ATTACHMENT B 1749392_DWG.pdf

PDF 34 MB Posted Oct 6, 2023

Attached to: CEP AREA GRAVITY SEWER REPAIR/REHAB, W-385 BASIN REPAIRS and PIER 9 SANITARY REPLACEMENT
Solicitation number: N4008523R2904
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Dec 21, 2023

This attachment provides details for a federal solicitation. The solicitation number is N4008523R2904 issued by the Department of the Navy Naval Facilities Engineering Command for CEP AREA GRAVITY SEWER REPAIR/REHAB, W-385 BASIN REPAIRS and PIER 9 SANITARY REPLACEMENT. The 34MB PDF file contains project specifications for repair and rehabilitation work for sewer systems and sanitary replacements at various locations. Offerors should review the attachment requirements and specifications in order to respond to this solicitation by the required response date.

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Other files

File	Type	Posted
ATTACHMENT H_SUPPLEMENTRY INSTRUCTIONS TO OFFERORS REV.pdf	PDF	Oct 31, 2023
ATTACHMENT A SPECS SECTION 01 35 13.43 10 (Amend).pdf	PDF	Oct 31, 2023
N4008523R2904 AMENDMENT A-0001.pdf	PDF	Oct 31, 2023
ATTACHMENT B DWG SHEET C-003 AND C-101 (Amend).pdf	PDF	Oct 31, 2023
ATTACHMENT C General Decision Number VA20230214 063023.pdf	PDF	Oct 6, 2023
ATTACHMENT A 1749392_SPECS.pdf	PDF	Oct 6, 2023
ATTACHMENT I ACKNOWLEDGMENT OF AMENDMENTS.pdf	PDF	Oct 6, 2023
ATTACHMENT D SECNAV 5512_1.pdf	PDF	Oct 6, 2023
ATTACHMENT E ODP.xls	XLS spreadsheet	Oct 6, 2023
ATTACHMENT K PROVISION 252.225-7059.pdf	PDF	Oct 6, 2023
ATTACHMENT H_SUPPLEMENTRY INSTRUCTIONS TO OFFERORS.pdf	PDF	Oct 6, 2023
ATTACHMENT K PROVISION 52.204-27.pdf	PDF	Oct 6, 2023
ATTACHMENT F PRE-PROPOSAL INQUIRY FORM .xlsx	XLSX spreadsheet	Oct 6, 2023
ATTACHMENT G PIEE VENDOR ACCESS INSTRUCTIONS.pdf	PDF	Oct 6, 2023
ATTACHMENT J PROVISION 52.204-24.pdf	PDF	Oct 6, 2023

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C-001

VICINITY MAP GENERAL NOTES

NSN CEP AREA GRAVITY SEWER

REPAIR/REHAB, W-385 BASIN REPAIRS &

PIER 9 SANITARY REPLACEMENT

LOCATION MAP

LIST OF SHEETS

SHEET NO.

NAVFAC

DWG.

NO.

SHEET TITLE

NAVAL STATION ° NORFOLK, VIRGINIA

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND ~ MID-ATLANTIC

PUBLIC WORKS DEPARTMENT NORFOLK

FACILITIES ENGINEERING AND ACQUISITION DIVISION

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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SYM

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DESCRIPTION

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DATE

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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MIDLANT PWD NORFOLK

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NAVAL STATION - NORFOLK, VA

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NAVAL STATION NORFOLK

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NORFOLK, VA

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H. GORTAIRE

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LLP

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S.M. SWEENEY, P.E.

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COVER SHEET

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LLP

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WHW

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BRANCH

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SOUTHERN

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SHIPYARD

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U.S. NAVAL

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PORTSMOUTH

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NAVY DEPOT

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CRANEY ISLAND

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ELIZABETH RIVER

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SEWELLS POINT

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WESTERN

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BRANCH

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BRANCH

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NORFOLK

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EASTERN

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CHESAPEAKE BAY

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CHESAPEAKE

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BAY

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WILLOUGHBY

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U.S. NAVAL

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AIR STATION

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ST. JULIEN'S CREEK

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U.S. NAVAL ANNEX

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NANSEMOND RIVER

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DISPOSAL AREA

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U.S. ARMY CRANEY ISLAND

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U.S. NAVAL STATION

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VA BEACH

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LITTLE CREEK U.S. NAVAL AMPHIBIOUS BASE

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PROJECT SITE

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WORK SITE

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OCEANA NAVAL AIR STATION

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ACTIVITY

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NAVAL SUPPORT

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WILLOUGHBY

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STATION

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NAVAL AIR

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GATE 1

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HAMPTON BLVD.

