IFB 03-27-SKL Portsmouth Boulevard and Emerson Street Phase 1 Drainage ImprovementsPlans_Final.pdf

LOCATION MAP

PORTSMOUTH BOULEVARD AND EMERSON

STREET PHASE 1 DRAINAGE IMPROVEMENTS

DEPARTMENT OF ENGINEERING AND TECHNICAL SERVICES

CITY OF PORTSMOUTH, VA

VICINITY MAP

NOVEMBER 2025

Portsmouth Site Plan Summary

Portsmouth Blvd and Emerson St Phase 1 Drainage Improvements

City of Portsmouth Approved for Data Entry:

Site Plan Information City Use Only Engineer initials and date

CITY FILE NUMBER RW2303

SITE PLAN TITLE Portsmouth Blvd and Emerson St Phase 1 Drainage Improvements

SITE ADDRESS Portsmouth Blvd Portsmouth VA 23701

TAX MAP/PARCEL NUMBER N/A

SITE OWNER City of Portsmouth, Department of Engineering and Technical Services

OWNER ADDRESS

801 Crawford Street, 4th Floor

Portsmouth, VA 23704

OWNER CONTACT C.J. Bodnar

OWNER PHONE 757-393-8592

OWNER FAX -

OWNER EMAIL bodnarc@portsmouth.gov

SITE DEVELOPER (SAME AS OWNER) (same as owner)

DEVELOPER ADDRESS

DEVELOPER CONTACT -

DEVELOPER PHONE -

DEVELOPER FAX -

DEVELOPER EMAIL -

SITE STATISTICS EXISTING ADDED/DELETED (+/-) PROPOSED

TOTAL DISTURBED AREA (ac) 0.72

TOTAL SITE AREA (ac) 1.58 0 1.58

IMPERVIOUS AREA (ac) 0.29 0.17 0.46

SEMI-PERVIOUS AREA (ac) 0 0 0

PERVIOUS AREA (ac) 0.43 0.17 0.60

RIGHT-OF-WAY DISTURBANCE (ac) 0.72

NEW BMP INFORMATION BMP #1 BMP #2 BMP #3

BMP TYPE CDS - -

AREA TREATED BY BMP ac 0.87 - -

SURFACE AREA OF BMP ac N/A - -

STORAGE VOLUME ac-ft N/A - -

MAX AVERAGE DEPTH ft N/A - -

QUALITY, QUANTITY, OR BOTH? Quality - -

SITE IN CBPA? Y/N? N RMA/RPA/IDA? N

Signature Date

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PORTSMOUTH BLVD

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PROJECT

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AREA

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CARVER CIR

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CAVALIER BLVD

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HANSEN AVE

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HANSEN AVE

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EMERSON ST

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GROVE ST

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RODMAN AVE

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RADFORD ST

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SHELBY ST

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MAIN ST

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IVEY ST

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WOODSTOCK ST

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TRUXTON AVE

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264 RAMP

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DEKALB AVE

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WALL ST

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NEVILLE ST

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CALVIN ST

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FILE NAME:

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DESIGNED BY:

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PROJECT NO.:

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DATE:

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OF

AutoCAD SHX Text User:JHOOPER Spec:AUS-NCSMOD File:C:\USERS\JHOOPER\DC\ACCDOCS\ARCADIS\ANA-30041821-DRAINAGE IMPROVEMENTS\PROJECT FILES\0_WIP\GENERAL\G_000-001.DWG Scale:1:1 SavedDate:11/21/2025 Time:13:21 Plot Date: Hooper, Jade; 11/21/2025; 13:22 ; Layout:G-000

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CONSULTANTS

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SEALS

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CITY OF PORTSMOUTH

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NO.

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ISSUED FOR

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DATE

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BY

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DRAWN BY:

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SHEET TITLE

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SHEET

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DEPARTMENT OF ENGINEERING AND TECHNICAL SERVICES

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PORTSMOUTH BOULEVARD AND EMERSON STREET PHASE 1 DRAINAGE IMPROVEMENTS

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ARCADIS PROJ. NO.

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NOVEMBER 2025

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COPYRIGHT:

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AutoCAD SHX Text LEGAL ENTITY: ARCADIS U.S., INC. 295 BENDIX ROAD, SUITE 240 VIRGINIA BEACH, VA 23452

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ARCADIS U.S., INC.

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ACC

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VD

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MM

AutoCAD SHX Text 11-24-25

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REVISION

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NOT TO SCALE

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SCALE: 1"=150'

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PORTSMOUTH BLVD

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AutoCAD SHX Text PROJECT NARRATIVE: THE INTERSECTION OF EMERSON STREET AND CARVER CIRCLE PONDS HEAVILY AFTER RAINFALL EVENTS. THE EXISTING DRAINAGE SYSTEM IS UNDERSIZED AND IN POOR CONDITION. THIS PROJECT INCLUDES THE INSTALLATION OF APPROXIMATELY 380 LF OF 15" STORM RCP, 280 LF OF 18" STORM RCP, 190 LF OF 24" STORM RCP, 470 LF OF 30" STORM RCP, AND 400 LF OF ELLIPTICAL STORM RCP ALONG EMERSON ST, PORTSMOUTH BLVD AND RODMAN AVE. APPROXIMATELY 580 LF OF EXISTING STORM SEWER WILL BE ABANDONED IN PLACE WITH FLOWABLE FILL. A SECTION OF THE EXISTING 8" CAST IRON WATER MAIN WILL BE REPLACED WITH APPROXIMATELY 260 LF 8" HDPE PIPE. THIS PROJECT ALSO INCLUDES THE REPLACEMENT OF CURB AND GUTTER AS WELL AS INSTALLATION OF NEW SIDEWALK ALONG THE THREE PROJECT STREETS. THE TOTAL LAND DISTURBANCE = LAND DISTURBANCE = 27460 SF AND A TOTAL OF 6030 SF OF IMPERVIOUS IS PROPOSED. A PROPOSED BMP ON PROPOSED. A PROPOSED BMP ON SITE WILL PROVIDE 0.62 LBS OF PHOSPHORUS REMOVAL TO MEET WATER QUALITY TREATMENT REQUIREMENTS.

AutoCAD SHX Text NOTE: THE HAMPTON ROADS PLANNING DISTRICT COMMISSION'S (HRPDC) REGIONAL CONSTRUCTION STANDARDS, SIXTH EDITION, ARE HEREBY REFERENCED AS PART OF THE BID DOCUMENTS, EXCEPT AS MAY BE MODIFIED BY THE SPECIAL PROVISIONS OF THIS PROJECT LISTED IN THE PROJECT MANUAL.

