2023-11-27 - Approved - UPC 105961 - Fullset.pdf
PDF 29 MB Posted
- Attached to
- IFB Town of Warsaw Sidewalk Enhancement Project
- Solicitation number
- 53145
- Issued by
- Richmond County, Virginia
About this file
The document provided is an Approved Full Set for UPC 105961 related to the IFB Town of Warsaw Sidewalk Enhancement Project in Richmond County, Virginia. The project involves the construction of sidewalk improvements along Route 360 (Richmond Highway) and the intersection with Jones Lane (Route T-1013) and Morgan Lane (Route 1016) in the Town of Warsaw. The document outlines the scope of work, project details, and solicitation information. Responses are due by a specified date, and a pre-bid meeting is scheduled prior to the due date. The contract will be awarded to the lowest responsive and responsible bidder, and the term of the contract is not provided.
The document does not specify pricing terms, set asides, incumbents, funding requirements and sources, or other salient financial information. It focuses primarily on the technical details of the project and the solicitation process.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum No. 2 - Warsaw Sidewalk Enhancement.pdf | ||
| Warsaw IFB 11292023.pdf | ||
| Bid Form Dec 2023.xlsx | XLSX spreadsheet | |
| Bid Form revised 24 JAN 2024.xlsx | XLSX spreadsheet | |
| Pre-bid Mtg Minutes.pdf | ||
| Addendum No.1 Warsaw Sidewalk Enhancement 01192024 .pdf | ||
| CQAP-Warsaw_Rte. 360 Sidewalks_UPC 105961_12.14.2023.pdf | ||
| ADDENDUM No.1-Revised Plan Sheets.pdf |
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Text version
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TOWN OF WARSAW
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VEHICLE ENTRANCES AND SIDEWALK IMPROVEMENTS
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VIRGINIA
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SAFE PEDESTRIAN ROUTES
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COMMONWEALTH OF VIRGINIA
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DEPARTMENT OF TRANSPORTATION
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THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH
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THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND
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BRIDGE SPECIFICATIONS DATED 2020, ROAD AND BRIDGE
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STANDARDS DATED 2020, AND WORK AREA PROTECTION
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MANUAL DATED REV. MARCH, 2020 AND AS AMENDED BY CONTRACT
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PROVISIONS AND THE COMPLETE PAPER COPY OF THE PLAN ASSEMBLY.
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RICHMOND COUNTY, VIRGINIA
AutoCAD SHX Text U. S. ROUTE 360 (RICHMOND ROAD) S. ROUTE 360 (RICHMOND ROAD) NORTH SIDE From: STA. 10+00 - AT STATE ROUTE T-1013, (JONES LANE) MILE POST 191.78 To: STA. 30+75 - 85'± WEST OF STATE BUSINESS ROUTE 3(MAIN STREET) MILE POST 192.17 SOUTH SIDE From: STA. 10+00 - AT STATE ROUTE T-1016 (MORGAN LANE) MILE POST 191.78 To: STA. 27+35 - 428'± WEST OF STATE ROUTE T-1004 (COURT CIRCLE) MILE POST 192.11
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SEE SHEET 2 FOR INDEX OF SHEETS
AutoCAD SHX Text FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA ROUTE AADT SPEED FUNCTIONAL CLASSIFICATION AADT SPEED FUNCTIONAL CLASSIFICATION SPEED FUNCTIONAL CLASSIFICATION FUNCTIONAL CLASSIFICATION U. S. 360 (RICHMOND RD.) 13,000 35 RURAL PRINCIPAL ARTERIAL (GS-1) 35 RURAL PRINCIPAL ARTERIAL (GS-1) RURAL PRINCIPAL ARTERIAL (GS-1) SOURCE: VIRGINIA DEPARTMENT OF TRANSPORTATION TRAFFIC ENGINEERING DIVISION 2014 ANNUAL AVERAGE DAILY TRAFFIC VOLUME ESTIMATES BY SECTION OF ROUTE PRIMARY AND INTERSTATE ROUTES.
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RIGHT OF WAY PLAN
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RECOMMENDED FOR APPROVAL FOR CONSTRUCTION
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TOWN MANAGER
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DATE
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TOWN OF WARSAW
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TOWN MANAGER
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DATE
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TOWN OF WARSAW
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RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION
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JOSEPH N. QUESENBERRY
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JOSEPH N. QUESENBERRY
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P.0. BOX 6160 9560 KINGS CHARTER DRIVE ASHLAND, VA 23005
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(804) 550-9200 FAX (804) 550-9259
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STATE
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STATE
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ROUTE
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PROJECT
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SHEET
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NO.
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VA
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UPC 105961
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EN14-321-005,
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DESIGN FEATURES RELATING TO CONSTRUCTION
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OR TO REGULATION AND CONTROL OF TRAFFIC
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MAY BE SUBJECT TO CHANGE AS DEEMED
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NECESSARY BY THE DEPARTMENT
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FINAL PLANS
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TITLE SHEET
AutoCAD SHX Text 10-25-2018 REVISION 1 - OWNERS & EASEMENTS REVISEDTO MATCH FINAL EASEMENT PLATS 8-19-2021 REVISION 2 - REMOVED 12" PROPOSED WATER LINE FROM ALL SHEETS 9-10-2021 REVISION 3 - ADDED "UFI PLANS" TO ALL SHEETS 11-1-2021 REVISION 4 - REMOVED UTILITY EASEMENTS
10-24-2022 REVISION 5 - SHOWN ACREAGE FOR PARCEL SHOWN ACREAGE FOR PARCEL 015 AND 016 5-18-2023 REVISION 6 - PARCEL 9 & 10 CONSOLIDATION 9-29-2023 REVISED PER VDOT COMMENTS 11-10-2023 REVISED PER VDOT COMMENTS
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1A
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%%UPROJECT LOCATION MAP
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VDOT GENERAL HIGHWAY MAP RICHMOND, VIRGINIA WARSAW AREA SCALE: 1" = 2,000'
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%%UKEY MAP
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SCALE: 1" = 200'
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PROJECT AREA
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P.0. BOX 6160 9560 KINGS CHARTER DRIVE ASHLAND, VA 23005
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(804) 550-9200 FAX (804) 550-9259
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SB
AutoCAD SHX Text 1-31-2018
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JMS
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CDR
AutoCAD SHX Text Resource International, Ltd. Material included herein is covered by copyright and is the exclusive property of Resource International, Ltd. Use of this work in whole or in part is forbidden without the express written consent of Resource International, Ltd.
