Attach-1-Drawings.pdf

PDF 14 MB Posted Aug 20, 2020

Attached to: WICHITA MTNS NWR-PAVEMENT REPAIRS
Solicitation number: 140F0220R0045
Issued by: Department of the Interior Fish and Wildlife Service Region 2

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity for pavement repairs at the Wichita Mountains National Wildlife Refuge. The solicitation number is 140F0220R0045 and is being issued by the U.S. Fish and Wildlife Service Region 2. The opportunity type is a solicitation for pavement repairs at the Wichita Mountains NWR. An attachment with related drawings is included but the content is not listed. No other salient details regarding response dates, pricing terms, set asides, or incumbent are provided in this document.

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Other files

File	Type	Posted
Sol_140F0220R0045.pdf	PDF	Aug 20, 2020
Attach-2-Specifications.pdf	PDF	Aug 20, 2020
Attach-3-Price Sheet.xlsx	XLSX spreadsheet	Aug 20, 2020
Attach-4-Past Performanc and Clauses.pdf	PDF	Aug 20, 2020
Attach-5-DBA Min. Wage Rates.pdf	PDF	Aug 20, 2020

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0 8000'4000'

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U.S. FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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DIVISION OF ENGINEERING

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DESIGNED:

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DRAWN:

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CHECKED:

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SERVICE

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FISH AND WILDLIFE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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U.S. FISH & WILDLIFE SERVICE

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WICHITA MOUNTAINS WILDLIFE REFUGE

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WICHITA MOUNTAINS NWR PAVEMENT AND BRIDGE REPAIRS

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COMANCHE COUNTY

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OKLAHOMA

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REFUGE MANAGER / PROJECT LEADER

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CHIEF, FACILITY MANAGEMENT

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REFUGE / PROGRAM SUPERVISOR

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REGIONAL ENGINEER

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PROJECT MANAGER

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APPROVALS

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ENVIRONMENTAL COMPLIANCE

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ENERGY COMPLIANCE

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CULTURAL RESOURCES

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WICHITA MOUNTAINS WILDLIFE REFUGE

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COMANCHE COUNTY

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OKLAHOMA

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PAVEMENT AND BRIDGE REPAIRS

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TITLE SHEET

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VICINITY MAP & DRAWING INDEX

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DRAWING FILENAME AND NUMBER

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DATE: OCT 4, 2019

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SHT. NO.

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SEQ. NO.

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R. KANE

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C. CARTER

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R. THOMAS

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2R-OKLA-29-34.0

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SITE PLAN

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OKLAHOMA CITY

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PROJECT LOCATION

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SHEET

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INDEX TO DRAWINGS

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SEQ.

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TITLE

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TITLE, VICINITY MAP, & DRAWING INDEX

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QUANTITIES & GENERAL NOTES

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CIVIL DETAILS & TYPICAL SECTIONS

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CIVIL PLAN SHEETS

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STRUCTURAL PLAN & DETAIL SHEETS

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VICINITY MAP

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END OF WEST GATE RD PROJECT STA. 239+00

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OK-115

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OK-115

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END OF SEVEN MILE SCENIC ROAD PROJECT STA. 304+86

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NW INDIAHOMA ROAD

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BLUE BEAVER CREEK BRIDGE PROJECT

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SEVEN MILE SCENIC ROAD

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START OF SEVEN MILE SCENIC ROAD PROJECT STA. 0+00

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WICHITA MOUNTAINS WILDLIFE REFUGE HEADQUARTERS

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WEST GATE ROAD

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OK-49

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START OF WEST GATE RD PROJECT STA. 0+00

AutoCAD SHX Text WEST GATE ROAD, ROUTE #013, ASSET #10008532 SEVEN MILE SCENIC ROAD, ROUTE #011, ASSET #10008525 BLUE BEAVER CREEK BRIDGE, ASSET #10008622, BRIDGE #21670-00342

SUMMARY OF QUANTITIES

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ITEM DESCRIPTION

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UNIT

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QUANTITY

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MOBILIZATION

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DESIGNED

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DATE

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DRAWING NO.

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SHEET SEQ.

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SHEET NO.

AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

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R. THOMAS

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OCT 4, 2019

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U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

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K. DAVIS

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C. CARTER

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2R-OKLA-29-34.0

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PAVEMENT REPAIRS - #011 SEVEN MILE SCENIC ROAD AND #013 WEST GATE ROAD

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ASPHALTIC CONCRETE PARTIAL DEPTH PAVEMENT REPAIR

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ASPHALTIC CONCRETE FULL DEPTH PAVEMENT REPAIR

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MILL & OVERLAY - WEST GATE ROAD, STA. 116+16 TO STA. 121+44

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MILL & OVERLAY - SEVEN MILE SCENIC ROAD, STA. 83+08 TO STA. 88+36

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MILL & OVERLAY - SEVEN MILE SCENIC ROAD, STA. 151+72 TO STA. 167+56

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CRACK SEAL

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TRAFFIC STRIPING

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TRAFFIC CONTROL FOR PAVEMENT REPAIRS

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BLUE BEAVER CREEK BRIDGE IMPROVEMENTS

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MASONRY CLEANING - HIGH PRESSURE, HOT WATER, NON-ACIDIC DETERGENT

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MASONRY SEALING - APPLY CLEAR PENETRATING WEATHER PROOF COATING

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MASONRY TUCKPOINTING

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INSTALL OBJECT MARKER SIGNS

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WHITE REFLECTOR BUTTON DELINEATORS

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BRIDGE RAILING (WEAK POST SIDE MOUNTED)

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TRAFFIC CONTROL FOR BRIDGE REPAIRS

AutoCAD SHX Text BID ALTERNATIVE 1: MILL & OVERLAY - SEVEN MILE SCENIC ROAD, STA. 146+44 TO STA. 151+72 AND REPLACE TRAFFIC STRIPING

AutoCAD SHX Text BID ALTERNATIVE 2: MILL & OVERLAY - SEVEN MILE SCENIC ROAD, STA. 141+16 TO STA. 146+44 AND REPLACE TRAFFIC STRIPING

