(C) 1694038 LP-40 ILRF_DRAWINGS.pdf

PDF 7 MB Posted Mar 31, 2025

Attached to: LP-40 Install In-Line Receipt Filtration, Naval Station Norfolk, Norfolk, Virginia
Solicitation number: N4008525R2655
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Mar 31, 2025

These are architectural and engineering design drawings for the LP-40 In-Line Receipt Filtration project at Naval Station Norfolk, Virginia. The comprehensive set of 15 technical drawings, dated 14 September 2023, details the demolition and installation of a new fuel filtration system. Key design elements include:

Demolition and New Construction Scope: The project involves removing the existing aboveground fuel filtration system and constructing a new system within an existing concrete slab with curb containment. The new system will feature a vertical centrifugal pump, three vertical filter/separators, control valves, piping, and support infrastructure. Electrical work is required to accommodate the new filtration system, with no excavation needed. Drawings cover civil, mechanical, and electrical aspects including site plans, demolition plans, piping schematics, electrical site plans, panel schedules, and detailed support and installation specifications. The project is being executed by the Naval Facilities Engineering Systems Command Mid-Atlantic for the Naval Station Norfolk Public Works Department.

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Other files

File	Type	Posted
Amend. 0006.pdf	PDF	May 20, 2025
Sol No. N4008525R2655 - PPI No.32.pdf	PDF	May 20, 2025
Amend. 0005.pdf	PDF	May 14, 2025
Sol No. N4008525R2655 - PPI No.s 30-31.pdf	PDF	May 14, 2025
Amend. 0004.pdf	PDF	May 12, 2025
PPIs Sol No. N4008525R2655 NSN LP-40 Install ILRF.pdf	PDF	May 12, 2025
Amend. 0003.pdf	PDF	Apr 22, 2025
Gen Req - N4008525R2655_REV2.pdf	PDF	Apr 22, 2025
1694038 LP40 ILRF DrawingsREV.pdf	PDF	Apr 22, 2025
LP-40 Fuel Filtr. Site Visit 04.08.2025.pdf	PDF	Apr 9, 2025
Amend. 0002.pdf	PDF	Apr 9, 2025
Gen Req - N4008525R2655_REV1.pdf	PDF	Apr 9, 2025
C-501 CIVIL DETAILS_Amended.pdf	PDF	Apr 7, 2025
Amend. 0001.pdf	PDF	Apr 7, 2025
CS101 NEW WORK_Amended.pdf	PDF	Apr 7, 2025
(F) ODP Spreadsheet.xlsx	XLSX spreadsheet	Mar 31, 2025
(L) Additional Clauses and Provisions.pdf	PDF	Mar 31, 2025
(K) Provision 52.204-24.pdf	PDF	Mar 31, 2025
(J) Acknowledgement of Amendment(s).pdf	PDF	Mar 31, 2025
(G) Pre-Proposal Inquiry (PPI) Form.xlsx	XLSX spreadsheet	Mar 31, 2025
(D) WD No.VA20250214 dtd. 02.28.2025.pdf	PDF	Mar 31, 2025
(H) PIEE Solicitation Vendor Access Instructions.pdf	PDF	Mar 31, 2025
(E) SECNAV 5512_1.pdf	PDF	Mar 31, 2025
(B) 1694038 LP-40 ILRF_SPECS.pdf	PDF	Mar 31, 2025
(I) Supplementary Instructions to Offerors.pdf	PDF	Mar 31, 2025
(A) Exec Scope of Work 1694038 LP-40 ILRF.pdf	PDF	Mar 31, 2025
Gen Requirements Sol No. N4008525R2655.pdf	PDF	Mar 31, 2025

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VICINITY MAP SYMBOLS LEGEND GENERAL NOTES

LP-40 IN-LINE RECEIPT

FILTRATION

NAVAL STATION NORFOLK ° NORFOLK, VIRGINIA

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND MID-ATLANTIC

NAVAL STATION NORFOLK, PUBLIC WORKS DEPARTMENT

FACILITIES ENGINEERING AND ACQUISITION DIVISION

NORFOLK, VIRGINIA

B2 DETAIL OR SECTION TITLE

LOCATION MAP

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FOR COMMANDER NAVFAC

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A/E INFO

EPROJECT NO.:

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CHIEF ENG/ARCH

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SHEET LIST TABLE

SHEET

NUMBER

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J. MILLER, P.E.

1694038

W. BOUNDS, FLC

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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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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

AutoCAD SHX Text DETAIL, SECTION, OR ELEVATION NUMBER. NUMBER REFERENCES GRID PLACEMENT ON SHEET WHICH DETAIL IS DRAWN.

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SHEET ON WHICH DETAIL, SECTION, OR ELEVATION IS DRAWN

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CARET SYMBOLIZES A PHOTOGRAPH OR INTERIOR ELEVATION.

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1. THE GENERAL SCOPE OF THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO FOLLOWING WORK AT THE GENERAL SCOPE OF THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO FOLLOWING WORK AT THE LP FUEL FARM: DEMOLITION AND REMOVAL OF AN ABOVE GROUND FUEL FILTRATION SYSTEM FILTRATION SYSTEM TO BE REMOVED INCLUDES A CENTRIFUGAL PUMP, VALVES, PIPING, AND FILTRATION VESSELS. NEW ELECTRICAL CABLING AND MOTOR CONTROL CABINETRY NEW FILTRATION SYSTEM WITH A CENTRIFUGAL PUMP, PIPING, CONTROL VALVES AND (3) VERTICAL STYLE FILTER/SEPARATOR VESSELS 2. ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE. ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE. 3. WHERE EXISTING STRUCTURES ARE DAMAGED BY CONSTRUCTION REQUIRED BY THESE DOCUMENTS. WHERE EXISTING STRUCTURES ARE DAMAGED BY CONSTRUCTION REQUIRED BY THESE DOCUMENTS. REPAIR THE DAMAGED ITEM(S) WITH MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE AND COLOR. 4. VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS FOR EXISTING WORK ARE INDICATED AS "±". ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONSTRUCTION MANAGER IN WRITING. 5. ALL ITEMS MUST BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED AS ALL ITEMS MUST BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED AS EXISTING OR AS PROVIDED BY THE GOVERNMENT. 6. MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY. PRODUCTS OF MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY MATCH THE COLOR, FINISHES, TEXTURES AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS. 7. OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY REQUIREMENTS AS DIRECTED BY THE OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY REQUIREMENTS AS DIRECTED BY THE CONSTRUCTION MANAGER. 8. CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN OPERATIONAL. CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN OPERATIONAL. AVOID INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE. 9. ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST BE SUBMITTED TO THE ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST BE SUBMITTED TO THE CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO COMMENCEMENT OF RELATED WORK. 10. HOT WORK PERMITS AND GAS FREE CERTIFICATION OF FUEL LINES ARE REQUIRED FOR THIS HOT WORK PERMITS AND GAS FREE CERTIFICATION OF FUEL LINES ARE REQUIRED FOR THIS PROJECT. FUEL FARM PERSONNEL ARE RESPONSIBLE FOR ALL VALVE OPERATIONS TO ISOLATE PIPE LINES. 11. AT THE CONCLUSION OF THE INITIAL SITE VISIT, THE CONSTRUCTION MANAGER WILL FACILITATE A AT THE CONCLUSION OF THE INITIAL SITE VISIT, THE CONSTRUCTION MANAGER WILL FACILITATE A MEETING BETWEEN THE FUEL FARM PERSONNEL AND THE CONTRACTOR TO DETERMINE ROLES AND RESPONSIBILITIES OF FUEL REMOVAL AND DISPOSAL FROM PIPE LINES AFFECTED DURING THIS PROJECT.

