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Home My WebLink AboutLANDMARK RESIDENCES ON MOUNTAIN AVENUE - FDP - FDP150019 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSN. SHIELDS ST. W. MULBERRY ST. MOUNTAIN AVE. VARIES CONCRETE DRIVE PUBLIC ALLEY (20' ROW) LOT LINE LOT LINE SLOPE VARIES (0.5-3.0%) No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\1022-001_Cover.dwg LAYOUT NAME: CS1 DATE: May 06, 2015 - 11:36am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C0.00 COVER SHEET C. Snowdon A. Boese N.A. MAY 2015 CONTACT INFORMATION PROJECT TEAM: ROF Properties, LLC C/O Firsthand Management LLC 5271 S. Yampa St. Centennial, CO 80015 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\1022-001_Cover.dwg LAYOUT NAME: CS2 DATE: May 06, 2015 - 11:36am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C0.01 GENERAL & CONSTRUCTION NOTES C. Snowdon A. Boese N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 W. MOUNTAIN AVE. (140' ROW) N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CALLAWAY JEFFERY RYAN EDWARDS-CALAWAY LILY NOWELL 112 N. SSHIELDS ST. FORT COLLINS, CO 80521 BEAVERS MARKET INC NO.3 1100 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CHILDRENS HOUSE MONTESSORI SCHOOL LLC 113 N. SHIELDS ST. FORT COLLINS, CO 80521 MH TELE WV WV WV H Y D WV VAULT ELEC MW CONTROL IRR WV H2O IRR VAULT ELEC MH MH MH LID LID LID LID LID LID LID LID LID LID MW MW MW UP UP UP MH TELE WV H Y D WV VAULT ELEC CONTROL IRR W GAS W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT W E X UD UD UD UD UD UD UD UD UD UD UD UD W W W W W W S S S S S S S F W W E E EV E E E E C O CO UP UP UP MH TELE WV H Y D WV VAULT ELEC CONTROL IRR W GAS W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT W E X UD UD UD UD UD UD UD UD UD UD UD UD W W W W W W S S S S S S S F W W E E EV E E E E C O CO UP UP UP MH TELE CONTROL IRR W VAULT GAS W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT E VAULT CABLE VAULT ELEC X X UD UD UD UD UD UD UD UD UD UD UD UD CO CO CO CO CO FFE=24.90 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. ERS MARKET INC NO.3 FORT COLLINS, CO 80521 T COLLINS, CO 80521 GARAGE UP UP UP CONTROL IRR VAULT ELEC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT E VAULT CABLE VAULT ELEC X X UD UD UD UD UD UD UD UD UD UD UD UD CO CO CO CO CO DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 PERFORATED MONITORING WELL W/ OPEN GRATE PERFORATED MONITORING WELL 6" PERFORATED UNDERDRAIN 6" PERFORATED UNDERDRAIN 6" SOLID OUTLET PIPE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Drng\1022-001_EROS.dwg LAYOUT NAME: C3.02 DATE: May 06, 2015 - 11:38am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xTopo] [1022-001_xExst] [1022-001_xPgrad] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] [1022-001 Propsoed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C3.02 EROSION CONTROL DETAILS C. Snowdon B. Ruch N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W X X X X X X X X X VAULT CABLE X X UD DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CALLAWAY JEFFERY RYAN EDWARDS-CALAWAY LILY NOWELL 112 N. SSHIELDS ST. FORT COLLINS, CO 80521 CHILDRENS HOUSE MONTESSORI SCHOOL LLC 113 N. SHIELDS ST. FORT COLLINS, CO 80521 PUBLIC ALLEY 19' EOC-FL 31" ROLLOVER CURB & GUTTER 1' THICKENED EDGE 13' EOC-FL R9' R9' PROPOSED STORM DRAIN SEE SHEET C2.01 EXISTING DRIVE WAY 19' EOC-FL \A1;19' EOC-FL 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 10+00 5020 5024 5020 5024 -20 00 Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 10+25 5020 5024 5020 5024 -20 00 Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 10+50 5020 5024 5020 5024 -20 00 Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 10+75 5020 5024 5020 5024 -20 00 Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 11+00 5020 5024 5020 5024 -20 00 Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 11+25 5020 5024 5020 5024 -20 00 Horizontal Scale 1" = 10' Vertical Scale 1" = 2' 11+50 5020 5024 5020 5024 -20 00 5022.4 5022.41 5023.1 5022.68 C5.00 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. C5.01 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Details\1022-001_DETAILS.DWG LAYOUT NAME: C5.01 DATE: May 06, 2015 - 11:39am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET C5.02 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, unless otherwise approved by the Utility. horizontal separation of ten feet. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. 5. WATER MAIN 3. 2. 1. IN FACE OF CURB C5.03 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER SIDE VIEW C5.04 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner REV. DESCRIPTION BY MM/DD/YY CHK'D 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 NOTE: ALL DIMENSIONS ARE ± 1/2 FOOT. ADVANCED DRAINAGE SYSTEMS, INC. R ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DIA. DET/RET SYSTEM SHEET DRAWING NUMBER: DRAWN BY: DATE: CK'D BY: SCALE: NTS STRUCTURE CONNECTION INSTALLATION DETAIL CKS 10/10/06 1 OF 1 1 UPDATED DRAWING TJR 02/20/07 CKS NOTES: 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. 2. SEE STANDARD DETAILS STD-202 (A-B) THROUGH STD-204 (A-E) FOR STRUCTURE CONNECTIONS, PRODUCT INFORMATION AND DIMENSIONAL PIPE DATA. INSTALLATION RECOMMENDATIONS ARE ALSO SPECIFIED IN TECHNICAL NOTE 5.04: HDPE CONNECTIONS \A1;\A1;2" 4" BEDDING BASE (NO. (NO. 57) 8 OR NO. 89) \A1;2" BEDDING (NO. 8 OR NO. 89) \A1;4" BASE (NO. 57) AQUA-BRIC (TYPE 1) W/ NO. 8 OR NO. 89 JOINT FILLER \A1;COMPACTED SUBGRADE 6" DIA. PVC UNDERDRAIN SLOPE 0.5% MIN NON-WOVEN GEOTEXTILE FABRIC AQUA-BRIC (TYPE 1) W/ NO. 8 OR NO. 89 JOINT FILLER \A1;36" MIN. \A1;6" SUB-BASE (NO. 2) \A1;6" SUB-BASE (NO. 2) \A1;36" MIN. {1.CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING STORMWATER ITEMS IN THE PERMEABLE PAVER PARKING LOT: - COMPACTION OF SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - INSTALLATION OF EDGE RESTRAINT(S) - PLACEMENT AND COMPACTION OF BASE MATERIAL - PLACEMENT OF SETTING BED - PLACEMENT OF UNIT PAVERS - PLACEMENT AND SWEEPING OF JOINT FILLER 2.EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE. 3.INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTRACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. 