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GATE 2

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STATION

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NAVAL

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TERMINAL BLVD.

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GATE 4

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GATE 10

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BAY

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NAVAL

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SUPPORT

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ACTIVITY

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1. NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION DEVICES ARE NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION DEVICES ARE IN-PLACE. SOIL EROSION DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO SILT FENCE, INLET PROTECTION AND TREE PROTECTION. 2. WHERE EXISTING STRUCTURES TO REMAIN ARE DAMAGED DUE TO NEW WHERE EXISTING STRUCTURES TO REMAIN ARE DAMAGED DUE TO NEW CONSTRUCTION OR DEMOLITION REQUIRED BY THESE DOCUMENTS, THE CONTRACTOR SHALL REPAIR THE DAMAGED ITEM(S) WITH NEW MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE, AND COLOR AT NO COST TO THE GOVERNMENT. 3. FIELD VERIFY EXISTING DIMENSIONS GIVEN, PRIOR TO ORDERING MATERIALS OR FIELD VERIFY EXISTING DIMENSIONS GIVEN, PRIOR TO ORDERING MATERIALS OR BEGINNING DEMOLITION. 4. ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED SHALL BECOME THE ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM GOVERNMENT PROPERTY, UNLESS OTHERWISE SPECIFIED. DISPOSITION OF THE ITEMS/MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL ADHERE TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 5. NEW WORK WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN NEW WORK WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN OPERATIONAL. ACCORDINGLY, MEASURES SHALL BE TAKEN TO AVOID INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE. 6. UTILITY INFORMATION ON THESE DRAWINGS IS FROM BEST AVAILABLE RECORDS UTILITY INFORMATION ON THESE DRAWINGS IS FROM BEST AVAILABLE RECORDS AND SURFACE OBSERVATIONS AND DOES NOT GUARANTEE THE EXISTENCE/NON-EXISTENCE, SIZE, TYPE OR LOCATION OF UNDERGROUND UTILITIES. CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL UTILITIES. 7. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT MISS UTILITY OF PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT MISS UTILITY OF VIRGINIA (TELEPHONE#: 811) TO HAVE THE EXISTING UNDERGROUND LINES MARKED ON THE GROUND SURFACE IN THE AREAS OF CONSTRUCTION. 8. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE "VIRGINIA THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE "VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT" (SECTION 56-265.14 ET. SEQ., CODE OF VIRGINIA, 1950, AMENDED). 9. ALL GRASS AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED ALL GRASS AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED AND GRASS ESTABLISHED UNLESS OTHERWISE NOTED. 10. ALL LAYDOWN AREAS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR ALL LAYDOWN AREAS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO DELIVERY OF ANY MATERIALS. 11. PROVIDE TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE MANUAL ON PROVIDE TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 12. MAINTAIN A MINIMUM OF ONE LANE OF TWO WAY TRAFFIC ON ALL ROADWAYS AT MAINTAIN A MINIMUM OF ONE LANE OF TWO WAY TRAFFIC ON ALL ROADWAYS AT ALL TIMES. 13. ALL ROAD AND LANE CLOSURES SHALL BE REQUESTED AND APPROVED BY THE ALL ROAD AND LANE CLOSURES SHALL BE REQUESTED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO CLOSING OF ANY ROADWAYS. 14. ALL GRADE TRANSITIONS SHALL BE SMOOTH AND GRADUAL WITH NO SHARP OR ALL GRADE TRANSITIONS SHALL BE SMOOTH AND GRADUAL WITH NO SHARP OR ABRUPT CHANGES UNLESS OTHERWISE NOTED. SUBBASE DRAINAGE SHALL NOT BE RESTRICTED OR IMPEDED. 