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ACTIVITY

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NAVAL SUPPORT

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TOWER ST

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GATE 3A

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RUNWAY 10-28

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PROJECT SITE

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INTERSTATE I-564

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THIRD AVE

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WEST D ST

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FUEL FARM

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BELLINGER BLVD

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FOURTH AVE

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WEST C ST

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COVER SHEET

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GENERAL

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COVER SHEET

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CIVIL

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CIVIL NOTES

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EXISTING CONDITIONS & PHOTOS

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DEMOLITION PLAN

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CIVIL SITE WORK

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CIVIL SITE DETAILS

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CIVIL SITE DETAILS

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ELECTRICAL

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ELECTRICAL SYMBOLS, LEGEND, AND ABBREVIATIONS

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PARTIAL ELECTRICAL SITE PLAN-DEMOLITION

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PARTIAL ELECTRICAL SITE PLAN

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ENLARGED ELECTRICAL PLANS-DEMOLITION

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ENLARGED ELECTRICAL PLANS

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ELECTRICAL DETAILS

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PANEL SCHEDULES-DEMOLITION

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PANEL SCHEDULES

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DRAWFORM REVISION: 14 SEP 2023

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SATISFACTORY TO DATE

APPROVED

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

100'0' 1"=50'

50'

GRAPHIC SCALE

M M

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JBJ

J. MILLER, P.E.

1694038

W. BOUNDS, FLC

JBJ JBJ WHW

AS NOTED

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C-001

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GENERAL NOTES (ALL SHEETS)

COMMUNICATION, TYP.

SANITARY SEWER, TYP.

STORM SEWER, TYP.

SANITARY MANHOLE

DROP INLET

BUILDING

WATER, TYP.

WATER VALVE

ASPHALT

CURB INLET

FIRE HYDRANT

STORM MANHOLE

NATURAL GAS, TYP.

UTILITY POLE

UNDERGROUND STEAMLINE, TYP.

T TELEPHONE PEDESTAL

OVERHEAD ELECTRICAL, TYP.

H Y D

E ELECTRIC MANHOLE

CO SEWER CLEANOUT

TELEPHONE MANHOLET

GUY WIRE

SSx

STM

GAS

SDOR

LIGHT POLE

SIGN

MISCELLANEOUS SITE FEATURE / BOLLARD

XFR

AST ABOVE GROUND STORAGE TANK

TRANSFORMER

M METER

UF ABOVEGROUND FUEL, TYP.

CIVIL LEGEND

CHAIN LINK FENCE, TYP.

INLET PROTECTION

EXISTING NEW

DEMOLITION

SILT FENCE

SITE LOCATION PLAN

LAYDOWN AREA

PROJECT SITE

PIPING CONNECTION POINT

FUEL VENT PIPING, TYP.

PROVIDE NEW INLET PROTECTIONIP

EROSION & SEDIMENTATION LEGEND

SF PROVIDE SILT FENCE

COMMISSIONING OF FILTRATION SYSTEM

UE UNDERGROUND ELECTRICAL, TYP.

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XFR

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AST

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TANK LP-41

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RUNWAY 10-28

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LP-18 ELECTRICAL ROOM

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SCALE:1"=50'

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TANK LP-42

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TANK LP-40

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TANK LP-39

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FUEL TRUCK PARKING COMPOUND

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SERVICE ROAD

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TANK LP-38

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1. THE LP FUEL FARM WORKING HOURS ARE 0630-1530 HOURS, MONDAY-FRIDAY. WORK OUTSIDE OF THE LP FUEL FARM WORKING HOURS ARE 0630-1530 HOURS, MONDAY-FRIDAY. WORK OUTSIDE OF THESE ESTABLISHED HOURS MUST BE COORDINATED WITH THE CONTRACTING OFFICER. 2. NEW WORK WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN OPERATIONAL. NEW WORK WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN OPERATIONAL. ACCORDINGLY, AVOID INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE. 3. UTILITY INFORMATION ON THESE DRAWINGS IS FROM BEST AVAILABLE RECORDS AND SURFACE 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. 4. PRIOR TO EXCAVATION, CONTACT MISS UTILITY OF VIRGINIA (TELEPHONE#: 811) TO HAVE THE EXISTING PRIOR TO EXCAVATION, CONTACT MISS UTILITY OF VIRGINIA (TELEPHONE#: 811) TO HAVE THE EXISTING UNDERGROUND LINES MARKED ON THE GROUND SURFACE IN THE AREAS OF CONSTRUCTION. 5. BECAUSE OF THE PREVALENCE OF SECONDARY ELECTRICAL POWER AND ABANDONED FUEL LINES, THE BECAUSE OF THE PREVALENCE OF SECONDARY ELECTRICAL POWER AND ABANDONED FUEL LINES, THE CONTRACTOR MUST UTILIZE ADDITIONAL THIRD PARTY SUBSURFACE UTILITY LOCATION SERVICES. 6. COMPLY WITH THE PROVISIONS OF THE "VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT" COMPLY WITH THE PROVISIONS OF THE "VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT" (SECTION 56-265.14 ET. SEQ., CODE OF VIRGINIA, 1950, AMENDED). 7. RESTORE SURFACES DISTURBED DURING COURSE OF THE WORK TO MATCH EXISTING CONDITIONS. RESTORE SURFACES DISTURBED DURING COURSE OF THE WORK TO MATCH EXISTING CONDITIONS. 8. ITEMS NOTED TO BE DEMOLISHED OR REMOVED MUST BECOME THE PROPERTY OF THE CONTRACTOR. ITEMS NOTED TO BE DEMOLISHED OR REMOVED MUST BECOME THE PROPERTY OF THE CONTRACTOR. REMOVE DEMOLITION DEBRIS FROM GOVERNMENT PROPERTY AND PROPERLY DISPOSE, UNLESS OTHERWISE SPECIFIED. ADHERE TO APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 9. GRADE DISTURBED AREAS TO PROMOTE POSITIVE DRAINAGE. GRADE DISTURBED AREAS TO PROMOTE POSITIVE DRAINAGE. 10. FIELD VERIFY EXISTING DIMENSIONS AND QUANTITIES PRIOR TO ORDERING MATERIALS OR BEGINNING FIELD VERIFY EXISTING DIMENSIONS AND QUANTITIES PRIOR TO ORDERING MATERIALS OR BEGINNING WORK. 11. WHERE EXISTING STRUCTURES TO REMAIN ARE DAMAGED DUE TO CONSTRUCTION OR DEMOLITION WHERE EXISTING STRUCTURES TO REMAIN ARE DAMAGED DUE TO CONSTRUCTION OR DEMOLITION REQUIRED BY THESE DOCUMENTS, REPAIR THE DAMAGED ITEM(S) WITH NEW MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE, AND COLOR AT NO ADDITIONAL COST TO THE GOVERNMENT. 12. EXECUTE ALL WORK WITH CARE TO PROTECT FROM DAMAGE ALL ADJACENT EXISTING FEATURES THAT EXECUTE ALL WORK WITH CARE TO PROTECT FROM DAMAGE ALL ADJACENT EXISTING FEATURES THAT ARE TO REMAIN. ANY SUCH DAMAGE MUST BE REPAIRED OR REPLACED TO MATCH THE ORIGINAL CONDITION AS APPROVED BY THE CONTRACTING OFFICER AT NO COST TO THE GOVERNMENT. 13. REPLANT ANY DISTURBED AREAS OF GRASS WITH BASH COMPLIANT CULTIVARS SUCH AS ENDOPHYTE REPLANT ANY DISTURBED AREAS OF GRASS WITH BASH COMPLIANT CULTIVARS SUCH AS ENDOPHYTE INFECTED TALL FESCUE, BERMUDA GRASS, OR ZOYSIA GRASS. 14. PROVIDE MAINTENANCE OF TRAFFIC IN ACCORDANCE TO THE MANUAL ON UNIFORM TRAFFIC CONTROL PROVIDE MAINTENANCE OF TRAFFIC IN ACCORDANCE TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR ALL WORK ALONG ROAD AND INTERSECTION, AS REQUIRED. 15. ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ALL WORK MUST BE IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, REFER TO SECTION 703.