4.GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE PERMEABLE PAVEMENT SYSTEM. }{5.EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE PRE-CONSTRUCTION MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE, THE UPPER 12 INCHES OF THE SUBGRADE MATERIALS AT THE BASE OF THE SUB-EXCAVATION SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENTS WITHIN 0 TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING. 6.THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 7.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. 8.ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE. }{9.THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE. 10.BASE BID PAVERS SHALL BE AQUA-BRIC (80MM) BY BORGERT PRODUCTS IN THE 'NORTH SHORE' THREE-COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45 HERRINGBONE WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE PERIMETER. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING TO DELINEATE PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR (E.G., 'PEWTER'). 11.CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT. } PAVER SECTION WITH UNDERDRAIN C5.05 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: WV WV WV H Y D WV VAULT ELEC CONTROL IRR WV H2O IRR VAULT ELEC W VAULT ELEC W ELEC VAULT ELEC T GAS GAS X X X X X X X X X X X X X X X X X X X X X X E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT X EXISTING HIGH POINT EXISTING CURB INLET H2 0.97 0.217 H1 0.58 0.014 H3 1.00 0.239 H4 1.00 0.227 h1 h2 CONTROL IRR GAS X X X X X X X X X X X X X X X X X E VAULT CABLE X X X X X X X UD UD UD UD UD UD E EV E E CO CO CO CO CO E E E E E E G G G G G G E G E G G G G G E E E E E E E G G G G G G G G G G UP UP UP DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 W. MOUNTAIN AVE. (140' ROW) N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CALLAWAY JEFFERY RYAN EDWARDS-CALAWAY LILY NOWELL 112 N. SSHIELDS ST. FORT COLLINS, CO 80521 BEAVERS MARKET INC NO.3 1100 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CHILDRENS HOUSE MONTESSORI SCHOOL LLC 113 N. SHIELDS ST. FORT COLLINS, CO 80521 FFE=24.90 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 FFE=25.40 GARAGE FFE=23.77 PROPERTY BOUNDARY 6485 - 5021.47 NAVD 88 6703 - 5023.17 NAVD 88 PUBLIC ALLEY GARAGE FFE=23.76 GARAGE FFE=23.77 GARAGE FFE=23.28 GARAGE FFE=24.11 GARAGE FFE=24.10 GARAGE FFE=24.10 GARAGE FFE=24.11 GARAGE FFE=24.09 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Drng\1022-001_Flood Exhibit.dwg LAYOUT NAME: F1 DATE: May 06, 2015 - 11:39am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xTopo] [1022-001_xExst] [1022-001_xPgrad] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] [1022-001_xFloodplain] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C6.01 FLOODPLAIN EXHIBIT C. Snowdon A. Boese 1"=20' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 NORTH EXISTING CITY FLOODWAY NOTES: 1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD88) 3.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOT, UTILITIES, ETC.) IN THE HIGH RISK FLOOD FRINGE AND FLOODWAY. 4.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. {5.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR LANDMARK RESIDENCES ON MOUNTAIN AVENUE BY NORTHERN ENGINEERING, DATED MAY 6, 2015 FOR ADDITIONAL INFORMATION. 6.A NO RISE CERTIFICATION IS REQUIRED FOR ANY WORK WITHIN THE FLOODWAY SUCH AS UTILITIES, LANDSCAPING, CURB & GUTTER, ETC. 7.ALL HVAC EQUIPMENT IS TO BE LOCATED ON THE ROOFTOP OF THE STRUCTURE. 8.ALL STRUCTURES WITHIN THE FLOODWAY (PICNIC TABLES, BIKE RACKS, ETC.) SHALL BE ANCHORED. 9.DUMPSTER SHALL BE SECURED TO PREVENT OFFSITE FLOATATION DURING A 100-YEAR STORM. 10.NO CRITICAL FACILITIES OR USES MAY BE CREATED IN ANY FLOOD ZONE. 11.A FEMA ELEVATION CERTIFICATION SHALL BE PROVIDED AND APPROVED FOR EACH BUILDING PRIOR TO THE ISSUANCE OF A CERTIFICATION OF OCCUPANCY.} FIELD SURVEY BY: BENCHMARKS: Northern Engineering Service, Inc. Project No. 1022-001 Date: April 23, 2014 CROSS-SECTION (CSL) BASE FLOOD ELEVATION (BFE) ELEVATION NGVD 29 (UNADJUSTED) 5000 20554 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR EXISTING STORM SEWER LINE W/ MH ST D EXISTING ROW LINE EXISTING INLET GRATE LIMITS OF 100-YR FLOOD FRINGE / / / / / / / / / / / / / / / / / / / / / / / / / / / / PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED CURB & GUTTER EXISTING CURB & GUTTER FOR STORMWATER REVIEW ONLY NOT FOR CONSTRUCTION EXISTING HIGH RISK FLOODPLAIN {PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-08 Southwest corner of Mulberry St. and Shields St. on a concrete traffic signal base Elevation = 5030.29 BENCHMARK #2: City of Fort Collins Benchmark 31-97 Southwest corner of Laporte Ave. and Sheilds St., on a concrete traffic signal base. Elevation = 5023.65} LOWEST FLOOR ELEVATION = C BASE FLOOD ELEVATION (BFE) = A MINIMUM HVAC EQUIPMENT ELEVATION BASE = FLOOD B ELEVATION (BFE) = A 18" MIN. 18" MIN. DETAIL NTS SLAB-ON-GRADE COMMERCIAL EL. DESIGNATION NAVD 88 A 5022.99 FT B 5037.00 FT (ROOF) C 5024.90 FT REGULATORY FLOOD PROTECTION ELEVATION 5024.49 FT RESIDENTIAL EL. DESIGNATION NAVD 88 A 5022.87 FT B 5043.54 FT (ATTIC) C 5025.40 FT REGULATORY FLOOD PROTECTION ELEVATION 5024.37 FT h3 h4 N. SHIELDS STREET W. MOUNTAIN AVE. ALLEY UP UP UP UD UD UD UD UD UD CO CO CO CO CO WV WV WV H Y D WV VAULT ELEC CONTROL IRR W VAULT ELEC GAS E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT PROPOSED BUILDING MONITORING WELL W/ OPEN GRATE FOR MINOR STORM 6" PERFORATED UNDERDRAIN 6" PERFORATED UNDERDRAIN EXISTING HIGH POINT EXISTING CURB INLET MAJOR STORM TO OVERTOP DRIVE CUT N. SHIELDS STREET W. MOUNTAIN AVE. ALLEY acres OS2 0.15 0.012 0.19 acres OS1 0.92 0.018 1.00 acres A1 0.80 0.077 1.00 acres B1 0.87 0.056 1.00 acres C1 0.77 0.335 0.96 acres D1 0.68 0.149 0.85 acres OS3 0.35 0.035 0.44 acres OS4 0.95 0.014 1.00 os1 b1 a1 c1 d1 os3 os2 os4 MONITORING WELL W/ OPEN GRATE FOR MINOR STORM MAJOR STORM TO OVERTOP PIPE END w/ CONCRETE COLLAR FOR MINOR STORM MAJOR STORM TO OVERTOP DRAIN BASIN W/ OPEN GRATE FOR MINOR STORM DRAIN BASIN W/ OPEN GRATE FOR MINOR STORM No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Drng\1022-001_DRNG.dwg LAYOUT NAME: DR1 DATE: May 06, 2015 - 11:39am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xPgrad] [1022-001_xPutil] [1022-001_xSite] [1022-001_xTopo] [1022-001_xExst] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C6.00 DRAINAGE EXHIBIT C. Snowdon A. Boese 1"=20' FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION LEGEND: NOTES: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 5013 PROPOSED CONTOUR 93 PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPOSED OVERLAND FLOW DIRECTION CURB & GUTTER EXISTING STORM SEWER LINE PROPERTY BOUNDARY EXISTING INLET GRATE PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED PERMEABLE PAVERS acres B 1.79 0.86 a BASIN ACREAGE DESIGN POINT BASIN DELINEATION MAJOR RUNOFF COEFFICIENT PROPOSED BASIN LINES HISTORIC DRAINAGE EXHIBIT PROPOSED DRAINAGE EXHIBIT DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Details\1022-001_DETAILS.DWG LAYOUT NAME: C5.05 DATE: May 06, 2015 - 11:39am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 1 PAVER SECTION WITH UNDERDRAIN C5.04 NOT TO SCALE B A D MIN DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-104 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH REDUCER OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 2-6-03 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-11-10 EBC B A C MIN CONE STYLE REDUCER NOTE: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY ® ©2010 NYLOPLAST CAP STYLE REDUCER 6" MIN ON 8" - 24" 10" MIN ON 30" 6" MIN ON 8" - 24" 10" MIN ON 30" 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 9-30-99 CJA NON TRAFFIC INSTALLATION BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-394 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH 2 FT X 2 FT STEEL BAR GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 3-22-10 DRAWN BY EBC 6-24-11 EBC (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 12" - 30" 18" MIN WIDTH GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 12" - 24", 10" MIN ON 30" 4" MIN ON 12" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST DRAIN BASIN WITH 2 FT X 2FT STEEL BAR GRATE 1 - 12" - 30" BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAME & GRATE SHALL BE STEEL PER ASTM A36. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - STEEL BAR GRATE SHALL MEET H-20 LOAD RATING. (1) INTEGRATED DUCTILE IRON BASE PLATE TO MATCH BASIN O.D. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ® ©2011 NYLOPLAST 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. (2) STEEL BAR FRAME & GRATE PROVIDE SUMP INSERT CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner TO MANHOLES AND STRUCTURES. 3. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTIONS MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE. © 2007 ADS, INC. VARIES INSURE BACKFILL IS PLACED UNDER PIPE AND PROPERLY COMPACTED 1 1/2 I.D. MIN. 1 1/2 1.D. MIN. FINISH GRADE MANHOLE/STRUCTURE WALL FIRST COUPLER SHOULD BE 18" (045m) FROM WALL OR BE ENCASED IN FLOWABLE FILL BEDDING NATIVE SOIL SUITABLE FOUNDATION FINISH GRADE CLASS I OR II BACKFILL PER ASTM D2321. COMPACTED IN 8" (0.2m) MAX. LIFTS TO A MIN. OF 90% MAX. STANDARD PROCTOR DENSITY MANHOLE OPENING OUTSIDE DIAMETER OF HDPE PIPE 12" (0.3m) MIN. UNDISTURBED EARTH NOT TO SCALE 4 C5.03 DIMENSIONS FOR SLOTTED PVC PIPE SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. 60%%D 90%%D 120%%D A \A1;C \A1;D \A1;B NOT TO SCALE 5 C5.03 MONITORING BASIN 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARS. INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS BOTTOM w/ CAP 12" NYLOPLAST STANDARD H-20 HINGED GRATE (ROTATE TO MATCH PAVER PATTERN) {NOTES}: 1."SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 2.SLOTTED PIPE MAY BE CONTECH A-2000 PERFORATED PIPE, IPGC OR SIMILAR APPROVED EQUIVALENT. 3.ALTERNATE SLOT DIMENSIONS AND PERFORATIONS REQUIRE EXPLICIT APPROVAL OF THE ENGINEER. IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 3'-0" GRATING (SEE DETAIL, THIS DRAWING) %%UGRATING DETAIL 3. 2. WEIGHT: 560 LBS 1. %%UNOTES:%%U %%uISOMETRIC VIEW N.T.S. \A1;\A1;4' 6" \A1;6" \A1;2' \A1;6" N.T.S. \A1;6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN \A1;6" N.T.S. %%USECTION B-B \\A1;A1;6" 3' 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE %%UDESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: %%ULIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. \A1;3' GRATING (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A %%USECTION A-A B B A A SECTION DIRECTION LINE A-SECTION A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES OPEN AREA: 260 SQ. IN. 3'-7" CURB ADJUSTS 4" 2'-7" 6" 3 1/4" TO 9" ANCHORS DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX SINGLE CURB INLET CAD FILE NAME: DETAIL D-43 STORMWATER CONSTRUCTION DETAILS P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Details\1022-001_DETAILS.DWG LAYOUT NAME: C5.04 DATE: May 06, 2015 - 11:39am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 1 C5.03 PVC PIPE BOOT NOT TO SCALE NOT TO SCALE 2 C5.03 ROOF DRAIN CONNECTION \A1;VARIES {\Fsimplex|c0;D = RE: STRUCTURAL} {TOP WAT/FIRE = RE: PLAN} 5' (TYP.) SEE NOTE 1 \pxql;NOTES: {SS INV = RE: PLAN} {FF ELEV = RE: PLAN} 1. SITE CONTRACTOR TO END SEWER AND WATER SERVICES 5' AWAY FROM ALL BUILDINGS (TYP.). BUILDING PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING UTILITIES FROM THIS POINT OF CONNECTION TO RISERS UNDER SLAB. 2.SITE CONTRACTOR TO END FIRE LINE 1' ABOVE FFE INSIDE RISER ROOM AND CAP. \A1;1' (TYP.) NOT TO SCALE 3 C5.03 TYPICAL POINT OF CONNECTION UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL SERVICE WYE DETAIL WW-9 NBJ 4/11/11 NOT TO SCALE 1 TYPICAL CLEANOUT DETAIL C5.02 2. 1. 3. SANITARY SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO LOCATIONS IDENTIFIED ON PLANS. CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE. CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN COMPACTED GRANULAR ELBOW MAIN GRADE AS REQ'D VARIES FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) PVC SDR 35 PIPE OVER CLEANOUT ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS {\LSANITARY SEWER CLEANOUT REQUIREMENTS:} SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE VARIES COMPACTED GRANULAR PVC SDR 35 PIPE & FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW MATERIAL PVC SLIP VALVE BOX AND COVER W/ "SEWER" CAST INTO COVER SCREW-ON WATER TIGHT PLUG 2'x2'x6" DEEP CONCRETE COLLAR 6" MIN. ELBOW SANITARY SEWER PIPE SANITARY SEWER PIPE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Details\1022-001_DETAILS.DWG LAYOUT NAME: C5.03 DATE: May 06, 2015 - 11:39am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 STANDARD CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304, AND ACI 315. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH 4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH = 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER = 2" #5 AND SMALLER AND WWF = 1 1/2" CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH: SLAB AND WALL = 3/4" BEAMS AND COLUMNS = 1 1/2" A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 2. 3. 5. 6. 7. 4. DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STANDARD CONCRETE NOTES 2/22/05 D-41 TDC CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR %%UNOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. \A1;1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED \A1;1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL \A1;PIPE O.D. + 8 IN. \A1;1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL \A1;PIPE O.D. OR 6 IN. MIN. \A1;1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED \A1;PIPE O.D. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. \A1;PIPE O.D. \OR A1;4 1/IN. 8 PIPE MIN. O.D. \A1;PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE %%UNOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 PIPE SIZE BENDS TEE OR DEAD END 22 1/2%%D 45%%D 90%%D 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. %%UTEE %%UTYPICAL BEND %%UTYPICAL CROSS-SECTION %%UDEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES ALL JUNCTION BOXES MUST BE INSTALLED NO MORE THAN 96 INCHES ABOVE THE FLOOR AND HAVE OPEN PROVIDE CLEAR AND UNOBSTRUCTED 2 FT. BY 2 FT. MINIMUM ACCESS TO THE COPPERHORN AND SHUTOFF (IF REQUIRED BY PLUMBING CODE) PRESSURE REDUCING VALVE METERS SHALL NOT BE INSTALLED IN CRAWL SPACES. JUNCTION BOXES SHALL NOT BE INSTALLED IN ATTICS OR CRAWL SPACES. A SECURE SUPPORT IS REQUIRED FOR COPPERHORNS. COPPERHORNS WILL BE INSTALLED SO THAT METERS ARE IN A HORIZONTAL POSITION. 5. 7. 6. 4. 3. 2. GENERAL NOTES: 1. STANDARD 2 IN. DEEP RECESSED (SUGGESTED METHOD) FOR WATER SERVICE LINES SUPPORT OR BRACING REQUIRED WATER SERVICE TO INLET AND OUTLET OF COPPERHORN SHUT-OFF VALVES WITH HANDLES ATTACHED (VERTICAL INSTALLATION RECOMMENDED) AND 48 IN. TO 66 IN. ABOVE FINAL GRADE MOUNT WITHIN 4 FT. OF ELECTRIC METER ELECTRIC BOX (SEE NOTES 2 & 3) 1/2 IN. OR LARGER ELECTRICAL CONDUIT (SEE NOTE 2) (SEE NOTE 4) COPPERHORN 3 IN. MIN. FROM WALL NOT TO SCALE 48 IN. MAX. FROM BASEMENT FLOOR SAME SIDE AS THE ELECTRIC METER AND TERMINATED WITHIN 6 INCHES OF THE COPPERHORN. NO FLEXIBLE ELECTRICAL CONDUIT WILL BE 1/2 INCH OR LARGER ELECTRICAL METALLIC TUBING ONLY, INSTALLED IN CONFORMANCE WITH ARTICLES 347 AND 348 OF THE CURRENT NATIONAL ELECTRIC CODE. CONDUIT MAY NOT EXTEND MORE THAN 75 FEET BETWEEN JUNCTION BOXES. CONDUIT WILL BE CONNECTED TO A RECESSED EXTERIOR ELECTRICAL BOX MOUNTED WITHIN 1 FOOT OF THE FRONT CORNER OF THE STRUCTURE ON THE VALVES. PVC CONDUIT ALLOWED. ACCESS. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD INTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 14 4/11/11 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Details\1022-001_DETAILS.DWG LAYOUT NAME: C5.02 DATE: May 06, 2015 - 11:39am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE. GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 1. 2. 3. 4. 5. 6. 7. 14 IN. MIN. ALLOWED CAST IRON FROST PROOF METER BOX COVER COMPRESSION TYPE CONNECTION LOCK TYPE INLET VALVE TYPE "K" COPPER PIPING 48 IN. 10 IN. INSTALL LID 1/2 INCH ABOVE FINAL LANDSCAPED GRADE FLOW METER BOX METER GENERAL NOTES 2 FT. MAX. CURB BOX 64 IN. (NO OR EXTENSIONS) ALTERATIONS CAST IRON RECESSED LID WITH WORM LOCK RUBBER OR PLASTIC INNER LID NO TREES WITHIN 10 FEET OF METER BOX. NO FOR FITTINGS MIN. OF 5 FT. 18 IN. MAX. ALLOWED 15 IN. RECOMMENDED C.L. OF METER CONNECTION 6 INCH LAYER OF GRAVEL (3/4 IN.- 1 1/2 IN.) UNDER METER BOX CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD EXTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 15 4/11/11 BASIN. 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 NOTE: 1. TO BE USED AT ALL PAVEMENT EXPANSIONS AND CONTINUATIONS MILL PAVEMENT MIN 2" SAW CUT LINE CUT TO CLEAN EDGE EX DEPTH PLUS 2" UP TO 8" THEN EX DEPTH. MAX 30° EXISTING PAVEMENT NEW PAVEMENT NOT TO SCALE 4 C5.01 SAWCUT DETAIL (ON-SITE) \A1;12" \A1;10" \A1;2" \A1;4" \A1;23"%%P AQUA-BRIC PAVER (3{}" DEPTH) CONCRETE/ ASPHALT CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC \A1;24"-36" \A1;SUBGRADE SUB-BASE COURSE (NO. 2) BASE COURSE (NO. 57) BEDDING COURSE (NO. 8) NOT TO SCALE 2 C5.01 PERMEABLE PAVER EDGE RESTRAINT {\L12" EDGE RESTRAINT} \A1;3" CLR 4000 PSI CONCRETE NOT TO SCALE 1 C5.01 PERMEABLE PAVER SECTION (ABUTTING PAVEMENT) 4" 4" 2" 4" 4" 2" 6" OUTLET PIPE SIDE VIEW FRONT VIEW NOT TO SCALE 3 C5.01 CONCRETE COLLAR Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 6" Thick Concrete Sidwalk NOT TO SCALE 1 THICKENED CONCRETE EDGE C5.00 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" Commercial 24" 12" 12" (ON-SITE) No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Details\1022-001_DETAILS.DWG LAYOUT NAME: C5.00 DATE: May 06, 2015 - 11:39am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" OUTFALL CURB & GUTTER 1-1/2" 6" 1-1/2" TO NOT TO SCALE 2 C5.00 PRIVATE CURB & GUTTER 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" INFLOW CURB & GUTTER 1-1/2" 6" 1-1/2" TO (ON-SITE) 5023.2 5022.73 5022.9 5022.55 5022.8 5022.25 5022.4 5022.01 5022.2 5021.84 EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE 31" ROLLOVER CURB & GUTTER G G G G W VAULT ELEC GAS X X X X X X X X X X X X X X X PUBLIC ALLEY 10+00 10+25 10+50 10+75 11+00 11+25 11+50 No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Strt\1022-001_PUBLIC ALLEY_XSCES.dwg LAYOUT NAME: C4.01 DATE: May 06, 2015 - 11:38am CAD OPERATOR: ben LIST OF XREFS: [1022-001 Streets] [1022-001_xPutil] [1022-001_xSite] [1022-001_xExst] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET C4.01 CROSS SECTIONS PUBLIC ALLEY C. Snowdon A. Boese 1"=10' 5040 9+50 10+00 11+00 12+00 12+50 EXISTING GROUND PROPOSED GRADE 5022.41 5022.68 5022.73 5022.55 5022.25 5022.01 5021.84 1.50% -0.50% -1.20% -0.80% PVI STA = 10+00.00 PVI ELEV = 5022.41 PVI STA = 11+71.91 PVI ELEV = 5021.74 PVI STA = 11+08.42 PVI ELEV = 5022.15 PVI STA = 11+39.80 PVI ELEV = 5021.90 75.0' VC HP ELEV = 5022.74 HP STA = 10+42.56 PVI STA = 10+38.36 PVI ELEV = 5022.99 BVCS: 10+00.86 BVCE: 5022.42 EVCS: 