15. ALL DISTURBED AND FINAL PAVED AREAS SHALL BE GRADED TO PROMOTE ALL DISTURBED AND FINAL PAVED AREAS SHALL BE GRADED TO PROMOTE POSITIVE DRAINAGE. 16. ALL PAVEMENT PATCHES AND REPLACEMENT CURB SHALL BE FLUSH WITH ALL PAVEMENT PATCHES AND REPLACEMENT CURB SHALL BE FLUSH WITH ABUTTING FACILITIES. 17. SAWCUT PAVEMENT/SIDEWALKS FULL DEPTH ALONG STRAIGHT LINES PRIOR TO SAWCUT PAVEMENT/SIDEWALKS FULL DEPTH ALONG STRAIGHT LINES PRIOR TO REMOVAL. 18. RESTORE SURFACES DISTURBED DURING THE COURSE OF WORK TO MATCH RESTORE SURFACES DISTURBED DURING THE COURSE OF WORK TO MATCH EXISTING CONDITIONS. 19. REFERENCE BENCHMARK DETAILS FOR HORIZONTAL AND VERTICAL DATUMS. REFERENCE BENCHMARK DETAILS FOR HORIZONTAL AND VERTICAL DATUMS. 20. REMOVE FREE WATER PRIOR TO STARTING FILL PLACEMENT. REMOVE FREE WATER PRIOR TO STARTING FILL PLACEMENT. 21. PLUG OR CAP ALL ENDS OR OPENINGS PRIOR TO BEING ABANDONED. PLUG OR CAP ALL ENDS OR OPENINGS PRIOR TO BEING ABANDONED. 22. FLOWABLE FILL REQUIREMENTS: FLOWABLE FILL REQUIREMENTS: 22.1. UNCONFINED COMPRESSIVE STRENGTH: MINIMUM 200 PSI AT 56 DAYS AS UNCONFINED COMPRESSIVE STRENGTH: MINIMUM 200 PSI AT 56 DAYS AS DETERMINED BASED ON AN AVERAGE OF THREE TESTS FOR THE SAME PLACEMENT. PRESENT AT LEAST THREE ACCEPTABLE STRENGTH TESTS FOR PROPOSED MIX DESIGN IN MIX DESIGN REPORT. 22.2. PLACEMENT CHARACTERISTICS: SELF-LEVELING PLACEMENT CHARACTERISTICS: SELF-LEVELING 22.3. SHRINKAGE CHARACTERISTICS: NON-SHRINK SHRINKAGE CHARACTERISTICS: NON-SHRINK 22.4. WATER BLEEDING FOR FILL TO BE PLACED BY GROUTING METHOD IN WATER BLEEDING FOR FILL TO BE PLACED BY GROUTING METHOD IN SEWERS: NOT TO EXCEED 2 PERCENT ACCORDING TO ASTM C940. 22.5. MINIMUM WET DENSITY: 90 POUNDS PER CUBIC FOOT. MINIMUM WET DENSITY: 90 POUNDS PER CUBIC FOOT. 23. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL HAZARDOUS MATERIAL IN CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL HAZARDOUS MATERIAL IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REQUIREMENTS. 24. PETROLEUM-CONTAMINATED SOIL OR GROUNDWATER ARE ANTICIPATED AT SEVERAL PETROLEUM-CONTAMINATED SOIL OR GROUNDWATER ARE ANTICIPATED AT SEVERAL LOCATIONS ON THIS SITE**, WHEN ENCOUNTERED, COORDINATE TREATMENT AND DISPOSAL WITH NAVFAC MIDLANT ENVIRONMENTAL SERVICES (EV SERVICES) HAZMAT/WASTE DISPOSAL DEPARTMENT. ALL MATERIAL/WASTE TAKEN OFFSITE FOR DISPOSAL MUST HAVE A WASTE DETERMINATION PROFILE (BASED ON LABORATORY ANALYSIS) THAT HAS BEEN REVIEWED BY EV SERVICES HAZMAT/WASTE DISPOSAL. DRAWING SHEETS C-102, C-110, C-111 AND C-112 HAVE BEEN IDENTIFIED BY NAVFAC EV AS HAVING GROUNDWATER AND SOIL CONTAINING PETROLEUM/OIL/LUBE (TPH-DRO). NAVFAC HAS OBTAINED THE VPDES GENERAL PERMIT FOR DISCHARGES FROM PETROLEUM CONTAMINATED SITES WITH VIRGINIA DEQ UNDER WHICH THE CONTRACTOR MUST APPLY FOR COVERAGE. CONTRACTOR IS REQUIRED TO OBTAIN THE NEW COVERAGE WITH NEW PERMIT NUMBER. THE CONTRACTOR MUST DIRECTLY CONTACT VIRGINA DEQ TIDEWATER REGIONAL OFFICE: LOAN PHAM @ 757-799-8000 OR EMAIL: LOAN.PHAM@DEQ.VIRGINIA.GOV FOR PERMIT APPLICATION. FOR CONTRACTOR REFERENCE, THE VPDES GENERAL PERMIT, REGISTRATION STATEMENT AND EXPIRED PERMITS VAG8350586 & VAG8350590 ARE INCLUDED IN THE APPENDIX "A" OF THE CONTRACT SPECIFICATIONS. THE NEW COVERAGE IS EXPECTED TO USE IDENTICAL LANGUAGES TO PERMITS VAG8350586 & VAG8350590. 25. THE CONTRACTOR MUST PROVIDE TRENCH SHEET OR SHEET PILES FOR TRENCH THE CONTRACTOR MUST PROVIDE TRENCH SHEET OR SHEET PILES FOR TRENCH EXCAVATION IN THE AREA THAT HAS BEEN IDENTIFIED AS HAVING GROUNDWATER AND SOIL CONTAMINATION TO MINIMIZE THE AMOUNT OF CONTAMINATED GROUNDWATER SEEPAGE IN THE EXCAVATED TRENCH. 26. THE CONTRACTOR MUST PROVIDE AND MAINTAIN SANITARY SEWER BYPASS FOR THE CONTRACTOR MUST PROVIDE AND MAINTAIN SANITARY SEWER BYPASS FOR DURATION OF THE CONSTRUCTION WHEN THE SEWER LINE IS ACTIVE.

