <0.22 <0.39 I40 X <100 NA MW-12 2242004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-12 5/52004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-12 8/122004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-12 12212004 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-12 3292005 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-12 6/142005 <0.50 <5.0 <0.50 <1.5 1 <100 <100 7.8 MW-13 9252003 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-13 11/172003 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-13 2242004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-13 5/52004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-13 8/122004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-13 12212004 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-13 3/29/2005 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-13 6/142005 <0.50 I <5.0 <0.50 <1.5 f <100 <100 <1 MW-14 11/172003 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-14 224/2004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-14 5/52004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-14 8/122004 <0.25 <0.11 <0.22 <0.39. <50 <100 NA MW-14 12212004 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-14 3292005 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-14 6/142005 1 <0.50 1 <5.0 1 <0.50 <1.5 1 <100 I <100 <1 TABLE 2 GROUNDWATER ANALYTICAL RESULTS TPI Petroleum Store No. 4107 Well Sample Date Benzene ug/L Toluene ug/L Ethyl - benzene u Xylene u TVPH/GRO u TEPH/DRO u MTBE ug/L' , MW-15 1I/17/2003 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-15 2R4/2004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-IS 5/5/2004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-15 8/12/2004 <0.25 <0.11 <0.22 <0.39 <50 <100 NA MW-15 12/21/2004 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-15 3/29/2005 <0.50 <5.0 <0.50 <1.5 <100 <100 NA MW-15 6/142005 <0.50 <5.0 <0.50 <I.5 <100 <100 <1 Notes: ug/L - micrograms per liter H - late eluting hydrocarbons present X - unidentified compounds present NA - Not Analyzed RBSL - risk based screening levels Bold numbers indicate levels in excess Colorado RBSLs. BUILDING B NO -A%'P f AKWC LOT— T NO E NO X NO MTBE NO TVPH NO TEPH MW 14 NO _ PROSPECT ROAD B NO sRM NET T NO s�Kx o E 9.3 X NO B 88 MTBE 1.6 MVV-2 T 94 TVPH 190 01 E 74 TEPH NO © "MW=8 X 140 U ASPHALT MTBE 1,500 Fps C TVPH 2,400 OONrRETE ASPHALT TEPH 710 B 100r�1' I I T NO MW-1' E 170 t X 400 WALK MTBE 1,600 B 180 STATIM TVPH NO T NO TEPH 4501 E 15 _T NO \ E 3.0 X NO MTBE NO TVPH NO TEPH NO MISC WELL LEGEND MW-15 0 -MONITORING WELL iaFormerndd 0 MW-3 M NO �TVPH TEPH 220 B = BENZENE T = TOLUENE E = ETHYLBENZENE X = XYLENES TVPH = TOTAL VOLATILE PETROLEUM HYDROCARBONS TEPH = TOTAL EXTRACTABLE PETROLEUM HYDROCARBONS MTBE = METHYL TERTIARY BUTYL ETHER ALL VALUES ARE IN pg/l (LPH) = LIQUID PETROLEUM HYDROCABONS v B 5.5 T NO Not Sampled B 8.6 7 T NO X 740 MTBE 130 TVPH 9,000 TEPH 8.900 X NO 'MTBE 4,500 TVPH NO TEPH 260 MW-71 B NO MW-13 T NO E NO 0 X NO MTBE NO TVPH NO TEPH NO MW &W oe My , B NO T NOE NO 0 X NO MW-15 MTBE NO TVPH NO TEPH I NO BU/LD/NGI CA • CP4 B ND._. T NO MW-12 E X N NO MTBE 7.8 TVPH NO TEPH NO B 1.2 T NO MW-10 0 E 1.2 X NO MTBE NO TVPH 110 TEPH 170 MW-901 Could not locate IIS E NOT NO 0 NO MW-11 BU/LO/NG X NO MTBE NO TVPH NO TEPH NO N 1s 0 Is m eo FWT Rule Engineering,LLC Former TPI Petroleum Store 4107 Groundwater Results Map Sotudons to Regulations for Industry 221 West Prospect Road June 14 2005 Fort Collins, Colorado DATE: 06/20/05 1 1 FILE FIGURE 3 Site Street Address: 221 Prospect Road City: Fort Collins Colorado TABLE 2 - SUMMARY OF SOIL LABORATORY RESULTS Number .;�amplo Dioth -,benzo fil"n thyl F�l m, Ko), K SP-1 --!(E�ile� 11/13/02—SA 0.234 084 0.972 NA 9.68 TWE-13 11/13/02 13 0.0072-- 0.0052 0.0046 0.026 NA — TWN-13 11/13/02 — 13 0.0072 — —70-24 --�.— 0078 --5-- — NA <0.2 TWS-13 —11/-13/02 1-3 00-68 --- 0.009 0.025 .0428 0.104 —NA <0.2 nS-13 —1/ 13/0-2 1-3 —0.0--332 _0.02-16 —70-0-02 0.0128 NA 10.7 T4S- 3 T4S-13 7— 1/13/02 13 --T <0-0E 0,00-2 —70.0-02 <0.2 0.00 7-6 _n T2S-13 11/13/02 13 0.1254 0.055 0.052 0.2014--N—A--r-10.01 <0.2 SCR - 02101/99 26 (mg/Kg) --245 IV" (mg/Kg)l ull & Grease iLnher Analytes r (yq) Ratl6ha NA NA n WC <5 NA NA a RC <5 '4A NA n RC _401 NA —NA n RC <5 NA —NA n—RC —n <5 NA —NA —RC <5 —NA —NA —, —RC No Text " al - Maltz. WS Mao, A aft, ml,",A not 4"V Wy q an a ova W" MAY cup a 0 :j PAW "2" 17 AWN A I 11,1111ps, gs, to 7� AAA- 4 pun, N 0j1WqrQ 1� Sf`,��i:,a,, 0""", W AMC, AS TO K 41 oil r 1. HUM% ."I A AA Wqq plax MAN S&AI't, I , ,� �,Q' . A is , 1 1 v,�,r , 1, A XT moo— Wl Al - got" QA- 011 WON 44, A So ONO Q 1 oil, s -Qly � , ­', , how Q% 10 A, FX&SAA 5— n -IV Wy flow to I 1 A "-T-- Qg, moo" -s- ", 4",iv POP"` ova A- s �x 111". 0�: NJ op A,ran s i AN 41 k" If A_ 00 R's AWK pit 107, p- _0ay 1, INK, 14-0 A*N. 11 to j- - W WWWAP Tom "p dA so � , , , ­,%w0-- V� fills InfoMap Technologies Incorporated Environmental FirstSearchTM Report TARGET PROPERTY: MASON TRAIL PROJECT FORT COLLINS CO 80528 Job Number: 05-1-425 PREPARED FOR: Kumar & Associates Derek Bowman 08-15-05 1 FIRSTS Tel: (610) 430-7530 Fax: (610) 430-7535 Environmental FirstSearch is a registered trademark of FirstScarch Technology Corporation. All rights reserved. Environmental FirstSearch Search Summary Report Target Site: MASON TRAIL PROJECT FORT COLLINS CO 80528 rirstSearcn Stemma Database Set Updated Radius Site 1/8 1/4 1/2 1/2> ZIP TOTALS NPL Y 05-17-05 1.00 0 0 0 0 0 0 0 CERCLIS Y 04-14-05 1.00 0 0 0 0 1 0 1 NFRAP Y 06-23-04 1.00 0 0 0 0 0 2 2 RCRA TSD Y 02-14-05 1.00 0 1 0 0 0 0 1 RCRA COR Y 02-14-05 1.00 0 1 0 0 0 0 1 RCRA GEN Y 02-14-05 0.50 1 7 2 4 - 0 14 ERNS Y 12-31-04 0.50 0 0 1 0 - 1 2 State Sites Y 01-15-05 1.00 0 0 1 0 2 0 3 SWL Y 01-15-05 1.00 0 0 0 0 0 0 0 REG UST/AST Y 01-15-04 