10+75.86 EVCE: 5022.54 A.D. = 2.70 K = 27.80 PROPOSED GRADE EXISTING GROUND No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Strt\1022-001_PUBLIC ALLEY.dwg LAYOUT NAME: R1 DATE: May 06, 2015 - 11:38am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xExst] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C4.00 ROADWAY PLAN & PROFILE PUBLIC ALLEY C. Snowdon A. Boese 1"=20' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE RIGHT FLOWLINE PUBLIC ALLEY SCALE : 1" = 20' (H) 1" = 5' (V) ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner VEHICLE CONTROL TRACKING PAD NOT TO SCALE COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO POST. D6461) ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {\LPREASSEMBLED SILT FENCE} JOIN FIRST NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED. POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {\LSILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {INSTALLATION NOTES: }1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. \A1;4" MIN. \A1;4" MIN. {\C256;1 \H0.7x;\S1#2;\H1.429x;" x 1 \H0.7x;\S1#2;\H1.429x;" WOODEN FENCE POSTS} COMPACTED BACKFILL SILT FENCE WATTLE INSTALLATION NOT TO SCALE %%UWATTLES - DETAIL A FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' %%UWATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE %%uCURB INLET WATTLE PROTECTION SETUP%%u SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {\LPERVIOUS INSTALLATION} {\LIMPERVIOUS INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET %%UCONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB %%UCURBSIDE CHECKDAMS SETUP VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES \A1;12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE \A1;12" \A1;2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA NOT TO SCALE WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED DROP INLET BLOCK INLET DROP RUNOFF FILTERED OVERFLOW %%USECTION A-A %%UPLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS %%UAND GRAVEL FILTER A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING %%UWATTLE FILTER DROP INLET INLET %%UPLAN VIEW \A1;ENTRENCH 3" CORNERS. EXCESS AT FRAME. GATHER AND STAPLE TO WITH GEOTEXTILE WRAP WOOD FRAME WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' 1' 6'' MAX. A DEPTH OF 6'' X 6'' BURY GEOTEXTILE AT %%uDROP INLET SILT FENCE BOX FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. { GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. 5. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) DROP INLET PROTECTION NOT TO SCALE 01 C3.02 02 C3.02 04 C3.02 05 C3.02 06 C3.02 SF SF W VTC RS CWA IP 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL ROCK SOCK SECTION ROCK SOCK PLAN 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK JOINTING \A1;12" \A1;12" {ROCK SOCK INSTALLATION NOTES }1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 0-15 MATCHES SPECIFICATIONS FOR \A1;NO. {\H1x;4 COARSE 3/8}" AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL 0-5 BE FRACTURED FACE, ALL SIDES ROCK SOCK NOT TO SCALE 07 C3.02 MANHOLE ROCK BERM SHALL 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %%uSECTION A-A A A %%uPLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %%uSECTION B-B %%uPLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER \A1;3' \A1;2' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN 5" MAX \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER CURB INLET PROTECTION NOT TO SCALE 03 C3.02 IP RAMP RAMP RAMP PERMEABLE PAVERS PERMEABLE PAVERS RIBBON CURB 18" INFLOW CURB & GUTTER LANDSCAPE WALL (HEIGHT VARIES) IP RS RS VTC CWA SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF RS PERFORATED MONITORING WELL W/ OPEN GRATE IP IP PERFORATED MONITORING WELL RS RS RS RS RS RS RS RS IP IP IP IP IP No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Drng\1022-001_EROS.dwg LAYOUT NAME: C3.01 DATE: May 06, 2015 - 11:38am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xTopo] [1022-001_xExst] [1022-001_xPgrad] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] [1022-001 Propsoed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C3.01 EROSION CONTROL PLAN C. Snowdon B. Ruch 1"=10' NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. {14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON EROSION CONTROL NOTES: TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: River District Block Eight MIxed-Use CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Bales, Wattles, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Sewer Service Water Service Curb and Gutter FIELD SURVEY BY: BENCHMARKS: SILT FENCE SF INLET PROTECTION IP WATTLE PROTECTION W ROCK SOCK RS VEHICLE TRACKING PAD VTC SF {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2.TOTAL DISTURBED AREA = 0.62 ACRES 3.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET C0.01 OF THE UTILITY PLAN SET FOR }LANDMARK RESIDENCES ON MOUNTAIN AVENUE,{ PREPARED BY NORTHERN ENGINEERING DATED MAY 6, 2015 FOR ADDITIONAL INFORMATION. }6.REFER TO THE FINAL DRAINAGE REPORT FOR LANDMARK RESIDENCES ON MOUNTAIN AVENUE, DATED MAY 6, 2015 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. GENERAL NOTES: CONCRETE WASHOUT AREA CWA {NOTE:} ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED PROPERTY BOUNDARY CURB & GUTTER PROPOSED INLET {PROJECT DATUM: NAVD88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 3-08 SOUTHWEST CORNER OF MULBERRY ST. AND SHIELDS ST. ON A CONCRETE TRAFFIC SIGNAL BASE ELEVATION = 5030.29 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 31-97 SOUTHWEST CORNER OF LAPORTE AVE. AND SHEILDS ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION = 5023.65 BASIS OF BEARINGS BASIS OF BEARINGS IS THE EAST RIGHT-OF-WAY LINE OF NORTH SHIELDS STREET AS BEARING NORTH 00 35'27" EAST (ASSUMED BEARING).