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EMERSON ST

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SHEET INDEX

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COVER

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NOTES

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EROSION AND SEDIMENT CONTROL NOTES

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EROSION AND SEDIMENT CONTROL DETAILS

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EXISTING CONDITIONS

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EXISTING CONDITIONS

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DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN

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DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN

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STORMWATER PLAN AND PROFILE

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STORMWATER PLAN AND PROFILE

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STORMWATER PLAN AND PROFILE

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PAVEMENT AND GRADING PLAN

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PAVEMENT AND GRADING PLAN

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MAINTENANCE OF TRAFFIC NOTES AND DETAILS

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MAINTENANCE OF TRAFFIC NOTES AND DETAILS

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DETAILS

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DETAILS

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DETAILS

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DETAILS

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UTILITY OWNER INFORMATION

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TYPE OF UTILITY

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UTILITY OWNER

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CONTACT PHONE

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ADDRESS

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EMAIL

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WATER/SEWER

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CITY OF PORTSMOUTH

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801 CRAWFORD ST PORTSMOUTH, VA 23704

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WYATTK@PORTSMOUTHVA.GOV

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TRAFFIC

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CITY OF PORTSMOUTH

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801 CRAWFORD ST PORTSMOUTH, VA 23704

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DANNYW@PORTSMOUTHVA.GOV

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STORMWATER/ EROSION CONTROL

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CITY OF PORTSMOUTH

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801 CRAWFORD ST PORTSMOUTH, VA 23704

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COLLINSB@PORTSMOUTHVA.GOV

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ENGINEERING

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CITY OF PORTSMOUTH

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801 CRAWFORD ST PORTSMOUTH, VA 23704

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BODNARC@PORTSMOUTHVA.GOV

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TELEPHONE

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VERIZON

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5701 CLEVELAND ST VIRGINIA BEACH, VA 23462

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CABLE

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COX COMMUNICATION

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5200 CLEVELAND ST VIRGINIA BEACH, VA 23462

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VICKI.KINCAID@COX.COM

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GAS

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COLUMBIA GAS OF VIRGINIA

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JMUCALO@NISOURCE.COM

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ELECTRIC

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DOMINION ENERGY

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701 E CARY ST RICHMOND, VA

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ANDREW.J.BROOKS@DOM.COM

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RODMAN AVE

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CARVER CIR

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CDI

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CURB DROP INLET

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DI

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DROP INLET

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SDMH

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SANITARY STORM DRAIN MANHOLE

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SMH

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SANITARY MANHOLE

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FH

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FIRE HYDRANT

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WV

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WATER VALVE

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WM

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WATER METER

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EM

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EM

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ELECTRIC METER

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EBOX

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ELECTRIC BOX

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POWER POLE

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LIGHT POLE

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CTV

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CPED

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CABLE TV PEDESTAL

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TCAB

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TELEPHONE CABINET

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TELEPHONE HANDHOLE

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GV

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GWP

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GAS LINE WITNESS POST

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EOI

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EOI

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END OF INFORMATION

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CO

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SCO

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SANITARY CLEANOUT

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SIGN

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POST

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SHRUB

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SIZE/TYPE

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TREE

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PIN FOUND

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SURVEY CONTROL POINT

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EDGE OF PAVEMENT

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TREE DRIP LINE

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FENCE LINE

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SANITARY STORM DRAIN LINE

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SANITARY SEWER LINE

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OVERHEAD UTILITY LINE

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UNDERGROUND TELEPHONE LINE

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UNDERGROUND FIBER OPTIC LINE

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UNDERGROUND WATER LINE

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UNDERGROUND GAS LINE

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UNDERGROUND GAS LINE (QL-C)

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UNDERGROUND TRAFFIC SIGNAL LINE

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TEMPORARY BENCHMARK

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WTS

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WATER TEST STATION

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FILE NAME:

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CONSULTANTS

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SEALS

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CITY OF PORTSMOUTH

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ISSUED FOR

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DEPARTMENT OF ENGINEERING AND TECHNICAL SERVICES

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PORTSMOUTH BOULEVARD AND EMERSON STREET PHASE 1 DRAINAGE IMPROVEMENTS

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ARCADIS PROJ. NO.

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NOVEMBER 2025

AutoCAD SHX Text 30041821

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COPYRIGHT:

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AutoCAD SHX Text LEGAL ENTITY: ARCADIS U.S., INC. 295 BENDIX ROAD, SUITE 240 VIRGINIA BEACH, VA 23452

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ARCADIS U.S., INC.