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1. THE CONTRACTOR IS RESPONSIBLE FOR STARTUP AND COMMISSIONING SERVICES OF NEW FILTRATION THE CONTRACTOR IS RESPONSIBLE FOR STARTUP AND COMMISSIONING SERVICES OF NEW FILTRATION STAND. 2. REFER TO THE SPECIFICATIONS FOR THE DELINEATION OF GOVERNMENT AND CONTRACTOR REFER TO THE SPECIFICATIONS FOR THE DELINEATION OF GOVERNMENT AND CONTRACTOR RESPONSIBILITIES FOR THE ACCEPTANCE TESTING OF THE NEW FILTRATION SYSTEM. 3. THE GOVERNMENT WILL PROVIDE THE FUEL, TANKER TRUCK SERVICE, AND FUEL DISPOSAL SERVICES THE GOVERNMENT WILL PROVIDE THE FUEL, TANKER TRUCK SERVICE, AND FUEL DISPOSAL SERVICES FOR THE START-UP ACCEPTANCE TESTING.

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LP109

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LP109

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SERVICE ROAD

COALESCER

BOTTOM

WASTES

AST

VERTICAL

SEPARATOR

PUMP

CONTROL

BUILDING

PUMP

22.3'

25'

11.2'

17.3'

33.9'

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FOR COMMANDER NAVFAC

SEAL

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EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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M M

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J. MILLER, P.E.

1694038

W. BOUNDS, FLC

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AS NOTED

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EXISTING CONDITIONS SITE PLAN

GENERAL SHEET NOTES

10'0' 1"=5'

EAST VIEW OF SYSTEM WEST VIEW OF SYSTEM

CENTRIFUGAL FEED PUMP PIPE FEED TO COALESCERS

AST & VERTICAL SEPARATOR SEPARATOR CONTROL VALVE

PUMP CONTROL BUILDING PUMP CONTROLLER

COALESCER BOTTON DRAIN

1 2

5 6 7

8 9

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8-INCH STEEL PIPING

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8-INCH STEEL PIPING

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CONCRETE JOINT

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CONCRETE JOINT

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2-INCH DRAIN

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2-INCH DRAIN

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1-INCH DRAIN

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UG PULL BOX

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LIGHT POLE

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CONCRETE PIPE SUPPORT

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CONCRETE PIPE SUPPORT

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12-INCH CONCRETE PAD WITH 6-INCH WIDE CURBING

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UG PULL BOX

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FLOW CONTROL VALVE

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FLOW METER

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BLANK

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8-INCH STEEL PIPING

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8-INCH STEEL PIPING

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BLANK

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EXIST. PIPE GALLERY TO REMAIN

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ACTIVE PIPELINES NOT PART OF THIS WORK

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1. THE LP FUEL FARM HAS AN INACTIVE FILTRATION SYSTEM THE LP FUEL FARM HAS AN INACTIVE FILTRATION SYSTEM WHICH WILL BE DEMOLISHED AND REPLACED WITH A NEW CONFIGURATION AND FILTRATION TECHNOLOGY. 2. REFER TO SHEET CD102 FOR DEMOLITION WORK. REFER TO SHEET CD102 FOR DEMOLITION WORK. 3. REFER TO SHEET CS101 FOR NEW CIVIL SITE WORK. REFER TO SHEET CS101 FOR NEW CIVIL SITE WORK. 4. THE EXISTING CONCRETE PAD HAS AN EXISTING PIPE GALLERY THE EXISTING CONCRETE PAD HAS AN EXISTING PIPE GALLERY AS INDICATED ON THE PLANS WHICH IS LOCATED ON THE SOUTH SIDE OF THE PAD. THESE ACTIVE PIPELINES CONVEY VARIOUS GRADES OF AVIATION FUEL TO THE GROUND LEVEL FUEL TANKS. THESE ACTIVE LINES WILL REMAIN OPERATIONAL DURING THE ENTIRE PHASE OF THE WORK WITH THE EXCEPTION OF PLANNED AND LIMITED OUTAGE WINDOWS. 5. CONTRACTOR WILL BE AFFORDED A TWO DAY OUTAGE TO CONTRACTOR WILL BE AFFORDED A TWO DAY OUTAGE TO MAKE THE CONNECTION TO THE EXISTING PIPING. REFER TO SHEET CD102 FOR DEMOLITION PLAN.