0.50 2 11 4 10 - 10 37 Leaking UST Y 01-15-04 1.00 3 12 1 7 38 6 67 - TOTALS - 6 32 9 21 41 19 128 Notice of Disclaimer Due to the limitations, constraints, inaccuracies and incompleteness of government information and computer mapping data currently available to InfoMap Technologies, certain conventions have been utilized in preparing the locations of all federal, state and local agency sites residing in InfoMap Technologies's databases. All EPA NPL and state landfill sites are depicted by a rectangle approximating their location and size. The boundaries of the rectangles represent the eastern and western most longitudes; the northern and southern most latitudes. As such, the mapped areas may exceed the actual area and do not represent the actual boundaries of these properties. All other sites are depicted by a point representing their approximate address location and make no attempt to represent the actual areas of the associated property. Actual boundaries and locations of individual properties can be found in the files residing at the agency responsible for such information. Waiver of Liability Although InfoMap Technologies uses its best efforts to research the actual location of each site, InfoMap Technologies does not and can not warrant the accuracy of these sites with regard to exact location and size. All authorized users of InfoMap Technologies's services proceeding are signifying an understanding of InfoMap Technologies's searching and mapping conventions, and agree to waive any and all liability claims associated with search and map results showing incomplete and or inaccurate site locations. Environmental FirstSearch Site Information Report Request Date: 08-15-05 Requestor Name: Kumar, Associates Standard: ASTM Search Type: AREA Job Number: 05-1425 Filtered Report TARGET ADDRESS: MASON TRAIL PROJECT FORT COLLINS CO 80528 Demographics Sites: 128 Non-Geocoded: 19 Population: NA Radon: NA Site Location Degrees (Decimal) Degrees (Min/See) UTMS Longitude:-105.078963-105:4:44 Easting: 493316.007 Latitude: 40.570661 40:34:14 Northing: 4490890.008 Zone: 13 Comment Comment:MASON TRAIL PROJECT Additional Requests/Services Adjacent ZIP Codes: 1 Mile(s) Services: zn' Code City Name ST Dist/Dir M Requested? Date 80521 FORT COLLINS CO 0.00 -- Y Sanborns No 80523 80524 FORT COLLINS FORT COLLINS CO 0.00 -- CO 0.00 -- Y Y Aerial Photographs No 80525 FORT COLLINS CO 0.00 -- Y Topographical Maps No 80526 FORT COLLINS CO 0.00 -- Y City Directories No Title Search No Municipal Reports No Online Topos No TARGET SITE: TOTAL: 128 Environmental FirstSearch Sites Summary Report MASON TRAIL PROJECT FORT COLLINS CO 80528 GEOCODED: 109 JOB: 05-1-425 MASON TRAIL PROJECT NON GEOCODED: 19 SELECTED: 128 Page No. DB Type Site Name/ID/Status Address Dist/Dir Map ID I CERCLIS POUDRE RIVER SITE NEAR 200 WILLOWSTREET 0.93 NE I CON000801289/NOT PROPOSED FORT COLLINS CO 80524 2 ERNS CGS HOLIDAY INN@ 425 WEST PROS a20 NW 2 521889FIXED FACILITY FORT COLLINS CO 72 ERNS COL ORAD0 STATE UNIVERSITY HEATING PLANT NON GC 3619221FDCED FACILITY FORT COLLINS CO 80523 3 LUST TOTAL #2623 221 WPROSPECT ST Q00 — 3 LUST 4430/CLOSED CSUMOTOR POOL -MAIN CAMPUS FORT COLLINB C0.80526 C201PITK/NST 0.00— 4 5a4- RR nR7c� 738✓0PEN FORT COLLINS CO 80523 ' 3 ' LUST TOTAL #2623 221 WPROSPECTRD 0.00— 3 <iuG ofR/Q f4 9012/0PEN FORTCOLLWS CO 80526 4 LUST SONDRUP INVESTMENTS 1/5 WLAUREL Q05NE 5 26551CLOSED FORT COLLINS CO 80524 LUST SCHRADERSCOUNTRY STORE #410 830SCOLLEGEAVE 0.06NE 6 5733 C to y4 FORT COLLEVS CO 80524 nLUST f SCHRADER S COUNTRYSTORE #160 1601 S COLLEGE AVE Q06 NE 7 �--�� 26291OPEN FORT COLLINS CO 8057 (6 l LUST CARTON OIL CO INC S 830 S COLLECEAVE Q06 NE 6 \� S74WOPEN �,-,�A FORT COLLINS CO 80524 6 LUST ✓ AMOCO OIL #5390 0 t `�� 1800 S COLLEGE AVE 0.08 NE g 35071CLOSED FORT COLLINS CO 80525 N 0I 11 ~ cv 7 LUST ✓ CHEVRON #70243 1600 S COLLEGEAVE Q09 NE 9 M+ Akv 2206CLOSED FORT COLLEVS CO 80525 7 LUST CDOW FT COLLINS 317 WPROSPECT ST NE OFFICE 0.12 NW 10 2698✓CLOSED FORT COLLRVS CO 80525 7 LUST CDOW FT COLLINS 317 WPROSPECTSTNE OFFICE 0.12 NW 10 26871CLOSED FORT COLLINS CO 80525 8 LUST CROW LOWER CHEROKEE PARK WILDLIFE GO NORTHEAST DIVISION -31 a 12 NW 10 24291CLOSED FORT COLLINS CO 80525 8 LUST CDOW LOWER CHEROKEE PARK CIO NORTHEAST DIVISION -31 0.12 NW 10 30041CLOSED FORT COLLINS CO 80525 8 LUST DIAMOND SHAMROCK 4106 � 2025 S COLLEGE AVE a12 SE Y II J feL'�fj 96161OPEN FORT COLLINS CO 80525 r l 9 LUST ✓ TOTAL #2487 CI 2025 S COLLEGE AVE a12 SE II 7617 CioScd. FOR TCOLLINS CO 80525 10 LUST AMOCO #9531 602 S COLLEGEAVE 0.14 NE 12 2708/CLOSED FORT COLLINS CO 80524 10 LUST GARTONOIL INC 429SMASONST Q271VE 13 76VCLOSED FORT COLLINS CO 80524 10 LUST MONTGOMERY WARD #1442 2201 S COLLEGE AVE Q27 SE 14 93431CLOSED FORT COLLINS CO 80522 Mason Trail - Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised for this project as follows: Subsection 201.02 shall include the following: The clearing and grubbing limits shall be as directed by the Engineer or by the Assistant City Forester (Ralph Zentz, 970-221-6302). The Engineer or Assistant City Forester shall be responsible for identifying the trees designated for removal, in addition to the removal of tree branches, stumps, shrubs or any other plant materials. Clearing and grubbing shall include the removal of all trees of caliper 4" and less. The Contractor shall not remove any trees greater than 4" until given written authorization by the Engineer or Assistant City Forester. Trees greater than six (6) inches in diameter shall not be removed between April 1 and August 31 unless directed by the Assistant City Forester. Clearing and grubbing shall include the removal and possibly the trimming of trees, bushes, and shrubs as identified by the Engineer or the Assistant City Forester to be either removed or trimmed. All removed