IFB 24-25-081 Plans.pdf

PDF 3 MB Posted Feb 6, 2025

Attached to: IFB 24-25-081 Kemper Road Improvements - S. Main St. to Edmonds St.
Solicitation number: 87355
Issued by: Patrick County, Virginia

About this file

Written by GovTribe AI · Feb 6, 2025

This is a set of construction plans from the City of Danville, Virginia Department of Public Works for roadway improvements along Kemper Road (Project #TA21-108-468, UPC 117942). The project involves adding sidewalk to the south side of Kemper Road from S Main Street to Edmonds Street, spanning approximately 1,980 linear feet, to allow for pedestrian access from adjacent residential development to Danville Community College and the commercial corridor on S Main Street. The work includes installation of sidewalks, pedestrian curb ramps, continental crosswalks, traffic control measures, and required signage work. The project area has an Annual Average Daily Traffic (AADT) of 5,100 vehicles per day with 1% truck traffic.

The plans detail specific technical requirements including erosion & sediment control measures, traffic management protocols, and cross-sections showing existing and proposed elevations. The project requires coordination with multiple utility owners including Danville Utilities, Verizon, Comcast, and the City's Public Works department. The contractor must maintain access to all businesses during business hours and provide a minimum lane width of 10 feet during construction. Traffic control must follow the 2011 Virginia Work Area Protection Manual specifications, with right lane closures required throughout the project duration. The project appears to be federally funded through the Transportation Alternatives Program (TAP) based on the project numbering convention.

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PLANS FOR CONSTRUCTION OF PROPOSED

ROADWAY IMPROVEMENTS

H-958

S M

S T

R E

E T

PROJ. TA21-108-468

(UPC 117942)

LEGEND

BEGIN PROJECT

STA. 6+50.00

N3367222.49 E11216430.23

END PROJECT

STA. 25+30.00

N3367186.93 E11214450.57

DESCRIPTION REFERENCE

BOP STA. 6+50.00 KEMPER RD

N3367222.49 E11216430.23

2 3

KEMPER ROAD

S T

N E

A T

H E

R Y

B O

S W

S T

B O

S W

S T

S O

U T

H A

M P

T O

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D N

O R

S T

B O

N N

E R

A V

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M O

N D

S S

T E

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S T

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INDEX OF SHEETS

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GENERAL NOTES

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COV-1

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GEN-1

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COVER SHEET

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CROSS SECTIONS STA. 6+50 TO STA. 12+00

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XSEC-1

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CROSS SECTIONS STA. 12+50 TO STA. 18+00

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XSEC-2

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(NFO)TA21-108-468

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TA21-108-468

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TIER 1 PROJECT

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SECTION

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LENGTH INCLUDING

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PROJECT NO.

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FEET

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CODE

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UPC

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NO.

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NOTE: PROJECT LENGTH BASED ON CONSTRUCTION BASELINE

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DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION

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SURVEYED BY, DATE

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DESIGN BY

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SUBSURFACE UTILITY BY, DATE

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LOCALLY ADMINISTERED PROJECTS

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STATE

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MILES

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AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

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NECESSARY BY THE CITY.

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THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

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AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC

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PDF VERSION OF THE PLAN ASSEMBLY.

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DEPARTMENT'S 2020 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD

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AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO

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THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS

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CITY OF DANVILLE

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TITLE OF POSITION

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CITY OF DANVILLE PUBLIC WORKS ENGINEERING DIVISION 434-799-5019

AutoCAD SHX Text U000-108-428

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PROJECT

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FEDERAL AID

AutoCAD SHX Text POPULATION 42,590 (2020 CENSUS) City of Danville

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COV-1

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DATE

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BRIAN L. DUNEVANT, P.E.

AutoCAD SHX Text THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY AS AWARDED, INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL CONSTRUCTION PLANS.

AutoCAD SHX Text THE ORIGINAL APPROVED TITLE SHEET, INCLUDING ORIGINAL SIGNATURES, IS FILED IN THE CITY ENGINEER'S OFFICE OF THE CITY OF DANVILLE. ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.

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MILES

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LENGTH EXCLUDING

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TYPE

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PROJECT

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DESCRIPTION

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BRIDGE(S)

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BRIDGE(S)

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TYPE

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STATE

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FEDERAL AID

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STATE

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PROJECT

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ROUTE

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VA.

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PROJECT

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SHEET NO.

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SHEET

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NO.