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LNFT

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SQFT

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EACH

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LNFT

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PAVEMENT AND BRIDGE REPAIRS

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%%UGENERAL NOTES

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1. THE TERM “CONTRACTING OFFICER'S REPRESENTATIVE” (COR) IN THIS DOCUMENT REFERS TO THE PERSON DESIGNATED BY THE CONTRACTING OFFICER (CO) THE TERM “CONTRACTING OFFICER'S REPRESENTATIVE” (COR) IN THIS DOCUMENT REFERS TO THE PERSON DESIGNATED BY THE CONTRACTING OFFICER (CO) CONTRACTING OFFICER'S REPRESENTATIVE” (COR) IN THIS DOCUMENT REFERS TO THE PERSON DESIGNATED BY THE CONTRACTING OFFICER (CO) (COR) IN THIS DOCUMENT REFERS TO THE PERSON DESIGNATED BY THE CONTRACTING OFFICER (CO) AS OVERSEEING THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS TO COORDINATE ALL ASPECTS OF WORK WITH THE CO AND/OR COR AS DIRECTED BY THE CO. 2. MAKE NO DEVIATIONS FROM THESE DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE CO. MAKE NO DEVIATIONS FROM THESE DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE CO. 3. THE SPECIFICATIONS THAT GOVERN THIS WORK IS THE OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 STANDARD SPECIFICATIONS BOOK (STANDARD THE SPECIFICATIONS THAT GOVERN THIS WORK IS THE OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 STANDARD SPECIFICATIONS BOOK (STANDARD SPECIFICATION). ANY REFERENCE TO SPECIFICATION, SPEC, SEC, ETC. SHALL BE UNDERSTOOD TO REFERENCE THE STANDARD SPECIFICATIONS UNLESS NOTED OTHERWISE. THE NOTES IN THESE DRAWINGS AMEND OR SUPPLEMENT THE STANDARD SPECIFICATION. OTHER SPECIFICATIONS MAY BE REFERENCED AS NEEDED. WHEN IN CONFLICT THESE NOTES OR THE PROJECT SPECIAL PROVISIONS SHALL GOVERN OVER THE STANDARD SPECIFICATION. 4. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 5. THESE DRAWINGS WERE PREPARED WITHOUT A DETAILED SURVEY. ALL EXISTING DIMENSIONS SHOWN ARE UNDERSTOOD TO BE APPROXIMATE. VERIFY ALL THESE DRAWINGS WERE PREPARED WITHOUT A DETAILED SURVEY. ALL EXISTING DIMENSIONS SHOWN ARE UNDERSTOOD TO BE APPROXIMATE. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO BEGINNING WORK OR ORDERING/FABRICATING MATERIALS. NOTIFY THE CO/COR OF DISCREPANCIES BETWEEN FIELD CONDITIONS AND PROJECT BID DOCUMENTS. 6. NOTIFY THE CO/COR OF DISCREPANCIES BETWEEN THE NOTES, DRAWINGS, AND EXISTING CONDITIONS BEFORE PROCEEDING WITH THE AFFECTED PORTIONS NOTIFY THE CO/COR OF DISCREPANCIES BETWEEN THE NOTES, DRAWINGS, AND EXISTING CONDITIONS BEFORE PROCEEDING WITH THE AFFECTED PORTIONS OF THE WORK. 7. COORDINATE ALL WORK WITH THE CO/COR TO MINIMIZE DISRUPTION TO OPERATIONS OF THE REFUGE AND PROTECT EXISTING FACILITIES, STRUCTURES, AND COORDINATE ALL WORK WITH THE CO/COR TO MINIMIZE DISRUPTION TO OPERATIONS OF THE REFUGE AND PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITIES FROM DAMAGE. 8. THE LOCATION OF UTILITIES ARE NOT SHOWN IN THESE DOCUMENTS. THE IMPLIED ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE GOVERNMENT, THE LOCATION OF UTILITIES ARE NOT SHOWN IN THESE DOCUMENTS. THE IMPLIED ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE GOVERNMENT, ENGINEER, CONTRACTOR OR SUBCONTRACTOR TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATIONS, IDENTIFICATION AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTING, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY AND THE GOVERNMENT. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVE GROUND UTILITIES REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATE AND LOCAL LAW MUST BE FOLLOWED INCLUDING CONTACTING THE STATE'S UTILITY LOCATING SERVICE. 9. CONSIDER SECTIONS AND DETAILS SHOWN ON ANY DRAWINGS TO BE TYPICAL FOR SIMILAR CONDITIONS. CONSIDER SECTIONS AND DETAILS SHOWN ON ANY DRAWINGS TO BE TYPICAL FOR SIMILAR CONDITIONS. 10. WORK NOT INDICATED ON THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES OR IS AN ACCEPTED WORK NOT INDICATED ON THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES OR IS AN ACCEPTED GENERAL CONSTRUCTION STANDARD SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST. 11. COST FOR MATERIALS, INSTALLATION, LABOR AND EQUIPMENT NOT LISTED IN THE SUMMARY OF QUANTITIES TABLE ARE CONSIDERED TO BE INCIDENTAL TO COST FOR MATERIALS, INSTALLATION, LABOR AND EQUIPMENT NOT LISTED IN THE SUMMARY OF QUANTITIES TABLE ARE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS 12. ADHERE TO ALL APPLICABLE FEDERAL, STATE, AND MUNICIPAL LAWS, RULES, REGULATIONS, AND ORDINANCES, INCLUDING THE FEDERAL DEPARTMENT OF ADHERE TO ALL APPLICABLE FEDERAL, STATE, AND MUNICIPAL LAWS, RULES, REGULATIONS, AND ORDINANCES, INCLUDING THE FEDERAL DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF ITS EMPLOYEES AND SUBCONTRACTORS. 13. TRAFFIC CONTROL DESIGN, IMPLEMENTATION AND MAINTENANCE ARE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH PROJECT SPECIAL TRAFFIC CONTROL DESIGN, IMPLEMENTATION AND MAINTENANCE ARE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH PROJECT SPECIAL PROVISION 01 - TRAFFIC CONTROL REQUIREMENTS. THE CONTRACTOR IS REQUIRED TO DESIGNATE A TRAFFIC CONTROL SUPERVISOR AND SUBMIT A TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND PERSONNEL NECESSARY TO CARRY OUT ANY REQUIRED MAINTENANCE OF TRAFFIC. 14. REMOVE ALL WASTE MATERIALS, INCLUDING MILLED MATERIAL, TRASH, AND DEBRIS AND DISPOSE OF IT PROPERLY OFFSITE. REMOVE ALL WASTE MATERIALS, INCLUDING MILLED MATERIAL, TRASH, AND DEBRIS AND DISPOSE OF IT PROPERLY OFFSITE. 15. AREAS ALONG AND OUTSIDE THE LIMITS OF THE PROPOSED WORK, INCLUDING ALL LANDSCAPED AREAS, DRIVEWAYS, RETAINING WALLS, OR SIMILARLY AREAS ALONG AND OUTSIDE THE LIMITS OF THE PROPOSED WORK, INCLUDING ALL LANDSCAPED AREAS, DRIVEWAYS, RETAINING WALLS, OR SIMILARLY IMPROVED ADJOINING AREAS, SHALL BE PROTECTED AND/OR RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO COST TO THE USFWS (OR INCIDENTAL TO THE PROJECT). 16. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS AND CULVERTS. THE THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS AND CULVERTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO THE USFWS. 17. THE CONTRACTOR MUST INSPECT AND MAINTAIN EROSION CONTROL MEASURES, REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS, AND DISPOSE OF THE CONTRACTOR MUST INSPECT AND MAINTAIN EROSION CONTROL MEASURES, REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS, AND DISPOSE OF SEDIMENTS AT NO ADDITIONAL COST TO THE USFWS. 18. RESTORATION OF THE SITE BEYOND THE PAVEMENT SHALL BE MADE WITH IN KIND MATERIALS AT NO COST TO THE USFWS. RESTORATION OF THE SITE BEYOND THE PAVEMENT SHALL BE MADE WITH IN KIND MATERIALS AT NO COST TO THE USFWS. 19. STAGING WILL OCCUR ON GRAVEL OR PAVED ROAD PULL OUTS, PARKING LOTS, OR REFUGE FACILITIES (WAREYARD, MAINTENANCE SHOP, ETC). NO STAGING STAGING WILL OCCUR ON GRAVEL OR PAVED ROAD PULL OUTS, PARKING LOTS, OR REFUGE FACILITIES (WAREYARD, MAINTENANCE SHOP, ETC). NO STAGING WILL OCCUR OFF GRAVEL OR PAVED SURFACES. COORDINATION AND APPROVAL FOR SPECIFIC SITES/AREAS WITH REFUGE MANAGER WILL BE NEEDED.