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COVER SHEET

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CIVIL NOTES, ABBREVIATIONS AND LEGEND

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KEYPLAN, DEMOLTION AND NEW WORK KEYNOTES

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CIVIL SITE PLAN - SANITARY SEWER IMPROVEMENTS (1 OF 14)

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CIVIL DETAILS

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C-002

CIVIL ABBREVIATIONS: LEGEND:UTILITY NOTES DEMOLITION NOTES

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DEPARTMENT OF THE NAVY

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DES

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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MIDLANT PWD NORFOLK

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NAVAL STATION - NORFOLK, VA

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NAVAL STATION NORFOLK

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NORFOLK, VA

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H. GORTAIRE

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LLP

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S.M. SWEENEY, P.E.

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CIVIL NOTES, ABBREVIATIONS AND LEGEND

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DIA

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AVENUE

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CENTER LINE

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CONCRETE

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DIAMETER

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ELECTRICAL

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MAXIMUM

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MANHOLE

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TYPICAL

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UNDERGROUND

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BITUMINOUS

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EDGE OF PAVEMENT

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RAD

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RADIUS

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ROOF DRAIN

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AST

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NOT FOUND

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PAVEMENT

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OILY-WASTE WASTE-OIL

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FIRE ALARM

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ACRE

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CIPP

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CAST IN PLACE PIPE

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OUTLET PROTECTION

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EMERGENCY SPILLWAY

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INV

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INVERT

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LOW POINT

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EQ.

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EQUAL

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RCP

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REINFORCED CONCRETE PIPE

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STRC.

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STRUCTURE

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STANDARD

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DCJ

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DOWELED CONSTRUCTION JOINT

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THICKENED-EDGE

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CATCH BASIN

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DIP

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DUCTILE IRON PIPE

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SWITCH PAD (ELECTRICAL)

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COMMUNICATION, OVERHEAD, TYP.

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BUILDING

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VALVE

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CURB

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CURB DROP INLET

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CURB AND GUTTER

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FIRE HYDRANT

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STORM MANHOLE

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COMMUNICATION, UNDERGROUND, TYP.

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NATURAL GAS, TYP.

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UTILITY POLE

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OVERHEAD POWER AND COMMUNICATION.

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TELEPHONE PEDESTAL

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OVERHEAD ELECTRICAL, TYP.

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ELECTRIC MANHOLE

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SEWER CLEANOUT

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TELEPHONE MANHOLE

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TBM XX

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CHAIN LINK FENCE

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GUY WIRE

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DITCH CENTERLINE, TYP.