AutoCAD SHX Text 11-10-2023
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LIC. NO.
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AutoCAD SHX Text Michael E. Fiore, Jr.
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STATE
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STATE
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ROUTE
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PROJECT
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SHEET
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NO.
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VA
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UPC 105961
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EN14-321-005,
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DESIGN FEATURES RELATING TO CONSTRUCTION
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OR TO REGULATION AND CONTROL OF TRAFFIC
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MAY BE SUBJECT TO CHANGE AS DEEMED
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NECESSARY BY THE DEPARTMENT
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FINAL PLANS
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PROJECT LOCATION MAP AND KEY MAP
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SHEET 3
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SHEET 4
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SHEET 5
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SHEET 6
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SHEET 7
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SHEET 9
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SHEET 10
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SHEET 8
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RICHMOND ROAD STATE ROUTE 3 U.S. ROUTE. 360ROUTE. 360
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MORGAN LANE
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JONES LANE
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LEE AVENUE
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COLLEGE AVENUE
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MAIN STREET
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COURT CIRCLE
9-10-2021 REVISION 3 - ADDED "UFI PLANS" TO ALL SHEETS 9-29-2023 REVISED PER VDOT COMMENTS
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P.0. BOX 6160 9560 KINGS CHARTER DRIVE ASHLAND, VA 23005
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(804) 550-9200 FAX (804) 550-9259
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SB
AutoCAD SHX Text 1-31-2018
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JMS
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CDR
AutoCAD SHX Text Resource International, Ltd. Material included herein is covered by copyright and is the exclusive property of Resource International, Ltd. Use of this work in whole or in part is forbidden without the express written consent of Resource International, Ltd.
AutoCAD SHX Text 11-10-2023
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LIC. NO.
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AutoCAD SHX Text Michael E. Fiore, Jr.
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STATE
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STATE
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ROUTE
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PROJECT
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SHEET
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NO.
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VA
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UPC 105961
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EN14-321-005,
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DESIGN FEATURES RELATING TO CONSTRUCTION
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OR TO REGULATION AND CONTROL OF TRAFFIC
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MAY BE SUBJECT TO CHANGE AS DEEMED
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NECESSARY BY THE DEPARTMENT
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FINAL PLANS
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RIGHT OF WAY DATA SHEET
AutoCAD SHX Text 10-25-2018 REVISION 1 - OWNERS & EASEMENTS TO MATCH FINAL EASEMENT PLATS 9-10-2021 REVISION 3 - ADDED "UFI PLANS" TO ALL SHEETS
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11-22-2021 REVISED PER VDOT COMMENTS
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12-12-2021 REVISED PER VDOT COMMENTS
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2-2-2022 REVISED PER VDOT COMMENTS
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2-14-2022 REVISED PER VDOT COMMENTS
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7-21-2022 REVISED PER VDOT COMMENTS
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10-4-2022 REVISED PER VDOT COMMENTS
9-29-2023 REVISED PER VDOT COMMENTS
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REVISION DATA SHEET
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SUPERVISED BY
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DESIGNED BY
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SURVEYED BY
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DATE: OCTOBER 25, 2018
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SHEET 1B:
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REMOVED PARCELS 001, 023, 024, 025
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ADDED COLUMNS FOR VDOT PERMANENT UTILITY EASEMENTS
AutoCAD SHX Text REVISED OWNERS & EASEMENT AREAS FOR PARCELS 003, 004, 005, 012, 013, 014, 015, 016, 017, AND 022
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SHEETS 2K, 2L, 3 THROUGH 10:
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REVISED EASEMENT LINES, LABELS, OWNERS & EASEMENT AREAS TO MATCH PLATS
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REVISED EXISTING SHEET NUMBER 1C TO NUMBER 1D
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ADDED NEW SHEET NUMBER 1C FOR "REVISION DATA SHEET"
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DATE: AUGUST 19, 2021
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SHEET 1:
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ADDED REVISION DATE
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SHEET 2A:
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REMOVED REFERENCES TO 12" WATER LINE FROM TYPICAL SECTIONS
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SHEET 2B:
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UPDATED CG-12 DETAILS TO CURRENT STANDARDS
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SHEET 2:
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REMOVED REFERENCES TO WATER LINE FROM SHEET INDEX
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SHEETS 3 THROUGH 10:
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REMOVED REFERENCES TO PROPOSED 12" WATER LINE
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DATE: SEPTEMBER 10, 2021
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ALL SHEETS:
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ADDED NOTE "UFI PLANS" TO TOP RIGHT CORNER
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DATE: NOVEMBER 30, 2021
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SHEET 1:
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REVISION DATE
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ADDED EASEMENT AND USE
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ALL SHEETS:
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REMOVED ROAD CENTERLINE LABEL