debris shall become the property of the Contractor and shall be removed from the project site, not buried on -site. Clearing and grubbing shall also include the removal of impacted fencing and barricades as directed by the Engineer. Subsection 201.04 shall include the following: PAY ITEM Clearing and Grubbing FHU Reference No. 05-138 29 PAY UNIT Lump Sum Environmental FirstSearch Sites Summary Report TARGET SITE: MASON TRAIL PROJECT FORT COLLINS CO 80528 JOB: 05-1-425 MASON TRAIL PROJECT TOTAL: 128 GEOCODED: 109 NON GEOCODED: 19 SELECTED: 128 Page No. DB Type Site Name/ID/Status Address Dist/Dir Map ID 11 LUST FT COLLINS MAIN 124 W MAGNOLIA AVE 0.33 NE IS 3MOSED FORT COLLINS CO 80524 11 LUST US POSTAL SERVICE 412 S MELDRUM 0.33 NW 16 57SWCLOSED FORT COLLINS CO 80521 11 LUST US POSTAL SERVICE STORAGE GARAGE 412 MELDRUM a33 NW 16 63791CLOSED FORT COLLINS CO 80521 12 LUST GOODING CONOCO 301 S COLLEGE 0.40 NE 17 23811CLOSED FORT COLLINS CO 80521 S LUST DREILING BUILDING 238 S COLLEGEAVE 0.48 NE 8 l8 12351LUST TRUST FORT COLLINS CO 80524 12 LUST LARIMER COUNTY COURT HOUSE 200 WOAK ST a52 NE 19 89211CLOSED FORT COLLINS CO 80522 13 LUST LARIMER COUNTY COURTHOUSE 200WOAKST a51NE 19 16721CLOSED FORT COLLINS CO 80524 13 LUST KMART #4471 2535 S COLLEGE 0.53 SE 20 451VCLOSED FORT COLLINS CO 80525 13 LUST JIFFY LUBE #17 2549 S COLLEGE AVE am SE 21 62941CLOSED FORT COLLINS CO 80525 14 LUST GOODYEAR TIRE CENTER 221 E MOUNTAIN A VE 0.62NE 22 24951CLOSED FORT COLLWS CO 80524 14 LUST RHODES A UTOMOTIVE 401 WMOUNTAINAVE 0.62NW 23 62141CLOSED FORT COLLINS CO 80521 /4 LUST NELSENS AUTO ELECTRIC 361 EMOUNTAINAVE a65NE 24 6941CLOSED FORT COLLINS CO 80524 15 LUST JBS CONVENIENCE STORE 710 E MAGNOLIA ST 0.70NE 25 348SICLOSED FORT COLLINS CO 80524 15 LUST DOWNTOWNDEVELOPMENTAUTHORITY 185 N COLLEGE A VE 0.71 NE 26 5617/CLOSED FORT COLLINS CO 80524 15 LUST LARIMER COUNTY JUSTICE CENTER 201 LA PORTE a 72 NE 27 72721CLOSED FORT COLLINS CO 80522 16 LUST KEN & SUE REYNOLDS 200 N COLLEGE a 73 NE 28 22461CLOSED FORT COLLINS CO 80524 16 LUST CITY HALL EAST 300LAPORTEAVE a74NW 29 7311/CLOSED FORT COLLINS CO 80521 16 LUST WESTERN FOOD PRODUCTS CO INC 500 RIVERSIDE AVE 0.75 NE 30 205&CLOSED FORT COLLINS CO 80524 17 LUST SINCLAIR RETAIL 2600SCOLLEGEAVE a75SE 31 2302/CLOSED FORT COLLINS CO 80521 17 LUST SPRADLEY BARR AUTOPLEX 2601 S COLLEGE AVE 0. 75 SE n 696i/CLOSED FORT COLLINS CO 80525 Environmental FirstSearch Sites Summary Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT TOTAL: 128 GEOCODED: 109 NON GEOCODED: 19 SELECTED: 128 Page No. DB Type Site Name/ID/Status Address Dist/Dir Map ID 173 LUST TOP HAT CAR WASH 215 WDRAKE RD a 75 SW 33 963/0PE1V FORT COLLINS CO 80525 18 LUST ARROWSTARGLAS 216NCOLLEGEAVE Q76NE 34 349MCLOSED FORT COLLINS CO 80524 18 LUST OASIS OIL COMPANY INC 816 E MULBERRYST Q76 NE 3S 3867/CLOSED FORT COLLINS CO 80525 18 LUST R & B FOOD STORE OASIS 816 E MULBEARYST Q 76 NE 35 64451CLOSED FORT COLLINS CO 8OS25 19 LUST HOSPITAL TEXACO 949 E PROSPECT a 77NE 36 68221OPEN FORT COLLINS CO 80525 20 j LUST SHAMROCK 4103 803 RIVERSIDE DR Q82 NE 37 8277 Cl. sr4 FORT COLLINS CO 80524 22 LUST VICKERS #2369 803 RIVERSIDE DR a82NE . 37 4&CLOSED FORT COLLINS CO 80524 22 LUST ELMER HERBERTSON 913 E LAUREL ST 0.82 NE 38 55691CCOSED FORT COLLINS CO 80524 22 LUST TEXACO BULK PLANT #51-633 201 MAPLE 0.85 NE 39 51961CLOSED FORT COLLINS CO 80522 23 LUST RANCH-WAYINC 546WILLOWST 0.85NE 40 2399/CLOSED FORT COLLINS CO 80524 23 LUST FUGATE OIL CO BULK PLANT 225 MAPLE ST a 85 NE 41 30941CLOSED FORT COLLINS CO 80521 23 LUST SINCLAIR BULK FUEL STORAGE 208 MAPLE ST Q86 NE 42 4209/CLOSED FORT COLLINS CO 80521 24 LUST MIMMART#857 1104WELIZABETH Q87NW 43 30SWCLOSED FORT COLLEVS CO 80521 24 LUST GILSDORF GARA GE 1111 WMULBERRYST 0.87NW 44 51831CLOSED FORT COLLINS CO 80521 24 LUST CAMPUS WEST TEXACO 101 S S SHIELDS ST a88 NW 45 6153/CLOSED FORT COLLEVS CO 80521 25 LUST TEXACO #51-633-00 1015SSHMDSST Q88NW 45 46531OPEN FORT COLLINS CO 8OS21 25 LUST SCHRADER OIL CO BULK PLANT 320 NCOLLEGEAVE 0.90 NE 46 22871CLOSED FORT COLLINS CO 80514 25 LUST SCHRADERCOUNTRYSTORE/SCOUT66 32ONCOLLEGEAVE 0.90NE 46 \ 6901/CLOSED FORT COLLINS CO 80524 r 26 \ LUST SCOUT 66 320 NCOLLEGE AVE 0.90 NE 46 \ J 42731OPEN FORT COLLWS CO 80524 26 LUST SCHRADER OIL CO BULK PLANT 320 N COLLEGE A VE Q90NE 46 22231CLOSED FORT COLLINS CO 80524 Environmental FirstSearch Sites Summary Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT TOTAL: 128 GEOCODED: 109 NON GEOCODED: 19 SELECTED: 128 Page,No. —.\` DB Type Site Name/[D/Status Address Dist/Dir 27 LUST 7-ELEVEN #13171 505 S SHIELDS ST 0.90 NW 7807 Cle Kd FORT COLLINS CO 80521 18 LUST TEAM PETROLEUM BULK PLANT 103 & 105 E LINCOLNAVE 0.92 NE 2341/CLOSED FORT COLLINS CO 80514 28 LUST RAPID L UBE 410 NCOLLEGE AVE L 00 NE 4626VCLOSED FORT COLLINS CO 80514 73 LUST COLORADO STATE UNIVERSITY REDENFARM NON GC 7541CLOSED FORT COLLINS CO 80523 73 LUST COLORADO STATE UNIVERSITY MOUNTAIN TEACHING CENTER NON GC 130W/CLOSED FORT COLLINS CO 80523 73 LUST COUNTYSHOP E VINE ST NON GC 40541CLOSED FORT COLLINS CO 80514 74 LUST CSU DAIR Y MAINTENANCE FA CILITY COL ORADOSTATEVNIVERSITY NON GC 412&CLOSED FORT COLLINS CO 80523 74 LUST COLORADO STATE UNIVERSITY STROL FARM NON GC 278/CLOSED FORT COLLINS CO 80523 74 LUST COLORADO STATE FOREST SERVICE SHOP CSU FOOTHILLS CAMPUS BLDG I NON GC 9150/CLOSED FORT COLLINS CO 80523 75 NFRAP LARIMER COUNTY SHOPS E VINE DR NON GC COD9806660101NFRAP--N FORT COLLINS CO 80514 76 NFRAP POUDRE VALLEY GAS COMPANY WILLOW 300 E OF N COLLEGE NON GC COD9838027861NFRAP--N FORT COLLINS CO 80524 29 RCRA COLORADOSTATE UNIVERSITY (STORAGE LAKEANDMASONST 0.01-W COD069712792ITSD FORT COLLINS CO 80523 32 RCRACOR COLORADO STA TE UNIVERSITY (STORAGE LAKEAND MASONST 0.02-W COD06971279Z'CA FORT COLLINS CO 80523 35 RCRAGN USDA-ARS-NPA NATL SEED STORAGE LAB IIII S