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HomeMy WebLinkAboutCORRESPONDENCE - PURCHASE ORDER - 9200633 (2)Official Purchasing Document Last updated 3/2018 AMENDMENT #1 AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND ABC CONCRETE CO., INC This first Amendment (Amendment #1) is entered into by and between the CITY OF FORT COLLINS (the “City”) and ABC CONCRETE CO., INC. (the “Service Provider”). WHEREAS, the Service Provider and the City entered into an Agreement effective March 13, 2020 (the “Agreement”); and WHEREAS, the Service Provider and the City desire to amend the Agreement to incorporate the FOR CONSTRUCTION drawings; and WHEREAS, the Service Provider, with limited lead time, must obtain a new caisson drilling subcontractor due to COVID-19 quarantining of the original caisson drilling subcontractor. NOW, THEREFORE, in consideration of the foregoing recitals and the mutual promises herein contained, the parties agree as follows: 1. Incorporate the FOR CONSTRUCTION drawings prepared by Interwest Consulting Group, dated March 18, 2020 (attached to this Amendment #1 for reference). 2. The Services completion date shall remain April 15, 2020 and the compensation shall increase by Three Thousand One Hundred Dollars. The new Contract Price shall be Twenty-Six Thousand Eight Hundred Dollars ($26,800). Except as expressly amended by this Amendment #1, all other terms and conditions of the Agreement shall remain unchanged and in full force and effect. In the event of a conflict between the terms of the Agreement and this Amendment #1, this Amendment #1 shall prevail. IN WITNESS WHEREOF, the parties have executed this Amendment #1 the day and year shown. CITY OF FORT COLLINS: By: Gerry Paul Purchasing Director DATE: ABC CONCRETE CO., INC. By: Printed: Title: CORPORATE PRESIDENT OR VICE PRESIDENT Date: Page 1 of 14 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E 4/6/2020 Wil Stevens 4/7/2020 v.P. 10 SITE 9 16 15 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE COVER SHEET 03/18/2020 1''=2000' N/A SB MPO 1320-012-38 1 of 14 CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 vicinity map Scale: 1"=1000' PROJECT DATUM: HORIZONTAL: COLORADO STATE PLANE NORTH ZONE COORDINATES NAD 83(2011) DATUM VERTICAL: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BENCHMARKS: BENCHMARK 1: CITY OF FORT COLLINS BM #36-97 ON THE WEST END OF THE SOUTH HEADWALL OF THE BRIDGE OVER THE NEW MERCER CANAL AT VINE DRIVE JUST EAST OF MERCER DRIVE. ELEVATION=5064.31 BENCHMARK 2: CITY OF FORT COLLINS BM #10-07 SOUTHEAST CORNER OF TAFTHILL ROAD AND LAPORTE AVENUE ON THE NORTHEAST WINGWALL OF THE BRIDGE OVER AN IRRIGATION DITCH. ELEVATION=5062.84 NOTE: IF NGVD29 IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED= NAVD88 - 3.20' ENGINEER Interwest Consulting Group 1218 W. Ash, Suite A Windsor, Colorado 80550 PH. 970.460.1091 Contact: Skylar Brower STRUCTURAL ENGINEER SAN Engineering, LLC 1150 W. Littleton Blvd Littleton, COLORADO 80120 PH. 303.953.9014(x111) N. TAFT HILL ROAD LARIMER CANAL NO. 2 CITY OF FORT COLLINS NATURAL AREAS CITY OF FORT COLLINS SOLITAIRE HOMES EAST LLC 413 N TAFT HILL RD GREYBAR, WILLIAM 417 N TAFT HILL RD GREEN, ROBERT 501 N TAFT HILL RD KROOK, COLTON 503 N TAFT HILL RD MAPLE, DOROTHY 330 N TAFT