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LABELED ALL PROPERTY LINES (PL)
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SHEET 3:
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REVISED PARCELS AND OWNER INFORMATION
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ADDED PROPERTY 001A
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ADDED PROPRETY 001
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ADDED EASEMENTS AND USE FOR PARCELS
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SHEET 4:
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FIXED LEADER
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SHOWN AREA OF PARCEL FOR 005 AND 021
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ADDED USE FOR TCE ON PARCEL 007
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REVISED TM# ON PARCEL 022
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SHEET 6:
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ADDED USE FOR TCE ON PARCEL 007
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REVISED TM# ON PARCEL 022
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REVISED EASEMENT TO 10'
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ADDED\REVISED OWNER AND PARCEL INFORMATION FOR 010 AND 024
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ADDED USE FOR TCE ON PARCEL 010
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SHEET 7:
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ADDED\REVISED OWNER AND ACRE INFORMATION FOR PARCEL 025
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UPDATED OWNER INFORMATION FOR PARCEL 012
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ADDED USE FOR TCE ON PARCEL 12
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SHEET 8:
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SHOWN OWNER INFORMATION FOR PARCEL 012
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TM#, ACREAGE, AND PARCEL NUMBER UPDATED FOR PARCEL 028
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SHEET 9:
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PARCEL 028 - UPDATED METES AND BOUNDS
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SHOWN ACREAGE FOR PARCEL 016
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ADDED USE FOR TCE ON PARCEL 28
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SHEET 10:
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SHOWN ACREAGE FOR PARCEL 016
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SHEET 9:
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SHOWN ACREAGE FOR PARCEL 015 AND 016
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DATE: OCTOBER 24, 2022
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REVISED PLAT FOR PARCEL 015
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SHEET 6 & 7:
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PARCEL 9 & 10 CONSOLIDATION
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DATE: MAY 18, 2023
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P.0. BOX 6160 9560 KINGS CHARTER DRIVE ASHLAND, VA 23005
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(804) 550-9200 FAX (804) 550-9259
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SB
AutoCAD SHX Text 1-31-2018
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JMS
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CDR
AutoCAD SHX Text Resource International, Ltd. Material included herein is covered by copyright and is the exclusive property of Resource International, Ltd. Use of this work in whole or in part is forbidden without the express written consent of Resource International, Ltd.
AutoCAD SHX Text 11-10-2023
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LIC. NO.
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AutoCAD SHX Text Michael E. Fiore, Jr.
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STATE
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STATE
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ROUTE
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PROJECT
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SHEET
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NO.
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VA
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UPC 105961
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EN14-321-005,
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DESIGN FEATURES RELATING TO CONSTRUCTION
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OR TO REGULATION AND CONTROL OF TRAFFIC
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MAY BE SUBJECT TO CHANGE AS DEEMED
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NECESSARY BY THE DEPARTMENT
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FINAL PLANS
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REVISION DATA SHEET
10-25-2018 REVISION 1 - OWNERS & EASEMENTS TO MATCH FINAL EASEMENT PLATS 8-19-2021 REVISION 2 - REMOVED PROPOSED 12" WATERLINE FROM ALL SHEETS 9-10-2021 REVISION 3 - ADDED "UFI PLANS" TO ALL SHEETS 12-13-2021 REVISED PER VDOT COMMENTS 10-24-2022 REVISION 5 - REVISED TCE FOR PARCELS 015, 016, AND 022 9-29-2023 REVISED PER VDOT COMMENTS
Δ
CONSTRUCTION NOTES
1. Subdivisions only - These requirements were prepared in accordance with the requirements of (select one):
o VDOT's 2005 Subdivision Street Requirements (SSR) o VDOT's 2009 Secondary Street Acceptance Requirements (SSAR) o VDOT's 2011 Secondary Street Acceptance Requirements (SSAR 2011)
2. All work shown hereon shall be in strict accordance with the Standards and Specifications of the Virginia Department of Transportation (VDOT) Town, and County Ordinances.
3. It is the intent of these drawings to show all necessary work. Any item of work not specifically shown, but necessary to eligibility for acceptance is hereby implied.
4. A VDOT permit must be obtained prior to starting construction within any State Highway Rights-of-Way.
5. The contractor/owner shall perform CBR testing on the subgrade in accordance with VDOT specifications by a certified geotechnical engineer to determine base and pavement designs, and this information must be forwarded to VDOT and reviewed prior to placement of aggregate base.
6. The contractor/owner must specify in writing to VDOT prior to construction, the type of subbase, base and surface pavement to be utilized on each street for each traffic group.
7. The contractor shall notify VDOT 72 hours prior to placement of base materials and prior to the placement of asphalt material to ensure VDOT's ability to perform testing, such as proof-rolling, depth checks, compaction, and contamination. A third party engineering/testing firm shall be utilized for Materials Testing as required by Section 13.1.5.3 of the LAP Manual. The Selected firm shall be accredited in applicable test methods by an independent accrediting body such as AASHTO or equivalent. Personnel of selected firm shall be certified by an independent certification body such as VDOT, ACI or equivalent. 72 hours notice is still required prior to each activity.
8. All culvert pipes shall be of a type approved by VDOT and the Locality.
9. All entrance pipes for driveways shall be a minimum of 12” in diameter, and 30' in length (concrete culverts may be 28' in length), unless otherwise approved by VDOT. Driveway culverts in cul-de-sacs shall be concrete. See approved road plans for the proper culvert sizes.
10. Contractor must verify all dimensions and elevations in the field before starting construction and notify the design engineer of any discrepancies.