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COV-1

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PROJECT MANAGER

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RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

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NAME OF LOCALITY

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FOR SECTION NUMBERS

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SEE TABULATIONS BELOW

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FOR SECTION NUMBERS

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SEE TABULATIONS BELOW

AutoCAD SHX Text CITY OF DANVILLE #TAP21 KEMPER ROAD IMPROVEMENTS FROM: S MAIN STREET TO: EDMONDS STREET

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CITY ENGINEER

AutoCAD SHX Text KAREN BLACK 434-799-5019 ext. 2532 (City of Danville) 434-799-5019 ext. 2532 (City of Danville)

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CITY OF DANVILLE PUBLIC WORKS ENGINEERING DIVISION 434-799-5019

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CITY OF DANVILLE PUBLIC WORKS ENGINEERING DIVISION 434-799-5019

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PENG

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FROM: S MAIN STREET TO: EDMONDS STREET

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AutoCAD SHX Text 12/11/2024

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FHWA-DATA-534-34028

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KEMPER ROAD: FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

AutoCAD SHX Text Fr: S MAIN STREET

AutoCAD SHX Text To: EDMONDS STREET

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URBAN MINOR ARTERIAL ROLLING - 30 MPH DESIGN SPEED

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ADT 2022

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ADT

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DHV

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V (MPH)

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SP-1

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SP-2

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SITE PLAN STA. 6+50 TO STA. 11+50

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SITE PLAN STA. 11+50 TO STA. 17+50

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SP-4

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SITE PLAN STA. 17+50 TO STA. 23+50

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EXIST. POLE

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PROPERTY LINE

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EXIST. STORM SEWER

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EXIST. SANITARY MANHOLE

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EXIST. STORM INLET

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EXIST. SANITARY MAIN

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EXIST. WATER MAIN

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EXIST. GAS MAIN

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EXIST. FIRE HYDRANT

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EXIST. SIGN

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EXIST. GUY WIRE

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RIGHT OF WAY LINE

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EXIST. SHRUB

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EXIST. STORM MANHOLE

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ELECTRIC MANHOLE

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TELEPHONE MANHOLE

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EXIST. SANITARY CLEANOUT

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PROPOSED CONCRETE

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SIDEWALK, 4" THICK

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PROPOSED ASPHALT

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DRIVEWAY TIE-IN

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PROPOSED CONCRETE

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DRIVEWAY, 7" THICK

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PROPOSED GRASS

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STRIP

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EXIST. CHAIN LINK FENCE

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TRAFFIC MANAGEMENT PLAN

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MOT-1

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SITE PLAN STA. 23+50 TO STA. 26+30

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CROSS SECTIONS STA. 18+50 TO STA. 24+00

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CROSS SECTIONS STA. 24+50 TO STA. 26+00

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DEMOLITION OF

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CONC. WALK, DRIVEWAY ENT.

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SFTY

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#TAP-5118(306)

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UPC 117942

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BOSWELL ST: FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

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LOCAL RESIDENTIAL ROLLING - 25 MPH DESIGN SPEED

AutoCAD SHX Text <500

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ADT 2022

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BONNER AVE: FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

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LOCAL RESIDENTIAL ROLLING - 25 MPH DESIGN SPEED

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DHV

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#TAP-5108(203)

THE CITY OF DANVILLE, VIRGINIA

DEPARTMENT OF PUBLIC WORKS

GEN-1

N/A N/A N/A

H-958PLAN:

HOR:

VERT:

SCALE

SHEET

CITY FILE NUMBER:

GENERAL NOTES#TAP KEMPER ROAD IMPROVEMENTS

PROJ. #TA21-108-468 UPC #117942

1. The contractor is responsible for reviewing all drawings and specifications. Any discrepancies shall be brought to the attention of the Engineer.

2. The location of underground utilities is approximate. It shall be the contractor's responsibility to satisfy himself as to all conditions of the work before bidding. No representations are made as to subsurface conditions.

3. The contractor shall be responsible for coordinating all work.

4. The contractor shall provide all traffic control in accordance with the 2011 “Virginia DOT Work area Protection Manual,” (Revision 2.1, November 1, 2020) including flagmen where needed.

5. The contractor is responsible for obtaining all permits, including a land disturbance permit, erosion & sediment control permit, a building permit, and a Danville Business License.

6. Contractor shall contact “MISS Utility” 48 hours prior to starting work. The location of existing utilities as shown is approximate only. The contractor shall be responsible for repairing, at their expense, all existing utilities damaged during construction.