FACET SEPARATOR

PUMP

LP-142 AST (TO REMAIN)

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A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

M M

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N O

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JBJ

J. MILLER, P.E.

1694038

W. BOUNDS, FLC

D E

M O

O N

JBJ JBJ WHW

AS NOTED

12913659

CD102

WHW

MECHANICAL DEMOLITION PLAN

4'0' 1"=2'

KEYNOTES

DEMOLITION

DISPOSITION OF FILTER VESSELS

VALVE OPERATION & RESIDUAL FUEL

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8-INCH STEEL PIPING

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8-INCH STEEL PIPING

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CONCRETE JOINT

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COALESCER 2-INCH BOTTOM DRAIN

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2-INCH DRAIN

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1-INCH DRAIN

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CONCRETE PIPE SUPPORT

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UG PULL BOX TO REMAIN

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FLOW CONTROL VALVE

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FLOW METER

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BLANK

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8-INCH STEEL PIPING TO REMAIN

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BLANK

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8-INCH FUEL

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12-INCH CONCRETE PAD WITH 6-INCH WIDE CURBING

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8-INCH FUEL

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8-INCH FUEL

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8-INCH FUEL

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8-INCH FUEL

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6-INCH FUEL

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CONCRETE JOINT

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AutoCAD SHX Text A. DEMOLITION REQUIRES PIPING, PUMP, VALVE, AND FILTER VESSEL DEMOLITION REQUIRES PIPING, PUMP, VALVE, AND FILTER VESSEL STRUCTURES. AS INDICATED ON THE DRAWINGS, SOME EXISTING FLANGES CAN BE BLANKED WHILE OTHER DEMOLITION SEQUENCES SHALL REQUIRE A HOT WORK PERMIT TO CUT AND CAP THE PIPE. B. THE BOTTOM OF THE EXISTING 8-INCH PIPING IS TYPICALLY THE BOTTOM OF THE EXISTING 8-INCH PIPING IS TYPICALLY 24-INCHES ABOVE THE CONCRETE SLAB SURFACE.

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1. REMOVE 8-INCH BALL VALVE AND PROVIDE TEMPORARY BLANK ON REMOVE 8-INCH BALL VALVE AND PROVIDE TEMPORARY BLANK ON UPSTREAM PIPE FLANGE. PROVIDE TEMPORARY SUPPORTS FOR UPSTREAM PIPING AT THE DISCONNECTION POINT. 2. REMOVE IN-LINE 480V CENTRIFUGAL PUMP. ELECTRICAL CONDUIT TO REMOVE IN-LINE 480V CENTRIFUGAL PUMP. ELECTRICAL CONDUIT TO BE REUSED. 3. REMOVE 8-INCH STEEL PIPING AND SUPPORTS. REMOVE 8-INCH STEEL PIPING AND SUPPORTS. 4. REMOVE FLOW METER, DISPLAY AND ELECTRICAL CONDUIT. REMOVE FLOW METER, DISPLAY AND ELECTRICAL CONDUIT. 5. REMOVE HORIZONTAL STEEL COALESCERS, STRUCTURAL SUPPORTS, REMOVE HORIZONTAL STEEL COALESCERS, STRUCTURAL SUPPORTS, AND BOTTOM DRAINS AND VALVING. 6. REMOVE 6-INCH PLUG VALVE AND LINE. AT DOWNSTREAM LOCATION, REMOVE 6-INCH PLUG VALVE AND LINE. AT DOWNSTREAM LOCATION, INSTALL 150 # FLANGE AND CAP AT 90 DEGREE BEND. PROVIDE PIPE SUPPORT AT CAP LOCATION. 7. REMOVE VERTICAL FILTER/SEPARATOR VESSEL, (2) ISOLATION VALVES, REMOVE VERTICAL FILTER/SEPARATOR VESSEL, (2) ISOLATION VALVES, AND 1-INCH BOTTOM DRAIN LINE. PROVIDE BLANK ON DOWNSTREAM 150# FLANGE. CONCRETE PEDESTAL TO REMAIN. 8. REMOVE 8-INCH FLOW CONTROL VALVE. (2) REQUIRED REMOVE 8-INCH FLOW CONTROL VALVE. (2) REQUIRED 9. DISCONNECT 2-INCH STEEL PIPE UNION. REMOVE UPSTREAM PIPING. DISCONNECT 2-INCH STEEL PIPE UNION. REMOVE UPSTREAM PIPING. 10. DISCONNECT AND ABANDON SERVICE AS DIRECTED ON ELECTRICAL DISCONNECT AND ABANDON SERVICE AS DIRECTED ON ELECTRICAL SHEETS. 11. REMOVE ELECTRICAL CONDUIT, ALARM PANEL AND OVERFILL ALERT REMOVE ELECTRICAL CONDUIT, ALARM PANEL AND OVERFILL ALERT AND LEAK INDICATOR PROBES AS DIRECTED ON ELECTRICAL SHEETS. 12. DEMOLISH AND REMOVE THE 8-INCH PIPING CONNECTION AT THE 8 DEMOLISH AND REMOVE THE 8-INCH PIPING CONNECTION AT THE 8 X 8 X 8 TEE (2 REQUIRED). PROVIDE 150# FLANGE AND BLANK FOR FUTURE USE.

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OVERFILL ALERT

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LEAK DETECTION

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TANK LEVEL VISUAL GAUGE

AutoCAD SHX Text A. THERE ARE TWO INACTIVE HORIZONTAL COALESCER TANKS THERE ARE TWO INACTIVE HORIZONTAL COALESCER TANKS (DEMOLITION NOTE 5) AND ONE INACTIVE VERTICAL FILTER SEPARATOR (DEMOLITION NOTE 7) AS SHOWN ON THE DEMOLITION PLAN, SHEET CD102. B. SITE PERSONNEL HAVE VERIFIED THE FOLLOWING: SITE PERSONNEL HAVE VERIFIED THE FOLLOWING: THE (2) HORIZONTAL VESSELS ARE DRAINED BUT EACH UNIT THE (2) HORIZONTAL VESSELS ARE DRAINED BUT EACH UNIT CONTAINS APPROXIMATELY (4) NATURAL HAY FILTERS BOUND WITH OPEN FACED CHICKEN WIRE. THIS 500 CUBIC FEET OF MATERIAL MATERIAL REQUIRES DISPOSAL. THE (1) VERTICAL SEPARATOR IS DRAINED BUT CONTAINS A METALLIC FILTER ELEMENT THAT REQUIRES CLEANING AND DISPOSAL. RESIDUAL FUEL IS TO BE EXPECTED WITHIN THESE VESSELS. C. PROVIDE A LINED COVERED DUMPSTER FOR SLUDGE STORAGE. PROVIDE A LINED COVERED DUMPSTER FOR SLUDGE STORAGE. PERFORM TCLP TEST PRIOR TO SLUDGE REMOVAL FROM THE SITE. ESTIMATED BID QUANTITY IS 7 CY OF SLUDGE.