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ACC

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VD

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ACC

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NOTES

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AS SHOWN

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AutoCAD SHX Text SITE PLAN - GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE HAMPTON ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE HAMPTON ROADS PLANNING DISTRICT COMMISSION (HRPDC) REGIONAL STANDARDS, CURRENT EDITION, AS AMENDED BY THE CITY OF PORTSMOUTH SPECIAL PROVISIONS AND ANY OTHER APPLICABLE CITY ORDINANCE OR CODE. 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES, WHICH LIE IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION OR CONSTRUCTION. ANY CHANGES TO THE PROPOSED UTILITY ALIGNMENTS SHALL BE SUBMITTED BY THE PROJECT ENGINEER AS A PLAN REVISION TO THE ENGINEERING DEPARTMENT FOR APPROVAL AS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR, AT HIS EXPENSE, OF ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL USE ONLY APPROVED MATERIAL IN THE BACKFILL OF THE CONTRACTOR SHALL USE ONLY APPROVED MATERIAL IN THE BACKFILL OF UTILITY TRENCHES. 4. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO WITHIN .33' OF ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO WITHIN .33' OF FINAL SUBGRADE ELEVATION AND GRADED TO DRAIN. EXCESS MATERIAL SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. ALL FINISHED SLOPES IN UTILITY EASEMENTS OR IN RIGHT-OF-WAY NOT SUBJECT TO PAVING SHALL BE RESTORED WITH TOPSOIL AND SEED IN ACCORDANCE WITH THE CURRENT HRPDC AND CITY OF PORTSMOUTH SPECIFICATIONS AND SHALL NOT EXCEED THE MAXIMUM AS FOLLOWS - CUT SLOPE 4:1, FILL SLOPE 4:1. 5. THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE TO RELIEVE AREAS THAT THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE TO RELIEVE AREAS THAT MAY CAUSE DAMAGE TO ROADWAYS. ADDITIONAL EROSION PROTECTION AND SEDIMENT CONTROL SHALL ALSO BE SET IN PLACE DURING CONSTRUCTION AS DIRECTED BY THE CITY OF PORTSMOUTH, THE HRPDC REGIONAL STANDARDS, AND VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 6. ALL CONCRETE IN THE RIGHT OF WAY SHALL BE CLASS “A3” AIR ENTRAINED (3,000 ALL CONCRETE IN THE RIGHT OF WAY SHALL BE CLASS “A3” AIR ENTRAINED (3,000 A3” AIR ENTRAINED (3,000 AIR ENTRAINED (3,000 PSI) UNLESS NOTED OTHERWISE. 7. ALL STORM DRAINPIPE SHALL BE AS SPECIFIED ON THE PLAN SHEETS AND SHALL ALL STORM DRAINPIPE SHALL BE AS SPECIFIED ON THE PLAN SHEETS AND SHALL CONFORM TO CURRENT CITY OF PORTSMOUTH STANDARDS. ALL PIPES SHALL BE REINFORCED CONCRETE TONGUE AND GROOVE. 8. ALL STORM DRAIN PIPE JOINTS SHALL BE DOUBLE-WRAPPED WITH 24” WIDE ALL STORM DRAIN PIPE JOINTS SHALL BE DOUBLE-WRAPPED WITH 24” WIDE WIDE GEOTEXTILE FABRIC PER CITY STANDARDS. 9. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL CALL “MISS PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL CALL “MISS MISS UTILITY” AT 1-800-552-7001 OR 811. IN ADDITION, THE CONTRACTOR SHALL CALL AT 1-800-552-7001 OR 811. IN ADDITION, THE CONTRACTOR SHALL CALL THE OFFICES OF ANY AND ALL PUBLIC OR PRIVATE UTILITIES AND REQUEST MARKING THE LOCATION OF UTILITIES THAT MAY EXIST AND CROSS THROUGH THE CONSTRUCTION AREA, WHETHER OR NOT SAID UTILITIES ARE SHOWN ON THESE PLANS. UTILITY COMPANIES SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY EXCAVATION IN THE PROXIMITY OF THEIR UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR, AT HIS EXPENSE, FOR ANY DAMAGE CAUSED TO UTILITIES DURING CONSTRUCTION. 10. ALL STORM SEWER PIPES, DROP INLETS AND CATCH BASINS SHALL BE CLEANED OF ALL STORM SEWER PIPES, DROP INLETS AND CATCH BASINS SHALL BE CLEANED OF DEBRIS AND ERODING MATERIAL DURING THE LAST STAGE OF CONSTRUCTION. 11. AN APPROVED INLET FILTER SHALL BE PLACED AROUND ALL EXISTING AND AN APPROVED INLET FILTER SHALL BE PLACED AROUND ALL EXISTING AND PROPOSED DRAINAGE INLETS. 12. ANY DEFECTIVE, FAULTY, CRACKED, OR BROKEN WALKS, DRIVEWAYS, HANDICAPPED ANY DEFECTIVE, FAULTY, CRACKED, OR BROKEN WALKS, DRIVEWAYS, HANDICAPPED RAMPS OR CURB AND GUTTER, AS DETERMINED BY THE ENGINEER, SHALL BE REMOVED AND REPLACED TO THE NEAREST JOINT PRIOR TO FINAL ACCEPTANCE AT NO ADDITIONAL EXPENSE TO THE CITY. PATCHING IS NOT ACCEPTABLE. 13. FRAMES AND COVERS FOR SEWER MANHOLES AND DRAINAGE STRUCTURES SHALL FRAMES AND COVERS FOR SEWER MANHOLES AND DRAINAGE STRUCTURES SHALL BE MADE BY CAPITAL FOUNDRY, DEWEY BROTHERS, OR APPROVED EQUAL. 14. ALL CURB AND WALKS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST ALL CURB AND WALKS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. PATCHING IS NOT ACCEPTABLE. 15. RELOCATION, REMOVAL AND/OR REPLACEMENT OF ALL PERMANENT SIGNS SHALL RELOCATION, REMOVAL AND/OR REPLACEMENT OF ALL PERMANENT SIGNS SHALL BE COORDINATED WITH THE DEPARTMENT OF TRAFFIC ENGINEERING. 16. ALL CONCRETE DRIVES SHALL BE 7” THICK MINIMUM FROM ROADWAY TO THE ALL CONCRETE DRIVES SHALL BE 7” THICK MINIMUM FROM ROADWAY TO THE THICK MINIMUM FROM ROADWAY TO THE RIGHT-OF-WAY. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING TO THE NEAREST JOINT THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING TO THE NEAREST JOINT AND REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC., THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION. 18. WHEN MATERIALS WHICH ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR WHEN MATERIALS WHICH ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY PURPOSES OCCUR WITHIN THE LIMITS OF STREET CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO EXCAVATE SUCH MATERIALS BELOW THE GRADE SHOWN ON PLANS. THE EXCAVATED AREAS SHALL BE BACK FILLED WITH APPROVED SUITABLE MATERIALS. THE EXTENT OF UNDERCUTTING AND BACKFILLING SHALL BE APPROVED BY THE ENGINEERING DEPARTMENT, CITY OF PORTSMOUTH, VIRGINIA. 