HILL RD SPINDEL, MIRANDA TRAIL TYPICAL SECTION STA 3+76 TO STA 4+25 TRAIL TYPICAL SECTION STA 4+25 TO STA 23+03 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PENTE VERDE NATRAL AREA TRAIL AND BRIDGE SRVEY CONTROL PLAN 03/18/2020 1''=20' 1"=2' SB MPO CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 FOR CONSTRUCTION 0 30' 30 15 30 60 SCALE: 1" = Page 3 of 14 03-19-20 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E LARIMER CANAL NO. 2 N. TAFT HILL ROAD DITCH RIDER ACCESS ROAD DITCH RIDER ACCESS ROAD 5045 5050 5055 5060 5045 5050 5055 5060 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PENTE VERDE NATRAL AREA TRAIL AND BRIDGE BRIDGE PLAN AND PROFILE 03/18/2020 1''=20' 1"=2' SB MPO CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 FOR CONSTRUCTION 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' Page 4 of 14 03-19-20 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E LARIMER CANAL NO. 2 DITCH RIDER ACCESS ROAD DITCH RIDER ACCESS ROAD 5040 5045 5050 5055 5040 5045 5050 5055 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PENTE VERDE NATRAL AREA TRAIL AND BRIDGE TRAIL PLAN PROFILE 03/18/2020 1''=20' 1"=2' SB MPO CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 FOR CONSTRUCTION 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' Page 5 of 14 03-19-20 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E 5035 5040 5045 5050 5035 5040 5045 5050 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PENTE VERDE NATRAL AREA TRAIL AND BRIDGE TRAIL PLAN PROFILE 03/18/2020 1''=20' 1"=2' SB MPO CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 FOR CONSTRUCTION 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' Page 6 of 14 03-19-20 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E 5030 5035 5040 5045 5030 5035 5040 5045 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PENTE VERDE NATRAL AREA TRAIL AND BRIDGE TRAIL PLAN PROFILE 03/18/2020 1''=20' 1"=2' SB MPO CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 FOR CONSTRUCTION 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' Page 7 of 14 03-19-20 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E W. VINE DRIVE 5035 5040 5045 5050 5035 5040 5045 5050 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME PENTE VERDE NATRAL AREA TRAIL AND BRIDGE TRAIL PLAN PROFILE 03/18/2020 1''=20' 1"=2' SB MPO CITY OF FORT COLLINS NATURAL AREAS 1745 HOFFMAN MILL RD FORT COLLINS, CO 80524 PHONE: 970.416.2815 FOR CONSTRUCTION 0 20' 20 10 20 40 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 2' Page 8 of 14 03-19-20 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL & BRIDGE GENERAL STRUCTURAL NOTES 01/29/20 - - - - #### S01 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH M-206-2. STRUCTURE EXCAVATION AND BACKFILL SHALL BE AS SHOWN ON THE PLANS, EXCEPT SHORING MAY BE REQUIRED FOR EXCAVATION ADJACENT TO THE EXISTING ROADWAY. EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M-213. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS II FINAL FINISH TO 1 FOOT BELOW THE GROUND LINE UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING STEEL IS REQUIRED. ALL REINFORCING STEEL SHALL BE NON-EPOXY COATED UNLESS OTHERWISE NOTED. E DENOTES EPOXY COATED REINFORCING STEEL. THE FOLLOWING TABLE GIVES THE MINIMUM CLASS A (STAGGERED) LAP SPLICE LENGTH FOR EPOXY COATED REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 30% FOR HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE BELOW (TOP BARS). BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 SPLICE LENGTH FOR 1'-5" 1'-9" 2'-7" 3'-0" 3'-5" 4'-3" 5'-3" 6'-3" CLASS D CONCRETE WHEN THE CONTRACTOR ELECTS TO SUBSTITUTE EPOXY COATED REINFORCEMENT FOR BLACK REINFORCING BARS, THE MINIMUM LAP SPLICE SHALL BE AS DESCRIBED ABOVE. THE FOLLOWING TABLE GIVES THE MINIMUM CLASS A (STAGGERED) LAP SPLICE LENGTH FOR BLACK REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE SPLICE LENGTHS SHALL BE INCREASED BY 30% FOR HORIZONTAL BARS SWITH MORE THAN 12" OF CONCRETE BELOW (TOP BARS). BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 SPLICE LENGTH FOR 1'-2" 1'-5" 1'-9" 2'-0" 2'-4" 2'-10" 3'-6" 4'-2" CLASS D CONCRETE THE ABOVE SPLICE LENGTHS SHALL BE INCREASED BY 30 PERCENT FOR NON-STAGGERED SPLICES. THE ABOVE SPLICE LENGTHS SHALL BE INCREASED BY 20 PERCENT FOR 3 BAR BUNDLES AND 33 PERCENT FOR 4 BAR BUNDLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE BRIDGE GENERAL LAYOUT 01/29/20 - - - - #### S02 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. BRIDGE PLAN 1" = 5' 1 BRIDGE TYPICAL SECTION N.T.S. 45'-0" PREFABRICATED PEDESTRIAN BRIDGE BACK FACE ABUT - BACK FACE ABUT 42'-4" CLEAR BETWEEN ABUTMENTS 46'-10" APPROACH SLAB STA 7+52.83 ELEV. 5051.50 EXISTING GRADE PREFABRICATED STEEL TRUSS PEDESTRIAN BRIDGE CONCRETE BRIDGE DECK STA. 7+06.00 ELEV. 5051.50 CAISSON (BEYOND) 5'-0" 5'-0" 10'-41 2" 3'-6" 1'-6" 4'-6" MAX. 21 4" 2 1 4" 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE CAISSON DETAILS 01/29/20 - - - - #### S03 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 2 18"Ø CAISSON DETAIL EST. ELEV. OF TOP OF UNWEATHERED BEDROCK (SEE NOTES) LOCATION ABUTMENT 1 ESTIMATED TIP ELEVATION (SEE NOTES) EST. CAISSON LENGTH (FT) MAX. FACTORED LOAD (KIP) 18" 5027.00 73 1. NOMINAL END BEARING PRESSURE IN BEDROCK = 72.0 KSF 2. NOMINAL SIDE SHEAR RESISTANCE IN BEDROCK = 4.4 KSF 3. CAISSON CONCRETE SHALL BE CLASS BZ. 4. IF REINFORCING SPLICES ARE REQUIRED, MINIMUM LAP LENGTH SHALL BE AS FOLLOWS: BAR CLASS A CLASS B #6 2'-0" 2'-6" 5. REFER TO ABUTMENT DETAILS FOR ABUTMENT CAP REINFORCING DETAILS. 6. REFER TO CAISSON LAYOUT FOR CAISSON LOCATIONS. 7. DENSE TO VERY DENSE SAND, GRAVEL, AND COBBLES IS DEFNIED AS THAT HAVING NUMBER OF BLOW (SPT) GREATER THAN OR EQUAL TO 60 BLOWS PER FOOT. 8. TEMPORARY CASING AND DEWATERING ARE LIKELY TO BE REQUIRED DUE TO THE PRESENCE OF NATURAL SAND AND COBBLES AS WELL AS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE ABUTMENT PLAN AND ELEVATION 01/29/20 - - - - #### S04 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 1 ABUTMENT PLAN 4" 6'-2" 18"Ø CAISSON (BELOW) PREFABRICATED BRIDGE SUPERSTRUCTURE APPROACH SLAB LEDGE (BELOW) 6'-2" 4" 10" 5'-0" WINGWALL C BRIDGE ANCHOR BOLTS (TYP) APPROACH HANDRAIL (TYP) 1'-5" 10" 2'-3" APPROACH SLAB LEDGE (BEHIND) TOP OF WINGWALL (TYP) CONSTRUCTION JOINT (TYP) 18"Ø CAISSON (TYP) BRIDGE BEARING SEAT ELEV. 5051.50 (ABUT 1) ELEV. 5051.50 (ABUT 2) ELEV. 5049.50 (ABUT 1) ELEV. 5049.50 (ABUT 2) ELEV. 5047.00 (ABUT 1) ELEV. 5047.00 (ABUT 2) 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE ABUTMENT AND