} ORIGINAL FIELD SURVEY BY: NORTHERN ENGINEERING SERVICES PROJECT #1022.001 DATE: APRIL, 23 2014 IP PROPOSED LOT LINE FFE=23.27 GARAGE FFE=23.77 GARAGE FFE=23.78 GARAGE FFE=23.79 GARAGE FFE=24.07 GARAGE FFE=24.08 GARAGE FFE=24.08 GARAGE FFE=24.08 GARAGE FFE=24.08 PERFORATED MONITORING WELL PERFORATED MONITORING WELL W/ OPEN GRATE PERFORATED MONITORING WELL 6" PERFORATED UNDERDRAIN 6" PERFORATED UNDERDRAIN 8" SOLID OUTLET PIPE RAMP RAMP RAMP PERMEABLE PAVERS PERMEABLE PAVERS 18" INFLOW CURB & GUTTER INSTALL TRUNCATED DOME 2-RISERS 2-RISERS 4-RISERS 4-RISERS LANDSCAPE WALL (HEIGHT VARIES) 2-RISERS 2-RISERS 2-RISERS 2-RISERS 2-RISERS PERFORATED MONITORING WELL W/ OPEN GRATE DRAIN BASIN CLEANOUT PIPE END w/ CONCRETE COLLAR DRAIN BASIN CLEANOUT CLEANOUT CLEANOUT CLEANOUT CLEANOUT DRAIN BASIN w/ GRATE DRAIN BASIN w/ GRATE DRAIN BASIN w/ GRATE DRAIN BASIN w/ GRATE DRAIN BASIN DRAIN BASIN PROPOSED ELECTRIC TRANSFORMER No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Grad\1022-001_GRAD.dwg LAYOUT NAME: G1 DATE: May 06, 2015 - 11:37am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xTopo] [1022-001_xExst] [1022-001_xPgrad] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] [1022-001 Propsoed] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C3.00 GRADING PLAN C. Snowdon A. Boese 1"=10' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPOSED BARRIER CURB PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: 2.0%%% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED VERTICAL CURB & GUTTER PROPOSED ELECTRIC TRANSFORMER EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 PROPOSED LOT LINE CO CO CO E E E E E E G G G G G G E G E E E E E E E E G G G G G G G G G G G G E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 W. MOUNTAIN AVE. (140' ROW) N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 BEAVERS MARKET INC NO.3 1100 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CHILDRENS HOUSE MONTESSORI SCHOOL LLC 113 N. SHIELDS ST. FORT COLLINS, CO 80521 PUBLIC ALLEY 6' SIDEWALK PROPOSED 3 4" RESIDENTIAL WATER SERVICE (TYP.) EXISTING FIRE HYDRANT COMMON PRIVATE DOMESTIC WATER SERVICE W W W W W W W W W W W W W W W W W W W W W W W 21' ADDITIONAL RIGHT-OF-WAY PROPOSED 4" RESIDENTIAL SANITARY SERVICE (TYP.) PROPOSED 4" COMMERCIAL SANITARY SERVICE (TYP.) PROPOSED 1" COMMERCIAL WATER SERVICE (TYP.) PROPOSED 4" COMMERCIAL FIRE SERVICE (TYP.) EXISTING 8" WATER MAIN 1" WATER SERVICE 1-1/2" WATER SERVICE APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) EXISTING 8" SEWER MAIN EXISTING STORM INLET GRATE EL=5021.45 BTM SILTED IN FL=5020.05 (W) 8" PROPOSED CLEANOUTS (TYPICAL) EXISTING GAS VALVE EXISTING WATER METER PROPOSED TRANSFORMER PRIVATE STORM LINE TO BE OWNED AND MAINTAINED BY THE HOA DRAIN BASIN A3-1 w/ SOLID LID INV.=5021.03 FG=5023.84 DRAIN BASIN A3 w/ SOLID LID INV.=5020.58 FG=5023.74 MONITORING WELL A6 w/ SOLID LID INV.=5021.05 FG=5023.54 MONITORING WELL A4 w/ SOLID LID INV.=5020.66 FG=5023.43 MONITORING WELL A5 w/ GRATED LID INV.=5020.83 FG=5023.03 MONITORING WELL A7 w/ SOLID LID INV.=5021.13 FG=5022.96 45° BEND INV.=5021.32 FG=5022.85 PIPE END A3-3 w/ CONCRETE COLLAR INV.=5021.34 FG=5021.34 CLEANOUT A2 INV.=5020.17 FG=5022.65 41.40 LF 6" PERF. PVC @ 0.40% 20.11 LF 8" PVC @ 0.40% RELOCATED ELECTRIC VAULT PROPOSED CLEANOUTS (TYPICAL) 19.02 LF 8" PVC @ 0.40% 15.83 LF 4" PVC @ 0.40% DRAIN BASIN A3-2 w/ SOLID LID INV.=5021.12 FG=5023.39 8"x8" TEE INV.=5020.70 FG=5023.88 8"x4" TEE INV.=5020.73 FG=5023.93 8" DRAIN BASIN W/ 8" GRATE INV=5020.86 FG=5024.27 8" DRAIN BASIN W/ 8" GRATE INV=5021.22 FG=5024.36 8"x4" TEE INV.=5020.84 FG=5024.33 4"x8" TEE w/ CLEANOUT INV.=5020.87 FG=5024.46 8"x8" TEE INV.=5020.84 FG=5023.86 8"x4" CROSS INV.=5020.85 (N) FG=5023.92 8"x4" TEE INV.=5020.93 FG=5024.26 4"x8" TEE w/ CLEANOUT INV.=5020.98 FG=5024.43 4"x8" TEE INV.=5020.96 FG=5024.34 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 4"x8" TEE w/ CLEANOUT INV.=5021.10 FG=5024.42 8"x4" TEE INV.=5020.97 FG=5023.89 8"x4" TEE INV.=5021.05 FG=5024.26 8"x4" CROSS INV.=5021.08 (N) FG=5024.34 8" DRAIN BASIN W/ 8" GRATE INV=5021.31 FG=5024.28 90° BEND w/ CLEANOUT INV.=5021.10 FG=5024.21 4"x4" TEE w/ 4"x8" REDUCER (N) INV.=5021.04 FG=5023.92 4" ROOF LEADER 4" ROOF LEADER 8"x8" TEE INV.=5020.96 FG=5023.82 DRAIN BASIN A3-3 INV.=5021.20 FG=5023.04 90° BEND w/ CLEANOUT INV.=5021.26 FG=5022.41 4" ROOF LEADER 4" ROOF LEADER 4" ROOF LEADER 8"x4" TEE INV.=5021.17 FG=5023.51 8"x4" TEE INV.=5021.22 FG=5023.52 8" DRAIN BASIN W/ 8" GRATE INV=5021.14 FG=5024.30 APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) ELEC. METER (TYP.) 8" DRAIN BASIN W/ 8" GRATE INV=5021.02 FG=5024.30 30.44 LF 8" PVC @ 0.40% 103.95 LF 8" PVC @ 0.40% 21.17 LF 6" PERF. PVC @ 0.40% 53.99 LF 6" PERF. PVC @ 0.40% 30.90 LF 8" PVC @ 0.40% 33.84 LF 8" PVC @ 0.40% 5.26 LF 8" PVC @ 0.40% 36.01 LF 8" PVC @ 0.40% 30.23 LF 8" PVC @ 0.40% 16.22 LF 8" PVC @ 0.40% 22.45 LF 8" PVC @ 0.40% 3.72 LF 8" PVC @ 0.40% 28.61 LF 8" PVC @ 0.40% 6.54 LF 8" PVC @ 0.40% 5.98 LF 4" PVC @ 0.40% 18.18 LF 4" PVC @ 2.00% 5.98 LF 4" PVC @ 0.40% 3.71 LF 8" PVC @ 0.40% 20.23 LF 8" PVC @ 0.40% 6.87 LF 8" PVC @ 0.40% 5.30 LF 8" PVC @ 0.40% 3.70 LF 8" PVC @ 0.40% 20.23 LF 8" PVC @ 0.40% 6.89 LF 8" PVC @ 0.40% 11.55 LF 4" PVC @ 2.00% 4.89 LF 8" PVC @ 0.40% 15.00 LF 4" PVC @ 0.40% 3.70 LF 8" PVC @ 0.40% 11.98 LF 8" PVC @ 0.40% 24.12 LF 8" PVC @ 0.40% 2.83 LF 4" PVC @ 2.00% 2.82 LF 4" PVC @ 2.00% GAS METER (TYP.) CONNECT TO EXISTING GAS PROPOSED ELEC. SERVICE PROPOSED GAS SERVICE CONNECT TO EXISTING ELECTRIC PROPOSED SANITARY SERVICE SEE SHEET C2.00 PROPOSED SANITARY SERVICE SEE SHEET C2.00 ELEC. METER (TYP.) GAS METER (TYP.) No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Strm\1022-001_STRM.dwg LAYOUT NAME: C2.01 DATE: May 06, 2015 - 11:37am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xExst] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C2.01 STORM DRAIN PLAN C. Snowdon A. Boese 1"=10' NORTH NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. } 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.ALL INDIVIDUAL WATER SERVICES LINES ARE TO BE INSTALLED WITH A CURB STOP OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.{ 10.REFER TO MECHANICAL PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS BOTH THE MECHANICAL ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 11.WATER SERVICE LINES BEYOND CITY CURB STOPS ADJACENT TO SHIELDS STREET AND SANITARY SEWER SERVICE LINES EXTENDING FROM PUBLIC MAIN IN THE ALLEY ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. }12.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO ANY WORK WITHIN THE HIGH-RISK FLOOD FRINGE AND FLOODWAY. SEE SHEET C6.01 FOR FLOODPLAIN INFORMATION. 13.A NO-RISE CERTIFICATION IS REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN THE FLOODWAY. SEE SHEET C6.01 FOR FLOODPLAIN INFORMATION. 