19. REPLACEMENT OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE APPROVED REPLACEMENT OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN. ANY DEVIATION FROM THE APPROVED PLAN SHALL BE APPROVED BY THE ENGINEERING DEPARTMENT, CITY OF PORTSMOUTH, VIRGINIA. 20. MAXIMUM ALLOWABLE SLOPES ON DRIVEWAYS SHALL BE 12:1. DRIVEWAYS SHALL BE MAXIMUM ALLOWABLE SLOPES ON DRIVEWAYS SHALL BE 12:1. DRIVEWAYS SHALL BE PLACED TO NEAREST JOINT. ALL DRIVES SHALL BE CONCRETE IN THE RIGHT-OF-WAY. 21. ALL WATER METERS AND SANITARY SEWER CLEANOUTS MUST BE SET BEHIND THE ALL WATER METERS AND SANITARY SEWER CLEANOUTS MUST BE SET BEHIND THE CURB WITHIN THE CITY RIGHT-OF-WAY. 22. WATER SERVICE LINES BETWEEN THE WATER MAIN AND THE METER SHALL BE TYPE WATER SERVICE LINES BETWEEN THE WATER MAIN AND THE METER SHALL BE TYPE K COPPER. 23. ALL NEW SANITARY SEWER PIPE IN THE RIGHT OF WAY SHALL BE PVC C-900. ALL NEW SANITARY SEWER PIPE IN THE RIGHT OF WAY SHALL BE PVC C-900. 24. ALL NEW SIDEWALKS IN THE RIGHT OF WAY SHALL BE MINIMUM 5-FOOT WIDE. ALL NEW SIDEWALKS IN THE RIGHT OF WAY SHALL BE MINIMUM 5-FOOT WIDE. 25. A RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK IN THE RIGHT-OF-WAY. A RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK IN THE RIGHT-OF-WAY. 26. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED FOR WORK IN THE AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED FOR WORK IN THE RIGHT-OF-WAY. ALL TRAFFIC CONTROL SHALL ADHERE TO THE LATEST EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL. 27. ACCESS TO PARCELS IMPACTED BY CONSTRUCTION SHALL BE MAINTAINED AT ALL ACCESS TO PARCELS IMPACTED BY CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES. 28. THE CONTRACTOR SHALL NOT LEAVE THE WORK ZONE UNATTENDED WITH OPEN THE CONTRACTOR SHALL NOT LEAVE THE WORK ZONE UNATTENDED WITH OPEN TRENCHES. 29. ALL CONSTRUCTION SITES, TO INCLUDE LAY DOWN AREA, SHALL BE RESTORED TO ALL CONSTRUCTION SITES, TO INCLUDE LAY DOWN AREA, SHALL BE RESTORED TO THEIR ORIGINAL CONDITION IF NOT BETTER. IT SHALL BE REQUIRED THAT THE CONTRACTOR TAKE BEFORE AND AFTER PICTURES OF THE CONSTRUCTION SITE FOR RESTORATION PURPOSES. 30. AFTER NORMAL WORKING HOURS AND DURING INCLEMENT WEATHER, THE AFTER NORMAL WORKING HOURS AND DURING INCLEMENT WEATHER, THE CONTRACTOR IS REQUIRED TO MONITOR THE TRAFFIC CONTROL DEVICES TO ENSURE THEY ARE INTACT, OPERATING CORRECTLY, AND IN THE RIGHT LOCATION FOR THE PURPOSE OF PUBLIC SAFETY. 31. ALL TREES AND SHRUBS SHALL BE PLANTED SO THAT THE TRUNK DOES NOT ALL TREES AND SHRUBS SHALL BE PLANTED SO THAT THE TRUNK DOES NOT EXTEND INTO THE ROW AT MATURITY. GENERAL NOTES 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE OWNER FOR PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE OWNER FOR APPROVAL SHOP DRAWING INFORMATION FOR ALL COMPONENTS TO BE USED ON THE PROJECT. 2. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO A CONDITION EQUAL THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO A CONDITION EQUAL TO OR BETTER THAN THOSE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. RESTORATION INCLUDES FINAL SEEDING AND STABILIZATION OF ALL DISTURBED AREAS. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND SHALL CONTACT MISS THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND SHALL CONTACT MISS UTILITY (1-800-552-7001 OR 811) AS PRESCRIBED BY STATE LAW. 4. HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL NOTE THAT EXISTING UNDERGROUND SERVICE UTILITY CONNECTIONS TO INDIVIDUAL RESIDENCES OR BUSINESSES, INCLUDING BUT NOT LIMITED TO WATER, SEWER, GAS, ELECTRIC, TELEPHONE AND TELEVISION ARE NOT SHOWN IN THE PROFILE DRAWINGS. 5. PROPER TRAFFIC CONTROL DEVICES AND/OR FLAG-MEN SHALL BE USED AT ALL PROPER TRAFFIC CONTROL DEVICES AND/OR FLAG-MEN SHALL BE USED AT ALL TIMES. ALL STREET OR LANE CLOSURES MUST BE APPROVED BY THE CITY OF PORTSMOUTH, DEPARTMENT OF TRAFFIC ENGINEERING (393-8594). ALL STREETS MUST BE OPENED TO TRAFFIC AT THE END OF EACH WORKING DAY. 6. THE CONTRACTOR MUST MAINTAIN VEHICLE AND PEDESTRIAN TRAFFIC ACCESS TO THE CONTRACTOR MUST MAINTAIN VEHICLE AND PEDESTRIAN TRAFFIC ACCESS TO INDIVIDUAL RESIDENCES AT ALL TIMES. 7. THE CONTRACTOR SHALL USE ONLY APPROVED MATERIAL IN THE BACK FILL OF THE CONTRACTOR SHALL USE ONLY APPROVED MATERIAL IN THE BACK FILL OF UTILITY TRENCHES AND EXCAVATIONS. ALL NEW, REPLACED GRAVITY SEWER SHALL BE BEDDED WITH VDOT NO. 57 STONE. BEDDING DETAIL SHALL BE IN ACCORDANCE WITH TYPE III BEDDING. 8. ALL CONCRETE SHALL BE CLASS “A3” AIR ENTRAINED (3000 PSI) UNLESS NOTED OR ALL CONCRETE SHALL BE CLASS “A3” AIR ENTRAINED (3000 PSI) UNLESS NOTED OR A3” AIR ENTRAINED (3000 PSI) UNLESS NOTED OR AIR ENTRAINED (3000 PSI) UNLESS NOTED OR SPECIFIED OTHERWISE. 9. ALL STORM SEWER PIPES, DROP INLETS, CATCH BASINS, SANITARY SEWER, AND ALL STORM SEWER PIPES, DROP INLETS, CATCH BASINS, SANITARY SEWER, AND MANHOLES SHALL BE CLEANED OF DEBRIS AND ERODED MATERIAL BEFORE BEING PLACED INTO SERVICE. 10. ANY DAMAGE TO SIDEWALKS, DRIVEWAYS, HANDICAP RAMPS, OR CURB AND GUTTER ANY DAMAGE TO SIDEWALKS, DRIVEWAYS, HANDICAP RAMPS, OR CURB AND GUTTER AS A RESULT OF CONSTRUCTION SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. DAMAGE IS DEFINED AS ANY DEFECT, FAULT, CRACK, OR BROKEN STRUCTURE THAT IS FOUND IN THE FINAL INSPECTION. 11. ALL ITEMS OF WORK REQUIRED BY THE DOCUMENTS TO COMPLETE THE PROJECT, ALL ITEMS OF WORK REQUIRED BY THE DOCUMENTS TO COMPLETE THE PROJECT, BUT NOT SPECIFICALLY INCLUDED IN A BID ITEM SHALL BE CONSIDERED AN INCIDENTAL ITEM IN ACCORDANCE WITH SPECIFICATION SECTION 109 OF THE CONTRACT SPECIFICATIONS. 12. FRAMES AND COVERS FOR STORM SEWER MANHOLES SHALL BE MANUFACTURED BY FRAMES AND COVERS FOR STORM SEWER MANHOLES SHALL BE MANUFACTURED BY CAPITAL FOUNDRY, DEWEY BROTHERS, OR APPROVED EQUAL. 13. RELOCATIONS OF ALL SIGNS SHALL BE COORDINATED WITH THE CITY OF RELOCATIONS OF ALL SIGNS SHALL BE COORDINATED WITH THE CITY OF PORTSMOUTH, DEPARTMENT OF TRAFFIC ENGINEERING. 