Attachment B -Drawings.pdf

PDF 7 MB Posted Nov 18, 2024

Attached to: LP-37 FUEL FARM SECONDARY TRUCK RECEIPT
Solicitation number: N4008525R2547
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Nov 18, 2024

This document is a solicitation for a task order under the Naval Facilities Engineering Command (NAVFAC) Mid-Atlantic multiple award construction contract (MACC) to provide a new secondary truck receipt facility at the LP Fuel Farm at Naval Station Norfolk in Norfolk, Virginia.

The general scope of work includes installation of a manufactured pump skid assembly to offload fuel from tanker trucks, installation of above ground fuel piping with concrete pedestals, underground electrical service, electrical panel replacement, and incidental trenching and pavement repairs. The estimated price range for the project is $500,000 to $1,000,000. The period of performance is 300 calendar days from the task order award date. The solicitation is set aside for 8(a) MACC contract holders, with proposals due by 18 December 2024. Award will be made to the responsible offeror with the lowest price.

View the file

Other files

File	Type	Posted
Attachment F - Pre-Proposal Inquiry (PPI) Form.xlsx	XLSX spreadsheet	Nov 18, 2024
Attachment G- PIEE SOLICITATION VENDOR ACCESS INSTRUCTIONS.pdf	PDF	Nov 18, 2024
Attachment K - Provision 52.204-24.pdf	PDF	Nov 18, 2024
Attachment E - ODP.xlsx	XLSX spreadsheet	Nov 18, 2024
Attachment A - SOW.pdf	PDF	Nov 18, 2024
Attachment H- Price Proposal form.docx	DOCX document	Nov 18, 2024
Attachment C- General Decision Number VA20230160 11082024.pdf	PDF	Nov 18, 2024
Attachment D-SECNAV 5512-2.pdf	PDF	Nov 18, 2024
Attachment L - Additional Clauses and Provisions.pdf	PDF	Nov 18, 2024
General Requirements.docx	DOCX document	Nov 18, 2024
Attachment J - Acknowledgement of Amendment(s).pdf	PDF	Nov 18, 2024

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

VICINITY MAP SYMBOLS LEGEND GENERAL NOTES

LP-FUEL FARM SECONDARY

RECEIPT

NAVAL STATION NORFOLK ° NORFOLK, VIRGINIA

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND MID-ATLANTIC

DESIGN AND CONSTRUCTION

FACILITIES ENGINEERING AND ACQUISITION DIVISION

NORFOLK, VIRGINIA

B2 DETAIL OR SECTION TITLE

LOCATION MAP

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

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

G-001

SHEET LIST TABLE

SHEET

NUMBER

NAVFAC DRAWING SHEET TITLE

M M

N O

N N

O R

O N

N O

O R

, V A

-F

U E

R M

S E

C O

N D

A R

Y R

E C

7/23/24

JBJ

J. MILLER, P.E.

1692910

Approved by L. LELAND, PROJECT ENGINEER. with

FLCN, via Email.