WINGWALL DETAILS 01/29/20 - - - - #### S05 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. A ABUTMENT TYPICAL SECTION B WINGWALL TYPICAL SECTION D ABUTMENT SECTION (BELOW BRG SEAT) #6 (10 TOT.) 135° 10" 2'-6" 2'-0" CHAMFER EXPOSED EDGES (TYP) OPTIONAL CONSTRUCTION JOINT 10" #4 @ 12" #5 (6 TOT.) APPROACH SLAB 18"Ø CAISSON (BEYOND) #5 x @ 12" APPROXIMATE FINISH GRADE BEARING AND SETTING PLATES OVER NON-SHRINK GROUT CONCRETE DECK BRIDGE END FLOOR BEAM 2'-6" 2'-0" 2'-3" #4 (5 TOT.) #6 (10 TOT.) 1'-0" 2'-3" C ABUTMENT SECTION (ABOVE BRG SEAT) 3/16 1/8 TYP 3/16 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PROJECT NAME PREPARED FOR PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE MISCELLANEOUS STRUCTURAL DETAIILS 01/29/20 - - - - #### S06 PARK PLANNING AND DEVELOPMENT 215 NORTH MASON STREET FORT COLLINS, CO 80527 970-416-2172 1-800-922-1987 or 811 Know what'sbelow. Call before you dig. R CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 3-BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. EXCAVATION BACKFILL AT ABUTMENT APPROACH HANDRAIL - TYPICAL SECTION POST BASE DETAIL APPROACH SLAB AND TRAIL CONCRETE ABUTMENT CHANNEL BANK RECONSTRUCTION. SEE NOTES, SHEET S01. 1 1 1 1 1'-6" 3 16" CAP PLATE 2" (8) SPA @ 6" = 4'-0" 4'-6" 5" HSS 2 X 2 X 3 16 (TYP) 1 2" EXP. JOINT MATERIAL & SEALANT HSS 4 X 4 X 3 16 POST ABC CONCRETE CO., INC. PO Box 2489 Fort Collins, CO 80522 (970) 493-4554 “Like Us” on Facebook. ABCConcreteCo@hotmail.com February 19, 2020 Natural Areas Sr. Supervisor Trails & Visitor Amenities Attn: Ryan Kogut E-Mail: Rkogut@fcgov.com Cell: (970) 214-6253 Office: (970) 416-2206 RE: Puente Verde Trail Bridge Abutments As per plans received install (2) bridge abutments Total includes all labor, equipment, materials as noted on plans to install abutments Please note info on cassion drilling below for drilling work on misc. costs that can occur due to conditions or soil. Surveys, layout, testing, inspections and bridge anchor bolts by others and is not included. Access to work area provided by Owner, no landscaping or regrading included. Backfilling not included as bridge walkway has to be set before backfilling is completed. Workscope:  Drill (4) caissons and pour as per plan (Bid is based on 20’ depth)  Set up abutments, supply and install rebar as per plan  Pour base abutments  Set up wing walls and upper abutment area, supply and install rebar as per plan  Pour wing walls and upper abutment area  Cover for weather  Clean up Total: $ 23,700.00*** *** CAISSON WORK TO BE PERFORMED DIAMETER # OF PIERS TOTAL FT PRICE/HR 18”, cased 4 aprox. 80’ (20’min.) $ 425.00 Soils report indicates lean clay 1-7’, sandy clay with sand & gravel 7-14’, sandstone/claystone at 14’, water 3-6’ at test hole drill, 50/7 blow count at 25’, test holes stopped at 25’. Bid at 20’ min. No penetration requirement provided, final depth to be determined by engineer on site. Per soils report bid cased-8 hr min. door to door. If actual time is longer the hourly rate of $425.00/hr/rig will apply. Test holes are a small sampling and actual conditions may vary. Casing is anticipated per soils report. Depth to be determined by soils engineer or company rep on site. Drilling water to be supplied by customer if required. Please read all