7. The City and all other authorities must be notified one week prior to starting work.

8. Care must be taken during construction to prevent erosion, dust, and mud from damaging adjacent property, clogging ditches, tracking public streets, and otherwise creating a public nuisance to surrounding areas.

9. A copy of the approved construction documents, including the written specifications shall be kept on site at all times.

10. All traffic throughout the project shall be maintained as noted and shall meet all City and VDOT requirements, including maintained access to all businesses during business hours.

11. Any field survey required for laying out and establishing grades for the site as indicated on the plans shall be included in the contract prices for construction.

12. The contractor shall submit a schedule of work using the critical path method as outlined in the specifications prior to starting construction. Contractor shall also provide a plan for merchant access during construction and a schedule of work and duration of disturbance for each affected merchant.

13. The contractor shall be responsible only for the Traffic Control for the Arnett Boulevard work. Any detours shall be set up by the City of Danville Traffic Control Division. Contractor shall give Traffic Control at least 2 days prior notice.notice of any detour.

GENERAL NOTES

· ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment practices will be constructed and maintained in accordance to the minimum standards and specifications of the latest edition of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations.

· ES-2: The plan approving authority must be notified one week prior to the preconstruction conference, one week prior to the commencement of the land disturbing activity, and one week prior to the final inspection.

· ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing.

· ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times.

· ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including but not limited to, offsite borrow and waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority.

· ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority.

· ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved.

· ES-8: During dewatering operations, water will be pumped into an approved filtering device.

· ES-9: The contractor shall inspect all erosion and sediment control measures periodically and after each runoff-producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion controls devices shall be made immediately.

· ES-10: All waste materials, construction debris, and trash will be collected and either removed from the site and disposed of properly or the collected material will be stored in a securely lidded container.

If a lidded container is used, it will be emptied as necessary and its contents disposed of properly. No construction materials will be buried onsite. A licensed sanitary waste management contractor will collect all sanitary waste from portable units. Good housekeeping and spill control practices shall be followed during construction to minimize storm water contamination from petroleum products, fertilizers, paints, asphalts, and concrete. A list and the location of required best management practices that are to be used to minimize storm water contamination may be required. Material storage and waste disposal shall be in compliance with federal, state, and local laws and regulations.

· ES-11: Any high-risk chemicals that are to be onsite shall be properly stored and disposed of in accordance with federal, state, and local laws and regulations.

· ES-12: A spill prevention control plan is required for any identified hazardous materials that are to be stored onsite. All spills will be cleaned up immediately when discovered. Spills large enough to reach a storm drainage system or waterways will be immediately reported to the Danville Fire Department Hazardous Materials Response Team (434-799-5226) and the Danville Public Works Department (434-799-5245). Remember, if there is an emergency, dial 911.

EROSION & SEDIMENT CONTROL NOTES

1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant longer than 30 days.

Permanent stabilization shall be applied to areas that are to be left dormant for more than one year.

2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrows areas and soil intentionally transported from the project site.

3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that, is uniform, mature enough to survive and will inhibit erosion.

4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land-disturbing activity and shall be made functional before upslope land disturbance takes place.

5. Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately after installation.

6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin.

a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres.

b.Surface runoff from disturbed areas that is comprised of areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized.

7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilization measures until the problem is corrected.

8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure.

9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.

10. All storm sewer inlets that are made operational during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment.

11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel.

12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction.

Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these if armored by nonerodible cover materials.

13. When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided.

14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met.

15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.

16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:

a. No more than 500 linear feet of trench may be opened at one time.

b. Excavated material shall be placed on the uphill side of trenches.

c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite properties.

d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization.

e. Restabilization shall be accomplished in accordance with these regulations.

f. Applicable safety regulations shall be complied with.

17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling, or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land-disturbing activities.

18. All temporary erosion and sediment control measures shall be removed within 30 days after final stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation.

19. Properties and waterways downstream from the development sites shall be protected from sediment deposition, erosion and damage.

EROSION & SEDIMENT MINIMUM STANDARDS

TYPICAL SECTION

AADT: 5100 VPD URBAN MINOR ARTERIAL: 30 MPH

GRADING GENERAL NOTES

G-1 The grade line denotes top of finished pavement unless shown otherwise on typical sections or plans.

G-6 The borrow material for this project shall be a minimum CBR value of 5 or as approved by the Materials Engineer.