AutoCAD SHX Text

LP21

AutoCAD SHX Text U222

AutoCAD SHX Text

LP22

AutoCAD SHX Text U53

AutoCAD SHX Text

LP131D

AutoCAD SHX Text

LP66

AutoCAD SHX Text

LP27

AutoCAD SHX Text

LP17

AutoCAD SHX Text U112

AutoCAD SHX Text U139

AutoCAD SHX Text

LP49

AutoCAD SHX Text

LP172

AutoCAD SHX Text U40

AutoCAD SHX Text U42

AutoCAD SHX Text

LP44

AutoCAD SHX Text

LP131C

AutoCAD SHX Text U126

AutoCAD SHX Text

LP26

AutoCAD SHX Text

LP1

AutoCAD SHX Text

LP76

AutoCAD SHX Text U119

AutoCAD SHX Text

LP209

AutoCAD SHX Text

LP65

AutoCAD SHX Text U111

AutoCAD SHX Text U93

AutoCAD SHX Text

LP36

AutoCAD SHX Text U69

AutoCAD SHX Text

LP50

AutoCAD SHX Text

LP61

AutoCAD SHX Text U127

AutoCAD SHX Text

LP25

AutoCAD SHX Text

LP159

AutoCAD SHX Text

LP29

AutoCAD SHX Text

LP131B

AutoCAD SHX Text

LP34

AutoCAD SHX Text

LP131A

AutoCAD SHX Text

LP48

AutoCAD SHX Text U130

AutoCAD SHX Text

LP37

AutoCAD SHX Text U51

AutoCAD SHX Text

LP33

AutoCAD SHX Text U53

AutoCAD SHX Text

LP20

AutoCAD SHX Text

LP172

AutoCAD SHX Text

LP46

AutoCAD SHX Text

LP49C

AutoCAD SHX Text U132

AutoCAD SHX Text

LP19

AutoCAD SHX Text U239

AutoCAD SHX Text U238

AutoCAD SHX Text U89

AutoCAD SHX Text

LP5A

AutoCAD SHX Text

LP18

AutoCAD SHX Text U79B

AutoCAD SHX Text U117

AutoCAD SHX Text

TOWER ST

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

AIRCRAFT TOW WAY

AutoCAD SHX Text

TOWER ST

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

W C ST

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

FIRST AVE

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

W C ST

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

ADMIRAL TAUSSIG BLVD

AutoCAD SHX Text

W D ST

AutoCAD SHX Text

THIRD AVE

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

TOWER ST

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

THIRD AVE

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

W I564 GATE 3A OFF RAMP

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

W C ST

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

GREYHAWK WAY

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

E I564 GATE 3A ON RAMP

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

SECOND AVE

AutoCAD SHX Text

W I564 BELLINGER BLVD ON RAMP

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

FIRST AVE

AutoCAD SHX Text

BAINBRIDGE AVE

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

COWAN ST

AutoCAD SHX Text

FIRST AVE

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

SECOND AVE

AutoCAD SHX Text

FOURTH AVE

AutoCAD SHX Text

W I564 BELLINGER BLVD ON RAMP

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

HAMMOND AVE

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

PATROL RD

AutoCAD SHX Text

INTERSTATE 564

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

AIRCRAFT TOW WAY

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

LP24

AutoCAD SHX Text U112A

AutoCAD SHX Text

LP81

AutoCAD SHX Text U85

AutoCAD SHX Text

LP123

AutoCAD SHX Text

LP47

AutoCAD SHX Text U128

AutoCAD SHX Text U112B

AutoCAD SHX Text

LP27A

AutoCAD SHX Text U118

AutoCAD SHX Text

LP90

AutoCAD SHX Text

LP404

AutoCAD SHX Text

LP165

AutoCAD SHX Text

U40CA

AutoCAD SHX Text

LP130

AutoCAD SHX Text U120

AutoCAD SHX Text

LP448

AutoCAD SHX Text

LP47A

AutoCAD SHX Text U400

AutoCAD SHX Text

LP102

AutoCAD SHX Text U220

AutoCAD SHX Text

LP16

AutoCAD SHX Text

U40CA

AutoCAD SHX Text

LP43

AutoCAD SHX Text V148

AutoCAD SHX Text U112D

AutoCAD SHX Text

LP34B

AutoCAD SHX Text U400

AutoCAD SHX Text V61L

AutoCAD SHX Text

LP45

AutoCAD SHX Text

LP421

AutoCAD SHX Text U79A

AutoCAD SHX Text

BRANCH

AutoCAD SHX Text

SOUTHERN

AutoCAD SHX Text

SHIPYARD

AutoCAD SHX Text

U.S. NAVAL

AutoCAD SHX Text

PORTSMOUTH

AutoCAD SHX Text

NAVY DEPOT

AutoCAD SHX Text

CRANEY ISLAND

AutoCAD SHX Text

ELIZABETH RIVER

AutoCAD SHX Text

SEWELLS POINT

AutoCAD SHX Text

WESTERN

AutoCAD SHX Text

BRANCH

AutoCAD SHX Text

BRANCH

AutoCAD SHX Text

NORFOLK

AutoCAD SHX Text

EASTERN

AutoCAD SHX Text

CHESAPEAKE BAY

AutoCAD SHX Text

CHESAPEAKE

AutoCAD SHX Text

BAY

AutoCAD SHX Text

WILLOUGHBY

AutoCAD SHX Text

U.S. NAVAL

AutoCAD SHX Text

AIR STATION

AutoCAD SHX Text

ST. JULIEN'S CREEK

AutoCAD SHX Text

U.S. NAVAL ANNEX

AutoCAD SHX Text

NANSEMOND RIVER

AutoCAD SHX Text

DISPOSAL AREA

AutoCAD SHX Text

U.S. ARMY CRANEY ISLAND

AutoCAD SHX Text

U.S. NAVAL STATION

AutoCAD SHX Text

VA BEACH

AutoCAD SHX Text

LITTLE CREEK U.S. NAVAL AMPHIBIOUS BASE

AutoCAD SHX Text

PROJECT SITE

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

AutoCAD SHX Text

SHEET ON WHICH DETAIL, SECTION, OR ELEVATION IS DRAWN

AutoCAD SHX Text

CARET SYMBOLIZES A PHOTOGRAPH OR INTERIOR ELEVATION.