conditions below carefully. THIS BID IS NOT FOR PREVAILING WAGE OR DAVIS BACON. BID INCLUDES: **SETTING CAGES WITHIN REACH OF THE RIG WINCH CABLE UNDER 1000 LBS **$375.00 PER HOUR FOR EXCESIVE WAITING TIME PER RIG BID DOES NOT INCLUDE: **LAYOUT & CONCRETE BY OTHERS, NO MATERIAL WILL BE PROVIDED **DE-WATERING **PROVIDING REASONABLE ACCESS VERTICALLY AND HORIZONTALLY TO DRILLING LOCATION OR RESPONSIBILITY OF DRY LEVEL WORKING AREA. REAR WHEELS OF RIG AT TOP OF PIER ELEVATION. NO BACKING TO A TRENCH FOR SAFETY REASONS. **DRILLING THROUGH OR REMOVING MATERIAL NOT SHOWN BY SOILS REPORT. **ANY RESPONSIBILITY OF UNDERGROUND UTILITIES. **PUMPER TRUCK REQUIRED AND SUPPLIED BY OTHERS AT NO DELAY OR EXPENCE TO JUD CAISSONS, INC. **REMOVAL OF SPOILS **CHANGES TO PLANS DUE TO BUILDING OBSTRUCTIONS If rock, boulder or other unforeseen obstructions are encountered which cannot be removed by standard caisson drilling methods, removal of such obstructions requiring rock augers, core barrels, mud buckets, auger grinding, etc. will be charged at the hourly rate of $375.00 plus $10.00 for each tooth used per rig. DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E ABC CONCRETE CO., INC. PO Box 2489 Fort Collins, CO 80522 (970) 493-4554 “Like Us” on Facebook. ABCConcreteCo@hotmail.com PAGE 1 of 2 Payment is due upon Completion *Please note that if adverse weather conditions are present, concrete will need to be covered and could cause mottling effect to the surface (discoloration), but does not hurt the integrity of the concrete. Workscope is completed following standards from local governments, engineers and work experience. Fall/Slope determined by work experience, industry schooling and prewritten recommendations from engineer. Changes to determined slope/fall shall be in writing and owner will then assume any/all liability. No landscaping or utility work included, not liable for personal unmarked utilities (i.e. sprinklers) Due to Colorado soils and weather conditions no warranty is expressed or implied. ABC Concrete is not liable for ice melt or water damage. Any changes need to be in writing and could incur additional fees. Acceptance of proposal constitutes a contract for work stated above. Bid good for 30 days. Submitted By, Wil Stevens Project Mgr. Bid Accepted By: _________________________________________________ Name Date PAGE 2 of 2 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: PHONE FAX (A/C, No, Ext): (A/C, No): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXP TYPE OF INSURANCE (MM/DD/YYYY) (MM/DD/YYYY) LIMITS AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- LOC JECT PRODUCTS - COMP/OP AGG OTHER: $ COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 3/26/2020 (303) 480-5005 (303) 458-5857 24082 ABC Concrete Inc 737 S. Lemay Ave.,Ste B4-126 Fort Collins, CO 80524 24074 41190 A 1,000,000 X BKS56136704 4/1/2020 4/1/2021 300,000 15,000 1,000,000 2,000,000 2,000,000 A 1,000,000 X BAS56136704 4/1/2020 4/1/2021 B 1,000,000 USO56136704 4/1/2020 4/1/2021 1,000,000 0 C 4177330 4/1/2020 4/1/2021 1,000,000 1,000,000 1,000,000 Certificate holder is hereby listed as additional insured with respects to the General Liability and auto liability as required by written contract. City of Fort Collins Building & Zoning Dept