INCIDENTAL GENERAL NOTES

P-2 The pavement materials on this project will be paid for on a tonnage basis. The weight will vary in accordance with the specific gravity of the aggregates and the asphaltic content of the mix actually used to secure the design depth. The weight of the asphalt concrete is based on 95% of theoretical maximum density.

(See IIM-LD-158)

INCIDENTAL GENERAL NOTES

I-5 That portion of the right of way lying within the Clear Zone or within a minimum of 10 feet (3m), from the edge of pavement or surfacing or within the limits of the construction slopes beyond 10 feet (3m), shall be cleared and grubbed in accordance with the applicable VDOT Road and Bridge Specifications, Section 301, where sufficient right of way or construction easement is provided.

I-6 Certain trees shall be preserved as noted on plans or as directed by the Engineer.

I-7 Where Standard slope roundoffs would damage trees, bushes or other desirable vegetation, they shall be omitted when so ordered by the Engineer.

I-8A Clearing and grubbing shall be confined to those areas needed for construction. No trees or shrubs in ungraded areas shall be cut without the permission of the Engineer.

I-9 When no centerline alignment is shown for a proposed entrance, the entrance shall be constructed in the same location as the existing entrance.

I-20 The Official Electronic PDF Version of the plans will override the paper copies or prints of specific layers. Portions of this plan assembly have been CADD generated. To assist in the preparation of the bid and construction of the project, AutuCAD format (.dwg) files will be made available to the prime contractor during bids and after award of the contract.

I-21 All electronic plan assemblies will include the construction plans in two formats:

PDF files and AutoCAD format (.dwg) files. Only the PDF files will be considered as part of the official plan assembly.

The AutoCAD format (.dwg) files are furnished only as information for the contractor. These plans are developed in layers (levels) to aid in readability

VDOT NOTES

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PLANS

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RED LINE

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KAB

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AutoCAD SHX Text CITY OF DANVILLE, VIRGINIA OFFICE OF THE CITY ENGINEER 427 PATTON STREET DANVILLE, VA 24541 434-799-5019

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DATE

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DESIGNED

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CHECKED

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DATE

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KAB

AutoCAD SHX Text 12/16/22

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80'± ROW

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2:1 MAX.

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2:1 MAX.

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EXISTING ASPHALT PAVEMENT

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PROP. 4" CONCRETE

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SIDEWALK

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EXIST. CURB

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EXIST. CURB

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AutoCAD SHX Text Water & Gas: Danville Utilities Water & Gas Division P.O. Box 3300 Danville, VA 24543 (434) 799-5284 Electric: Danville Utilities Electric Division P.O. Box 3300 Box 3300 Danville, VA 24543 (434) 799-5268 Sanitary Sewer: City of Danville Public Works P.O. Box 3300 Danville, VA 24543 (434) 799-5245

AutoCAD SHX Text Telephone: Verizon, Inc. 141 Trade St Danville, VA 24541 (434) 791-9807 Cable Television: Comcast 560 Patton St Danville, VA 24541 (434) 791-5137

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UTILITY OWNERS

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VAR.

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2%%% MAX

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6" VDOT 21A

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(1'MIN)

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VDOT 40%%% COMMENTS

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KAB

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MOT-1

N/A N/A N/A

H-958PLAN:

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CITY FILE NUMBER:

TRAFFIC MANAGEMENT PLAN#TAP21 KEMPER ROAD IMPROVEMENTS

PROJ. #TA21-108-468 UPC #117942

INTRODUCTION

Project Location: Kemper Road

From: S Main Street To: Edmonds Street

Kemper Road corridor improvements from S Main Street to Edmonds Street. This project will add sidewalk to the south side of Kemper Road to allow for pedestrian access from adjacent residential development to Danville Community College and to commercial corridor on S Main Street.

Kemper Road is an undivided two-lane, Collector Street with a 2022 Annual Average Daily Traffic (AADT) of 5100 vehicles per day (VPD), and serves as a neighborhood hub for multiple residential areas. Types of traffic primarily include, travelers, commuters, and residents. Trucks comprise only 1% of the AADT.

Right (outside) lane closures will be required throughout the project.

The following traffic control specifications from the 2011 Virginia Work Area Protection Manual, Revision 2.1 (November 1, 2020), shall be utilized:

TTC-16.2 Outside Lane Closure Operation on a Four-Lane Roadway TTC-35.1 Sidewalk Closure and Bypass Sidewalk Operation TTC-36.2 Crosswalk Closure and Pedestrian Detour Operation TTC-53.0 Signing for Project Limits

Use of other typical applications shall be used as needed or as directed and/or approved by the Engineer.