MASON ST 0.00 — 0081200901311VGN FORT COLLINS CO 80523 36 RCRAGN COLORADO STATE UNIVERSITY (STORAGE LAKEAND MASONSTREET 0.01-W COD069712792ILGN FORT COLLINS CO 80523 36 RCRAGN ROCKY MOUNTAIN STATION 240 W PROSPECT RD Q 03 NW C061223075271VGN FORT COLLINS CO 80526 37 RCRAGN NEW METHOD CLEANERS 1653 S COLLEGE 0.06 NE COD0498580871VGN FORT COLLINS CO 8OS25 38 RCRAGN ONE HOUR MARTINMING 1729 S COLLEGE AVE 0.06 NE COD9815472921VGN FORT COLLINS CO 80525 39 RCRAGN ARAP ROOS NA FOR/PAWNEE NA GRASS 1311 S COLLEGE" 2ND FLOOR R 06 NE C000009107861VGN FORT COLLINS CO 80526 40 RCRAGN ARAP ROOS NA FORIPAWNEE NA GR-RE 1311 S COLLEGE, 3RD FLOOR 0.06 NE C000009110651VGN FORT COLLINS CO 80526 47 48 49 50 50 51 50 51 53 54 55 SS �.. /, p r•icNd Environmental FirstSearch Sites Summary Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT TOTAL: 128 GEOCODED: 109 NON GEOCODED: 19 SELECTED: 128 Page No. DB Type Site Name/ID/Status Address Dist/Dir Map ID 41 RCRAGN CONCENTRA MEDICAL CENTERS 1740 SOUTH COLLEGE AVE a 09 NE 56 COD983767922ISGN FORT COLLINS CO 8OS25 41 RCRAGN CSUUNIVERSITY SERVICES CENTER 601SHOWESST a14NW 57 COR0000015861VGN FORT COLLINS CO 80521 43 RCRAGN USDA ARS - CROPS RESEAR CH LABORA TO 1701 CENTER AVE a23 NW 58 C0912009013WGN FORT COLLBVS CO 80526 44 RCRAGN MONTGOMERYWARDS AUTOCENTER 2201 SOU TH COLLED GE A VE a27SE 14 COD9837907831VGN FORT COLLEVS CO 80525 45 RCRAGN USDA AGRIC RESEARCH SERVICE 301 SOUTH HOWES ST a40 NW 59 C041200901191VGN FORT COLLINS CO 80521 46 RCRAGN THE SHERWIN WILLIAMS CO #7459 2267S COLLEGE AVE a40 SE 60 COR0000014871VGN FORT COLLINS CO 80525 47 RCRAGN STINNETT CLEANERS 120 W OLIVE a42 NE 61 COD0320627541VGN FORT COLLINS CO 80524 48 STATE USDA CROP RESEARCH LAB 17010ENTRE a23NW 58 011105-11YOL CLEANUPAPPLICA FORT COLLINS CO 48 STATE FT COLLINS RR REALIGNI COLLEGE & WILLOW a 99 NE 62 1000-2071VOL CLEANUP APPLICA FT COLLIINS CO 49 STATE FT COLLINS RR REALIGN II COLLEGE & WILLOW 0.99 NE 61 1000-2081VOL CLEANUP APPLICA FT COLLINS CO .-'50 UST DIAMOND SHAMROCK 4107 221 WPROSPECT RD a00— 3 2903 FORT COLLINS CO 80526 --"52 UST TRANSPORTATIONSER VICES 201 WPITKINST 0.00— 4 11278 FORT COLLINS CO 80523 53 UST DURWARD HALL - MAIN CAMPUS COLORADO STATE UNIVERSITY 0.02 -W 50 11558 FORT COLLINS CO 80523 53 UST FORT COLLINS #306 105 PITKINST a04 NE 63 8512 FORT COLLINS CO 80521 ,154 UST SONDRUPINVESTMENTS 115 WLAUREL a05NE S 11728 FORT COLLINS CO 80524 ✓55 UST SCHRADERSCOVNTRYSTORE#410 830SCOLLEGEAVE a06NE 6 4623 FORT COLLINS CO 80524 .,"S6 UST SCHRADERSCOUNTRYSTORE#160 1601 SCOLLEGEAVE 0.06NE 7 2466 FORT COLLINS CO 8OS25 ✓ 57 UST AMOCO #5390 18M S COLLEGE AVE am NE 8 6537 FORT COLLINS CO 8052S . 48 UST CHEVRON #70243 16M S COLLEGE AVE 0.09 NE 9 12916 FORT COLLINS CO 80525 `-'58 UST CDOWNE- FORT COLLINS 317 W PROSPECT ST a 12 NW 10 9304 FORT COLLINS CO 80525 Environmental FirstSearch Sites Summary Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT TOTAL: 128 GEOCODED: 109 NON GEOCODED: 19 SELECTED: 128 Page No. DB Type Site Name/ID/Status Address Dist/Dir Map ID .0,59 UST CDOW LOWER CHEROKEE PARK 317 WPROSPECT a 12 NW 10 11740 FORT COLLINS CO 80525 ✓59 UST CDOWLOWER CHEROKEE PARK 317 WPROSPECT a 12 NW 10 11786 FORT COLLINS CO 80525 ✓60 UST DIAMOND SHAMROCK 4106 2025 S COLLEGEAVE 0.11 SE 11 11175 FORT COLLINS CO 80525 ✓61 UST UGLY DUCKLING CAR RENTAL 602 S COLLEGE AVE 0.14 NE 12 7580 FORT COLLINS CO 80522 L"..61 UST AMOCO #9531 602 S COLLEGE AVE 0.14 NE 12 12016 FORT COLLINS CO 80524 62 UST RENTAL CENTER 2103 S COLLEGE 0.16 SE 64 16789 FORT COLLINS CO 80523 63 UST UNIVERSITYMOTORS 203 WMULBERR Y ST a22NE 65 8438 FORT COLLINS CO 80521 UST SCHRADERS COUNTY STORE #460 429 S MASONST 0.27NE 13 4543 FORT COLLINS CO 80524 65 UST MONTGOMERY WARD #1442 2201 S COLLEGE AVE 0.27 SE 14 3691 FORT COLLINS CO 80522 �/66 UST FORTCOLLINSMAIN 124 WMAGNOLL9 AVE 0.33 NE IS 9702 FORT COLLINS CO 80524 ,_.,,-67 UST US POSTAL SERVICE 412 S MELDRUM 0.33 NW 16 12189 FORT COLLINS CO 80521 ✓ 67 UST US POSTAL SERVICE STORAGE GARAGE 412 MELDRUM 0.33 NW 16 S524 FORT COLLINS CO 80521 ,,-68 UST GOODING CONOCO 301 S COLLEGE 0.40 NE 17 1996 FORT COLLINS CO 80521 69 UST LLOYDS SERVICE 500 GARFIELD ST 0.42 NE 66 10212 FORT COLLINS CO 8OS24 70 UST B & W FIRESTONE 130 W OLIVE ST 0.42 NE 67 3080 FORT COLLINS CO 80524 71 UST VI PONT LABS 220 OLIVE ST 0.45 NE 68 10029 FORT COLLINS CO 80524 71 UST DRELLING BUILDING 238SCOLLEGEAVE 0.48NE 18 13069 FORT COLLINS CO 80524 77 UST COL ORADO STATE FOREST SERVICE SHOP CSU FOOTHILLS CAMPUS BLDG 1 NON GC 15974 FORT COLLWS CO 80523 77 UST COLORADO STATE UNIVERSITY STROL FARM NON GC 13967 FORT COLLINS CO 80523 78 UST COLORADO STATE UNIVERSITY ENVIRONMENTALHEAL THSERVIC NON GC 1593 FORT COLLINS CO 80523 Environmental FirstSearch Sites Summary Report TARGET SITE: MASON TRAIL PROJECT FORT COLLINS CO 80528 TOTAL: 128 GEOCODED: 109 JOB: 05-1-425 MASON TRAIL PROJECT NON GEOCODED: 19 SELECTED: 128 Page No. DB Type Site Name/ID/Status Address Dist/Dir Map ID 79 UST CSU-NATIONALSEED STORAGE COLORADO STATE UNIVERSITY NON GC 4539 FORT COLLINS CO 80523 80 UST CSU-OLD FARM SHOP -AG CAMPUS B116MICROBIOLOGY NON GC 11264 FORTCOLLINS CO 80523 81 UST CSU- STROH- AG CAMPUS B110 MICROBIOLOGY NONGC 11266 FORT COLLINS CO 80S23 81 UST CSU - VET TEACHING HOSPITAL BI10 MICROBIOLOGY NON GC 11254 FORT COLLINS CO 80523 82 UST CDOT CSU COMMUNICA TIONS PITKINAVE NON GC 12398 FORT COLLINS CO 80525 82 UST CDC -FOOTHILLS CAMPUS B110 MICROBIOLOGY NON GC 13109 FORT COLLINS CO 80523 83 UST CSU DAIR Y MAINTENANCE FACILITY COLORADOSTATEUNIVERSITY NON GC 11949 FORT COLLINS CO 80523 0 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT CERCLIS SITE SEARCH ID: 104 DIST/DIR: 0.93 NE MAP ID: 1 NAME: POUDRE RIVER SITE REV: 4/14/05 ADDRESS: NEAR 200 WILLOW STREET IDl: CON000802289 FORT COLLINS CO 80524 ID2: 0802289 LARIMER STATUS: NOT PROPOSED CONTACT: KELCEY