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APPROACH GUARDRAIL MODIFICATIONS

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ITEM NO.

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A19

2.5" S4 PG 76-28

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EXISTING ASPHALT

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TACK COAT AT 0.15 GAL/SY

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EXISTING ASPHALT

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TYPICAL ELEVATION DETAIL (BEGINNING AND END OF MILL AND OVERLAY SECTION)

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EXISTING SLOPE

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TACK COAT AT 0.15 GAL/SY

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AREA TO BE COLD MILLED AND FILLED WITH 2.5" S4 PG 76-28

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EXISTING ASPHALT

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EXISTING SLOPE

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DETAIL A (TYP)

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MILL AND OVERLAY TYPICAL SECTION ON TANGENT

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WEST GATE ROAD OR SEVEN MILE SCENIC ROAD

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TACK COAT AT 0.15 GAL/SY

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AREA TO BE COLD MILLED AND FILLED WITH 2.5" S4 PG 76-28

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EXISTING SLOPE

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MILL AND OVERLAY TYPICAL SECTION IN SUPERELEVATION

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(1) CONTRACTOR TO MATCH EXISTING SUPERELEVATION IF DIFFERENT THAN PRESENTED HEREIN

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DETAIL A - SAFETY EDGE

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VARIABLE WIDTH FOR SAFETY EDGE

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ORIGINAL WIDTH

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*CONTRACTOR TO MATCH EXISTING PROFILE IF DIFFERENT THAN PRESENTED HEREIN

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WEST GATE ROAD OR SEVEN MILE SCENIC ROAD

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2.5" S4 PG 76-28

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TACK COAT AT 0.15 GAL/SY

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SIDE PARKING DETAIL

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SAWCUT

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LEGEND

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MILL AND OVERLAY

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DETAIL A (TYP)

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SAWCUT

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DESIGNED

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DRAWN

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DATE

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SHEET SEQ.

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AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

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R. THOMAS

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OCT 4, 2019

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U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

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K. DAVIS

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C. CARTER

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2R-OKLA-29-34.0

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WEST GATE ROAD & SEVEN MILE SCENIC ROAD - PAVEMENT DETAILS & TYPICAL SECTIONS