A. THE FUEL FARM OPERATORS (LB&B) WILL OPERATE ALL ACTIVE THE FUEL FARM OPERATORS (LB&B) WILL OPERATE ALL ACTIVE VALVES TO SUPPORT THE WORK AND ISOLATE THE WORK AREA. B. THE FUEL FARM OPERATORS (LB&B) WILL ALSO VACTOR EXTRACT THE THE FUEL FARM OPERATORS (LB&B) WILL ALSO VACTOR EXTRACT THE FUEL FROM THE ISOLATED LINES. C. RINSE DEMOLISHED PIPELINES IN ACCORDANCE WITH NFPA 326. RINSE DEMOLISHED PIPELINES IN ACCORDANCE WITH NFPA 326. D. COLLECT AND DRUM ANY RINSE WATER. SAMPLE THE DRUMS FOR COLLECT AND DRUM ANY RINSE WATER. SAMPLE THE DRUMS FOR TOTAL PETROLEUM HYDROCARBONS (TPH), DIESEL RANGE ORGANICS (TPH-DRO), RCRA METALS, AND HAZARDOUS WASTE CONSTITUENTS (IGNITABILITY, CORROSIVITY, REACTIVITY AND TOXICITY) E. BILL OF LADING MUST BE SIGNED BY NAVFAC ENVIRONMENTAL BILL OF LADING MUST BE SIGNED BY NAVFAC ENVIRONMENTAL SERVICES REPRESENTATIVE PRIOR TO OFF-SITE TRANSPORTATION OF NON-HAZARDOUS LIQUID WASTE. F. ESTIMATED QUANTITY OF RESIDUAL FUEL WASTEWATER IS 500 ESTIMATED QUANTITY OF RESIDUAL FUEL WASTEWATER IS 500 GALLONS.

LP-142 AST

PUMP

6-INCH

C H

6-INCH

0.75-INCH

C H

2-INCH

C H

2' TYP 5'

1.5'

C H

14.6 ' +

5.2 ' +

C H

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

M M

N O

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N O

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10/30/24

JBJ

J. MILLER, P.E.

1694038

W. BOUNDS, FLC

W O

R K

JBJ JBJ WHW

AS NOTED

12913660

CS101

WHW

CIVIL SITE PLAN: NEW WORK

4'0'

1"=2' 2'

KEYNOTES

NEW WORK

AST LP-142 TO BE REUSED

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CONCRETE JOINT

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UG PULL BOX

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8-INCH STEEL PIPING TO REMAIN (FILTRATION STAND BYPASS)

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8-INCH FUEL

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8-INCH FUEL

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8-INCH FUEL

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8-INCH FUEL

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12-INCH CONCRETE PAD WITH 6-INCH WIDE CURBING

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CONCRETE JOINT

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AutoCAD SHX Text A. ALL VALVES LARGER THAN 4-INCH DIAMETER ARE HANDWHEEL OPERATED. B. FUEL LINES MUST BE SCHEDULE 40 WELDED STEEL. STEEL PIPE MUST HAVE 150# PATTERN RASIED FLANGES WITH RING GASKETS. ALL GASKETS MUST BE RESISITANT TO HYDROCARBON FUELS. C. PIPING & VALVES: REFER TO SPECIFICATIONS FOR PAINTING REQUIREMENTS. D. RELIEF VENT PIPING FOR VERTICAL SEPARATORS AND DRAINAGE LINES TO AST MUST BE SCHEDULE 40 STAINLESS STEEL PIPING WITH SOCKET WELD FITTINGS. REFER TO SHEET C-501 FOR VENT PIPING SCHEMATICS AND VALVING CONFIGURATIONS. E. REFER TO ELECTRICAL SHEETS FOR GROUNDING PLAN.

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1. 8-INCH BALL VALVE 8-INCH BALL VALVE 2. 480V, 3 PHASE API CERTIFIED PUMP CAPABLE OF DELIVERING TWO 480V, 3 PHASE API CERTIFIED PUMP CAPABLE OF DELIVERING TWO DISTINCT FLOW CONDITIONS: 900 GPM AT 85 FT TDH 600 GPM AT 97 FT TDH PUMP STYLE MUST BE OH4. PUMP MOTOR MUST BE CLASS 1 DIVISION 1, GROUP D AS EXPLOSION PROOF. PROVIDE COMPOUND GAUGE (30-0-30) ON SUCTION SIDE AND 0-60 PSI GAUGE ON DOWNSTREAM SIDE. EACH SHALL HAVE BALL VALE CUTOFF. 3. 8-INCH SCHEDULE 40 STEEL PIPING, 24-IN + AFF 8-INCH SCHEDULE 40 STEEL PIPING, 24-IN + AFF + AFF AFF 4. 8 X 8 X 6 WELDED TEE 8 X 8 X 6 WELDED TEE 5. 6-INCH SCHEDULE 40 STEEL PIPING, 24-IN + AFF 6-INCH SCHEDULE 40 STEEL PIPING, 24-IN + AFF + AFF AFF 6. 6-INCH DB&B PLUG VALVE 6-INCH DB&B PLUG VALVE 7. 6-INCH CONTROL VALVE, CLA-VAL MODEL 40-36 ACGS OR EQUAL, 6-INCH CONTROL VALVE, CLA-VAL MODEL 40-36 ACGS OR EQUAL, SEE SHEET C-501 FOR VALVE SPECIFICATIONS. 8. 8 X 8 X8 WELDED TEE AND 8-INCH DB&B PLUG VALVE 8 X 8 X8 WELDED TEE AND 8-INCH DB&B PLUG VALVE 9. 600 GPM VERTICAL FILTER/SEPARATOR, EI 1581 COMPLIANT, 600 GPM VERTICAL FILTER/SEPARATOR, EI 1581 COMPLIANT, CATEGORY M, TYPE S. FACET MODEL VCS-643-236 OR EQUAL. SEE SHEET C-501 FOR SPECIFICATIONS. REQUIRES CONCRETE PEDESTAL, SEE SHEET C-501. 10. CONNECT 2-INCH PIPING AT THE EXISTING PIPE UNION AT TANK CONNECT 2-INCH PIPING AT THE EXISTING PIPE UNION AT TANK LP-142. PROVIDE 2-INCH BALL VALVE AT THIS CONNECTION POINT. 11. USING THE EXISTING TANK PENETRATIONS AND PIPE COUPLINGS, INSTALL A NEW TANK OVERFILL VISUAL GAUGE, TANK LEVEL VISUAL GAUGE, AND LEAK DETECTION VISUAL GAUGE. REMOVE EXTERIOR STICKERS AND PLACARDS ON THE AST. REPAINT VENT CAPS AND CONCRETE VAULT EXTERIOR TO MATCH THE EXISTING COLOR PATTERN. PROVIDE NEW TANK LABELING TO MATCH EXISTING. 12. PRESSURE RELIEF PIPING, REFER TO PIPING SCHEMATIC ON SHEET C-501 13. AIR VENT PIPING, REFER TO PIPING SCHEMATIC ON SHEET C-501 14. 2-INCH FLANGED BALL VALVE DRAIN

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OVERFILL ALERT

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LEAK DETECTION

TANK LEVEL VISUAL GAUGE

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SATISFACTORY TO DATE

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ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