P O Box 580 Ft Collins, CO 80522 ABCCONC-01 KLAVINE Bradley Insurance Group 3401 W. 38th Avenue Denver, CO 80211 Karen LaVine service@bradleyinsurancegroup.com Ohio Security Insurance Company Ohio Casualty Pinnacol Assurance X X X X X X X X DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E SPACE AT 6'-0" O.C. MAXIMUM 1 2" DIA. THREADED, CAST-IN ANCHOR (TYP. OF 4). PROVIDE 9" MIN. EMBEDMENT AND NUT AT BOTTOM OF ANCHOR RETAINING WALL 5" 10" 1 2" PLATE 1 2" DIAM. CAST-IN ANCHOR (TYP. OF 4). ALL ANCHOR HARDWARE INCLUDING NUTS, WASHERS AND ANCHOR TO BE STAINLESS STEEL. HSS 4 X 4 X 3 16 POST SPACE AT 6'-0" O.C. MAXIMUM 4" 4" 10" 13 4" 13 4" 6" San Engineering LLC Civil and Structural Engineering STRUCTURE BACKFILL (CLASS 1) 1'-6" APPROACH SLAB SECTION #5 @ 12" CENTER IN SLAB 5'-0" (MIN) #4 @ 12" 6" CONTROL JOINT ABUTMENT BACK WALL AND REINFORCING 03/20/2020 Page 14 of 14 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E 2'-3" 1'-5" 10" 4" 135° 10" #4 X @ 12" C CAISSON #4 (5 TOT.) #4 X (3 TOT.) VARIES 2'-3" San Engineering LLC Civil and Structural Engineering L 1'-3" 4" 10" 6" 1 2" EXP. JT. MATL. & 2" DEEP POURED JOINT FILLER #5 x @ 12" BRIDGE ANCHOR BOLTS #4 x @ 12" 2'-0" #4 (6 TOT.) #4 (3 TOT.) #5 x @ 12" #4 x @ 12" 2'-0" #4 X @ 12" #4 X (3 TOT.) VARIES 2'-3" #5 x @ 12" 03/20/2020 Page 13 of 14 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E CL PEDESTRIAN BRIDGE C PEDESTRIAN BRIDGE San Engineering LLC Civil and Structural Engineering 135° 135° L 10'-0" 6" APPROACH SLAB L F.F. ABUT. 2 ABUTMENT ELEVATION C BRIDGE ANCHOR BOLTS (TYP) L CROWN TOP OF BACKWALL WITH BRIDGE DECK CROWN. 03/20/2020 Page 12 of 14 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E GROUNDWATER ENCOUNTERED DURING GEOTECHNICAL EXPLORATION. 9. WHERE WATER OR SLURRY IS PRESENT IN THE DRILLED CAISSON HOLE, INCLUDING OUTSIDE OFA CASING THAT WILL BE WITHDRAWN FROM THE HOLE, THE CONCRETE PLACED FOR THE CAISSON SHOULD BE PLACED WITH SUFFICIENT HEAD MAINTAINED ABOVE GROUNDWATER LEVEL SO THAT THE CONCRETE IS NOT DISPLACED IN THE BODY OF THE CAISSON BY WATER, SOIL, SLURRY, ETC. 10. CAISSON HOLES SHALL BE CLEANED, DEWATERED, AND INSPECTED PRIOR TO PLACING REINFORCING AND CONCRETE. 11. REFER TO GEOTECHNICAL REPORT BY TERRACON, DATED NOVEMBER 20, 2017 FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR CAISSON CONSTRUCTION. 12. DRILLED CAISSONS ARE INTENDED TO BE FOUNDED INTO COMPETENT BEDROCK. THE ENGINEER OR HIS/HER REPRESENTATIVE SHALL BE PRESENT TO OBSERVE DRILLING AND TO DETERMINE THE SUITABILITY OF THE BEDROCK FOR THE ENTIRE PENETRATION OF THE CAISSON. IF WEATHERED OR OTHERWISE NON-COMPETENT BEDROCK IS ENCOUNTERED AT THE PLANNED CAISSON TIP ELEVATION, THE HOLE SHALL BE EXTENDED TO COMPETENT BEDROCK. 13. THE CAISSONS SHOULD BE EMBEDDED INTO FIRM COMPETENT BEDROCK FOR A MINIMUM OF 6 FEET. 20'-0" SIZE ABUTMENT 2 18" 5032 CAISSON NOTES CAISSON DATA 5032 5027.00 20'-0" 73 CAISSON LAYOUT 1" = 5' 1 A 18"Ø CAISSON SECTION (8) - #6 VERT. #4 TIES @ 9" ROTATE HOOKS AS REQUIRED WITHIN ABUTMENT CAP BEAM UNWEATHERED BEDROCK EST. CAISSON LENGTH (FT) 1'-8" 1"-6" 44'-4" CL CAISSON TO CL CAISSON 10'-0" CL CAISSON TO CL CAISSON B.F. ABUT. 1 STA. 7+07.25 STA. 7+51.58 (8) - #6 VERT. EQUALLY SPACED 18" CAISSON #4 TIES @ 9" STAGGER LAPS 18" MIN 3" CLEAR 5'-0" LARIMER