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%%UNOTES

1. TACK COAT SHALL BE IN ACCORDANCE WITH SEC 407 OF THE STANDARD TACK COAT SHALL BE IN ACCORDANCE WITH SEC 407 OF THE STANDARD SPECIFICATION EXCEPT THAT THE COST OF TACK COAT SHALL BE INCIDENTAL TO PAVEMENT REPAIRS. 2. ASPHALT PAVING SHALL BE PERFORMED IN ACCORDANCE WITH SEC 411 OF THE ASPHALT PAVING SHALL BE PERFORMED IN ACCORDANCE WITH SEC 411 OF THE STANDARD SPECIFICATION EXCEPT THAT COST WILL BE PAID PER THE ITEMS LISTED IN THE BID DOCUMENTS AND ON THE SUMMARY OF QUANTITIES. 3. COLD MILLING WILL BE IN ACCORDANCE WITH SEC 412 OF THE STANDARD COLD MILLING WILL BE IN ACCORDANCE WITH SEC 412 OF THE STANDARD SPECIFICATION EXCEPT THE COST OF COLD MILLING WILL BE INCIDENTAL TO PAVEMENT REPAIRS. 4. CONTRACTOR TO REPLACE ALL TRAFFIC STRIPING REMOVED AS A RESULT OF CONTRACTOR TO REPLACE ALL TRAFFIC STRIPING REMOVED AS A RESULT OF PAVEMENT REPAIRS. THE STRIPING COLOR AND WIDTH SHALL MATCH THE EXISTING. 5. ALL STRIPING PAINT SHALL BE PLACED IN ACCORDANCE WITH SEC 854 OF THE ALL STRIPING PAINT SHALL BE PLACED IN ACCORDANCE WITH SEC 854 OF THE STANDARD SPECIFICATION, WITH MATERIALS IN ACCORDANCE WITH SUBSECTION 711.06, “TRAFFIC STRIPE PAINT - ACRYLIC WATERBORNE.” OF THE STANDARD TRAFFIC STRIPE PAINT - ACRYLIC WATERBORNE.” OF THE STANDARD OF THE STANDARD SPECIFICATION. 6. STRIPING SHALL ONLY BE PERFORMED FOLLOWING COMPLETION OF AN ENTIRE STRIPING SHALL ONLY BE PERFORMED FOLLOWING COMPLETION OF AN ENTIRE PAVEMENT SECTION AND WHEN THE PAVEMENT HAS COOLED SUFFICIENTLY TO ENSURE TRAFFIC WILL NOT DAMAGE THE PAVEMENT SURFACE. 7. CONTRACTOR SHALL SUBMIT TO COR FOR APPROVAL, PAVING AND SUBGRADE CONTRACTOR SHALL SUBMIT TO COR FOR APPROVAL, PAVING AND SUBGRADE PLANS INDICATING WHICH METHODS IN THE STANDARD SPECIFICATION ARE PROPOSED TO BE USED, INCLUDING PLAN FOR SUBGRADE AND PAVING LABORATORY AND FIELD TESTING.

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EXISTING ASPHALT

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PARTIAL DEPTH PAVEMENT REPAIR

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AutoCAD SHX Text BITUMINOUS BASE MIXTURE S3 PG 64-22 (PAVEMENT SECTION DEPTH UNKNOWN) 3" MAXIMUM THICKNESS PER LIFT

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SAWCUT (FULL DEPTH)

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FULL DEPTH PAVEMENT REPAIR

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LEGEND

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MILL AND OVERLAY

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BITUMINOUS BASE COURSE

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SAWCUT

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TACK COAT AT 0.15 GAL/SY

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2.5" S4 PG 76-28 MIXTURE

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TACK COAT AT 0.15 GAL/SY (BETWEEN ALL PAVEMENT LIFTS)

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PRIME COAT AT 0.15 GAL/SY OVER PREPARED SUBGRADE

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DESIGNED

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AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

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R. THOMAS

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OCT 4, 2019

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U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

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K. DAVIS

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C. CARTER

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2R-OKLA-29-34.0

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WEST GATE ROAD & SEVEN MILE SCENIC ROAD - PAVEMENT DETAILS & TYPICAL SECTIONS