N O

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N O

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10/30/24

JBJ

J. MILLER, P.E.

1694038

W. BOUNDS, FLC

JBJ JBJ WHW

AS NOTED

129136561

C-501

WHW

600 GPM VERTICAL SEPARATOR

15 15

DRAIN & VENT PIPING SCHEMATICS FOR SEPARATORS

600 GPM VERTICAL VERTICAL SEPARATOR

6-INCH DISCHARGE FLOW CONTROL VALVE

6-INCH FUEL METER

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EXISTING CONCRETE SURFACE

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AIR VENT

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PRESSURE RELIEF VALVE

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BALL VALVE

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UNION

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0.75 INCH AIR RELIEF LINE FROM FILTER

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0.75 INCH AIR RELIEF LINE FROM FILTER

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0.75 INCH AIR RELIEF LINE FROM FILTER

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2-INCH DRAIN LINE TO AST

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0.75-INCH DRAIN LINE TO ATMOSPHERE

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FLOW DIRECTION

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1-INCH DISCHARGE

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2-INCH FLANGE ACCESS

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REDUCER

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600 GPM VERTICAL FILTER/SEPARATOR

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VENT PIPING

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CONTROL TUBING TO VALVE

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VENT PIPING TO BE STAINLESS STEEL. REFER TO SPECIFICATIONS.

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NO SCALE

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1. MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY. MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY MATCH THE COLOR, FINISHES, TEXTURES AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS. 2. SEPARATOR MUST MEET THE REQUIREMENTS OF FACET MODEL VCS-643-236, 600 GPM SEPARATOR MUST MEET THE REQUIREMENTS OF FACET MODEL VCS-643-236, 600 GPM VERTICAL FILTER SEPARATOR AS DESIGNED IN ACCORDANCE WITH EI (ENERGY INSTITUTE) 1581 6TH EDITION, CATEGORY M, TYPE S. FLOW RATE; 600 GPM FUEL SERVICE: JET FUELS, JP-4, JP-5, JP-8: F24 MATERIAL OF CONSTRUCTION: CARBON STEEL INLET CONNECTION: 6-INCH 150# ANSI RAISED FACE OUTLET CONNECTION: 6-INCH 150# ANSI RAISED FACE UNIT WORKING PRESSURE: 275 PSI ASME CODE LABELED PER ASME SECTION VIII DIVISION1 INTERNAL COATING: EPOXY PER MIL-PRF-4556 EXTERNAL COATING: UNIVERSAL METAL PRIMER COALESCER ELEMENTS: (6) EACH SEPARATOR ELEMENTS: (2) EACH

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MATERIAL LIST FOR VERTICAL SEPARATOR

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600 GPM VERTICAL FILTER/SEPARATOR, FACET MODEL VCS-643-236 OR EQUAL

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AUTO AIR ELIMINATOR WITH 0.75-INCH NPT CHECK VALVE

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LIFTING ARM ASSEMBLY FOR TOP COVER (NOT SHOWN COMPLETELY)

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MANUAL AIR VENT, 0.75-INCH NPT

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PRESSURE RELIEF VALVE, 1-INCH 150 # FLANGE

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LIFT LUGS, 3-INCH DIA. HOLE, (TYP. 2)

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AutoCAD SHX Text DIFFERENTIAL PRESSURE GAUGE, 0.25-INCH NPT SS DIRECT READING PISTON TYPE 0-30 PSI RANGE, COMPLETE WITH PEAK HOLD AND PUSH BUTTON TEST VALVE FEATURE AND 300 PSI SYSTEM PRESSURE GAUGE, 0.25-INCH SS BAR STOCK VALVES

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SIGHT GLASS

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6-INCH INLET, 6-INCH 150# FLANGE

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6-INCH OUTLET, 6-INCH 150# FLANGE

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INLET CHAMBER DRAIN, 0.75-INCH NPT

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OUTLET CHAMBER DRAIN, 0.75-INCH NPT

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PILOT CONTROL VALVE, FLANGED FLOAT CONTROL CLA-VAL MODEL CFF21 OR EQUAL

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MANUAL WATER DRAIN, 1-INCH 150# FLANGE W/BALL VALVE

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SAMPLE KIT CONNECTIONS

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1. MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY. PRODUCTS MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY MATCH THE COLOR, FINISHES, TEXTURES AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS. 2. VALVE OPERATIONAL DESIGN IS BASED UPON CLA-VAL MODEL #40-38 ACGS WHICH VALVE OPERATIONAL DESIGN IS BASED UPON CLA-VAL MODEL #40-38 ACGS WHICH ACCOMPLISHES TWO FUNCTIONS: A COMBINATION RATE OF FLOW CONTROLLER AND FUEL SHUTOFF VALVE. THE FLOAT CONTROL INSIDE THE VERTICAL SEPARATOR HAS A SENSING LINE CONNECTED BY A THREE WAY VALVE AS PART OF THE CONTROL VALVE ASSEMBLY. IF WATER IS PRESENT INSIDE THE VERTICAL SEPARATOR, THE SENSING LINE WILL APPLY PRESSURE TO THE COVER OF THE MAIN VALVE AND CAUSE THE VALVE TO CLOSE. THIS PREVENTS A "WATER SLUG" (I.E. WATER IS PRESENT) FROM ENTERING THE DOWNSTREAM TANKS. THE DOWNSTREAM ORIFICE PLATE (ON THE CONTROL VALVE) IS UTILIZED IN CONJUNCTION WITH A PRESSURE DIFFERENTIAL CONTROL TO ADJUST THE RATE OF FLOW (BY OPENING AND CLOSING THE CONTROL VALVE).

1. METER MUST BE ONE-WAY FLOW, TEMPERATURE COMPENSATING, POSITIVE DISPLACEMENT METER DESIGNED FOR A CONTINUOUS FLOW OF 1000 GPM. METER MUST BE ONE-WAY FLOW, TEMPERATURE COMPENSATING, POSITIVE DISPLACEMENT METER DESIGNED FOR A CONTINUOUS FLOW OF 1000 GPM. 2. METER MUST BE FACTORY CALIBRATED FOR JP-5 AND CAPABLE OF FIELD CALIBRATION. ACCURACY MUST BE WITHIN 0.3 PERCENT FOR FLOW RANGES METER MUST BE FACTORY CALIBRATED FOR JP-5 AND CAPABLE OF FIELD CALIBRATION. ACCURACY MUST BE WITHIN 0.3 PERCENT FOR FLOW RANGES BETWEEN 100 TO 1000 GPM. 3. REGISTER MUST HAVE (8) FIGURES MINIMUM WITH THE SMALLEST UNIT BEING (1) GALLON. REGISTER MUST HAVE (8) FIGURES MINIMUM WITH THE SMALLEST UNIT BEING (1) GALLON. 4. METER MUST HAVE A SUITABLE DRAIN AT BOTTOM EQUIPPED WITH A BALL VALVE.METER MUST HAVE A SUITABLE DRAIN AT BOTTOM EQUIPPED WITH A BALL VALVE.