14. CONTRACTOR SHALL SUBMIT IN WRITING AN OVERALL PLAN FOR SEQUENCE OF CONTRACTOR SHALL SUBMIT IN WRITING AN OVERALL PLAN FOR SEQUENCE OF CONSTRUCTION, INCLUDING STORM SEWER WORK AND A TRAFFIC CONTROL PLAN FOR OWNER'S REVIEW AND APPROVAL. THE SEQUENCE OF CONSTRUCTION SHALL BE SUBMITTED AT OR BEFORE THE PRECONSTRUCTION MEETING. CONTRACTOR'S SEQUENCE PLANS SHALL INCLUDE PROVISIONS FOR MAINTAINING SERVICES SUCH AS SCHOOL BUS PICKUP, TRASH PICKUP, MAIL AND NEWSPAPER DELIVERY. 15. CONTRACTOR SHALL ADJUST TO FINAL GRADE ALL PROPOSED AND EXISTING CONTRACTOR SHALL ADJUST TO FINAL GRADE ALL PROPOSED AND EXISTING MANHOLE CASTINGS AND OTHER UTILITY STRUCTURES AFFECTED BY CONSTRUCTION, INCLUDING PRIVATE UTILITIES. 16. CONTRACTOR SHALL RELOCATE MAILBOXES AS REQUIRED AND AS APPROVED BY CONTRACTOR SHALL RELOCATE MAILBOXES AS REQUIRED AND AS APPROVED BY THE OWNER. 17. CONTRACTOR VERIFICATION OF EXISTING UTILITY LOCATIONS, ETC., SHALL INCLUDE CONTRACTOR VERIFICATION OF EXISTING UTILITY LOCATIONS, ETC., SHALL INCLUDE EXCAVATION OF THE CONDITION IN QUESTION. ALL WORK ASSOCIATED WITH THE VERIFICATION OF EXISTING UTILITY LOCATIONS IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 18. ALL EXCESS MATERIAL AND DEMOLISHED MATERIAL SHALL BE DISPOSED OFFSITE BY ALL EXCESS MATERIAL AND DEMOLISHED MATERIAL SHALL BE DISPOSED OFFSITE BY THE CONTRACTOR IN CONFORMANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 19. CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS IN THIS PROJECT AREA. CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS IN THIS PROJECT AREA. ALL TREES JUDGED DAMAGED BY THE OWNER SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 20. THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF ALL POINTS OF THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF ALL POINTS OF CONNECTION OF THE PROPOSED WORK TO EXISTING CURBS, STORM SEWER PIPES, WATER LINES, ETC., PRIOR TO CONSTRUCTION. 21. ALL DISTURBED SIDEWALKS ARE TO BE RESTORED IN ACCORDANCE WITH THE ALL DISTURBED SIDEWALKS ARE TO BE RESTORED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DRAWINGS. 22. THE CITY OF PORTSMOUTH AND AFFECTED RESIDENCES AND BUSINESSES ARE TO THE CITY OF PORTSMOUTH AND AFFECTED RESIDENCES AND BUSINESSES ARE TO RECEIVE WRITTEN NOTIFICATION FROM THE CONTRACTOR 48 HOURS PRIOR TO BEGINNING WORK. 23. SIDEWALK SHALL BE DEMOLISHED ONLY AS DEEMED NECESSARY BY THE OWNER SIDEWALK SHALL BE DEMOLISHED ONLY AS DEEMED NECESSARY BY THE OWNER AND REPLACED IN ACCORDANCE WITH STANDARD DETAILS AND SPECIFICATIONS. CONCRETE SHALL BE REMOVED TO THE NEAREST JOINT. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM THE CITY OF PORTSMOUTH. 25. FOR EXCAVATION WITHIN PAVEMENT SECTIONS, ALL PAVEMENT FOR EXCAVATION WITHIN PAVEMENT SECTIONS, ALL PAVEMENT RECONSTRUCTION/RESTORATION SHALL BE IN ACCORDANCE WITH THE PAVEMENT PLAN AND DETAILS SHOWN ON THE DRAWINGS. 26. ALL DRAINAGE DISTURBED BY CONSTRUCTION SHALL BE REESTABLISHED, REPLACED ALL DRAINAGE DISTURBED BY CONSTRUCTION SHALL BE REESTABLISHED, REPLACED OR REBUILT TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. CONTRACTOR SHALL VERIFY THAT AS-BUILT RIMS, INVERTS, ETC., MATCH EXISTING. DRAINAGE IS DEFINED AS STRUCTURES AND/OR GRADES THAT ROUTE OR DIRECT STORMWATER FLOWS. 27. ANY PAVEMENT MARKING AND/OR TRAFFIC STRIPING DAMAGED DURING ANY PAVEMENT MARKING AND/OR TRAFFIC STRIPING DAMAGED DURING CONSTRUCTION SHALL BE RESTORED/REPLACED TO THE CITY OF PORTSMOUTH REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. ALL SUCH WORK SHALL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 28. EXISTING LANDSCAPING DAMAGED DURING CONSTRUCTION, OTHER THAN THAT EXISTING LANDSCAPING DAMAGED DURING CONSTRUCTION, OTHER THAN THAT SPECIFICALLY DETAILED ON THE CONTRACT DRAWINGS TO BE REMOVED, SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL SUCH WORK SHALL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT. SURVEY NOTES TOPOGRAPHIC SURVEY FOR PORTSMOUTH BOULEVARD PORTSMOUTH, VIRGINIA SCALE: 1"=25' 1"=25' PMI PROJECT #19267 1. THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE VIRGINIA THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM 1983(1994HARN). 2. ELEVATIONS REFER TO NAVD88(GEOID12B). ELEVATIONS REFER TO NAVD88(GEOID12B). 3. THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF 4/27/2020 AND THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF 4/27/2020 AND DOES NOT CERTIFY TO CHANGES TO SITE CONDITIONS WHICH OCCUR SUBSEQUENT TO THIS DATE AND OR TO PROPOSED IMPROVEMENTS. 4. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A SUBDIVISION OF THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A SUBDIVISION OF LAND. 5. THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE AND ENVIRONMENTAL FEATURES THAT MAY AFFECT SAID PROPERTY SHOWN HEREON EXCEPT AS SHOWN. 6. PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES NOT WARRANT THE MATERIAL TYPE OF PIPES LOCATED IN CONFINED OR INACCESSIBLE SPACES. 7. THE UNDERGROUND UTILITIES SHOWN, IF ANY HAVE BEEN DESIGNATED BY THE UNDERGROUND UTILITIES SHOWN, IF ANY HAVE BEEN DESIGNATED BY "ACCUMARK" AND THE PAINT DESIGNATION LINES HAVE BEEN FIELD COLLECTED BY PMI. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, THE SURVEYOR FURTHER NOTIFIES ALL PARTIES THAT VIRGINIA LAW REQUIRES "VA811" TO BE CONTACTED PRIOR TO ANY EXCAVATION. ALL UTILITIES SHOWN AS (QL-C) ARE APPROXIMATE LOCATIONS. 8. THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT AND RESPONSIBLE CHARGE AND SUPERVISION OF IVAN R. LINEBERRY. THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 9. THIS TOPOGRAPHIC SURVEY WAS PREPARED/COMPILED BY: THIS TOPOGRAPHIC SURVEY WAS PREPARED/COMPILED BY: TRAFFIC MAINTENANCE AND CONTROL NOTES 1. LANE CLOSURES: LANE CLOSURES: ONE 11' MIN. LANE OF TRAFFIC SHALL BE MAINTAINED IN EACH DIRECTION ON ALL ROADWAYS. ONE LANE OF TRAFFIC SHALL BE MAINTAINED WITH FLAGGERS DURING DAYTIME OPERATIONS ON ALL ROADWAYS REQUIRING LANE CLOSURES. NIGHT TIME OPERATIONS REQUIRE ALL ROADS TO BE OPEN TO TWO WAY TRAFFIC. 