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%%UNOTES

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1. SUBGRADE TREATMENT FOR FULL DEPTH PAVEMENT REPAIR SHALL BE IN SUBGRADE TREATMENT FOR FULL DEPTH PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH SEC 307 OF THE STANDARD SPECIFICATION EXCEPT THAT THE COST OF SUBGRADE PREPARATION SHALL BE INCIDENTAL TO PAVEMENT REPAIRS. 2. TACK COAT SHALL BE IN ACCORDANCE WITH SEC 407 OF THE STANDARD TACK COAT SHALL BE IN ACCORDANCE WITH SEC 407 OF THE STANDARD SPECIFICATION EXCEPT THAT THE COST OF TACK COAT SHALL BE INCIDENTAL TO PAVEMENT REPAIRS. 3. PRIME COAT SHALL BE IN ACCORDANCE WITH SEC 408 OF THE STANDARD PRIME COAT SHALL BE IN ACCORDANCE WITH SEC 408 OF THE STANDARD SPECIFICATION EXCEPT THAT THE COST FOR PRIME COAT SHALL BE INCIDENTAL TO PAVEMENT REPAIRS. 4. ASPHALT PAVING SHALL BE PERFORMED IN ACCORDANCE WITH SEC 411 OF THE ASPHALT PAVING SHALL BE PERFORMED IN ACCORDANCE WITH SEC 411 OF THE STANDARD SPECIFICATION EXCEPT THAT COST WILL BE PAID PER THE ITEMS LISTED IN THE BID DOCUMENTS AND ON THE SUMMARY OF QUANTITIES. 5. COLD MILLING WILL BE IN ACCORDANCE WITH SEC 412 OF THE STANDARD COLD MILLING WILL BE IN ACCORDANCE WITH SEC 412 OF THE STANDARD SPECIFICATION EXCEPT THE COST OF COLD MILLING WILL BE INCIDENTAL TO PAVEMENT REPAIRS. 6. CONTRACTOR TO REPLACE ALL TRAFFIC STRIPING REMOVED AS A RESULT OF CONTRACTOR TO REPLACE ALL TRAFFIC STRIPING REMOVED AS A RESULT OF PAVEMENT REPAIRS. THE STRIPING COLOR AND WIDTH SHALL MATCH THE EXISTING. 7. ALL STRIPING PAINT SHALL BE PLACED IN ACCORDANCE WITH SEC 854 OF THE ALL STRIPING PAINT SHALL BE PLACED IN ACCORDANCE WITH SEC 854 OF THE STANDARD SPECIFICATION, WITH MATERIALS IN ACCORDANCE WITH SUBSECTION 711.06, “TRAFFIC STRIPE PAINT - ACRYLIC WATERBORNE.” OF THE STANDARD TRAFFIC STRIPE PAINT - ACRYLIC WATERBORNE.” OF THE STANDARD OF THE STANDARD SPECIFICATION. 8. STRIPING SHALL ONLY BE PERFORMED FOLLOWING COMPLETION OF AN ENTIRE STRIPING SHALL ONLY BE PERFORMED FOLLOWING COMPLETION OF AN ENTIRE PAVEMENT SECTION AND WHEN THE PAVEMENT HAS COOLED SUFFICIENTLY TO ENSURE TRAFFIC WILL NOT DAMAGE THE PAVEMENT SURFACE. 9. CONTRACTOR SHALL SUBMIT TO COR FOR APPROVAL, PAVING AND SUBGRADE CONTRACTOR SHALL SUBMIT TO COR FOR APPROVAL, PAVING AND SUBGRADE PLANS INDICATING WHICH METHODS IN THE STANDARD SPECIFICATION ARE PROPOSED TO BE USED, INCLUDING PLAN FOR SUBGRADE AND PAVING LABORATORY AND FIELD TESTING.

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%%UBITUMINOUS CRACK SEALING NOTES

1. BITUMINOUS CRACK SEALING SHALL BE IN ACCORDANCE WITH OKLAHOMA BITUMINOUS CRACK SEALING SHALL BE IN ACCORDANCE WITH OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION SECTION 415-1(A-C) 09 BITUMINOUS (FIBER FILL) CRACK SEALING” EXCEPT THAT THE COST WILL BE PAID EXCEPT THAT THE COST WILL BE PAID PER THE ITEMS LISTED IN THE BID DOCUMENTS AND ON THE SUMMARY OF QUANTITIES. 2. THE CRACKS TO BE SEALED ARE DISTRIBUTED THROUGHOUT THE ENTIRETY OF THE THE CRACKS TO BE SEALED ARE DISTRIBUTED THROUGHOUT THE ENTIRETY OF THE LENGTH OF THE PROJECT LIMITS OF WEST GATE ROAD AND SEVEN MILE SCENIC ROAD. THE LOCATIONS ARE NOT IDENTIFIED IN THESE DRAWINGS AND WILL NOT BE IDENTIFIED BY THE CO. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE LOCATION OF CRACKS TO SEAL UP TO A MAXIMUM LINEAR FOOTAGE OF 24,000. THE CONTRACTOR SHALL PRIORITIZE CRACK SEALING FROM MOST SEVERE TO LEAST SEVERE UNTIL THE PROJECT'S LINEAR FOOTAGE MAXIMUM HAS BEEN ACHIEVED. ALL CRACKS GREATER THAN 3/8” SHALL BE SEALED. SHALL BE SEALED.