AutoCAD SHX Text

SHADED ARROW SIGNIFIES A SECTION CUT OR EXTERIOR ELEVATION.

AutoCAD SHX Text

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: INSTALLATION OF A MANUFACTURED PUMP SKID ASSEMBLY TO OFFLOAD FUEL FROM TANKER TRUCKS INSTALLATION OF ABOVE GROUND FUEL PIPING WITH CONCRETE PEDESTAL SUPPORTS UNDERGROUND ELECTRICAL SERVICE FROM ELECTRICAL BUILDING LF-18 TO THE NEW PUMP SKID ELECTRICAL PANEL REPLACEMENT WORK INSIDE BUILDING LF-18 FUEL PIPING AND PIPE SUPPORTS TO CONVEY FUEL FROM PUMP SKID TO THE EXISTING PIPE GRID INCIDENTAL TRENCHING AND PAVEMENT REPAIRS 2. ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE IN ACCORDANCE TO ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE IN ACCORDANCE TO SPECIFICATIONS. 3. WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION REQUIRED BY THESE DOCUMENTS. WHERE EXISTING CONSTRUCTION IS 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. DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE BACK OF CURB UNLESS OTHERWISE NOTED. DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE BACK OF CURB UNLESS OTHERWISE NOTED. 7. COORDINATE LAY DOWN AREA WITH THE CONSTRUCTION MANAGER PRIOR TO THE PRECONSTRUCTION COORDINATE LAY DOWN AREA WITH THE CONSTRUCTION MANAGER PRIOR TO THE PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST BE ESTABLISHED BY THE CONSTRUCTION MANAGER. 8. 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. 9. 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. 10. 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. 11. 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.

AutoCAD SHX Text

OCEANA NAVAL AIR STATION

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

NAVAL SUPPORT

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text X/X" = 1'-0"

AutoCAD SHX Text G-001, A-00#

AutoCAD SHX Text SHEET(S) ON WHICH DETAIL, SECTION, ELEVATION, OR PHOTOGRAPH IS CALLED OUT [INCLUDE FIRST & ATYPICAL LOCATIONS]