LAND PHONE: 3033126393 DESCRIPTION: Coal Tar effusing up from the riverbed, likely from a former Coal Gasification Plant. ACTION/QUALITY AGENCY/RPS START/RAA END ADMIN ORDER ON CONSENT Federal Enforcement 01-28-2004 ADMIN ORDER ON CONSENT Federal Enforcement t 1-10-2004 ADMIN ORDER ON CONSENT Federal Enforcement 06-28-2004 Site Details Page - 1 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT EMERGENCY RESPONSE NOTIFICATION SITE SEARCH ID: 16 DIST/DIR: 0.20 NW MAP ID: 2 �! NAME: CCS REV: 10/10/96 ADDRESS: HOLIDAY INN @ 425 WEST PROSPECT AVE IDI: 521885 FORT COLLINS CO ID2: STATUS: FIXED FACILITY CONTACT: PHONE: SPILL INFORMATION DATE OF SPILL: 10/10/96 PRODUCT RELEASED (1): PAINT QUANTITY (1): 0 UNITS (1): UNK PRODUCT RELEASED (2): SOLVENT QUANTITY (2): 0 UNITS (2): UNK PRODUCT RELEASED (3): QUANTITY (3): UNITS (3): MEDIUM/MEDIA AFFECTED NO AIR: LAND: YES WATER: YES WATERBODY AFFECTED BY RELEASE: TIME OF SPILL. 0000 GROUNDWATER: NO FIXED FACILITY: NO OTHER: NO SPRING CREEK > CACHE LA POUDRE CAUSE OF RELEASE DUMPING: YES EQUIPMENT FAILURE: NO NATURAL PHENOMENON: NO OPERATOR ERROR: NO OTHER CAUSE: NO TRANSP. ACCIDENT: NO UNKNOWN: NO ACTIONS TAKEN: MATERIAL REMOVED FROM INLET AND CULVERT FLUSHED WITH 12,860 GALLONS OF WATER RELEASE DETECTION: CULVERT TO SPRING CREEK AND CACHE LA POUDRE RIVER EMPLOYEE DUMPING PAINT & SOLVENT INTO CULVERT MISC- NOTES: SEE LETTER IN FILE FROM LARIMER COUNTY HEALTH FOR ADDITIONAL INFORMATION. DISCHARGER INFORMATION 521885 DUN & BRADSTREET N: DISCHARGER ID: TYPE OF DISCHARGER: PRIVATE ENTERPRISE NAME OF DISCHARGER: CCS ADDRESS: 431 EAST CHURCH STREET LEWISVILLE TX 75057- Site Details Page - 2 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID:. 99 DIST/DIR: 0.00 -- MAP ID: 3 NAME: TOTAL #2623 REV: 04/15/05 ADDRESS: 221 W PROSPECT ST IDl: 4430 FORT COLLINS CO 80526 IDZ: LARIMER STATUS: CLOSED CONTACT; PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 7/26/1995 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 126 DIST/DIR: 0.00 -- MAP ID: 4 NAME: CSU MOTOR POOL - MAIN CAMPUS REV: 04/15/05 ADDRESS: 201 PETKIN ST IDI: 738 FORT COLLINS CO 80523 ID2: STATUS: OPEN CONTACT: PHONE: LUST INFORMATION STATUS: Open LOG DATE: 5/1/1996 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 97 DIST/DIR: 0.00 — MAP ID: 3 NAME: TOTAL # 2623 REV: 04/15/05 ADDRESS: 221 W PROSPECT RD IDI: 9012 FORT COLLINS CO 80526 IDZ: LARIMER STATUS: OPEN CONTACT: PHONE: LUST INFORMATION STATUS: Open LOG DATE: 8/12/2002 3:21.15 PM Site Details Page - 3 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 91 DIST/DIR: 0.05 NE MAP ID: 5 NAME: SONDRUP INVESTMENTS REV: 04/15/05 ADDRESS: l 15 W LAUREL IDI: 2655 FORT COLLINS CO 80524 1D2: LARIMER STATUS: CLOSED CONTACT: PRONE: LUST INFORMATION STATUS: Closed LOG DATE: 5/23/1990 Site Details Page - 4 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 REVISION OF SECTION 622 REST AREA AND BUILDING (INFORMATION CENTER) Section 622 of the Standard Specifications is hereby revised for this project as follows: Subsection 622.01, shall include the following: This work includes fabrication and complete installation of one (1) Information Center at the MTC Rest Area. Plan and details reference this item as "Kiosk." Subsection 622.04 shall include the following: The materials and fabrication of steel structure shall be structural steel shapes and appropriate fasteners per Section 509. Performance criteria for the structures are as follows: Engineer roof system capable of withstanding 90 pounds per square foot positive and negative live load applied at 90 degrees to surface, and 250 pounds concentrated walking load applied to 4 square inches of roof panel without buckling, distorting or otherwise damaging panel. Snow load minimum 30 pounds per square foot; dead load minimum 38 pounds per square foot. Wind load; 100 mph. Shelter Manufacturers: Central Denver Iron Works, 4245 Fox Street, Denver, Colorado, 80216. PH: (303) 433- 3180, FAX: (303) 433-6002 RCP Shelters, 959 SE Central Parkway, Stuart, Florida, 34994 PH: 1-800-525-0207, FAX: (722) 288-0207 Classic Recreation, Arizona, 1875 E. Berry Drive, Dewey, Arizona, 86327. PH: 1-800- 697-2195 The materials for the roofing shall be corrugated "S Deck" metal structural roofing, pre -finished 24-gauge hot -dipped galvanized steel, galvalume coating and custom colored finish. Powder coat color: Green (RAL 6004), medium gloss. Roofing Manufacturers: Berridge, "S Deck", 7505 E. 41 st Avenue, Denver, CO 80216, PH: 1-800-735-3703, FAX: (303) 322-3810 AEP-SPAN, 5100 E. Grand Avenue, Dallas, TX 75223, PH: 1-800-527-2503, FAX: (214) 828-1394 Wheeling Corrugated, 1134 Market Street, Wheeling, WV 26003, PH: 1-877-333-0900, FAX: 1-888-786-8707 FHU Reference No. 05-138 42 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 86 DIST/DIR: 0.06 NE MAP ID: 6 NAME: SCHRADERS COUNTRY STORE #410 REV: 06/26/00 ADDRESS: 830 S COLLEGE AVE IDI: 5733 FORT COLLINS CO 80524 ID2: 4623 STATUS: CONTACT: PHONE: TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 4000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Cathodically Protected Steel PIPE MATERIAL OF CONSTRUCTION: Galvanized Steel TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 4000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Cathodically Protected Steel PIPE MATERIAL OF CONSTRUCTION: Galvanized Steel TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 6000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Cathodically Protected Steel PIPE MATERIAL OF CONSTRUCTION: Galvanized Steel TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 6000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Cathodically Protected Steel PIPE MATERIAL OF CONSTRUCTION: Galvanized Steel IS LUST ACTIVE (Y/N)Y N TANK INFORMATION Site Details Page - 5 