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OCT 4, 2019

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MILL & OVERLAY

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%%UREPAIR LEGEND

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PARTIAL DEPTH REPAIR

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FULL DEPTH REPAIR

AutoCAD SHX Text C19

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MATCHLINE STA. 172+25.34

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MATCHLINE STA. 182+38.59

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MATCHLINE STA. 172+25.34

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MATCHLINE STA. 182+38.59

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WEST GATE ROAD

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DESIGNED

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DRAWN

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DATE

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AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX Text

R. THOMAS

AutoCAD SHX Text

OCT 4, 2019

AutoCAD SHX Text

U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

AutoCAD SHX Text

K. DAVIS

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C. CARTER

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2R-OKLA-29-34.0

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MILL & OVERLAY

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%%UREPAIR LEGEND

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PARTIAL DEPTH REPAIR

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FULL DEPTH REPAIR

AutoCAD SHX Text C20

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MATCHLINE STA. 182+38.59

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MATCHLINE STA. 192+51.85

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MATCHLINE STA. 182+38.59

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MATCHLINE STA. 192+51.85

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WEST GATE ROAD

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DESIGNED

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DRAWN

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DATE

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SHEET NO.

AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX Text

R. THOMAS

AutoCAD SHX Text

OCT 4, 2019

AutoCAD SHX Text

U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

AutoCAD SHX Text

K. DAVIS

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C. CARTER

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2R-OKLA-29-34.0

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MILL & OVERLAY

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%%UREPAIR LEGEND

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PARTIAL DEPTH REPAIR

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FULL DEPTH REPAIR

AutoCAD SHX Text C21

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MATCHLINE STA. 192+51.85

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MATCHLINE STA. 202+65.10

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MATCHLINE STA. 192+51.85

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MATCHLINE STA. 202+65.10

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WEST GATE ROAD

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DESIGNED

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DRAWN

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DATE

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SHEET NO.

AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX Text

R. THOMAS

AutoCAD SHX Text

OCT 4, 2019

AutoCAD SHX Text

U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

AutoCAD SHX Text

K. DAVIS

AutoCAD SHX Text

C. CARTER

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2R-OKLA-29-34.0

AutoCAD SHX Text

MILL & OVERLAY

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%%UREPAIR LEGEND

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PARTIAL DEPTH REPAIR

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FULL DEPTH REPAIR

AutoCAD SHX Text C22

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MATCHLINE STA. 202+65.10

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MATCHLINE STA. 212+78.36

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MATCHLINE STA. 202+65.10

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MATCHLINE STA. 212+78.36

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WEST GATE ROAD

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DESIGNED

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DRAWN

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DATE

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SHEET NO.

AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX Text

R. THOMAS

AutoCAD SHX Text

OCT 4, 2019

AutoCAD SHX Text

U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

AutoCAD SHX Text

K. DAVIS

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C. CARTER

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2R-OKLA-29-34.0

AutoCAD SHX Text

MILL & OVERLAY

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%%UREPAIR LEGEND

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PARTIAL DEPTH REPAIR

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FULL DEPTH REPAIR

AutoCAD SHX Text C23

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MATCHLINE STA. 212+78.36

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MATCHLINE STA. 222+91.61

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MATCHLINE STA. 212+78.36

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MATCHLINE STA. 222+91.61

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WEST GATE ROAD

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AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX Text

R. THOMAS

AutoCAD SHX Text

OCT 4, 2019

AutoCAD SHX Text

U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

AutoCAD SHX Text

K. DAVIS

AutoCAD SHX Text

C. CARTER

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2R-OKLA-29-34.0

AutoCAD SHX Text

MILL & OVERLAY

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%%UREPAIR LEGEND

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PARTIAL DEPTH REPAIR

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FULL DEPTH REPAIR

AutoCAD SHX Text C24

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CATTLE GUARD WITH CONCRETE WALLS

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MATCHLINE STA. 222+91.61

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MATCHLINE STA. 233+04.87

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MATCHLINE STA. 222+91.61

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MATCHLINE STA. 233+04.87

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WEST GATE ROAD

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DATE

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AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX Text

R. THOMAS

AutoCAD SHX Text

OCT 4, 2019

AutoCAD SHX Text

U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

AutoCAD SHX Text

K. DAVIS

AutoCAD SHX Text

C. CARTER

AutoCAD SHX Text

2R-OKLA-29-34.0

AutoCAD SHX Text

MILL & OVERLAY

AutoCAD SHX Text

%%UREPAIR LEGEND

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PARTIAL DEPTH REPAIR

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FULL DEPTH REPAIR

AutoCAD SHX Text C25

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CATTLE GUARD WITH CONCRETE WALLS