2. APPROVED CHANNELIZING DEVICES MUST SEPARATE THE WORK AREA FROM THE APPROVED CHANNELIZING DEVICES MUST SEPARATE THE WORK AREA FROM THE TRAVELED WAY AND BE EXTENDED TO WHERE THEY ARE VISIBLE TO ONCOMING TRAFFIC. ALL GROUP 2 CHANNELIZATION DEVICES SHALL BE PLACED AT TERMINAL POINTS OF THE PROJECT OR AS DIRECTED BY THE ENGINEER. 3. ACCESS TO ALL PARCELS AFFECTED BY CONSTRUCTION SHALL BE MAINTAINED AT ACCESS TO ALL PARCELS AFFECTED BY CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES. 4. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION OPERATIONS FOR APPROVAL. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF PORTSMOUTH TRAFFIC ENGINEERING STANDARDS. TRAFFIC CONTROL PLANS MUST BE SUBMITTED FOR REVIEW A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO THE ANTICIPATED START OF THE WORK. 5. ALL TRAFFIC CONTROL METHODS AND DEVICES SHALL CONFORM TO THE LATEST ALL TRAFFIC CONTROL METHODS AND DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL ISSUED BY VDOT, STANRDARDS AND GUIDES FOR TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION MAINTENANCE, UTILITY AND INCIDENT MANAGEMENT OPERATIONS OF THE MNAUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION, ISSUED BY THE U.S. DEPARTMENT OF TRANSPORTATION ADMINISTRATION. 6. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC ENGINEERING DIVISION SIGNAL SHOP THE CONTRACTOR SHALL NOTIFY THE TRAFFIC ENGINEERING DIVISION SIGNAL SHOP 72 HOURS PRIOR TO CONSTRUCTION IF THERE IS ANY SIGNAL CABLE IN THE VICINITY OF THE WORK. TELEPHONE: (757) 393-8566. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING TRAFFIC SIGNAL EQUIPMENT NOT SCHEDULED FOR REPLACEMENT, INCLUDING LOOP DETECTORS AND INTERCONNECT CABLE. THIS IS CONSIDERED INCIDENTAL TO OTHER WORK. 8. APPROPRIATE PERMANENT TRAFFIC CONTROL AND INFORMATION SIGNS SUCH AS, APPROPRIATE PERMANENT TRAFFIC CONTROL AND INFORMATION SIGNS SUCH AS, BUT NOT LIMITED TO, EXISTING SPEED LIMIT, STOP SIGNS, AND STREET NAME SIGNS SHALL BE MAINTAINED AT ALL TIMES. THIS IS CONSIDERED INCIDENTAL TO OTHER WORK. 9. ALL SIGNS (BOTH PERMANENT AND CONSTRUCTION) SHALL HAVE PRISMATIC LENS ALL SIGNS (BOTH PERMANENT AND CONSTRUCTION) SHALL HAVE PRISMATIC LENS TYPE RETRO-REFLECTIVE SHEETING. THIS IS CONSIDERED INCIDENTAL TO OTHER WORK. 10. SHOULD SPECIAL PERMISSION BE GRANTED TO EXTEND WORKING HOURS SUCH THAT SHOULD SPECIAL PERMISSION BE GRANTED TO EXTEND WORKING HOURS SUCH THAT CONSTRUCTION IS CARRIED ON AFTER SUNSET OR BEFORE SUNRISE, THE CONTRACTOR SHALL PROVIDE FLOODLIGHTS TO MARK FLAGGER STATIONS. 11. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF ENGINEERING/TRAFFIC THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF ENGINEERING/TRAFFIC ENGINEERING 24 HOURS PRIOR TO THE BEGINNING AND COMPLETION OF CONSTRUCTION. TELEPHONE: (757) 393-8566. 12. TYPE II BARRICADES ARE NOT TO BE UTILIZED AS TRAFFIC CHANNELIZING DEVICES. TYPE II BARRICADES ARE NOT TO BE UTILIZED AS TRAFFIC CHANNELIZING DEVICES. 13. IN CASES WHERE A FLAGMAN IS REQUIRED TO CONTROL TRAFFIC, A STOP/SLOW IN CASES WHERE A FLAGMAN IS REQUIRED TO CONTROL TRAFFIC, A STOP/SLOW PADDLE IS TO BE UTILIZED. ALL FLAGMEN SHALL CARRY CERTIFICATION CARDS. 14. IN ALL CASES IN WHICH EXISTING OR ESTABLISHED TRAFFIC PATTERNS WILL BE IN ALL CASES IN WHICH EXISTING OR ESTABLISHED TRAFFIC PATTERNS WILL BE DISRUPTED, THE CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS AT LEAST SEVEN (7) DAYS IN ADVANCE OF THE ANTICIPATED DISRUPTION. 15. ALL TRAFFIC CONTROL REQUIREMENTS ARE SUBJECT TO CHANGE AS DEEMED ALL TRAFFIC CONTROL REQUIREMENTS ARE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE CITY OF PORTSMOUTH. 16. WHERE R/W OR GEOMETRIC CONDITIONS PRECLUDE USE OF 48”X48” SIGNS, 36”36” WHERE R/W OR GEOMETRIC CONDITIONS PRECLUDE USE OF 48”X48” SIGNS, 36”36” X48” SIGNS, 36”36” SIGNS, 36”36” 36” SIGNS MAY BE USED ONLY UPON APPROVAL FROM THE CITY OF PORTSMOUTH, DEPARTMENT OF PUBLIC WORKS. 17. THIS PLAN IS PROVIDED BY THE CITY OF PORTSMOUTH IN AN EFFORT TO PROVIDE THIS PLAN IS PROVIDED BY THE CITY OF PORTSMOUTH IN AN EFFORT TO PROVIDE THE CONTRACTOR WITH AN UNDERSTANDING OF THE MINIMUM REQUIREMENTS FOR TRAFFIC CONTROL WHICH MUST BE MET AND TO AID IN THE INCLUSION OF THOSE COSTS IN THE PREPARATION OF HIS BID. THIS PLAN AND THE USE THERE OF DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES OF PROTECTION OF THE WORK AND THE PUBLIC SAFETY. IT IS A SPECIFIC CONTRACT REQUIREMENT THAT THE CONTRACTOR INDEMNIFY AND HOLD HARMLESS THE CITY AND THE ENGINEER AGAINST ALL LOSSES INCURRED IN THE EXECUTION OF THE WORK AND IN THE GUARDING OF IT. THIS REQUIREMENT INCLUDES BUT IS NOT LIMITED TO THE USE OF THIS PLAN. THE CONTRACTOR SHALL NOT, HOWEVER, BE REQUIRED TO INDEMNIFY OR HOLD HARMLESS THE CITY AND/OR ENGINEER FROM LOSSES INCURRED AS THE SOLE RESULT OF THE CITY OR ENGINEER'S NEGLIGENCE. 18. ALL EMPLOYEES WORKING WITHIN THE TRAVELED WAY SHALL BE PROVIDED WITH ALL EMPLOYEES WORKING WITHIN THE TRAVELED WAY SHALL BE PROVIDED WITH AND INSTRUCTED TO WEAR WARNING VESTS MARKED WITH OR MADE OF REFLECTORIZED OR HIGH VISIBILITY MATERIAL, AS DESCRIBED IN THE VIRGINIA OCCUPATIONAL SAFETY AND HEALTH STANDARDS (CONSTRUCTION INDUSTRIAL) 29 CFR PART 1929, 1989 EDITION AND THE LATEST EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL. 19. THE CITY CONSTRUCTION REPRESENTATIVE SHALL PROVIDE A COPY OF THIS PLAN THE CITY CONSTRUCTION REPRESENTATIVE SHALL PROVIDE A COPY OF THIS PLAN SHEET TO THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND EMERGENCY SERVICES. THESE CITY AGENCIES AND TRAFFIC ENGINEERING SHALL BE NOTIFIED OF ALL CHANGED CONDITIONS AS THEY OCCUR. 20. THE CONTRACTOR SHALL NOT LEAVE THE WORK ZONE UNATTENDED WITH ANY THE CONTRACTOR SHALL NOT LEAVE THE WORK ZONE UNATTENDED WITH ANY OPEN TRENCHES. 