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JO$: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 85 DISTAHR: 6.06 NE MAP ID: 7 NAME: SCHRADER S COUNTRY STORE Il160 REV: 04/15/05 ADDRESS: 1601 S COLLEGE AVE m1: 2629 FORT COLLINS CO 80525 ID2: STATUS: OPEN CONTACT: PHONE: LUST INFORMATION STATUS: Open LOG DATE: 11/30/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 61 DIST/DIR: 0.06 NE MAP ID: 6 NAME: GARTON OIL CO INC REV: 04/15/05 ADDRESS: 830 S COLLEGE AVE IDI: 5740 FORT COLLINS CO 80524 ID2: LARIMER STATUS: OPEN CONTACT: PHONE: LUST INFORMATION STATUS: Open LOG DATE: 4/10/1991 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 47 DIST/DIR: 0.08 NE MAP ID: 8 NAME: AMOCO OIL #5390 REV: 04/15/05 ADDRESS: 1800 S COLLEGE AVE IDI: 3507 FORT COLLINS CO 80521 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 7/20/1990 Site Details Page - 6 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 54 DIST/DIR: 0.09 NE MAP ID: 9 NAME: CHEVRON #70243 REV: 04/15/05 ADDRESS: 1600 S COLLEGE AVE IDI: 2206 FORT COLLINS CO 80525 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 10/25/1993 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 50 DIST/DIR: 0.12 NW MAP ID: 10 NAME: CDOW FT COLLINS REV: 04/15/05 ADDRESS: 317 W PROSPECT ST NE OFFICE IDI: 2698 FORT COLLINS CO 80526 ID2: STATUS: CLOSED CONTACT: PHONE: :LUST INFORMATION STATUS: Closed 'LOG DATE: 2/12/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 51 DIST/DIR: 0.12 NW MAP ID: 10 NAME: CDOW FT COLLINS REV: 04/15/05 ADDRESS: 317 W PROSPECT ST NE OFFICE IDI: 2687 FORT COLLINS CO 80526 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 12/17/1990 Site Details Page - 7 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 53 DIST/DIR: 0.12 NW MAP ID: 10 NAME: CDOW LOWER CHEROKEE PARK WILDLIFE AREA REV: 04/15/05 ADDRESS: C/O NORTHEAST DIVISION -317 W PROSPECT Ml: 2429 FORT COLLINS CO 80526 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 2/12/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 52 DIST/DIR: 0.I2 NW MAP ID: 10 NAME: CROW LOWER CHEROKEE PARK REV: 04J15/05 ADDRESS: C/O NORTHEAST DIVISION -317 W PROSPECT IDl: 3004 FORT COLLINS CO 80526 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 2/12/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 128 DIST/DIR: 0.12 SE MAP ID: 11 NAME: DIAMOND SHAMROCK 4106 REV: 04/15/05 ADDRESS: 2025 S COLLEGE AVE IDl: 9616 FORT COLLINS CO 80525 ID2: LARIMER STATUS. OPEN CONTACT: PHONE: LUST INFORMATION STATUS: Open LOG DATE: 10/4/2004 7:33:56 AM Site Details Page - 8 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOg: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 98 DISTIDIR: 0.12 SE MAP ID: I NAME: TOTAL #2487 REV: 01/10/01 ADDRESS: 2025 S COLLEGE AVE IDi: 7617 FORT COLLINS CO 80525 ID2: 11175 LARIMER STATUS: CONTACT: PHONE: IS LUST ACTIVE (Y/N)? N TANK INFORMATION TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 12000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 10000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 8000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 10000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic Site Details Page - 9 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOg: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 46 DIST/DIR: 0.14 NE MAP ID: 12 NAME: AMOCO #9531 REV: 04/15/05 ADDRESS: 602 S COLLEGE AVE IDl: 2708 FORT COLLINS CO 80524 m2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 8/10/1992 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 62 DIST/DIR: 0.27 NE MAP ID: 13 NAME: GARTONOIL INC REV: 04/15/05 ADDRESS: 429 S MASON ST ID1: 765 FORT COLLINS CO 80524 102: LARIMER STATUS: CLOSED CONTACT: PHONE: 'LUST INFORMATION STATUS: Closed LOG DATE: 3/27/1997 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 75 DIST/DIR: 0.27 SE MAP ID: 14 NAME: MONTGOMERY WARD #1442 REV: 04/15/05 ADDRESS: 2201 S COLLEGE AVE tDI: 9343 FORT COLLINS CO 80522 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 9/23/2003 10:01:59 AM Site Details Page -10 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 59 DIST/DIR: 0.33 NE MAP ID: 15 NAME: FT COLLINS MAIN REV: 04/15/05 ADDRESS: 124 W MAGNOLIA AVE . ID1: 38 FORT COLLINS CO 80524 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 4/8/1993 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 100 DISTAHR: 0.33 NW MAP ID: 16 NAME: US POSTAL SERVICE REV: 04/15/05 ADDRESS: 412 S MELDRUM MI: 5780 FORT COLLINS CO 90521 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 3/26/1991 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 101 DIST/DIR: 0.33 NW MAP ID: 16 NAME: US POSTAL SERVICE STORAGE GARAGE REV: 04/15/05 ADDRESS: 412 MELDRUM IDl: 6379 FORT COLLINS CO 80521 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 3/4/1998 Site Details Page - I Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 64 DIST/DIR: 0.40 NE MAP ID: 17 NAME: GOODING CONOCO REV: 04/15/05 ADDRESS: 301 S COLLEGE IDI: 2381 FORT COLLINS CO 80521 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed i LOG DATE: 5/18/1992 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 57 DIST/DIR: 0.48 NE MAP ID: 18 NAME: DREILING BUILDING REV: 04/15/05 ADDRESS: 239 S COLLEGE AVE IDI: 1235 FORT COLLINS CO 90524 ID2: LARIMER STATUS: LUST TRUST CONTACT: PHONE: LUST INFORMATION STATUS: LUST Trust LOG DATE: I 3/23/1994 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 71 DIST/DIR: 0.52 NE MAP ID: 19 NAME: LARIMER COUNTY COURT HOUSE REV: 04/15/05 ADDRESS: 200 W OAK ST IDI: 8921 FORT COLLINS CO 90522 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 5/6/2002 10:02:46 AM Site Details Page - 12 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 72 DIST/DIR: 0.52 NE MAP ID: 19 NAME: LARIMER COUNTY COURTHOUSE REV: 04/15/05 ADDRESS: 200 W OAK ST IDl: 1672. FORT COLLINS CO 80524 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 