CANAL NO. 2 San Engineering LLC Civil and Structural Engineering 5'-0" 18"Ø CAISSON (TYP OF 4) 03/20/2020 Page 11 of 14 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E REINF. CONCRETE DECK. CROWN AT 1% STEEL RUBRAIL, SAFETY RAILS, AND TOE PLATE (TYP) STEEL TRUSS, FLOOR BEAM, AND BRACE MEMBERS 18"Ø CONCRETE CAISSON (BELOW) 5'-0" CLR 5'-0" CLR CONCRETE ABUTMENT BF ABUT. 1 STA. 7+06.00 BF ABUT. 2 7+52.83 PUENTE VERDE NATURAL AREA TRAIL (10' WIDE) PREFABRICATED STEEL TRUSS PEDESTRIAN BRIDGE 5045 5045 5040 5050 5060 5040 5050 5060 1'-3" LARIMER CANAL NO. 2 San Engineering LLC Civil and Structural Engineering PROPOSED GRADE PROPOSED GRADE 2'-3" 2'-3" BRIDGE ELEVATION 1" = 5' 2 F F 5050 5045 5050 5050 03/20/2020 Page 10 of 14 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E CONSTRUCTION. E.F. = EACH FACE O.C. = ON CENTER F.F. = FAR FACE N.F. = NEAR FACE STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. ALL STEEL BRIDGE TRUSS MEMBERS AND HANDRAIL MEMBERS SHALL BE DESIGNED, FABRICATED AND PAINTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. SECTION OR DETAIL IDENTIFICATION CROSS-REFERENCE SHEET NUMBER S01 GENERAL STRUCTURAL NOTES S02 BRIDGE GENERAL LAYOUT S03 CAISSON DETAILS S04 ABUTMENT PLAN AND ELEVATION S05 ABUTMENT DETAILS S06 MISCELLANEOUS STRUCTURAL DETAILS GENERAL NOTES RETAINING WALL DRAWING INDEX ABUTMENT DESIGN DATA AASHTO, 8th EDITION LRFD WITH CURRENT INTERIMS. LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES (2009) DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN. VEHICULAR LIVE LOAD: H-5 (10,000-LB, 2 AXLE VEHICLE) PEDESTRIAN LIVE LOAD: 90 PSF REINFORCED CONCRETE: CLASS D CONCRETE: f'c = 4,500 psi CLASS BZ CONCRETE: f'c = 4,000 psi REINFORCING STEEL: f'y = 60,000 psi (NON-EPOXY-COATED) SEE CAISSON DETAILS FOR CAISSON DESIGN DATA STRUCTURAL CONSTRUCTION SCOPE NARRATIVE REINFORCED CONCRETE ABUTMENTS SUPPORTED ON CONCRETE DRILLED PIERS (CAISSONS), SUPPORTING A SINGLE-SPAN PREFABRICATED STEEL TRUSS PEDESTRIAN BRIDGE. EXCAVATION AND BACKFILL AS REQUIRED. San Engineering LLC Civil and Structural Engineering 1. CHANNEL RECONSTRUCITON BACKFILL WITHIN THE CANAL RIGHT-OF-WAY SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY, WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY STANDARD PROCTOR TESTING (ASTM D698). 2. CHANNEL RECONSTRUCTION BACKFILL MATERIAL WITHIN 2 FEET OF THE SIDE OR BOTTOM OF THE CANAL, AND AS DEFINED IN THESE DETAILS, SHALL HAVE A MINIMUM OF FINE GRAINED SOIL PASSING THE #200 SIEVE OF 30 PERCENT BY WEIGHT WITH A MINIMUM PLASTICITY INDEX OF 15. 3. THE COMPACTED FILL SHALL EXTEND AT LEAST TWO FEET BEYOND THE FINAL DITCH SLOPES INTO THE DITCH, AND THEN BE CUT BACK WITH A SMOOTH BLADE EXCAVATOR BUCKET TO THE FINAL DITCH SLOPE. CANAL BANK RECONSTRUCTION NOTES: 1. VERIFY BACKWALL HEIGHT WITH BRIDGE MANUFACTURER AND COORDINATE WITH MANUFACTURER'S SHOP DRAWINGS PRIOR TO ABUTMENT CONSTRUCTION. 2. VERIFY ANCHOR BOLT LOCATIONS WITH MANUFACTURER AND COORDINATE WITH MANUFACTURER'S SHOP DRAWINGS PRIOR TO ABUTMENT CONSTRUCTION. 3. DO NOT BACKFILL UNTIL BRIDGE SUPERSTRUCTURE IS IN PLACE. 4. CONSTRUCT BACKWALL SLOPING FROM BRIDGE EXPANSION JOINT FACE TO BACK OF ABUTMENT AS REQUIRED TO PROVIDE A SMOOTH TRANSITION FROM THE END OF DECK TO THE APPROACH TRAIL. ABUTMENT AND BACKWALL NOTES: 1. HANDRAILS SHALL BE FABRICATED TO ACCOMMODATE THE SLOPE AND HORIZONTAL CURVATURE OF THE WALLS TO WHICH THEY ARE MOUNTED. ALL POSTS SHALL BE VERTICALLY PLUMB. 