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SATISFACTORY TO DATE

APPROVED

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

N O

N N

O R

O N

N O

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, V A

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E C

O N

10/30/24

JBJ

J. MILLER, P.E.

1694038

W. BOUNDS, FLC

JBJ JBJ WHW

AS NOTED

12913656

C-502

J. MILLER, P.E.

PIPE SUPPORT DETAIL (2-INCH AND SMALLER) PIPE SUPPORT DETAIL (6-8 INCH)

VERTICAL SEPARATOR CONCRETE PEDESTAL PAD

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END CAP

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PIPE CLAMP

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FUEL PIPE

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VITON OR BUNA-N ELASTOMERIC PAD

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POST BASE

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1.625-INCH SQ. CONTINUOUS SLOT METAL FRAMING CHANNEL

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(4) EPOXY BOLTS, EPOXY BOLTS, 3-INCH MIN LENGTH

AutoCAD SHX Text NOTE: CHANNEL, POST BASE, CAP, ANCHOR BOLTS AND MOUNTING HARDWARE MUST BE A PRODUCT OF A SINGLE MANUFACTURER AND SHALL BE 316 STAINLESS STEEL

AutoCAD SHX Text PIPE SUPPORTS TO BE AT BENDS, VALVES AND OTHER CONCENTRATED LOADS. MAXIMUM PIPE SPACING IS 10 FEET.

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ADJUSTABLE PIPE SADDLE SUPPORT

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PIPE SIZE PER PLANS

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VITON OR BUNA-N ELASTOMERIC PAD

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THREADED PIPE

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STAINLESS STEEL BOLT AND NUTS

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THREADED PIPE SUPPORT RISER

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(4) EPOXY BOLTS, EPOXY BOLTS, 4-INCH MIN LENGTH

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ADJUSTABLE PIPE SADDLE SUPPORT

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PIPE SIZE PER PLAN

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PIPE STANCHION SADDLE

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VITON OR BUNA-N ELASTOMERIC PAD

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PIPE STANCHION SIZE PER MANUFACTURER

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(4) EPOXY BOLTS, EPOXY BOLTS, 4-INCH MIN LENGTH

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BASE PLATE SIZE PER MANUFACTURER

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OPTION A

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OPTION B

AutoCAD SHX Text PIPE SUPPORTS TO BE AT BENDS, VALVES AND OTHER CONCENTRATED LOADS. MAXIMUM PIPE SPACING IS 15 FEET.

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36" SQUARE

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18" (APPROX)

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#4 EW, TB

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2" (TYP)

AutoCAD SHX Text

EPOXY #4 BARS INTO EXISTING CONCRETE SLAB, 4-INCH DEPTH

AutoCAD SHX Text

1" CHAMFER, ALL SIDES

AutoCAD SHX Text

2" (TYP)

AutoCAD SHX Text

2" (TYP)

AutoCAD SHX Text CONCRETE: 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI, 1-INCH NOMINAL MAX COARSE AGGREGATE

AutoCAD SHX Text

EXISTING CONCRETE PAD

AutoCAD SHX Text

VERIFY ACTUAL DIMENSIONS OF VERTICAL SEPARATOR PRIOR TO CONSTRUCTING PAD

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

K D

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

:\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-4 0_

In- Lin e R ec eip t F iltr ati on \B

_D es ign \D

\S he et\

1 E

L S

, L

D, A

, A

.dw g

E S0

: T hu rsd ay , N ov em be r 2

1, 9:1 2a m

: d av id.

n.b ur ne tte

ABBREVIATIONS

GENERAL

SITE

3P 30

POWER

GENERAL DEMOLITION NOTES

GENERAL NOTESSYMBOLS LEGEND

CONSTRUCTION NOTES

S C

O M

-A

D N

O R

O N

O R

, V

O N

N O

, V

-4

-L

E R

10/30/2024

J.B. JONES, P.E.

J.C. MILLER, P.E.

N/A

1694038

N/A

W. BOUNDS, FLC

DNB DNB JMG

AS NOTED

12913664

ES001

C. JEFF MORTON, P.E.

ES401

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

-A

A N

P W

D N

O R

N A

V A

L S

O N

O R

, V

N A

V A

L S

O N

N O

, V

-4

-L

E R

E C

O N

10/30/2024

J.B. JONES, P.E.

J.C. MILLER, P.E.

N/A

1694038

N/A

W. BOUNDS, FLC

P A

A L

L S

D E

M O

O N

DNB DNB JMG

AS NOTED

12913664

ES101

C. JEFF MORTON, P.E.

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

:\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-4 0_

In- Lin e R ec eip t F iltr ati on \B

_D es ign \D

\S he et\

1 E

L S

LIT

dw g

L S

LIT

: T hu rsd ay

, N ov em be r 2 1, 9:1

3a m

: d av id.

n.b ur ne tte

GENERAL SHEET NOTES

DEMOLITION KEYNOTES

GRAPHIC SCALE

40'0' 1"=20'

20'10'

ES401

SCALE:1" = 20'-0"

PARTIAL ELECTRICAL SITE PLAN - DEMOLITION

PLAN

NORTH

ES402

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

-A

A N

P W

D N

O R

V A

L S

O N

O R

, V

N A

V A

L S

O N

N O

, V

-4

-L

E R

E C

E R

10/30/2024

J.B. JONES, P.E.

J.C. MILLER, P.E.

N/A

1694038

N/A

W. BOUNDS, FLC

P A

A L

L S

DNB DNB JMG

AS NOTED

12913665

ES102

C. JEFF MORTON, P.E.

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

:\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-4 0_

In- Lin e R ec eip t F iltr ati on \B

_D es ign \D

\S he et\

2 E

L S

.dw g

L S

: T hu rsd ay

, N ov em be r 2 1, 9:1

4a m

: d av id.

n.b ur ne tte

GENERAL SHEET NOTES

KEYNOTES

GRAPHIC SCALE

40'0' 1"=20'

20'10'

ES402

SCALE:1" = 20'-0"

PARTIAL ELECTRICAL SITE PLAN

PLAN

NORTH

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

-A

A N

P W

D N

O R

N A

V A

L S

O N

O R

, V

N A

V A

L S

O N

N O

, V

-4

-L

E R

E C

O N

10/30/2024

J.B. JONES, P.E.

J.C. MILLER

N/A

1694038

N/A

W. BOUNDS, FLC

E N

G E

D F

R P

-D E

M O

O N

DNB DNB JMG

AS NOTED

12913666

ES401

C. JEFF MORTON, P.E.

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

:\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-4 0_

In- Lin e R ec eip t F iltr ati on \B

_D es ign \D

\S he et\

1 E

- D

dw g

E S4

- D

: T hu rsd ay

, N ov em be r 2 1, 9:1

5a m

: d av id.

n.b ur ne tte

GENERAL SHEET NOTES

DEMOLITION KEYNOTES

SCALE:C1 PARTIAL ELECTRICAL FLOOR PLAN - DEMOLITION

1/4" = 1'-0"

SCALE:A1 FLOOR PLAN VALVE STAND CONTROL BLDG - DEMOLITION

1/4"= 1'-0"

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

-A

A N

P W

D N

O R

N A

V A

L S

O N

O R

, V

N A

V A

L S

O N

N O

, V

-4

-L

E R

E C

O N

10/30/2024

J.B. JONES, P.E

J.C. MILLER, P.E.