14.SEE FLOODPLAIN EXHIBIT ON SHEET C6.01 FOR FLOODPLAIN EXISTING LOT LINE EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS S W PROPOSED WATER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT EXISTING FIRE HYDRANT H Y D PROPOSED EASEMENT LINE PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner W ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 PROPOSED ELECTRIC TRANSFORMER PROPOSED ASPHALT PATCH PROPOSED LOT LINE CO CO CO E E E E E E G G G G G G E G E E E E E E E E G G G G G G G G G G G G E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G DENEK JASON T/ CHISTINE D 9852 CLAIRTON PL LITTLETON, CO 80126 W. MOUNTAIN AVE. (140' ROW) N. SHIELDS ST. (60' ROW) FRARE BARBARA L 1016 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 BEAVERS MARKET INC NO.3 1100 W. MOUNTAIN AVE. FORT COLLINS, CO 80521 CHILDRENS HOUSE MONTESSORI SCHOOL LLC 113 N. SHIELDS ST. FORT COLLINS, CO 80521 PUBLIC ALLEY 6' SIDEWALK PROPOSED 3 4" RESIDENTIAL WATER SERVICE (TYP.) EXISTING FIRE HYDRANT 20± LF 1-1/2" HDPE W.S. COMMON PRIVATE DOMESTIC WATER SERVICE INSTALL CITY CURB STOP W W W W W W W W W W W W W W W W W W W W W W W 21' ADDITIONAL RIGHT-OF-WAY PROPOSED 4" RESIDENTIAL SANITARY SERVICE (TYP.) PROPOSED 4" COMMERCIAL SANITARY SERVICE (TYP.) PROPOSED 1" COMMERCIAL WATER SERVICE (TYP.) PROPOSED 4" COMMERCIAL FIRE SERVICE (TYP.) 58± LF 1-1/2" HDPE W.S. 23± LF 1-1/2" HDPE W.S. 18± LF 1-1/2" HDPE W.S. 12± LF 1-1/2" HDPE W.S. 18± LF 1-1/2" HDPE W.S. 23± LF 3/4" W.S. 19± LF 3/4" W.S. 27± LF 3/4" W.S. 26± LF 3/4" W.S. 19± LF 3/4" W.S. 44± LF 3/4" W.S. EXISTING 8" WATER MAIN INSTALL 1" WATER SERVICE INSTALL 1-1/2" WATER SERVICE INSTALL 8"X4" WET TAP WITH 4"-G.V. & T.B APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) PRIVATE CURB STOP (TYPICAL) INSTALL 1" METER W/ CURB STOP EXISTING 8" SEWER MAIN 58± LF 4" PVC @ 2.00% S.S. 62± LF 4" PVC @ 2.00% S.S. 55± LF 4" PVC @ 2.00% S.S. 55± LF 4" PVC @ 2.00% S.S. 62± LF 4" PVC @ 2.00% S.S. 22± LF 4" PVC @ 2.00% S.S. SS SERVICE 7 INV.=5017.15 FG=5023.84 SS SERVICE 6 INV.=5016.51 FG=5023.53 SS SERVICE 5 INV.=5016.15 FG=5023.35 SS SERVICE 4 INV.=5016.03 SS SERVICE 3 FG=5023.38 INV.=5015.43 FG=5023.23 SS SERVICE 2 INV.=5015.31 FG=5023.19 INSTALL RESIDENTIAL SERVICE CONNECTION INV.=5013.23 FG=5022.85 96.00 LF 6" PVC @ 2.00% 6.00 LF 6" PVC @ 2.00% 30.00 LF 6" PVC @ 2.00% 6.00 LF 6" PVC @ 2.00% 18.00 LF 6" PVC @ 2.00% 19.71 LF 4" PVC @ 2.00% EXISTING STORM INLET GRATE EL=5021.45 BTM SILTED IN FL=5020.05 (W) 8" PROPOSED CLEANOUT PRIVATE CURB STOP (TYPICAL) PRIVATE CURB STOP (TYPICAL) PRIVATE CURB STOP (TYPICAL) EXISTING GAS VALVE EXISTING WATER METER 1-1/2" x 3 4" TEE W/ STIFFENER (TYPICAL) 1-1/2" x 3 4" TEE W/ STIFFENER (TYPICAL) 1-1/2" x 3 4" TEE W/ 3 4" REDUCER & STIFFENER 49.40 LF 4" PVC @ 2.00% INSTALL 45° BEND INV.=5014.54 FG=5023.51 40.58 LF 4" PVC @ 2.00% INSTALL 45° BEND INV.=5015.35 FG=5024.04 18.30 LF 4" PVC @ 2.00% INSTALL COMMERCIAL SERVICE CONNECTION INV.=5013.22 FG=5022.84 PROPOSED TRANSFORMER PRIVATE STORM LINE TO BE OWNED AND MAINTAINED BY THE HOA RELOCATED ELECTRIC VAULT PROPOSED CLEANOUTS INSTALL 45° BEND INV.=5016.76 FG=5023.51 APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) 4.06 LF 4" PVC @ 2.00% GAS METER CONNECT TO EXISTING GAS PROPOSED ELEC. SERVICE PROPOSED GAS SERVICE CONNECT TO EXISTING ELECTRIC GAS METER GAS METER GAS METER GAS METER ELECTRIC METER PROPOSED UNDERDRAIN SEE SHEET C2.01 PROPOSED STORM DRAIN SEE SHEET C2.01 PROPOSED STORM DRAIN SEE SHEET C2.01 ELECTRIC METER ELECTRIC METER ELECTRIC METER ELECTRIC METER ELECTRIC METER GAS METER ELECTRIC METER PROPOSED CLEANOUTS PROPOSED CLEANOUT PROPOSED CLEANOUT PROPOSED STORM DRAIN SEE SHEET C2.01 GAS METER No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Util\1022-001_UTIL.dwg LAYOUT NAME: C2.00 DATE: May 06, 2015 - 11:37am CAD OPERATOR: ben LIST OF XREFS: [1022-001_xExst] [1022-001_xPutil] [1022-001_xSite] [NES-xborder] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C2.00 UTILITY PLAN C. Snowdon A. Boese 1"=10' NORTH NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. } 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.ALL INDIVIDUAL WATER SERVICES LINES ARE TO BE INSTALLED WITH A CURB STOP OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.{ 10.REFER TO MECHANICAL PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS BOTH THE MECHANICAL ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 11.WATER SERVICE LINES BEYOND CITY CURB STOPS ADJACENT TO SHIELDS STREET AND SANITARY SEWER SERVICE LINES EXTENDING FROM PUBLIC MAIN IN THE ALLEY ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. }12.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO ANY WORK WITHIN THE HIGH-RISK FLOOD FRINGE AND FLOODWAY. SEE SHEET C6.01 FOR FLOODPLAIN INFORMATION. 13.A NO-RISE CERTIFICATION IS REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN THE FLOODWAY. SEE SHEET C6.01 FOR FLOODPLAIN INFORMATION. 14.SEE FLOODPLAIN EXHIBIT ON SHEET C6.01 FOR FLOODPLAIN EXISTING LOT LINE EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED WATER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT EXISTING FIRE HYDRANT H Y D PROPOSED EASEMENT LINE PROPERTY BOUNDARY PROPOSED ASPHALT PATCH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner W ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 PROPOSED LOT LINE MW W VAULT ELEC MW MW MW W S S ELEC VAULT ELEC T GAS GAS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X G G G G OHE OHE OHE OHE OHE OHE OHE OHE OHE W E E E E E E E E E E E E E E E E E T S TRAFFIC VAULT TRAFFIC VAULT TRAFFIC VAULT W W VAULT CABLE VAULT ELEC X X X X X X X G G G G G G G G EXISTING OVERHEAD ELECTRIC TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING GAS LINE TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 8" CONCRETE WALL TO BE REMOVED EXISTING 6" CONCRETE WALL TO BE REMOVED EXISTING MONITORING WELL TO BE REMOVED (TYP.) EXISTING MONITORING WELL TO BE REMOVED (TYP.) EXISTING ELECTRIC LINES TO BE REMOVED EXISTING CONCRETE CURB EXISTING ELECTRIC LINE TO BE REMOVED TO BE REMOVED EXISTING ELECTRIC LINE TO BE REMOVED EXISTING SIGN TO BE REMOVED EXISTING BUILDING (1260) EXISTING SHED TO BE REMOVED EXISTING ELECTRIC LINE TO BE REMOVED EXISTING IRRIGATION ARV TO BE REMOVED EXISTING WATER MANHOLE TO BE REMOVED EXISTING WATER METER TO BE REMOVED EXISTING WATER VALVE TO BE REMOVED EXISTING ELECTRIC VAULT TO BE RELOCATED