2. ALL RAILING TUBE MEMBERS SHALL BE ASTM A-500 GRADE B. 3. ALL PLATE MEMBERS SHALL BE ASTM A-572 GRADE 50 UNLESS NOTED OTHERWISE 4. SHOP DRAWINGS FOR RAILINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL, PRIOR TO FABRICATION. 5. ALL EXPOSED TUBE ENDS SHALL BE CAPPED. 6. PROVIDE 3/8" DIAMETER WEEP HOLES AT LOW ENDS OF ALL ENCLOSED TUBE MEMBERS. 7. ALL PROPOSED EXPANSION JOINTS SHALL BE DETAILED ON HANDRAIL SHOP DRAWINGS. STEEL HANDRAIL NOTES: 03/20/2020 Page 9 of 14 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E CONTACT: John Migliaccio SURVEYOR King Surveyors, INC 650 E Garden Dr Windsor, Colorado 80550 PH. 970.686.5011 Contact: Paul Groves Owner/Project Manager City of Fort Collins Natural Areas 1745 Hoffman Mill Rd Fort Collins, CO 80524 Ph. 970.416.2206 (O) Ph.970.214.6253 (C) Contact: Ryan Kogut FOR CONSTRUCTION PUENTE VERDE NATURAL AREA TRAIL AND BRIDGE LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, T-7-N, R-69-W CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO MARCH 2020 PROPOSED STREET LIGHT PROPOSED STORM SEWER MANHOLE EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATION XXXX EXISTING SPOT ELEVATION XXXX PROPOSED MAJOR CONTOUR XXXX EXISTING MINOR CONTOUR XXXX EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MANHOLE PROPOSED WATER VALVE EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF 100-YR FLOODPLAIN/FLOODWAY EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW EXISTING FIBER OPTIC LINE LIMITS OF EROSION BUFFER EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED WATER SERVICE W/ PROPOSED SANITARY SEWER SERVICE CURB STOP AND METER PIT W/ CLEANOUT AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARV AIR RELEASE VALVE BOV BLOW OFF VALVE BW BOTTOM OF WALL CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT DE DRAINAGE EASEMENT E ELECTRIC EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION EOA EDGE OF ASPHALT EX EXISTING ESMT EASEMENT F FIRE LINE FES FLARED END SECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GD GROUND GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN ROW RIGHT-OF-WAY RT RIGHT S SANITARY SEWER STA STATION SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SMH SANITARY SEWER MANHOLE T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TOC TOP OF CONCRETE TF TOP OF FOUNDATION TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT VB VALVE BOX VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE ABBREVIATION LIST PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES EXISTING CABLE TV PROPOSED CABLE TV EXISTING WOOD POST EXISTING METAL POST EXISTING TELEPHONE PEDESTAL EXISTING TRANSFORMER INDEX OF SHEETS Sheet No. Description of Sheets 1 COVER SHEET 2 SURVEY CONTROL PLAN 3 BRIDGE PLAN AND PROFILE 4 - 7 TRAIL PLAN AND PROFILE STRUCTURAL PLANS SHEET NO. DESCRIPTION OF SHEETS S01 GENERAL STRUCTURAL NOTES S02 BRIDGE GENERAL LAYOUT S03 CAISSON DETAILS S04 ABUTMENT PLAN AND ELEVATION S05 ABUTMENT AND WINGWALL DETAILS 10 S06 MISCELLANEOUS STRUCTURAL DETAILS SITE 9 16 15 Page 2 of 14 03-19-20 DocuSign Envelope ID: 12A5E39D-AB88-4158-91F9-16746398135E