N/A

1694038

N/A

W. BOUNDS, FLC

E N

G E

D E

A L

DNB DNB JMG

AS NOTED

12913667

ES402

C. JEFF MORTON, P.E.

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

:\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-4 0_

In- Lin e R ec eip t F iltr ati on \B

_D es ign \D

\S he et\

2 E

dw g

E S4

: T hu rsd ay

, N ov em be r 2 1, 9:1

6a m

: d av id.

n.b ur ne tte

SCALE:C1 PARTIAL ELECTRICAL FLOOR PLAN

1/4" = 1'-0"

SCALE:A1 FLOOR PLAN VALVE STAND CONTROL BLDG

1/4"= 1'-0"

GENERAL SHEET NOTES

KEYNOTES

ES501

V A

S E

N G

E R

S Y

M S

C O

M M

A N

-A

A N

P W

D N

O R

N A

V A

L S

O N

O R

, V

N A

V A

L S

O N

N O

, V

-4

-L

E R

E C

O N

10/30/2024

J.B.JONES, P.E.

J.C. MILLER, P.E.

N/A

1694038

N/A

W. BOUNDS, FLC

L D

DNB DNB JMG

AS NOTED

12913668

ES501

C. JEFF MORTON, P.E.

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

:\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-4 0_

In- Lin e R ec eip t F iltr ati on \B

_D es ign \D

\S he et\

1 E

L D

.dw g

E S5

L D

: T hu rsd ay

, N ov em be r 2 1, 9:1

8a m

: d av id.

n.b ur ne tte

START

STOP

OFF

SCALE:A1 IN-LINE BOOSTER PUMP CONTROL DIAGRAM

NTS

120V CONTROL POWER

REMOTE EMER STOP

NOTES:

1. PROVIDE SELF-ADHESIVE VINYL LABEL TO AFFIX TO ELECTRICAL EQUIPMENT TO WARN OF ARC FLASH HAZARDS.

2. THE LABEL FORMAT AND TEXT SHALL BE IN ACCORDANCE WITH THE FIGURE.

3. THE LABEL SHALL BE LOCATED ON THE EQUIPMENT TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE

EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT.

4. THE SIZE OF THE LABEL SHALL BE MINIMUM:

EQUIPMENT TYPE HEIGHT WIDTH

INDOOR 2" 3"

OUTDOOR 3" 4.5"

5. A DOWNLOADABLE WINDOWS METAFILE IS AVAILABLE ON THE WHOLE BUILDING DESIGN GUIDE WEBSITE

(WWW.WDBG.ORG) FOR USE IN A LABEL MAKING MACHINE.

A. THE FILE IS LOCATED ON THE "NAVFAC CADD DETAILS" PAGE. TO NAVIGATE TO THIS LOCATION, FOLLOW:

HOME > DOCUMENTS & REFERENCES > CCB > CADD LIBRARY > NAVFAC CADD RESOURCES > NAVFAC CADD

DETAILS.

B. ALTERNATIVELY, TYPE IN THE FOLLOWING ADDRESS IN INTERNET EXPLORER:

HTTP://WWW.WBDG.ORG/CCB/BROWSE_CAT.PHP?C=232

WIDTH

HEIGHT

V A

S E

N G

E R

S Y

M S

C O

M M

A N

-A

A N

P W

D N

O R

N A

V A

L S

O N

O R

, V

N A

V A

L S

O N

N O

, V

-4

-L

E R

E C

O N

10/30/2024

J.B. JONES, P.E.

J.C. MILLER, P.E.

N/A

1694038

N/A

W. BOUNDS, FLC

P A

N E

L S

C H

E D

E M

DNB DNB JMG

AS NOTED

12913669

ES701

C. JEFF MORTON, P.E.

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

:\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-4 0_

In- Lin e R ec eip t F iltr ati on \B

_D es ign \D

\S he et\

1 P

- D

dw g

- D

: T hu rsd ay

, N ov em be r 2 1, 9:1

9a m

: d av id.

n.b ur ne tte

PANEL PP1 SCHEDULE

GENERAL SHEET NOTES

V A

S E

N G

E R

S Y

M S

C O

M M

A N

-A

A N

P W

D N

O R

N A

V A

L S

O N

O R

, V

N A

V A

L S

O N

N O

, V

-4

-L

E R

E C

O N

10/30/2024

J.B. JONES, P.E.

J.C. MILLER, P.E.

N/A

1694038

N/A

W. BOUNDS, FLC

P A

N E

L S

C H

E D

DNB DNB JMG

AS NOTED

12913670

ES702

C. JEFF MORTON, P.E.

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

:\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-4 0_

In- Lin e R ec eip t F iltr ati on \B

_D es ign \D

\S he et\

2 P

dw g

: T hu rsd ay

, N ov em be r 2 1, 9:2

3a m

: d av id.

n.b ur ne tte

PANEL PP1 SCHEDULE

GENERAL SHEET NOTES

KEYNOTES 1

Civil.pdf

G-001.pdf

Sheets and Views

COVER SHEET

C-001.pdf

Sheets and Views

CIVIL NOTES

CD101.pdf

Sheets and Views

EXISTING

CD102.pdf

Sheets and Views

DEMOLITION

CS101.pdf

Sheets and Views

NEW WORK

C-501.pdf

Sheets and Views

C-501

C-502.pdf

Sheets and Views

C-502

Electrical.pdf

ES001.pdf

Sheets and Views

ES001

ES101 .pdf

Sheets and Views

ES101 ELECTRICAL SITE PLAN - DEMOLITION

ES102.pdf

Sheets and Views

ES102 ELECTRICAL SITE PLAN

ES401.pdf

Sheets and Views

ES401 ENLARGED ELECTRICAL PLAN - DEMOLITION

ES402.pdf

Sheets and Views

ES402 ENLARGED ELECTRICAL PLAN

ES501.pdf

Sheets and Views

ES501 ELECTRICAL DETAILS

ES701.pdf

Sheets and Views

ES701 PANEL SCHEDULE - DEMOLITION

ES702.pdf

Sheets and Views

ES702 PANEL SCHEDULE

2024-11-26T18:01:14-0500

2024-11-26T18:01:34-0500

2024-11-26T18:01:35-0500

2024-11-26T18:01:36-0500

2024-11-26T18:01:37-0500

2024-11-26T18:02:14-0500

2024-11-26T18:02:31-0500

2024-11-26T18:02:32-0500

2024-11-26T18:02:33-0500

2024-11-26T18:02:34-0500

File details come from the government source that posted it. Updated Mar 31, 2025.