TEMPORARY TRAFFIC CONTROL PLAN

General Notes

1. Work zone length is 1980 LF along Kemper Road. Bonner Avenue and Boswell Street will be impacted by the proposed crosswalks at both intersections, as well as the re-striping of the stop bar/arrows at Bonner Avenue.

2. During the Work the Temporary Traffic Control (TTC) work zone shall be maintained in accordance with the 2011 Edition of the Virginia Work Area Protection Manual (VWAPM), Revision 2.1 - November 1, 2020, to include all revisions.

3. Traffic control devices shall be furnished, installed and maintained by the Contractor.

4. Minimum Lane width which shall be maintained is ten (10) feet.

5. Pedestrians shall be accommodated through detours as shown in TTC-35.1 and TTC-36.2.

6. Temporary traffic control devices that are not in use, or are in conflict, shall either be covered or removed by the Contractor.

7. Without prior notice the Contractor shall be prepared to open the roadway and provide access to emergency response vehicles during the Work.

8. Access to all connections and entrances shall be maintained during the Work unless otherwise approved by the Engineer.

9. Travel lanes will be affected intermittently on all routes during the Work. Alternate routes may be available. Certified flaggers may be used when needed to control traffic through the work zone.

10. The work zone shall be maintained in accordance with Section 108.02 “Limitations of Operations” of the 2016 Virginia Department of Transportation Road & Bridge Specifications and day and time limitations/restrictions noted in the attached schedule of sites.

11. To maintain efficient traffic flow in a flagging operation on a two-lane roadway the maximum time motorist should be stopped at a flagger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) (VWAPM, Section 6E.07)

12. Measures shall be taken to ensure adequate sight distance to all crossing/intersecting routes and entrances is maintained; traffic control devices, construction equipment, material storage or any other obstacle shall not interfere with sight distances in vicinity of intersections and/or entrances.

13. Restrictions in these notes will apply, except in cases where the Engineer determines they are not in the best interest of the Department and/or travelling public.

14. Contractor shall designate a Worksite Traffic Control Supervisor (WTCS) who shall be responsible for the maintenance and installation of temporary traffic control devices and available twenty-four (24) hours per day. Seven (7) days a week in the event of an emergency. Furthermore, the Contractor shall have at least one person certified in Intermediate Work Zone Traffic Control to design and install temporary traffic control, and one person certified in Basic Work Zone Traffic Control to adequately maintain the work zone.

TRANSPORTATION OPERATIONS & PUBLIC COMMUNICATION PLAN

1) The process to notify City of Danville of planned lane closures is:

a. Contractor shall contact the Project Manager a minimum of 24 hours in advance of the planned lane closure.

2) The Project Manager shall provide the necessary information to the City of Danville Public Information Officer, as well as post the closure on the City of Danville Road Closure App.

3) The following is a list of local emergency contact agencies:

a. City of Danville Police: 911

b. Danville Public Works: (434) 799-5245

c. 911 Center: 911

d. Fire & Rescue: 911

e. Hazmat Center (if spill involved): 911

4)Process to respond to incidents occurring in or adjacent to the construction work zone(s) is:

a. The Contractor shall call 911 to determine the appropriate response.

b. Depending upon severity of incident and need for incident management, the Contractor shall immediately cease all work activities.

c. The following personnel shall be notified of an incident within the work zone:

Project Inspector: TBD Project Manager: Karen Black (434) 799-5019 x2532 Public Works City Engineer: Brian Dunevant: (434) 799-5019 x2530 Public Works Division Director of Streets: Jonathan Sharp (434) 799-5245

SEQUENCE OF CONSTRUCTION

Unless otherwise approved or directed by the Engineers, the Contractor shall plan and prosecute the work in accordance with the following:

· PHASE 1

o Install sidewalk, pedestrian curb ramps, and required sign work to include relocating or new installations of signs along the eastbound side of Kemper Road between the intersections of S Main Street and Edmonds Street.

o Eradicate Stop Bar, Through/Left Double Turn Arrow, and Double Yellow Lines at the intersection of Bonner Avenue. Reinstall pavement markings behind new continental crosswalk. Additional continental crosswalks shall be installed as shown on plans.

It is not the intent of the sequence of construction plan to enumerate every detail which must be considered in the construction of each stage, but only to show the general handling of traffic.