EXISTING FENCE EXISTING CONCRETE CURB TO BE REMOVED EXISTING FENCE EXISTING FENCE EXISTING MONITORING WELL TO BE REMOVED (TYP.) EXISTING OVERHEAD ELECTRIC TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING ELECTRIC VAULT TO BE REMOVED EXISTING TELEPHONE PEDESTAL EXISTING LIGHT POLE TO BE REMOVED EXISTING WATER METER EXISTING UNDERGROUND STORAGE TANKS TO BE REMOVED EXISTING LIGHT POLE TO BE REMOVED EXISTING FENCE EXISTING BUILDING TO BE REMOVED EXISTING FENCE TO BE RELOCATED (BY OTHERS) / / / / / / / / / / / / / / / / / / / / / / EXISTING WATER SERVICE TO BE ABANDONED AT MAIN / / / / / / / / / / / / / / / / / / / / / / / 10' APPROXIMATE ASPHALT PATCHING (SEE NOTE 7) ENTRANCE TO BE REMOVED SAWCUT LINE EXISTING COLORED CONCRETE HANDICAP RAMP TO BE REMOVED AND REPLACED SAWCUT LINE SIDEWALK TO BE REMOVED BEAVERS MARKET EXISTING PARKING LOT EXISTING DRIVE CUT TO BEAVERS MARKET EXISTING BUILDING EXISTING SANITARY SEWER LOCATION UNKNOWN CONTRACTOR TO LOCATE AND ABANDON AT MAIN 20' APPROXIMATE ASPHALT PATCHING (SEE NOTE 7) EXISTING STORM INLET EXISTING FENCE TO BE REMOVED 12' APPROXIMATE ASPHALT PATCHING (SEE NOTE 7) EXISTING GAS VALVE EXISTING GAS LINE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: May 6, 2015 PROJECT: 1022-001 Sheet Of 18 Sheets LANDMARK RESIDENCES ON MOUNTAIN AVENUE DRAWING FILENAME: D:rojects\1022-001\Dwg\Exist\1022-001_ECON.dwg LAYOUT NAME: EX1 DATE: May 06, 2015 - 11:37am CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [1022-001_xTopo] [1022-001_xExst] These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 301 North Howes Street, Suite 010 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 05.06.15 C1.00 DEMOLITION PLAN EXISTING CONDITIONS & C. Snowdon A. Boese 1"=20' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.} 6.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS 7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY SERVICES AND ABANDON AT THE EXISTING MAIN PER CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS, LATEST ADDITION.} EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR G EXISTING LOT LINE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT & GRAVEL REMOVAL EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: April 23, 2014 EXISTING ELEC/TV E/TV W {1.EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2.HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES. 3.AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4.ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 5.PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF () OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6.ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS." 7.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. }{ 8.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 10.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 11.ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE. 12.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW.} TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 NORTH APPROXIMATE SAWCUT LINE 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage Report for Landmark Residences on Mountain Avenue, dated May 6, 2015 by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by thE construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: Project Datum: NAVD88 Benchmark #1: City of Fort Collins Benchmark 3-08 Southwest corner of Mulberry St. and Shields St. on a concrete traffic signal base Elevation = 5030.29 Benchmark #2: City of Fort Collins Benchmark 31-97 Southwest corner of Laporte Ave. and Sheilds St., on a concrete traffic signal base. Elevation = 5023.65 Basis of Bearings Basis of Bearings is the East right-of-way line of North Shields Street as bearing North 00° 35' 27" East (assumed bearing). 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In 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 need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16. For additional information see separate Preliminary Drainage Report for Landmark Residences on Mountain Avenue. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage Report for Landmark Residences on Mountain Avenue, dated May 6, 2015 by Northern Engineering shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 301 N. Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G N O R T H E RN PLANNER/ LANDSCAPE ARCHITECT These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: PROJECT LOCATION VICINITY MAP NORTH 1"=1500' DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 3-08 Southwest corner of Mulberry St. and Shields St. on a concrete traffic signal base Elevation = 5030.29 BENCHMARK #2: City of Fort Collins Benchmark 31-97 Southwest corner of Laporte Ave. and Sheilds St., on a concrete traffic signal base. Elevation = 5023.65 Basis of Bearings Basis of Bearings is the East right-of-way line of North Shields Street as bearing North 00° 35' 27" East (assumed bearing). Original Field Survey by: Northern Engineering Services Project #1022-001 Date: April, 23 2014 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SHEET INDEX COVER SHEET EXISTING CONDITIONS UTILITY SHEETS GENERAL & CONSTRUCTION NOTES C0.00 C0.01 C1.00 EXISTING CONDITIONS & DEMOLITION PLAN C2.00 UTILITY PLAN DRAINAGE & DRAINAGE C6.00 DRAINAGE EXHIBIT I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. CERTIFICATION STATEMENT: City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner GRADING AND EROSION CONTROL SHEETS C3.02 EROSION CONTROL DETAILS UTILITY PLANS FOR LOCATED IN THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (1032 W. MOUNTAIN AVENUE) LANDMARK RESIDENCES ON MOUNTAIN AVENUE Ripley Design, Inc. Brent Cooper 401 West Mountain Avenue Fort Collins, Colorado 80521 ■ land planning ■ landscape architecture ■ (970) 224-5828 ■ urban design ■ entitlement ■ Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G N O R T H E RN STREET SHEETS PUBLIC ALLEY ROADWAY PLAN & PROFILE C4.00 PUBLIC ALLEY CROSS SECTIONS C4.01 C3.00 GRADING PLAN C3.01 EROSION CONTROL PLAN DETAIL SHEETS C5.00-C5.05 CONSTRUCTION DETAILS GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 Vaught Frye Larson Architects Taylor Meyer, AIA LEED AP BD+C 419 Canyon Avenue, Suite 200 Fort Collins, CO 80521 (970) 224-1191 ARCHITECT VAUGHT FRYE LARSON architects C2.01 STORM DRAIN PLAN C6.01 FLOODPLAIN EXHIBIT