21. WORK HOURS FOR THE PROJECT AREA WILL BE 7:00 AM - 5:00 PM, MONDAY WORK HOURS FOR THE PROJECT AREA WILL BE 7:00 AM - 5:00 PM, MONDAY THROUGH FRIDAY. WORK IS NOT PERMITTED ON SUNDAY. 22. CARE SHOULD BE EXERCISED WITH ESTABLISHING THE LIMITS OF THE WORK ZONE CARE SHOULD BE EXERCISED WITH ESTABLISHING THE LIMITS OF THE WORK ZONE TO INSURE MAXIMUM POSSIBLE SIGHT DISTANCE IN ADVANCE OF THE TRANSITION, BASED ON THE POSTED SPEED LIMIT AND EQUAL TO OR GREATER THAN THE VALUES IN THE CURRENT VIRGINIA WORK AREA MANUAL. 23. TRUCK WITH AN ARROW BOARD OPERATING IN THE CAUTION MODE AND WITH AT TRUCK WITH AN ARROW BOARD OPERATING IN THE CAUTION MODE AND WITH AT LEAST ONE ROTATING AMBER LIGHT OR HIGH INTENSITY AMBER STROBE LIGHT, PARKED 50' - 100' BEFORE THE BEGINNING OF THE WORK ZONE IN ADVANCE OF WORK CREW. A TRUCK MOUNTED ATTENUATOR SHALL BE USED. 24. USE OF STEEL PLATES TO ALLOW TRAFFIC TO PASS OVER OPEN TRENCHES WILL BE USE OF STEEL PLATES TO ALLOW TRAFFIC TO PASS OVER OPEN TRENCHES WILL BE NOT PERMITTED WITHOUT APPROVAL OF THE CITY. LANES SHALL BE PROPERLY SECURED AFTER WORK HOURS AND PROTECTED WITH PROPER WORK AREA PROTECTION DEVICES. TRENCHES LOCATED WITHIN CLOSED. 25. BUFFER SPACE LENGTH SHALL BE 500' FOR POSTED SPEEDS OF 45 MPH OR BUFFER SPACE LENGTH SHALL BE 500' FOR POSTED SPEEDS OF 45 MPH OR GREATED AND 200' FOR POSTED SPEEDS LESS THAN 45 MPH. 26. THE CONTRACTOR SHALL PLACE “SIDEWALK CLOSED” SIGNS, 48”X48”, WHERE THE CONTRACTOR SHALL PLACE “SIDEWALK CLOSED” SIGNS, 48”X48”, WHERE SIDEWALK CLOSED” SIGNS, 48”X48”, WHERE SIGNS, 48”X48”, WHERE X48”, WHERE , WHERE SIDEWALK SERVICE IS DISRUPTED OR AS DIRECTED BY THE ENGINEER. 27. THE CONTRACTOR SHALL COMPLETE ALL WORK IN EACH CONSTRUCTION ZONE AS THE CONTRACTOR SHALL COMPLETE ALL WORK IN EACH CONSTRUCTION ZONE AS SHOWN IN THE PLANS, EXCEPT FOR THE FINAL ASPHALT SURFACE PAVING, PRIOR TO BEGINNING WORK IN ANOTHER ZONE UNLESS APPROVED BY THE ENGINEER. SUGGESTED SEQUENCE OF CONSTRUCTION 1. PERFORM PRE-CONSTRUCTION CONFERENCE. CONTRACTOR TO OBTAIN ALL PERMITS. PERFORM PRE-CONSTRUCTION CONFERENCE. CONTRACTOR TO OBTAIN ALL PERMITS. 2. ESTABLISH EROSION AND SEDIMENT CONTROL MEASURES. ESTABLISH EROSION AND SEDIMENT CONTROL MEASURES. 3. ESTABLISH TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NOTES AND ESTABLISH TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NOTES AND DETAILS ON THE C-500 SHEETS. 4. CONTRACTOR SHALL COORDINATE WITH DPU PERSONNEL FOR ALL WATER MAIN CONTRACTOR SHALL COORDINATE WITH DPU PERSONNEL FOR ALL WATER MAIN OFFSETS AS SHOWN ON SHEETS C-300 THROUGH C-302. 4.1. CLEAN, DISINFECT, CHLORINATE, AND PERFORM PRESSURE TEST OF NEW WATER CLEAN, DISINFECT, CHLORINATE, AND PERFORM PRESSURE TEST OF NEW WATER WATER MAIN. AFTER SUCCESSFUL PRESSURE TEST, PROVIDE PLUGS FOR FUTURE CONNECTIONS. DO NOT CONNECT TO EXISTING WATER MAINS. 4.2. CLOSE ALL NEW VALVES AT STA 200+65 (PORTSMOUTH BOULEVARD) AND STA CLOSE ALL NEW VALVES AT STA 200+65 (PORTSMOUTH BOULEVARD) AND STA 206+81 (RODMAN). 5. THE FOLLOWING SHALL BE PERFORMED SIMULTANEOUSLY. USE MULTIPLE CREWS AS THE FOLLOWING SHALL BE PERFORMED SIMULTANEOUSLY. USE MULTIPLE CREWS AS NECESSARY. 5.1. COORDINATE WITH DPU PERSONNEL TO ISOLATE THE EXISTING WATER MAINS COORDINATE WITH DPU PERSONNEL TO ISOLATE THE EXISTING WATER MAINS WITHIN THE LIMITS OF THE PROPOSED REPLACEMENTS. 5.2. CONNECT TO EXISTING 8" WATER MAINS ON PORTSMOUTH BOULEVARD AS CONNECT TO EXISTING 8" WATER MAINS ON PORTSMOUTH BOULEVARD AS SHOWN ON SHEET C-301. OPEN ALL VALVES AT STA 200+65 (PORTSMOUTH BOULEVARD). 6. CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION IN ACCORDANCE WITH CONTRACTOR SHALL PROVIDE TEMPORARY STABILIZATION IN ACCORDANCE WITH THE REQUIREMENTS ON SHEETS G-002 AND G-003, OR AS DIRECTED BY THE CITY'S INSPECTOR. PROVIDE TEMPORARY CONNECTIONS AS NEEDED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION OF STORM SEWER SYSTEM. 7. INSTALL ALL PROPOSED STORM SEWER ALONG PORTSMOUTH BLVD FROM CURB INSTALL ALL PROPOSED STORM SEWER ALONG PORTSMOUTH BLVD FROM CURB INLET #1 (SHEET C-301 @ RODMAN) TO MANHOLE #8 (SHEET C-300 @ EMERSON) AS SHOWN ON SHEETS C-300 AND C-301. PROVIDE TEMPORARY CONNECTION INTO INLET #1 FOR EXISTING 30" RCP ALONG RODMAN AVE. 8. INSTALL ALL PROPOSED STORM SEWER ALONG EMERSON ST FROM MANHOLE #8 TO INSTALL ALL PROPOSED STORM SEWER ALONG EMERSON ST FROM MANHOLE #8 TO CURB INLET #11 AS SHOWN ON SHEET C-300. 9. INSTALL PROPOSED STORM SEWER ALONG RODMAN AVE FROM MANHOLE #2 INSTALL PROPOSED STORM SEWER ALONG RODMAN AVE FROM MANHOLE #2 TO CURB INLET #16 AS SHOWN ON SHEET C-302. 10. ABANDON ALL REMAINING EXISTING STORM SEWER AS SHOWN ON SHEETS C-200 ABANDON ALL REMAINING EXISTING STORM SEWER AS SHOWN ON SHEETS C-200 THROUGH C-201. 11. INSTALL PROPOSED SWALE, CONCRETE SIDEWALKS, CURB AND GUTTER, AND INSTALL PROPOSED SWALE, CONCRETE SIDEWALKS, CURB AND GUTTER, AND ENTRANCE RAMPS ALONG RODMAN AVE AS SHOWN ON SHEET C-401. 12. INSTALL PROPOSED CONCRETE SIDEWALKS, CURB AND GUTTER, AND ENTRANCE INSTALL PROPOSED CONCRETE SIDEWALKS, CURB AND GUTTER, AND ENTRANCE RAMPS ALONG PORTSMOUTH BLVD AS SHOWN ON SHEETS C-400 AND C-401. 13. INSTALL PROPOSED CONCRETE SIDEWALKS, CURB AND GUTTER, AND ENTRANCE INSTALL PROPOSED CONCRETE SIDEWALKS, CURB AND GUTTER, AND ENTRANCE RAMPS ALONG EMERSON ST AS SHOWN ON SHEET C-400. 14. MILL AND OVERLAY ALL STREETS AS SHOWN ON SHEETS C-400 AND C-401. MILL AND OVERLAY ALL STREETS AS SHOWN ON SHEETS C-400 AND C-401. a. RESTORE ANY ERADICATED EXISTING PAVEMENT MARKINGS AND PROVIDE RESTORE ANY ERADICATED EXISTING PAVEMENT MARKINGS AND PROVIDE PROPOSED CROSSWALKS AS SHOWN. 14. PERFORM ALL SITE RESTORATION ACTIVITIES AS SHOWN ON SHEETS C-400 AND PERFORM ALL SITE RESTORATION ACTIVITIES AS SHOWN ON SHEETS C-400 AND C-401, OR AS DIRECTED BY THE CITY'S INSPECTOR. 15. PERFORM POST CONSTRUCTION SURVEY. PERFORM POST CONSTRUCTION SURVEY. 16. REMOVE ALL EROSION AND SEDIMENT CONTROL MEASURES. REMOVE ALL EROSION AND SEDIMENT CONTROL MEASURES.