TRAFFIC MANAGEMENT PLAN

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AutoCAD SHX Text N/A

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AutoCAD SHX Text CITY OF DANVILLE, VIRGINIA OFFICE OF THE CITY ENGINEER 427 PATTON STREET DANVILLE, VA 24541 434-799-5019

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DATE

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DESIGNED

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CHECKED

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AutoCAD SHX Text 12/16/22

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VDOT 40%%% COMMENTS

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KAB

AutoCAD SHX Text 4/19/23

D S

KEMPER ROAD

B O

6+00 7+00 8+00 9+00 10+00 11+00

5+50 6+50 7+50 8+50 9+50 10+50 11+50

SIDEWALK TO REMAIN

TPTREE

PROTECTION

STD. 3.38

INSTALL

CONTINENTAL

CROSSWALK

VDOT CG-12

TYPE B

VDOT CG-12

INSTALL

CONTINENTAL

CROSSWALK

SF SF

XXXXXXXXXXXXXXXXX

BEGIN PROJECT

STA. 6+50.00

N3367222.49' E11216430.23'

REMOVE EXIST. H.C. RAMPS

INSTALL NEW CG-12, TYPE B

THE CITY OF DANVILLE, VIRGINIA

DEPARTMENT OF PUBLIC WORKS

SP-1

1" = 20' 1" = 20' 1" = 5'

H-958PLAN:

HOR:

VERT:

SCALE

SHEET

CITY FILE NUMBER:

SITE PLAN 1#TAP21 KEMPER ROAD IMPROVEMENTS

PROJ. #TA21-108-468 UPC #117942

M A

A . 1

S H

-2

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OTIS B. ROSE, III & SHARON WHITT ROSE REF #20175 #144 KEMPER RD

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COMMONWEALTH OF VIRGINIA STATE BOARD FOR COMMUNITY COLLEGE REF #26334

AutoCAD SHX Text BENITO C. REYES & BENNY C. REYES & BRYAN C. REYES & BRANDON C. REYES REF #22559 #217 KEMPER RD

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ANITA L. NEWMAN REF #23915 #221 KEMPER RD

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GERALDINE T. YANCEY REF #23668 #229 KEMPER RD

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BEVERLY TERRY, JR. & GERALDINE T. YANCEY REF #22900 #231 KEMPER RD

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BENNIE L. GRIFFEN REF #24431 #200 KEMPER RD

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DANVILLE NEIGHBORHOOD DEVELOPMENT CORP. REF #22635 #210 KEMPER RD

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DVA HOLDINGS, LLC REF #25768 #212 KEMPER RD

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REYNAOLD E. PERALTA MARTE REF #25456 #216 KEMPER RD

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COLLIE RENTALS, LLC REF #21925 #218 KEMPER RD

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JAMIE LEE DAVIS REF #23067 #224 KEMPER RD

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AYFFA, INC REF #25165 #230 KEMPER RD

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JOHN H. PERALTA PEREZ REF #24724 #302 KEMPER RD

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PERALAT PEREZ FAUSTO & LIES MARTE SALCEDO REF #23001 #301 KEMPER RD

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PT: 6+73.05

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AutoCAD SHX Text CITY OF DANVILLE, VIRGINIA OFFICE OF THE CITY ENGINEER 427 PATTON STREET DANVILLE, VA 24541 434-799-5019

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DATE

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DESIGNED

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CHECKED

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DATE

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KAB

AutoCAD SHX Text 12/16/22

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( IN FEET )

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GRAPHIC SCALE

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VDOT 40%%% COMMENTS

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KAB

AutoCAD SHX Text 4/19/23

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VDOT PH COMMENTS

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KAB

AutoCAD SHX Text 12/11/24

KEMPER RD

A M

N A

12+00 13+00 14+00 15+00 16+00 17+00

11+50 12+50 13+50 14+50 15+50 16+50 17+50

VDOT CG-12

TYPE B

REMOVE DECORATIVE

CONCRETE STONES

INSURE 4' MIN

CONC. WIDTH

THE CITY OF DANVILLE, VIRGINIA

DEPARTMENT OF PUBLIC WORKS

SP-2

1" = 20' 1" = 20' 1" = 5'

H-958PLAN:

HOR:

VERT:

SCALE

SHEET

CITY FILE NUMBER:

SITE PLAN 2#TAP21 KEMPER ROAD IMPROVEMENTS

PROJ. #TA21-108-468 UPC #117942

M A

A . 1

S H

-1

M A

A . 1

S H

-3

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LDC RENTALS, LLC REF #23494 #304 KEMPER RD