11. The contractor shall erect street signs and traffic control signs as indicated on the subdivision construction plans. The signs shall conform to VDOT and County specifications. All proposed sign are to be installed per STP-1 of the 2016 Road and Bridge Standards.
12. The contractor shall do such overlot grading as necessary to preclude the ponding of water adjacent to the roadway.
13. Slope easements will be required at all locations where the top of the cut or the toe of the fill exceeds the proposed dedication of right-of-way.
See plat for exact location.
14. If running water is present in any outlet channel during construction where ditch protection is required, the bottom of the channel shall be lined with rip-rap stone with EC-1 placement. Further, EC-2 or EC-3 must have a minimum width of 4' in fill sections, and 5' in cut sections.
15. The contractor shall be responsible to see that all erosion and sediment control standards are met, and the contractor must seed and mulch all disturbed areas along with all graded areas within the proposed right-of-way in accordance with VDOT standards and specifications.
16. Final location of manholes, valves, fire hydrants, and other appurtenances shall not conflict with or constrict roadway drainage. Contractor shall adjust manholes and/or ditch alignment to ensure proper roadside drainage, compatible with existing field conditions.
17. All water, sanitary sewer, and storm sewer trenches shall be compacted to 95% density in 6” layers. Compaction tests will be required for VDOT acceptance as indicated by density requirements on plans.
18. VDOT will require density tests from a certified engineering firm for all culvert installations with a diameter of 36” or larger.
19. Video inspection may be required on all storm sewer systems prior to final construction approval. A VDOT inspector must be on-site during the video inspection process.
20. The contractor needs to contact Central Region Operations Traffic Signals at (804) 524-6592 for a mark out of the traffic signal equipment a minimum of 72 hours prior to work beginning when working within a 1,000 feet of a traffic signal.
21. The final footage and location for VDOT standard guardrail is to be established prior to the completion of fine grading by joint inspection with the contractor, VDOT, and the owner's representative.
22. A pavement leveling course may be required to meet the intended cross-slope and typical section.
23. All storm structures shall have IS-1 invert shaping, and SL-1's (safety landings) will be required in all structures with a depth over 12'. ST-1's (steps) are required in any structure with a depth of 4' or greater.
UTILITY COMPANIES:
PHONE:
VERIZON
79 MAIN STREET
WARSAW, VA 22572
804-333-8087
IN THE EVENT OF DAMAGE: 877-562-2253
ELECTRIC:
DOMINION VIRGINIA POWER
908 WARRENTON ROAD
FREDERICKBURG, VA 22406
540-752-2018
IN THE EVENT IF DAMAGE: 888-667-3000
TOWN OF WARSAW SHALL HAVE FUTURE MAINTENANCE
RESPONSIBILITY FOR THE SIDEWALKS. HANDICAP RAMPS,
AND OTHER ASSOCIATED IMPROVEMENTS. THE TOWN
SHALL ACQUIRE A LAND USE PERMIT FROM VDOT TO
PERFORM ANY WORK WITHIN THEIR RIGHT-OF-WAYS.
THE PROPOSED SIDEWALK WORK ALONG THE SOUTH SIDE OF
RICHMOND ROAD SHALL BE COMPLETED FIRST. PEDESTRIAN
TRAFFIC SHALL BE BARRED FROM THE WORK AREA, AND
ROUTED TO THE EXISTING WALK ALONG THE NORTH SIDE
DURING THIS CONSTRUCTION.
WHEN THE SOUTH SIDE WORK IS COMPLETED AND OPENED
TO PEDESTRIANS, WORK MAY BEGIN ALONG THE NORTH SIDE
OF RICHMOND ROAD. PEDESTRIAN TRAFFIC SHALL BE
BARRED FROM THE WORK AREA, AND ROUTED TO THE
COMPLETED WALK ALONG THE SOUTH SIDE DURING THIS
CONSTRUCTION.
CABLE:
METROCAST COMMUNICATIONS
233 COLONIAL AVENUE
COLONIAL BEACH, VA 22443
804-224-2381 1-800-633-8578
IN THE EVENT OF DAMAGE: 804-405-3968
WATER/SEWER:
TOWN OF WARSAW
P.O. BOX 730
WARSAW, VA 22572
804-333-3737
IN THE EVENT OF DAMAGE: 804-333-3737
PROJECT NO.:
SHEET:
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THESE PLANS ARE UNFINISHED AND ARE NOT
TO BE USED FOR ANY TYPE OF CONSTRUCTION 2