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PRECISION MEASUREMENTS, INC.

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SURVEYORS - GPS - UAS - MAPPING - 3-D LASER SCANNING

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629 PHOENIX DRIVE, SUITE 100

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VIRGINIA BEACH, VA. 23452

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(757) 368-0945

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EXISTING LEGEND

Virginia Erosion and Sediment Control Plan Minimum Standards (MS) Checklist

Yes N/A 4VAC50-30-40 Minimum Standards Describe how MS is addressed on plan

X MS1:

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 a final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year.

Contractor shall comply.

X MS2:

During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. Temporary protection and permanent stabilization shall be applied to all soil stockpiles on site and borrow areas or soil intentionally transferred off site.

Contractor shall comply.

X MS3:

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.

Contractor shall provide temporary and permanent seeding in accordance with the tables on this sheet.

X MS4:

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.

Contractor shall provide erosion and sediment control measures as shown on sheets C-200 and C-201 in accordance with the details shown on sheet G-003.

X MS5: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. N/A

X MS6:

Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. Sediment traps shall be constructed to control drainage areas less than three acres with minimum storage capacity of 134 cubic yards/acre of drainage area. Sediment basins shall be constructed to control drainage areas greater than three acres with minimum storage capacity of 134 cubic yards/acre of drainage area. The outfall system shall at a minimum maintain the structural integrity of the basin during a 25 year storm of 24 hour duration.

N/A

X MS7:

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 stabilizing measures until the problem is corrected.

N/A

X MS8: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. N/A

X MS9: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. N/A

X MS10:

All storm sewer inlets that are made operable 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.

All temporary erosion and sediment control measures shall be installed as shown on sheets C-200 and C-201 in accordance with the Virginia Erosion and Sediment Control Handbook, latest edition.

X MS11:

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.

Contractor shall comply.

X MS12:

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. Non-erodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for theses structures if armored by non-erodible cover materials.

N/A

X MS13:

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 non-erodible material shall be provided.

N/A

X MS14: All applicable federal, state, and local regulations pertaining to working in or crossing live watercourses shall be met. N/A

X MS15: The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. N/A

X

MS16: Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: Contractor shall comply.

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

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

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 off-site property.

Contractor shall comply.

d.

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

e. Re-stabilization shall be accomplished in accordance with these regulations Contractor shall comply.

f. Applicable safety chapters shall be complied with. Contractor shall comply.

X MS17:

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 the 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.

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. Approved construction entrance for staging area shown on sheet C-201 shall be in accordance with the Virginia Erosion and Sediment Control Handbook, latest edition,"Construction Entrance."

X MS18:

All temporary erosion and sediment control measures shall be removed within 30 days after final site 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.

All temporary erosion and sediment control measures shall be removed within 30 days after final stabilization in accordance with the Virginia Erosion and Sediment Control Handbook, latest edition.

X MS19:

Properties and waterways downstream from development sites shall be protected from the sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Concentrated stormwater runoff leaving a development site shall be discharged directly into adequate natural or man-made receiving channel, pipe, or storm sewer system. For those sites, downstream stability analyses at the outfall of the pipe or pipe system shall be performed.

See the Stormwater Narrative for pre and post…