AutoCAD SHX Text B2

AutoCAD SHX Text G-001

AutoCAD SHX Text

TOWER ST

AutoCAD SHX Text

GATE 3A

AutoCAD SHX Text

RUNWAY 10-28

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

INTERSTATE I-564

AutoCAD SHX Text

THIRD AVE

AutoCAD SHX Text

WEST D ST

AutoCAD SHX Text

FUEL FARM

AutoCAD SHX Text

BELLINGER BLVD

AutoCAD SHX Text

FOURTH AVE

AutoCAD SHX Text

TOWER ST

AutoCAD SHX Text

WEST C ST

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

JBJ

AutoCAD SHX Text

JBJ

AutoCAD SHX Text

WHW

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 12911982

AutoCAD SHX Text

WHW

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

AutoCAD SHX Text G-001

AutoCAD SHX Text 12911982

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

AutoCAD SHX Text C-001

AutoCAD SHX Text 1291183

AutoCAD SHX Text

CIVIL NOTES & ABBREVIATIONS

AutoCAD SHX Text

CD101

AutoCAD SHX Text 1291184

AutoCAD SHX Text

EXISTING CONDITIONS & DEMOLITION

AutoCAD SHX Text

CS101

AutoCAD SHX Text 1291185

AutoCAD SHX Text

CIVIL SITE PLAN

AutoCAD SHX Text

CS102

AutoCAD SHX Text 1291186

AutoCAD SHX Text

PLAN VIEW AND NOTES FOR PUMP ASSEMBLY

AutoCAD SHX Text

CS103

AutoCAD SHX Text 1291187

AutoCAD SHX Text

ELEVATION VIEW AND PHOTOS FOR PUMP ASSEMBLY

AutoCAD SHX Text

AutoCAD SHX Text C-501

AutoCAD SHX Text 1291188

AutoCAD SHX Text

CIVIL SITE DETAILS

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

ES001

AutoCAD SHX Text 12911989

AutoCAD SHX Text

ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES

AutoCAD SHX Text

ED401

AutoCAD SHX Text 12911890

AutoCAD SHX Text

ENLARGED ELECTRICAL FLOOR PLAN -DEMOLITION

AutoCAD SHX Text

ED701

AutoCAD SHX Text 12911891

AutoCAD SHX Text

PANELBOARD SCHEDULE - DEMOLITION

AutoCAD SHX Text

ES101

AutoCAD SHX Text 12911892

AutoCAD SHX Text

ELECTRICAL SITE PLAN

AutoCAD SHX Text

ES401

AutoCAD SHX Text 12911893

AutoCAD SHX Text

ENLARGED FLOOR PLAN

AutoCAD SHX Text

ES501

AutoCAD SHX Text 12911894

AutoCAD SHX Text

ELECTRICAL DETAILS

AutoCAD SHX Text

ES701

AutoCAD SHX Text 12911895

AutoCAD SHX Text

PANEL SCHEDULE

\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-3 7a

_P ro vid e_

Tr uc k_ Ca pa bil ity \B

_D es ign \D

\S he et\

\C -0

dw g P

: Tu es da y, Au gu st

6, :07 :10

A M

jer em y.b

.jo ne s1

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

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

100'0' 1"=50'

50'

GRAPHIC SCALE

A B

B R

E V

O N

JBJ JBJ WHW

AS NOTED

12911833

C-001

WHW

GENERAL NOTES

COMMUNICATION, TYP.

SANITARY SEWER, TYP.

STORM SEWER, TYP.

SANITARY MANHOLE

DROP INLET

BUILDING

WATER, TYP.

WATER VALVE

ASPHALT

ELECTRICAL DUCTBANK, TYP.

CURB INLET

FIRE HYDRANT

STORM MANHOLE

UNDERGROUND TELEPHONE, TYP.

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.

C/E

CIVIL LEGEND

CHAIN LINK FENCE, TYP.

INLET PROTECTION

EXISTING NEW

DEMOLITION

SILT FENCE

SITE LOCATION PLAN

M M

N O

N N

O R

O N

N O

O R

, V A

-F

U E

R M

S E

C O

N D

A R

Y R

E C

7/23/24

JBJ

J. MILLER, P.E.

1692910

Approved by L. LELAND, PROJECT ENGINEER. with

FLCN, via Email.

SOIL EXCAVATIONS

LAYDOWN AREA

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text M

AutoCAD SHX Text

XFR

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text

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. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION OF 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. DUE TO THE PREVALENCE OF SECONDARY ELECTRICAL POWER AND ABANDONED FUEL LINES, THE DUE TO THE PREVALENCE OF SECONDARY ELECTRICAL POWER AND ABANDONED FUEL LINES, THE CONTRACTOR SHALL 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 SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ITEMS NOTED TO BE DEMOLISHED OR REMOVED SHALL 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. PROVIDE SMOOTH AND GRADUAL GRADE TRANSITIONS WITH NO SHARP OR ABRUPT CHANGES UNLESS PROVIDE SMOOTH AND GRADUAL GRADE TRANSITIONS WITH NO SHARP OR ABRUPT CHANGES UNLESS OTHERWISE NOTED. 10. GRADE DISTURBED AREAS TO PROMOTE POSITIVE DRAINAGE. GRADE DISTURBED AREAS TO PROMOTE POSITIVE DRAINAGE. 11. 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. 12. 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. 13. PROVIDE BITUMINOUS CONCRETE PAVEMENT AND CONCRETE PAVEMENT IN ACCORDANCE WITH THE VDOT PROVIDE BITUMINOUS CONCRETE PAVEMENT AND CONCRETE PAVEMENT IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE STANDARDS, LATEST EDITION, UNLESS OTHERWISE NOTED. 14. 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. 15. 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. 16. 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. 17. 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.

AutoCAD SHX Text

TANK LP-41

AutoCAD SHX Text

RUNWAY 10-28

AutoCAD SHX Text

LP-18 ELECTRICAL ROOM

AutoCAD SHX Text

SCALE:1"=50'