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PERALAT PEREZ FAUSTO & LIES MARTE SALCEDO REF #23001 #301 KEMPER RD

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EDDY SANCHEZ TINEO REF #25652 #309 KEMPER RD

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DANIEL D. MONDRAGON & RAFAELA MONDRAGON REF #23097 #306 KEMPER RD

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LATORIA LOGAN REF #20914 #308 KEMPER RD

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DELORES H. CURRY & CHRISTOPHER ALLEN CURRY REF #25146 #318 KEMPER RD

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TONY L. HAMLETT REF #20329 #324 KEMPER RD

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ANN T. CABRAL REF #22250 #328 KEMPER RD

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AYFFA, INC. REF #24540 #334 KEMPER RD

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DEANGELO J. BENNETT & JESSICA R. BENNETT REF #20991 #402 KEMPER RD

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MYRTLE E. REID REF #23791 #406 KEMPER RD

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FRANCES B. JEFFERSON REF #24391 #313 KEMPER RD

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DVA HOLDINGS, LLC REF #20008 #319 KEMPER RD

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SHIRLEY A. WOODY REF #24014 #323 KEMPER RD

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AYFFA, INC. REF #20694 #327 KEMPER RD

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PAUL G. WALLACE & ROCHELLE K. WALLACE REF #23980 #331 KEMPER RD

AutoCAD SHX Text GEORGE D. McDONALD REF #25046 #333 KEMPER RD

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EUGENE F. SAUNDERS, JR. & DANIEL W. SAUNDERS REF #24532 #403 KEMPER RD

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JULIUS T. ROBERTSON & ANN M. ROBERTSON REF #25950 #407 KEMPER RD

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FEDERAL NATIONAL MORTGAGE ASSOC. REF #20929 #411 KEMPER RD

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4'(TYP)

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4'(TYP)

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4' (TYP)

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4' (TYP)

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STA.13+20 STD. CG-9D W=18', R=2.5' S=2.5%

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STA.14+16 STD. CG-9D W=20', R=2.5' S=-2.5%

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STA.14+70 STD. CG-9D W=9', R=2.5' S=-1.1%

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STA.12+02 STD. CG-9D W=15', R=2.5' S=-6.7%

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STA.11+75 STD. CG-9D W=10', R=3.0' S=-7.0%

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PLANS

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RED LINE

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REVISIONS

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KAB

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AutoCAD SHX Text CITY OF DANVILLE, VIRGINIA OFFICE OF THE CITY ENGINEER 427 PATTON STREET DANVILLE, VA 24541 434-799-5019

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DATE

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DESIGNED

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CHECKED

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DATE

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KAB

AutoCAD SHX Text 12/16/22

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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VDOT 40%%% COMMENTS

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KAB

AutoCAD SHX Text 4/19/23

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KAB

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N O

R S

B O

N N

18+00 19+00 20+00 21+00 22+00 23+00

17+50 18+50 19+50 20+50 21+50 22+50 23+50

RELOCATE

SAT. DISHREMOVE

SHRUBS

INSURE 4' MIN

CONC. WIDTH

CONTINENTAL

CROSSWALK

FH TO BE

RELOC. NICINSTALL

TYPE B

VDOT CG-12

ERADICATE EX. STOP BAR,

THROUGH/LEFT DOUBLE TURN

ARROW, WHITE AND DOUBLE

YELLOW LINES. REINSTALL 4'

FROM PROPOSED CROSSWALK.

RELOCATE

SIGN

FENCE 2' BEHIND

PROPOSED WALK

RELOCATE

THE CITY OF DANVILLE, VIRGINIA

DEPARTMENT OF PUBLIC WORKS

SP-3

1" = 20' 1" = 20' 1" = 5'

H-958PLAN:

HOR:

VERT:

SCALE

SHEET

CITY FILE NUMBER:

SITE PLAN 3#TAP21 KEMPER ROAD IMPROVEMENTS

PROJ. #TA21-108-468 UPC #117942

M A

A . 1

S H

-2

M A

A . 2

S H

-4

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SRE, LLC. REF #23806 #414 KEMPER RD

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SRE, LLC. REF #23796 #418 KEMPER RD

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SRE, LLC. REF #21660 #415 KEMPER RD

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ELKINS SOUTH, LLC. REF #21661 #419 KEMPER RD

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ELKINS SOUTH, LLC. REF #24726 #421 KEMPER RD

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HAROLD W. HUFFMAN REF #23797 #420 KEMPER RD