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AutoCAD SHX Text SHEET DESCRIPTION DESCRIPTION 1 TITLE SHEET TITLE SHEET 1A PROJECT LOCATION MAP AND KEY MAP PROJECT LOCATION MAP AND KEY MAP 1B RIGHT OF WAY DATA SHEET RIGHT OF WAY DATA SHEET 1C REVISION DATA SHEET REVISION DATA SHEET 1D ROUTE 360 - RICHMOND ROAD OVERALL PLAN ROUTE 360 - RICHMOND ROAD OVERALL PLAN 2 INDEX AND GENERAL NOTES INDEX AND GENERAL NOTES 2A ROAD AND SIDEWALK SECTIONS ROAD AND SIDEWALK SECTIONS 2B ROAD NOTES AND DETAILS ROAD NOTES AND DETAILS 2C MAINTENANCE OF TRAFFIC NOTES AND DETAILS - 1 MAINTENANCE OF TRAFFIC NOTES AND DETAILS - 1 2D MAINTENANCE OF TRAFFIC NOTES AND DETAILS - 2 MAINTENANCE OF TRAFFIC NOTES AND DETAILS - 2 2E MAINTENANCE OF TRAFFIC NOTES AND DETAILS - 3 MAINTENANCE OF TRAFFIC NOTES AND DETAILS - 3 2F MAINTENANCE OF TRAFFIC NOTES AND DETAILS - 4 MAINTENANCE OF TRAFFIC NOTES AND DETAILS - 4 2G MAINTENANCE OF TRAFFIC PLAN - 1 MAINTENANCE OF TRAFFIC PLAN - 1 2H MAINTENANCE OF TRAFFIC PLAN - 2 MAINTENANCE OF TRAFFIC PLAN - 2 2I MAINTENANCE OF TRAFFIC PLAN - 3 MAINTENANCE OF TRAFFIC PLAN - 3 2J MAINTENANCE OF TRAFFIC PLAN - 4 MAINTENANCE OF TRAFFIC PLAN - 4 2K MAINTENANCE OF TRAFFIC PLAN - 5 MAINTENANCE OF TRAFFIC PLAN - 5 2L MAINTENANCE OF TRAFFIC PLAN - 6 MAINTENANCE OF TRAFFIC PLAN - 6 2M ROAD CLOSURE PLAN ROAD CLOSURE PLAN 2N SIGNAGE PLAN - 1 SIGNAGE PLAN - 1 2O SIGNAGE PLAN - 2 SIGNAGE PLAN - 2 2P SIGNAGE NOTES AND DETAILS - 1 SIGNAGE NOTES AND DETAILS - 1 2Q SIGNAGE NOTES AND DETAILS - 2 SIGNAGE NOTES AND DETAILS - 2 2R EROSION CONTROL NOTES AND DETAILS - 1 EROSION CONTROL NOTES AND DETAILS - 1 2S EROSION CONTROL NOTES AND DETAILS - 2 EROSION CONTROL NOTES AND DETAILS - 2 2T DRAINAGE AREA MAP DRAINAGE AREA MAP 2U HYDROLOGY CALCULATIONS HYDROLOGY CALCULATIONS 2V EASEMENT LOCATION OVERALL PLAN EASEMENT LOCATION OVERALL PLAN 2W EASEMENT LOCATION OVERALL PLAN EASEMENT LOCATION OVERALL PLAN 3 RICHMOND ROAD, STA 10+00 TO STA 12+75 RICHMOND ROAD, STA 10+00 TO STA 12+75 4 RICHMOND ROAD, STA 12+75 TO STA 15+65 RICHMOND ROAD, STA 12+75 TO STA 15+65 5 RICHMOND ROAD, STA 15+65 TO STA 18+50 RICHMOND ROAD, STA 15+65 TO STA 18+50 6 RICHMOND ROAD, STA 18+50 TO STA 21+40 RICHMOND ROAD, STA 18+50 TO STA 21+40 7 RICHMOND ROAD, STA 21+40 TO STA 24+25 RICHMOND ROAD, STA 21+40 TO STA 24+25 8 RICHMOND ROAD, STA 24+25 TO STA 27+15 RICHMOND ROAD, STA 24+25 TO STA 27+15 9 RICHMOND ROAD, STA 27+15 TO STA 30+00 RICHMOND ROAD, STA 27+15 TO STA 30+00 10 RICHMOND ROAD, STA 30+00 TO STA 31+60.22 RICHMOND ROAD, STA 30+00 TO STA 31+60.22 11 ENTRANCE PROFILES ENTRANCE PROFILES 12 HANDICAP RAMP GRADING - 1 HANDICAP RAMP GRADING - 1 13 HANDICAP RAMP GRADING - 2HANDICAP RAMP GRADING - 2
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1. REFERENCES TO DRAINAGE STRUCTURES INDICATE STANDARDS IN ACCORDANCE WITH CURRENT REFERENCES TO DRAINAGE STRUCTURES INDICATE STANDARDS IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS. 2. TOPOGRAPHIC INFORMATION COMPILED FROM FIELD SURVEYS. PROPERTY LINE INFORMATION COMPILED. TOPOGRAPHIC INFORMATION COMPILED FROM FIELD SURVEYS. PROPERTY LINE INFORMATION COMPILED. 3. LOCATION OF EXISTING SEWERS, WATER AND GAS PIPES, CONDUITS AND OTHER STRUCTURES ACROSS LOCATION OF EXISTING SEWERS, WATER AND GAS PIPES, CONDUITS AND OTHER STRUCTURES ACROSS OCATION OF EXISTING SEWERS, WATER AND GAS PIPES, CONDUITS AND OTHER STRUCTURES ACROSS UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE DRAWINGS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS NEGLIGENCE OR CARELESSNESS. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UTILITIES AND STRUCTURES (UNDERGROUND/ABOVE GROUND), WHETHER SHOWN ON THE DRAWINGS OR NOT, IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE DRAWINGS OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES, CALL "MISS UTILITY" AT 1-800-552-7001 OR 811 - 48 HOURS PRIOR TO EXCAVATION. 4. CONTRACTOR SHALL CALL "MISS UTILITY" AT (800) 552-7001 OR 811 PRIOR TO BEGINNING CONTRACTOR SHALL CALL "MISS UTILITY" AT (800) 552-7001 OR 811 PRIOR TO BEGINNING CONSTRUCTION. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. CONTRACTOR SHALL OBTAIN A LAND USE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. CONTRACTOR SHALL OBTAIN A LAND USE PERMIT FROM VDOT. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMIT(S) FROM THE TOWN OF WARSAW (THE TOWN) AND RICHMOND COUNTY. 6. CONTRACTOR SHALL NOTIFY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (VDEQ) PRIOR TO CONTRACTOR SHALL NOTIFY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (VDEQ) PRIOR TO ANY LAND DISTURBING ACTIVITIES ON SITE. A VSMP PERMIT THROUGH VDEQ IS REQUIRED. 