10/25/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 70 DIST/DIR: 0.53 SE MAP ID: 20 NAME: WART #4471 REV: 04/15/05 ADDRESS: 2535 S COLLEGE IDl: 4512 FORT COLLINS CO 80525 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 9/6/1991 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 68 DIST/DIR: 0.58 SE MAP ID: 21 NAME: JIFFYLUBE#17 REV: 04/15/05 ADDRESS: 2549 S COLLEGE AVE IDl: 6294 FORT COLLINS CO 80525 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 2/9/1998 Site Details Page - 13 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 65 DIST/DIR: 0.62 NE MAP ID: 22 NAME: GOODYEAR TIRE CENTER REV: 04/15/05 ADDRESS: 221 E MOUNTAIN AVE ]DI: 2495 FORT COLLINS CO 80521 ID2: L`\RIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 1/22/1997 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 81 DISTAHR: 0.62 NW MAP ID: 23 NAME: RHODES AUTOMOTIVE REV: 04/15/05 ADDRESS: 401 W MOUNTAIN AVE IDl: 6214 FORT COLLINS CO 80521 M2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 1/21/1998 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 76 DIST/DIR: 0.65 NE MAP ID: 24 NAME: NELSENS AUTO ELECTRIC REV: 04/15/05 ADDRESS: 361 E MOUNTAIN AVE IDl: 694 FORT COLLINS CO 80524 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 5/24/1999 Site Details Page -14 Mason Trail — Spring Creek to Prospect Project Special Provisions June, 2009 CDOT Project No. AOC M455-090 CDOT Subaccount No. 16584 -2- REVISION OF SECTION 622 REST AREA AND BUILDINGS (Information Center) The materials for the bulletin board shall be 5/8" marine grade A/B plywood faced (one side) with clear polycarbonate, thickness per industry standard, and engineered to the same structural criteria as the rest of the shelter. Back of bulletin board shall be powder coated 22 gauge perforated steel with 1/8" holes on staggered'/d' centers. Frames for the bulletin board shall be structural steel and have no bolts or connectors that protrude more than 3/8". Frames shall allow for replacement of polycarbonate without damage to the frames. The structures shall be direct buried in concrete footings. Submit engineered shop drawings for the footing and structures. Fasten the metal roofing to the steel structure per manufacturer's recommendations. Place fasteners through the high point of the corrugation. Provide steel fascia on all sides to match roofing. Subsection 622.20 shall include the following: 1. Bench: 1. Victor Stanley Model RB-28 Bench. Powder coat color: Green (RAL 6004), medium gloss. As manufactured by Victor Stanley, Inc. P.O. Drawer 330, Dunkirk, Maryland 20754 USA. PH: 1-800-368-2573 (USA & Canada), Fax: (410) 257-7579. 2. DuMor, Inc. 6 ft. bench, Model #94. Powder coat color: Green (RAL 6004), medium gloss. As manufactured by DuMor, Inc., P.O. Box 142, Mifflintown, PA, 17059. PH: 1-800-598-4018, FAX: (717) 436-9839. 3. Kay Park Recreation Model # IVB72PC. Finish: Powder coat color: Green (RAL 6004), medium gloss. Available from Kay Park 1301 Pine Street, Janesville, IA 50647. PH: (319) 987-2313, FAX: (319) 987.2900. 4. Or equal as approved by the Engineer, meeting or exceeding the following: a. 1/2" thick by 2" wide steel end frames. b. Steel slats are formed from sections of 1/4" thick by 1 1/2" solid steel bar. c. Polished welds where the vertical steel bars meet at top of bench forming a continuous surface from the top tubular section to each ribbon. This adds structural integrity, aesthetic appeal and comfort. d. Reverse contour for comfort. e. Fully welded construction. f. All fabricated steel components are shot -blasted, chemically etched and phosphated, preheated and then electrostatically powder coated. g. Superior powder coated finish (8-10 mils thick) h. Mechanical post -coating joint sealer at every metal to metal connection to prevent rusting. FHU Reference No. 05-138 43 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 67 DIST/DIR: 0.70 NE MAP ID: 25 NAME: J$S CONVENIENCE STORE REV: 04/15/05 ADDRESS: 710 E MAGNOLIA ST IDI: 3485 FORT COLLINS CO 80521 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: L ST INFO STATUS: NATION Closed LOG DATE: 10/5/1993 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 56 DISTIDIR: 0.71 NE MAP ID: 26 NAME: DOWNTOWN DEVELOPMENT AUTHORITY REV: 04/15/05 ADDRESS: 185 N COLLEGE AVE IDI: 5617 FORT COLLINS CO 80524 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 10/1/1996 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 73 DISTIDIR: 0.72 NE MAP ID: 27 NAME: LARIMER COUNTY JUSTICE CENTER REV: 04/15/05 ADDRESS: 201 LA PORTE IDI: 7272 FORT COLLINS CO 80522 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 2/24/1999 Site Details Page -15 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 69 DIST/DIR: 0.73 NE MAP ID: 28 NAME: KEN & SUE REYNOLDS REV: 04/15/05 ADDRESS: 200 N COLLEGE IDI: 2246 FORT COLLINS CO 80524 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 11/16/1995 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 55 DIST/DIR: 0.74 NW MAP ID: 29 NAME: CITY HALL EAST REV: 04/15/05 ADDRESS: 300 LAPORTE AVE IDI: 7311 FORT COLLINS CO 80525 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 3/5/1999 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 103 DIST/DIR: 0.75 NE MAP ID: 30 NAME: WESTERN FOOD PRODUCTS CO INC REV: 04/15/05 ADDRESS: 500 RIVERSIDE AVE IDI: 2058 FORT COLLINS CO 80524 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: &29/1990 Site Details Page - 16 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 90 DIST/DIR: 0.75 SE MAP ID: 31 NAME: SINCLAIR RETAIL REV: 04/15/05 ADDRESS: 2600 S COLLEGE AVE IDI: 2302 FORT COLLINS CO 80525 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 3/8/1991 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 92 DIST/DIR: 0.75 SE MAP ID: 32 NAME: SPRADLEY BARR AUTOPLEX REV: 04/15/05 ADDRESS: 2601 S COLLEGE AVE ]DI: 6965 FORT COLLINS