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SITE VEGETATION, TYP.

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LIGHT POLE

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SIGN

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MISCALLENOUS SITE FEATURE / BOLLARD

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XFR

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AST

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ABOVE GROUND STORAGE TANK

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TRANSFORMER

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METER

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UNDERGROUND FUEL, TYP.

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CONCRETE WALL

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XX-X

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GEOTECH AUGER BORING

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DEMOLITION ASPHALT / CONCRETE

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MONITORING WELL

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RAILROAD TRACKS, TYP.

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PAVEMENT MARKINGS, TYP.

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HDPE

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HIGH DENSITY POLYETHYLENE

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1. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON FIELD EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON FIELD SURVEYS, AVAILABLE RECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. AT LEAST 15 DAYS PRIOR TO STARTING EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER TO ALLOW MARKING OF EXISTING BURIED UTILITIES. EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED BY A THIRD PARTY, INDEPENDENT, PRIVATE UTILITY LOCATING COMPANY AND COORDINATED WITH THE CONTRACTING OFFICER. MARKINGS MADE DURING THE UTILITY INVESTIGATION MUST BE MAINTAINED THROUGHOUT THE CONTRACT. WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRILLING THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, THE THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY SHALL LOCATE UTILITY DEPTH BY USE OF GROUND PENETRATING RADAR (GPR), X-RAY, BORE SCOPE, OR ULTRASOUND PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE UTILITY SYSTEMS MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE POSITIVELY IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR FROM MEETING THIS REQUIREMENT. PRIOR TO CONSTRUCTION, THE SITE SHALL BE SCANNED WITH ELECTROMAGNETIC AND SONIC EQUIPMENT AND THE GROUND SURFACE MARKED WHERE EXISTING UNDERGROUND UTILITIES ARE DISCOVERED. TAKE PRECAUTIONS TO PROTECT THE EXISTING UTILITIES AND DAMAGE TO THE UTILITIES SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE REQUIRED TO AND AGREES TO COMPLY WITH THE PROVISIONS OF THE GOVERNMENT, STATE AND UTILITY FOR UNDERGROUND DAMAGE PREVENTION AND HEREBY AGREES TO HOLD THE GOVERNMENT HARMLESS AGAINST LOSS, DAMAGES AND CLAIMS OF NATURE WHATSOEVER ARISING OUT OF FAILURE TO COMPLY WITH SAID PROVISIONS. 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. PRIOR TO ORDERING MATERIALS AND BEGINNING OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH THE EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS-OF-WAY. 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR WILL NOTIFY THE CONTRACTING OFFICER IN ACCORDANCE WITH FAR 52.236-2. 4. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 5. RIM ELEVATIONS FOR SEWER MANHOLES, AND OTHER SUCH ITEMS, ARE RIM ELEVATIONS FOR SEWER MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A. PAVEMENTS AND CONCRETE SURFACES: FLUSH PAVEMENTS AND CONCRETE SURFACES: FLUSH B. SURFACES ALONG ACCESSIBLE ROUTES: FLUSH SURFACES ALONG ACCESSIBLE ROUTES: FLUSH C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH BELOW SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY. FINAL DESIGN AND LOCATION TO BE COORDINATED WITH THE CONTRACTING OFFICER. 7. UTILITY PIPE MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS, UNLESS UTILITY PIPE MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS, UNLESS OTHERWISE NOTED ON PLAN. 8. FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. FURNISH CONCRETE ENCASEMENT OF DUCT BANKS AS INDICATED ON THE DRAWINGS. 9. REFER TO APPENDIX "B" OF THE CONTRACT SPECIFICATIONS FOR PUMP STATIONS REFER TO APPENDIX "B" OF THE CONTRACT SPECIFICATIONS FOR PUMP STATIONS FLOW DATA. 10. DESIGNATED AREAS FOR GROUNDWATER TREATMENT EQUIPMENT UNIT ARE SHOWN DESIGNATED AREAS FOR GROUNDWATER TREATMENT EQUIPMENT UNIT ARE SHOWN ON SHEET C-102, C-110, C-111 AND C-112.