7. CONTRACTOR SHALL PROVIDE THE TOWN DPW AT LEAST 48 HOURS NOTIFICATION AT CONTRACTOR SHALL PROVIDE THE TOWN DPW AT LEAST 48 HOURS NOTIFICATION AT ONTRACTOR SHALL PROVIDE THE TOWN DPW AT LEAST 48 HOURS NOTIFICATION AT 804-333-3737 PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE ACTIVITIES. 8. CONTRACTOR SHALL COORDINATE DISPOSAL OF DEMOLITION MATERIALS WITH THE TOWN. CONTRACTOR CONTRACTOR SHALL COORDINATE DISPOSAL OF DEMOLITION MATERIALS WITH THE TOWN. CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION MATERIALS IN AN APPROVED LOCATION IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. INCLUDING BUT NOT LIMITED TO TREE DEMOLITION, O TREE DEMOLITION, TREE DEMOLITION, CONCRETE SIDEWALKS, GRAVEL, ASPHALT AND ANY OTHER DEMOLITION MATERIALS. 9. CONTRACTOR SHALL SAVE AND RE-INSTALL ALL EXISTING STREET AND ROAD SIGNS. ALL EXISTING CONTRACTOR SHALL SAVE AND RE-INSTALL ALL EXISTING STREET AND ROAD SIGNS. ALL EXISTING SIGNS TO BE RELOCATED SHALL BE EVALUATED TO DETERMINE IF CURRENT VDOT STANDARDS ARE MET (SIZE, REFLECTIVITY, ETC.) AND THEY SHALL BE REPLACED IF THEY DO NOT. CONTRACTOR SHALL PROVIDE SIGN POSTS IN ACCORDANCE WITH THE LATEST VDOT REQUIREMENTS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY STRUCTURES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY STRUCTURES, FENCES, LIGHT POLES, TREES, SHRUBS, ETC. LOCATED IN THE RIGHT-OF-WAY OR ON A RESIDENT'S PROPERTY THAT ARE IMPACTED BY CONSTRUCTION OR DAMAGED DURING CONSTRUCTION. 11. CONTRACTOR SHALL NOT REMOVE ANY TREES OR SHRUBS ON ANY RESIDENT'S PROPERTY UNLESS CONTRACTOR SHALL NOT REMOVE ANY TREES OR SHRUBS ON ANY RESIDENT'S PROPERTY UNLESS NOTED ON THE DRAWINGS. 12. CONTRACTOR SHALL PROVIDE RESIDENTS WITH 72 HOURS NOTICE PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL PROVIDE RESIDENTS WITH 72 HOURS NOTICE PRIOR TO STARTING CONSTRUCTION. 13. ALL PAVEMENT MARKINGS (CROSSWALKS, STOP BARS, ETC.) SHALL BE INSTALLED IN ACCORDANCE ALL PAVEMENT MARKINGS (CROSSWALKS, STOP BARS, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND VDOT REQUIREMENTS. 14. CONTRACTOR SHALL SAW CUT ALL LOCATIONS OF INTERFACE BETWEEN EXISTING PAVEMENT AND ANY CONTRACTOR SHALL SAW CUT ALL LOCATIONS OF INTERFACE BETWEEN EXISTING PAVEMENT AND ANY PROPOSED PAVEMENT.
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GENERAL NOTES
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INDEX OF SHEETS
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WATER METER
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FENCE POST/BOLLARD
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CLEANOUT
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MAILBOX
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PROPERTY CORNER PIN
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AutoCAD SHX Text SITE TABULATION PROJECT AREA/ DISTURBED AREA: 1.42 AC (61,822 SQ.FT.) EXISTING: IMPERVIOUS AREA 0.31 AC (13,355 SQ.FT.) 0.31 AC (13,355 SQ.FT.) GRASS 1.11 AC (48,467 SQ.FT.) 1.11 AC (48,467 SQ.FT.) ________________________________ TOTAL 1.42 AC (61,822 SQ.FT.) 1.42 AC (61,822 SQ.FT.) PROPOSED/FINAL: IMPERVIOUS AREA 0.47 AC (20,340 SQ.FT.) 0.47 AC (20,340 SQ.FT.) GRASS 0.95 AC (41,482 SQ.FT.) 0.95 AC (41,482 SQ.FT.) ________________________________ TOTAL 1.42 AC. (61,822 SQ.FT.) 1.42 AC. (61,822 SQ.FT.)
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REQ'D
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PEDESTRIAN ACCESS GUY WIRE SKETCH* NOT TO SCALE
AutoCAD SHX Text *REPRESENTATIVE - ONLY FOR VDOT's INFORMATION. ACTUAL CONFIGURATION MAY VARY BASED ON DOMINION VIRGINIA POWER STANDARDS AND FIELD CONDITIONS.
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P.0. BOX 6160 9560 KINGS CHARTER DRIVE ASHLAND, VA 23005
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(804) 550-9200 FAX (804) 550-9259
AutoCAD SHX Text
SB
AutoCAD SHX Text 1-31-2018
AutoCAD SHX Text
JMS
AutoCAD SHX Text
CDR
AutoCAD SHX Text Resource International, Ltd. Material included herein is covered by copyright and is the exclusive property of Resource International, Ltd. Use of this work in whole or in part is forbidden without the express written consent of Resource International, Ltd.
AutoCAD SHX Text 11-10-2023
AutoCAD SHX Text
LIC. NO.
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AutoCAD SHX Text Michael E. Fiore, Jr.