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MATCHLINE STA. 233+04.87

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MATCHLINE STA. 233+04.87

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WEST GATE ROAD

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DESIGNED

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AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX Text

R. THOMAS

AutoCAD SHX Text

OCT 4, 2019

AutoCAD SHX Text

U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

AutoCAD SHX Text

K. DAVIS

AutoCAD SHX Text

C. CARTER

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2R-OKLA-29-34.0

AutoCAD SHX Text

EXISTING INFORMATION SIGN

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EXISTING GATE POSTS AND CATTLE GUARD

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EXISTING INFORMATION SIGN

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EXISTING SPEED SIGN

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EXISTING STOP SIGN

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EXISTING 24" CULVERT

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AutoCAD SHX Text END WEST GATE ROAD PROJECT STA. 239+00 BEGIN SEVEN MILE SCENIC ROAD PROJECT STA. 0+00

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MILL & OVERLAY

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%%UREPAIR LEGEND

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PARTIAL DEPTH REPAIR

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FULL DEPTH REPAIR

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EXISTING GUARD RAIL

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WEST GATE ROAD & SEVEN MILE SCENIC ROAD PAVEMENT REPAIRS

C26

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EXISTING GUARD RAIL

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EXISTING 15" CULVERT

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EXISTING TELEPHONE POLE

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MATCHLINE STA. 10+24.09

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MATCHLINE STA. 10+24.09

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EXISTING POWER POLE

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SEVEN MILE SCENIC ROAD

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EXISTING CULVERT

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AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX Text

R. THOMAS

AutoCAD SHX Text

OCT 4, 2019

AutoCAD SHX Text

U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

AutoCAD SHX Text

K. DAVIS

AutoCAD SHX Text

C. CARTER

AutoCAD SHX Text

2R-OKLA-29-34.0

AutoCAD SHX Text

EXISTING 24" CULVERT

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EXISTING STOP SIGN

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EXISTING SPEED SIGN

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EXISTING INFORMATION SIGN

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EXISTING GATE POSTS AND CATTLE GUARD

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AutoCAD SHX Text END WEST GATE ROAD PROJECT STA. 239+00 BEGIN SEVEN MILE SCENIC ROAD PROJECT STA. 0+00

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MILL & OVERLAY

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%%UREPAIR LEGEND

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PARTIAL DEPTH REPAIR

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FULL DEPTH REPAIR

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SEVEN MILE SCENIC ROAD PAVEMENT REPAIRS

C27

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EXISTING 42" CULVERT

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EXISTING 36" CULVERT

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EXISTING CATTLE GUARD

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MATCHLINE STA. 10+24.09

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MATCHLINE STA. 20+37.34

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MATCHLINE STA. 10+24.09

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MATCHLINE STA. 20+37.34

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SEVEN MILE SCENIC ROAD

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DESIGNED

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DRAWN

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DATE

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AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX Text

R. THOMAS

AutoCAD SHX Text

OCT 4, 2019

AutoCAD SHX Text

U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE DIVISION OF ENGINEERING

AutoCAD SHX Text

K. DAVIS

AutoCAD SHX Text

C. CARTER

AutoCAD SHX Text

2R-OKLA-29-34.0

AutoCAD SHX Text

MILL & OVERLAY

AutoCAD SHX Text

%%UREPAIR LEGEND

AutoCAD SHX Text

PARTIAL DEPTH REPAIR

AutoCAD SHX Text

FULL DEPTH REPAIR

AutoCAD SHX Text C28

SEVEN MILE SCENIC ROAD PAVEMENT REPAIRS

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EXISTING CATTLE GUARD

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EXISTING CURVE SIGN

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EXISTING 24" CULVERT

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EXISTING CURVE SIGN

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MATCHLINE STA. 30+50.60

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MATCHLINE STA. 20+37.34

AutoCAD SHX Text

MATCHLINE STA. 20+37.34

AutoCAD SHX Text

MATCHLINE STA. 30+50.60

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SEVEN MILE SCENIC ROAD

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DESIGNED

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DRAWN

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CHECKED

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DATE

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SHEET SEQ.

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SHEET NO.

AutoCAD SHX Text 15933 Clayton Road, Suite 215 Ballwin, Missouri 63011 Phone: 636-200-5100 Fax: 636-402-3005 Discipline: Engineering Corporation Corporate Certificate Of Authority: #2002000326

AutoCAD SHX…

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