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1. REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING STRUCTURES, AND PAVEMENTS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS, UNSUITABLE MATERIAL WITHIN THE PROPOSED PROJECT FOOTPRINT PER DRAWINGS AND SPECIFICATIONS. 2. EXISTING UTILITIES MUST BE TERMINATED PER DRAWINGS AND EXISTING UTILITIES MUST BE TERMINATED PER DRAWINGS AND SPECIFICATIONS, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH STATE, LOCAL, BASE AND INDIVIDUAL UTILITY COMPANY STANDARDS, AND DETAILS. COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3. DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.

AutoCAD SHX Text EROSION AND SEDIMENT CONTROL GENERAL NOTES: 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL APPROPRIATE EROSION CONTROL MEASURES SUCH AS, BUT NOT LIMITED TO, TREE ALL APPROPRIATE EROSION CONTROL MEASURES SUCH AS, BUT NOT LIMITED TO, TREE PROTECTION, SILT FENCE, CONSTRUCTION ENTRANCE, SEDIMENT TRAPPING FACILITIES, AND INLET PROTECTION MUST BE INSTALLED PRIOR TO THE START OF CONSTRUCTION AND MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER BEFORE ANY ANY EXCAVATION OPERATIONS BEGIN. 3. THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN ALL APPROVED MEASURES AS THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN ALL APPROVED MEASURES AS SHOWN ON THE DRAWINGS. ANY ADDITIONAL MEASURES DEEMED REQUIRED BY THE CONTRACTING OFFICER MUST BECOME PART OF THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROPERTY. ALL FIELD CHANGES MUST BE APPROVED BY THE CONTRACTING OFFICER. 4 DURING DEWATERING OPERATIONS, WATER MUST BE PUMPED INTO AN APPROVED DURING DEWATERING OPERATIONS, WATER MUST BE PUMPED INTO AN APPROVED FILTERING DEVICE. 5. EROSION AND SEDIMENT CONTROL MEASURES MUST BE KEPT IN PLACE FOR THE EROSION AND SEDIMENT CONTROL MEASURES MUST BE KEPT IN PLACE FOR THE DURATION OF THE CLEARING AND CONSTRUCTION OPERATIONS AND AT A MAXIMUM FOR THE SPECIFIED TIME FOR EACH MEASURE AS IDENTIFIED IN THE VESC HANDBOOK, OR WHEN FULL STABILIZATION HAS OCCURRED FOR THE ENTIRE SITE. A FINAL INSPECTION BY THE PLAN APPROVING AUTHORITY MUST DETERMINE WHEN THIS FACT IS ACCOMPLISHED AND ALL TEMPORARY MEASURES AND DEVICES CAN BE REMOVED. 6. THE CONTRACTOR MUST MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST AND THE CONTRACTOR MUST MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST AND OTHER AIR POLLUTANTS, INCLUDING BUT NOT LIMITED TO USING WATER OR CHEMICALS, LIMITING THE NUMBER OF VEHICLES ALLOWED ONSITE, MINIMIZING THE OPERATING SPEED OF ALL VEHICLES, ETC. ALSO, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE DAILY SWEEPING SHOULD SEDIMENT ACCUMULATE ON PAVED SURFACES. 7. THE MAJORITY OF THE WORK BEING PERFORMED FOR THIS TASK ORDER IS AT THE THE MAJORITY OF THE WORK BEING PERFORMED FOR THIS TASK ORDER IS AT THE PIER HEADS. CONTRACTOR SHALL SURVEY THE EXCAVATION SITES IDENTIFIED IN THESE PLANS AND PRIOR TO EXCAVATION, ESTABLISH EROSION AND SEDIMENT CONTROL MEASURES TO ALL INLETS AND DRAINS THAT MAY RECEIVE RUNOFF FROM CONSTRUCTION AREA.

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PAVEMENT PATCH

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(NEW OR DEMOLISH)

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DESIGNATED AREA FOR GROUNDWATER

TREATMENT EQUIPMENT UNIT

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S E

N G

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C O

M M

A N

B, W

C-003

SANITARY SEWER IMPROVEMENTS - KEY PLAN

DEMOLITION KEYNOTES NEW WORK KEYNOTES

DEMOLITION AND NEW WORK KEYNOTES (C-101 TO C-114)

TRAFFIC CONTROL NOTES

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DN = 5.08'

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File details come from the government source that posted it. Updated Oct 6, 2023.