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STATE
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STATE
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ROUTE
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PROJECT
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SHEET
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NO.
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VA
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UPC 105961
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EN14-321-005,
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DESIGN FEATURES RELATING TO CONSTRUCTION
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OR TO REGULATION AND CONTROL OF TRAFFIC
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MAY BE SUBJECT TO CHANGE AS DEEMED
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NECESSARY BY THE DEPARTMENT
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FINAL PLANS
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INDEX AND GENERAL NOTES
8-19-2021 REVISION 2 - REMOVED PROPOSED 12" WATERLINE FROM ALL SHEETS 9-10-2021 REVISION 3 - ADDED "UFI PLANS" TO ALL SHEETS 9-29-2023 REVISED PER VDOT COMMENTS 11-10-2023 REVISED PER VDOT COMMENTS
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THESE PLANS ARE UNFINISHED AND ARE NOT
TO BE USED FOR ANY TYPE OF CONSTRUCTION 2A
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2.5" BM-25A
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6" VDOT ST'D 21B STONE
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1.5" SM-9.5A
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SUBGRADE STABILIZED & COMPACTED TO 95% DRY DENSITY
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PRIME COAT 0.20 GAL/SY
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4" VDOT ST'D 21B STONE
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4" CLASS A3 CONCRETE
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(3000 PSI)
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NOT TO SCALE
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CONCRETE SIDEWALK DETAIL
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COMPACTED SUBGRADE TO
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BE FREE OF ROOT MATERIAL
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AND DELETERIOUS DEBRIS
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COMPACTED TO 95 %%% OF MAX
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DRY DENSITY
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NOTE: SIDEWALK SHALL BE 7" THICK AT ALL DRIVEWAY AND ENTRANCE CROSSINGS.
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4' MIN. (SEE PLAN FOR WIDTHS)
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1/2" ASPHALT FIBER EXPANSION JOINT
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EXISTING SIDEWALK OR DRIVEWAY
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PROPOSED SIDEWALK OR ENTRANCE
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NOT TO SCALE
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CONCRETE EXPANSION JOINT DETAIL
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NOT TO SCALE
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%%UTYPICAL CONTROL JOINT
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%%UTYPICAL CONSTRUCTION JOINT
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NOT TO SCALE
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SEALANT
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JOINT
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5'TYP.
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5'TYP.
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FIRST POUR
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JOINT
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PREFORMED
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TO NEXT JOINT
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15' MAX.
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TO NEXT JOINT
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15' MAX.
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EXISTING RIGHT OF WAY
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TYPICAL ENTRANCE SECTION NOT TO SCALE
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EXISTING ROAD CENTERLINE
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PROPOSED CG-9B OR 9D ENTRANCE
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EXISTING ROAD
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PAVEMENT REPLACEMENT DETAIL
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SEE PLAN FOR WIDTHS & LENGTHS
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ROADWAYS AND PARKING AREAS
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CONSTRUCTION EASEMENT
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TYPICAL ROAD & SIDEWALK SECTION RICHMOND ROAD (ROUTE 360) NOT TO SCALE
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2.0% SLOPE
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EXISTING CURB OR CURB & GUTTER
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PROPOSED 4" THICK CONCRETE SIDEWALK
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(PREFERED)
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EXISTING ROAD CENTERLINE
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SLOPE VARIES
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GRASS STRIP
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EXISTING ROAD
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VARIES
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(MAXIMUM)
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EXISTING 46' RIGHT OF WAY
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5' MINIMUM
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(VARIES)
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CONSTRUCTION EASEMENT
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2.0% SLOPE
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PROPOSED 4" THICK CONCRETE SIDEWALK
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(PREFERED)
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VARIES
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SLOPE VARIES
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GRASS STRIP
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EXISTING ROAD
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(MAXIMUM)
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(VARIES)
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MINIMUM 2 LANES
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MINIMUM 2 LANES
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7' PERMANENT EASEMENT
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7' MINIMUM PERMANENT EASEMENT
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EXISTING CURB OR CURB & GUTTER
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2.0% SLOPE
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PROPOSED SIDEWALK
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2.0% SLOPE
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GRASS STRIP
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(MINIMUM)
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(MINIMUM)
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7' PERMANENT EASEMENT'
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EXISTING CURB OR CURB & GUTTER
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SLOPE TO DRAIN
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TYPICAL SIDEWALK SECTION WHERE EXISTING SLOPE IS AWAY FROM THE ROAD NOT TO SCALE
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2.0% SLOPE
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PROPOSED SIDEWALK
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20.0% SLOPE
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GRASS STRIP
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(MAXIMUM)
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(MAXIMUM)
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7' PERMANENT EASEMENT'
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EXISTING CURB OR CURB & GUTTER
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TYPICAL SIDEWALK SECTION WHERE A STEEP SLOPE IS TOWARD THE ROAD NOT TO SCALE
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EXIST. GRADE
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4' TO 5'
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VARIES
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EXISTING DRIVE
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PROPOSED 7' (MINIMUM) PERMANENT EASEMENT
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6" (MIN.) AGGREGATE BASE, TYPE I, SIZE 21B
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PROPOSED CONSTRUCTION EASEMENT WIDTH VARIES, SEE SHEETS 3 THROUGH 10
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PROPOSED AGGREGATE OR ASPHALT TO MATCH EXISTING DRIVE
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2.0% SLOPE
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(MINIMUM)
AutoCAD SHX Text NOTES: 1. IF REQUIRED, SAW CUT EXISTING PAVEMENT TO PROVIDE CLEAN EDGE FOR IF REQUIRED, SAW CUT EXISTING PAVEMENT TO PROVIDE CLEAN EDGE FOR PLACEMENT OF NEW PAVEMENT. 2. ALL CONCRETE, ASPHALT AND GRAVEL SHALL MEET VDOT REQUIREMENTS. ALL CONCRETE, ASPHALT AND GRAVEL SHALL MEET VDOT REQUIREMENTS. 3. ALL ENTRANCES, CURB AND GUTTER AND PAVEMENT SHALL BE INSTALLED IN ALL ENTRANCES, CURB AND GUTTER AND PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH VDOT REQUIREMENTS. 4. PRIME AND TACK COATS REQUIRED IF GRAVEL OR ASPHALT SURFACES ARE PRIME AND TACK COATS REQUIRED IF GRAVEL OR ASPHALT SURFACES ARE EXPOSED FOR MORE THAN 30 DAYS. 5. CONTRACTOR SHALL ENSURE THAT GRAVEL BASE REMAINS CLEAN AND FREE CONTRACTOR SHALL ENSURE THAT GRAVEL BASE REMAINS CLEAN AND FREE OF SOIL, SEDIMENT AND DEBRIS. CONTRACTOR SHALL REPLACE ANY CONTAMINATED GRAVEL. 6. CONTRACTOR SHALL PLACE 6" OF VDOT 21B STONE UNDER ALL CURB AND CONTRACTOR SHALL PLACE 6" OF VDOT 21B STONE UNDER ALL CURB AND GUTTER. STONE BASE SHALL EXTEND FOR AT LEAST 1.0' BEHIND BACK OF CURB.