AutoCAD SHX Text

TANK LP-42

AutoCAD SHX Text

TANK LP-40

AutoCAD SHX Text

TANK LP-39

AutoCAD SHX Text

FUEL TRUCK PARKING COMPOUND

AutoCAD SHX Text

LP-109

AutoCAD SHX Text

LP-110

AutoCAD SHX Text

LP-108

AutoCAD SHX Text

SERVICE ROAD

AutoCAD SHX Text

TANK LP-38

1. EXCAVATED SOIL IS ASSUMED TO BE INCOMPATIBLE FOR REUSE DUE TO ANTICIPATED PETROLEUM CONTAMINATION. ALL SOIL IS ASSUMED AS EXCAVATED SOIL IS ASSUMED TO BE INCOMPATIBLE FOR REUSE DUE TO ANTICIPATED PETROLEUM CONTAMINATION. ALL SOIL IS ASSUMED AS CONTAMINATED WITH PETROLEUM UNTIL TEST SAMPLING AND ANALYSIS IS COMPLETED. 2. SOIL MAY BE STOCKPILED ON SITE UNTIL THE END OF THE PROJECT PRIOR TO SAMPLING AND ANALYSIS. SOIL MAY BE STOCKPILED ON SITE UNTIL THE END OF THE PROJECT PRIOR TO SAMPLING AND ANALYSIS. 3. STORE SOIL IN A MANNER THAT PREVENTS (1) RAIN FROM INFILTRATING THE SOIL MATRIX AND (2) RUNOFF INTO THE SURROUNDING SOIL OR STORE SOIL IN A MANNER THAT PREVENTS (1) RAIN FROM INFILTRATING THE SOIL MATRIX AND (2) RUNOFF INTO THE SURROUNDING SOIL OR PAVEMENT. AS EXAMPLES FOR STORAGE: STORE THE SOIL ON TOP OF PLASTIC SHEETS AND COVER WITH PLASTIC SHEETS STORE IN LINED COVERED DUMPSTERS

\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-3 7a

_P ro vid e_

Tr uc k_ Ca pa bil ity \B

_D es ign \D

\S he et\

\C D1

dw g

: Tu es da y, Au gu st 6, :08

:43 A

M U

jer em y.b .jo ne s1

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

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

40'0' 1"=20'

20'10'

GRAPHIC SCALE

M M

N O

N N

O R

O N

N O

O R

, V A

-F

U E

R M

S E

C O

N D

A R

Y R

E C

7/23/24

JBJ

J. MILLER, P.E.

1692910

Approved by L. LELAND, PROJECT ENGINEER. with

FLCN, via Email.

E X

N G

C O

N D

N S

E M

JBJ JBJ WHW

AS NOTED

12911984

CD101

WHW

DEMOLITION PLAN

GENERAL SHEET NOTES

KEYNOTES

PHOTO 1: ISOLATION VALVE

PHOTO 2

PHOTO 2: JP-5 FUEL LINE

PHOTO 4

PHOTO 3

PHOTO 1

PHOTO 3: OPEN SPACE EAST OF TRUCK APRON

PHOTO 4: LP-18 ELEC BLDG

PROVIDE NEW INLET PROTECTIONIP

EROSION & SEDIMENTATION LEGEND

SF PROVIDE SILT FENCE

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text M

AutoCAD SHX Text

XFR

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text

TANK LP-41

AutoCAD SHX Text

LP-18 ELECTRICAL VAULT

AutoCAD SHX Text

SCALE:1"=20'

AutoCAD SHX Text

TANK LP-42

AutoCAD SHX Text

TANK LP-40

AutoCAD SHX Text

TANK LP-39

AutoCAD SHX Text

FUEL TRUCK PARKING COMPOUND

AutoCAD SHX Text

LP-109

AutoCAD SHX Text

LP-110

AutoCAD SHX Text

LP-108

AutoCAD SHX Text

SERVICE ROAD

AutoCAD SHX Text

1. SAWCUT AND REMOVE ASPHALT PAVEMENT FOR NEW ELECTRICAL SAWCUT AND REMOVE ASPHALT PAVEMENT FOR NEW ELECTRICAL CONDUIT AS SHOWN ON SHEET ES-101. 2. SILT FENCE FOR ELECTRICAL CONDUIT AND FUEL PIPING WORK SILT FENCE FOR ELECTRICAL CONDUIT AND FUEL PIPING WORK 3. IF REQUIRED FOR ACCESS, TEMPORARILY RELOCATE THE STEPS IF REQUIRED FOR ACCESS, TEMPORARILY RELOCATE THE STEPS TO INSTALL NEW CONDUIT UNDER EXISTING ABOVEGROUND PIPING

AutoCAD SHX Text

SERVICE ROAD

AutoCAD SHX Text

CONCRETE WALL

AutoCAD SHX Text

RUNWAY 10-28

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-3 7a

_P ro vid e_

Tr uc k_ Ca pa bil ity \B

_D es ign \D

\S he et\

\C S1

dw g P

: Tu es da y, Au gu st

6, :09 :17

A M

jer em y.b

.jo ne s1

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

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

40'0' 1"=20'

20'10'

GRAPHIC SCALE

M M

N O

N N

O R

O N

N O

O R

, V A

-F

U E

R M

S E

C O

N D

A R

Y R

E C

7/23/24

JBJ

J. MILLER, P.E.

1692910

Approved by L. LELAND, PROJECT ENGINEER. with

FLCN, via Email.