CO 80525 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 10/28/1998 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 96 DIST/D[R: 0.75 SW MAP ID: 33 NAME: TOP HAT CAR WASH REV: 04/15/05 ADDRESS: 215 W DRAKE RD IDl: 963 FORT COLLINS CO 80525 ID2: LARIMER STATUS: OPEN CONTACT: PHONE: LUST INFORMATION STATUS: Open LOG DATE: 6/2511992 Site Details Page - 17 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 48 DIST/DIR: 0.76 NE MAP ID: 34 NAME: ARROWSTARGLAS REV: 04/15/05 ADDRESS: 216 N COLLEGE AVE IDI: 3498 FORT COLLINS CO 80524 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed --- LOG DATE: 5/30/1991 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 77 DIST/DIR: 0.76 NE MAP ID: 35 NAME: OASIS OIL COMPANY INC REV: 04/15/05 ADDRESS: 816E MULBERRY ST IDI: 3867 FORT COLLINS CO 80525 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 11/29/1990 SEARCH ID: 78 NAME: R & B FOOD STORE / OASIS ADDRESS: 816 E MULBERRY ST FORT COLLINS CO 80525 LARIMER CONTACT: LUST INFORMATION STATUS: Closed LOG DATE: 4/2/1998 LEAKING UNDERGROUND STORAGE TANKS DIST/DIR: 0.76 NE REV: 04/15/05 IDI: 6445 ID2: STATUS: CLOSED PHONE: MAP ID: 35 Site Details Page - 18 Environmental Firsdearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JpB: 05-I-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 66 DIST/DIR: 0.77 NE MAP ID: 36 NAME: HOSPITAL TEXACO REV: 04/15/05 ADDRESS: 949 E PROSPECT IDl: 6822 FORT COLLINS CO 80525 ID2: LARIMER STATUS: OPEN CONTACT: PHONE: LUST INFORMATION STATUS: Open LOG DATE: 8/27/1998 Site Details Page -19 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOg: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 88 DIST/DIR: 0.82 NE MAP ID: 37 NAME: SHAMROCK 4103 REV: 01/10/01 ADDRESS: 803 RIVERSIDE DR IDI: 8277 FORT COLLINS CO 80524 ID2: 4609 STATUS: CONTACT. PHONE: IS LUST ACTIVE (Y/N)? N TANK INFORMATION TANK STATUS: Permanently Out of Use TANK INSTALLED DATE: TANK CAPACITY: 10000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Asphalt Coated or Bare Steel PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Permanently Out of Use TANK INSTALLED DATE: TANK CAPACITY: 10000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Asphalt Coated or Bare Steel PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 12000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 8000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 8000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Currently In Use TANK INSTALLED DATE: TANK CAPACITY: 6000 GALLONS TANK CONTENTS: Diesel TANK MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Permanently Out of Use TANK INSTALLED DATE: TANK CAPACITY: 10000 GALLONS TANK CONTENTS: Gasoline - Continued on next page - Site Details Page - 20 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 88 DIST/DIR: 0.82 NE MAP ID: 37 NAME: SHAMROCK 4103 REV: 01/10/01 ADDRESS: 803 RIVERSIDE DR IDI: 8277 FORT COLLINS CO 80524 ID2: 4609 STATUS: CONTACT: PHONE: TANK MATERIAL OF CONSTRUCTION: Asphalt Coated or Bare Steel PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic TANK STATUS: Permanently Out of Use TANK INSTALLED DATE: TANK CAPACITY: 10000 GALLONS TANK CONTENTS: Gasoline TANK MATERIAL OF CONSTRUCTION: Asphalt Coated or Bare Steel PIPE MATERIAL OF CONSTRUCTION: Fiberglass Reinforced Plastic Site Details Page - 21 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 102 DIST/DIR: 0.82 NE MAP ID: 37 NAME: VICKERS #2369 REV: 04/15/05 ADDRESS: 903 RIVERSIDE DR IDI: 48 FORT COLLINS CO 80524 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 5/10/1996 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 58 DIST/DIR: 0.82 NE MAP ID: 38 NAME: ELMER HERBERTSON REV: 04/15/05 ADDRESS: 913 E LAUREL ST IDI: 5569 FORT COLLINS CO 80524 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 4/8/1993 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 95 DIST/DIR: 0.85 NE MAP ID: 39 NAME: TEXACO BULK PLANT #51-633 REV: 04/15/05 ADDRESS: 201 MAPLE IDI: 5196 FORT COLLINS CO 80522 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 9/10/1990 Site Details Page - 22 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1-425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 79 DIST/DIR: 0.85 NE MAP ID: 40 NAME: RANCH -WAY INC REV: 04/15/05 ADDRESS: 546 WILLOW ST ID1: 2399 FORT COLLINS CO 80524 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 2/12/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 60 DIST/DIR: 0.85 NE MAP ID: 41 NAME: FUGATE OIL CO BULK PLANT REV: 04/15/05 ADDRESS: 225 MAPLE ST ]DI: 3094 FORT COLLINS CO 80521 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 2/5/1992 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 89 DIST/DIR: 0.86 NE MAP ID: 42 NAME: SINCLAIR BULK FUEL STORAGE REV: 04/15/05 ADDRESS: 208 MAPLE ST IDI: 4209 FORT COLLINS CO 80521 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 5/28/1997 Site Details Page - 23 Environmental FirstSearch Site Detail Report TARGET SITE: MASON TRAIL PROJECT JOB: 05-1425 FORT COLLINS CO 80528 MASON TRAIL PROJECT LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 74 DIST/DIR: 0.87 NW MAP ID: 43 NAME: MINI MART #857 REV: 04/15/05 ADDRESS: 1104 W ELIZABETH IDI: 3050 FORT COLLINS CO 80521 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 11/16/1994 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 63 DIST/DIR: 0.87 NW MAP ID: 44 NAME: GILSDORF GARAGE REV: 04/15/05 ADDRESS: i I I I W MULBERRY ST IDI: 5183 FORT COLLINS CO 80521 ID2: LARIMER STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 12/12/1990 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 49 DIST/DIR: 0.88 NW MAP ID: 45 NAME: CAMPUS WEST TEXACO REV: 04/15/05 ADDRESS: 1015 S SHIELDS ST IDI: 6153 FORT COLLINS CO 80522 ID2: STATUS: CLOSED CONTACT: PHONE: LUST INFORMATION STATUS: Closed LOG DATE: 12/31/1997 Site Details Page - 24