AutoCAD SHX Text NOTE: DIRECTION AND MAGNITUDE OF SLOPES MAY CHANGE BASED ON EXISTING TOPOGRAPHY- SEE THE SECTIONS BELOW
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(VARIES)
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MATCH FLOW LINE OF EXISTING GUTTER
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2.0% SLOPE
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PROPOSED SIDEWALK
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EXISTING CURB & GUTTER
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EXIST. GRADE
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20.0% SLOPE
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SIDEWALK SECTION STATION 16+70 TO 17+05 RIGHT NOT TO SCALE
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2.0% SLOPE
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2.0% SLOPE
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* GRASS STRIP SLOPES MAY VARY BASED ON EXISTING TOPOGRAPHY IN ORDER TO ALLOW POSITIVE DRAINAGE
AutoCAD SHX Text COURSE THICKNESSES SHOWN ARE MINIMUMS. MATCH EXISTING THICKNESSES IF GREATER THAN SHOWN
AutoCAD SHX Text CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO MATCH THE ENTIRE FINISHED ASPHALT PATCH SURFACE TO THE EXISTING PAVEMENT FOR GRADE, ALIGNMENT AND CONTOUR. IRREGULARITIES SUCH AS DIPS, HUMPS, UNEVEN SURFACES, HONEYCOMBING, ETC. WILL NOT BE ALLOWED.
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EXISTING ROAD CENTERLINE
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EXISTING 46' RIGHT OF WAY
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2.0% SLOPE
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PROPOSED SIDEWALK
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(PREFERED)
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SLOPE VARIES
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PROPOSED GRASS STRIP
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EXISTING WESTBOUND LANES
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(MAXIMUM)
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7' PERMANENT EASEMENT'
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REMOVE EXISTING GUTTER, REPLACE WITH CG-6
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2.0% SLOPE
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REMOVE EXISTING SIDEWALK SEE PLAN FOR LOCATIONS
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REMOVE EXISTING CURB
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ALIGN FACE OF CG-6 PAN WITH EXISTING PAVEMENT SAW CUT
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VARIES-MINIMUM TWO LANES
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SAW CUT PAVEMENT TO A STRAIGHT EDGE AFTER REMOVING GUTTER
AutoCAD SHX Text TYPICAL SECTION FROM STATION 29+25± TO 30+20± LEFTSHOWING DEMOLITION AND NEW WORK NOT TO SCALE
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RIGHT OF WAY LINE
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RIGHT OF WAY LINE
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PROPOSED GRASS STRIP
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EXISTING EASTBOUND LANES
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VARIES-MINIMUM TWO LANES
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EXISTING ROAD CENTERLINE
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15' PERMANENT VDOT UTILITY EASEMENT
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CONSTRUCTION EASEMENT
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(VARIES)
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15' PERMANENT VDOT UTILITY EASEMENT
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CONSTRUCTION EASEMENT
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(VARIES)
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15' PERMANENT VDOT UTILITY EASEMENT
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CONSTRUCTION EASEMENT
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(VARIES)
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15' PERMANENT VDOT UTILITY EASEMENT
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2.0% SLOPE
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(MAXIMUM)
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8.0% SLOPE
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(MAXIMUM)
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2:1 SLOPE (TYPICAL)
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2:1 SLOPE (TYPICAL)
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2:1 SLOPE (TYPICAL)
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P.0. BOX 6160 9560 KINGS CHARTER DRIVE ASHLAND, VA 23005
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(804) 550-9200 FAX (804) 550-9259
AutoCAD SHX Text
SB
AutoCAD SHX Text 1-31-2018
AutoCAD SHX Text
JMS
AutoCAD SHX Text
CDR
AutoCAD SHX Text Resource International, Ltd. Material included herein is covered by copyright and is the exclusive property of Resource International, Ltd. Use of this work in whole or in part is forbidden without the express written consent of Resource International, Ltd.
AutoCAD SHX Text 11-10-2023
AutoCAD SHX Text
LIC. NO.
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STATE
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STATE
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ROUTE
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PROJECT
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SHEET
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NO.
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VA
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UPC…
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