ADDENDUM No.1-Revised Plan Sheets.pdf

PDF 5 MB Posted

Attached to
IFB Town of Warsaw Sidewalk Enhancement Project
Solicitation number
53145
Issued by
Richmond County, Virginia

About this file

Written by GovTribe AI ·

This document is an ADDENDUM No.1 to the drawings related to the Sidewalk Enhancement Project for the Town of Warsaw, Virginia, along Route 360. The project involves the construction of sidewalk improvements, including the removal and replacement of existing sidewalk, curb and gutter, and pavement. The drawings provide details on the typical sidewalk section, entrance section, control and construction joints, and demolition and new work. The project is being managed by Resource International, Ltd. on behalf of the Virginia Department of Transportation (VDOT) for the Town of Warsaw.

The Sidewalk Enhancement Project is part of a larger state and local contract opportunity issued by the Town of Warsaw, Virginia, for improvements along Route 360 (Richmond Highway). The project area extends from Main Street west to the intersection of Jones Lane (Route T-1013) and Morgan Lane (Route 1016) in Richmond County, Virginia. The drawings provide construction details and specifications for the sidewalk, curb and gutter, and pavement work required under this contract.

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Other files

File Type Posted
Addendum No. 2 - Warsaw Sidewalk Enhancement.pdf PDF
Warsaw IFB 11292023.pdf PDF
Bid Form Dec 2023.xlsx XLSX spreadsheet
Bid Form revised 24 JAN 2024.xlsx XLSX spreadsheet
Pre-bid Mtg Minutes.pdf PDF
Addendum No.1 Warsaw Sidewalk Enhancement 01192024 .pdf PDF
CQAP-Warsaw_Rte. 360 Sidewalks_UPC 105961_12.14.2023.pdf PDF
2023-11-27 - Approved - UPC 105961 - Fullset.pdf PDF

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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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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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VARIES

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SLOPE VARIES

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GRASS STRIP

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EXISTING ROAD

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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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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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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.

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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

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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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15' PERMANENT VDOT UTILITY EASEMENT

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CONSTRUCTION EASEMENT

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15' PERMANENT VDOT UTILITY EASEMENT

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CONSTRUCTION EASEMENT

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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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CONCRETE SIDEWALK DETAIL - OPTIONAL

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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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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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CONCRETE SIDEWALK DETAIL - STANDARD

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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

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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.

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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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ROAD AND SIDEWALK SECTIONS

AutoCAD SHX Text 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 1-16-2024 ADDENDUM No.1

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