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HAROLD W. HUFFMAN REF #23798

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PROPERTY BUYERS GROUP, LLC. REF #24536 #428/430 KEMPER RD

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DEBORAH S. TAYLOR REF #24535 #434 KEMPER RD

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ALI GAZANFAR REF #23940 #504 KEMPER RD

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ALI GAZANFAR REF #24873 #510 KEMPER RD

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CINDY CROSS & TRACY HUDGINS REF #22123 #516 KEMPER RD

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ALI GAZANFAR REF #20855 #512 KEMPER RD

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CHRISTOPHER CORNETT & CAROLINE CORNETT REF #24728 #423 KEMPER RD

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ALI GAZANFAR REF #24727 #429 KEMPER RD

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ALI GAZANFAR REF #25637 #433 KEMPER RD

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DRHA REF #25222 #501 KEMPER RD

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DRHA REF #26242 #505 KEMPER RD

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DRHA REF #25215 #509 KEMPER RD

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KURT WELLBANK REF #26241 #513 KEMPER RD

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DVEST, LLC. REF #22413 #521 KEMPER RD

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DATE

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DESIGNED

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KEMPER RD

O N

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24+00 25+00 26+00 26+30 23+50 24+50 25+50

SIDEWALK TO REMAIN

END PROJECT

STA. 26+30.00

N3367186.93' E11214450.57'

THE CITY OF DANVILLE, VIRGINIA

DEPARTMENT OF PUBLIC WORKS

SP-4

1" = 20' 1" = 20' 1" = 5'

H-958PLAN:

HOR:

VERT:

SCALE

SHEET

CITY FILE NUMBER:

SITE PLAN 4#TAP21 KEMPER ROAD IMPROVEMENTS

PROJ. #TA21-108-468 UPC #117942

M A

A . 2

S H

-3

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CINDY CROSS & TRACY HUDGINS REF #22123 #516 KEMPER RD

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VICTOR COKER REF #20055

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VICTOR COKER REF #20054 #524 KEMPER RD

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MJM CAPITAL, LLC. REF #25440 #530 KEMPER RD

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LINDA E. CLARK REF #24546 #532 KEMPER RD

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LINDA E. CLARK REF #24547

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DVEST, LLC. REF #22413 #521 KEMPER RD

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LIVING WORD OUTREACH MINISTRIES TRUSTEES REF #26321 #531 KEMPER RD

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CRAIG L. WALLER & SOPHRONIA G. WALLER REF #23250

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ROBERT G. NEWNAM REF #21965 #602 KEMPER RD

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AutoCAD SHX Text CITY OF DANVILLE, VIRGINIA OFFICE OF THE CITY ENGINEER 427 PATTON STREET DANVILLE, VA 24541 434-799-5019

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DATE

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DESIGNED

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AutoCAD SHX Text 12/16/22

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KAB

AutoCAD SHX Text 4/22/23

AutoCAD SHX Text

VDOT PH COMMENTS

AutoCAD SHX Text

KAB

AutoCAD SHX Text 12/11/24

XSEC-1

1" = 20' 1" = 20' 1" = 5'

H-958PLAN:

HOR:

VERT:

SCALE

SHEET

CITY FILE NUMBER:

CROSS SECTIONS 1#TAP21 KEMPER ROAD IMPROVEMENTS

PROJ. #TA21-108-468 UPC #117942

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text 80'

AutoCAD SHX Text -20'

AutoCAD SHX Text -40'

AutoCAD SHX Text -60'

AutoCAD SHX Text -80'

AutoCAD SHX Text

STA. 6+50.00

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text 80'

AutoCAD SHX Text -20'

AutoCAD SHX Text -40'

AutoCAD SHX Text -60'

AutoCAD SHX Text -80'

AutoCAD SHX Text

STA. 7+00.00

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text 80'

AutoCAD SHX Text -20'

AutoCAD SHX Text -40'

AutoCAD SHX Text -60'

AutoCAD SHX Text -80'

AutoCAD SHX Text

STA. 7+50.00

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text 80'

AutoCAD SHX Text -20'

AutoCAD SHX Text -40'

AutoCAD SHX Text -60'

AutoCAD SHX Text -80'

AutoCAD SHX Text

STA. 8+00.00

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text 80'

AutoCAD SHX Text -20'

AutoCAD SHX Text -40'

AutoCAD SHX Text -60'

AutoCAD SHX Text -80'

AutoCAD SHX Text

STA. 8+50.00

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 6, 2025.