JBJ JBJ WHW

AS NOTED

12911985

CS101

WHW

CIVIL SITE PLAN

GENERAL SHEET NOTES

KEYNOTES

PROVIDE NEW INLET PROTECTIONIP

EROSION & SEDIMENTATION LEGEND

SF PROVIDE SILT FENCE

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text M

AutoCAD SHX Text

XFR

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text

TANK LP-41

AutoCAD SHX Text

FP-18 ELECTRICAL VAULT

AutoCAD SHX Text

SCALE:1"=20'

AutoCAD SHX Text

TANK LP-42

AutoCAD SHX Text

TANK LP-40

AutoCAD SHX Text

TANK LP-39

AutoCAD SHX Text

FUEL TRUCK PARKING COMPOUND

AutoCAD SHX Text

LP-109

AutoCAD SHX Text

LP-110

AutoCAD SHX Text

LP-108

AutoCAD SHX Text

SERVICE ROAD

AutoCAD SHX Text

1. PROVIDE EROSION AND SEDIMENT CONTROL DEVICES IN PROVIDE EROSION AND SEDIMENT CONTROL DEVICES IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. REFER TO SHEET C-501 FOR E&S DETAILS. 2. MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. MATCH TO EXISTING GRADES UNLESS OTHERWISE NOTED. 3. REMOVE EXCAVATED SOIL AND STABILIZE AREA AT THE END OF REMOVE EXCAVATED SOIL AND STABILIZE AREA AT THE END OF EACH WORK DAY. 4. STOCKPILE AREA SHALL BE LOCATED WITHIN THE LP-FUEL STOCKPILE AREA SHALL BE LOCATED WITHIN THE LP-FUEL FARM AS DIRECTED BY THE CONTRACTING OFFICER. 5. CONTRACTOR WILL BE AFFORDED A TWO DAY OUTAGE TO MAKE CONTRACTOR WILL BE AFFORDED A TWO DAY OUTAGE TO MAKE THE CONNECTION TO THE EXISTING PIPING. IN ORDER TO OBTAIN A HOT WORK PERMIT, THE CONTRACTOR IS RESPONSIBLE FOR ALL GAS FREE CERTIFICATIONS AND FUEL REMOVAL FROM THE EXISTING LINE.

AutoCAD SHX Text

1. PROVIDE NEW ASPHALT PAVEMENT, SHEET C-501 PROVIDE NEW ASPHALT PAVEMENT, SHEET C-501 2. PROVIDE NEW FUEL PUMP SKID ASSEMBLY, SHEET CS102 AND PROVIDE NEW FUEL PUMP SKID ASSEMBLY, SHEET CS102 AND CS103 3. PROVIDE NEW PIPE SUPPORT PEDESTALS, SHEET C-501 PROVIDE NEW PIPE SUPPORT PEDESTALS, SHEET C-501 4. PROVIDE NEW 8-INCH DIAMETER FUEL PIPE, SCHEDULE 40 PROVIDE NEW 8-INCH DIAMETER FUEL PIPE, SCHEDULE 40 WELDED STEEL PIPE. STEEL PIPE SHALL HAVE 150# PATTERN RAISED PIPE FLANGES WITH RING GASKETS. ALL GASKETS MUST BE RESISTANT TO HYDROCARBON FUELS. 5. PROVIDE 6 X 8 REDUCER BEND TO TRANSITION BETWEEN PUMP PROVIDE 6 X 8 REDUCER BEND TO TRANSITION BETWEEN PUMP SKID AND DISCHARGE PIPING, PIPE SHALL BE 150# FLANGE SCHEDULE 40 PIPE. 6. PROVIDE NEW 8-INCH DOUBLE BLOCK AND BLEED PLUG PROVIDE NEW 8-INCH DOUBLE BLOCK AND BLEED PLUG VALVE, 150# FLANGE 7. PROTECTIVE BOLLARDS, (3) REQUIRED, SHEET C-501PROTECTIVE BOLLARDS, (3) REQUIRED, SHEET C-501

AutoCAD SHX Text

SERVICE ROAD

AutoCAD SHX Text

CONCRETE WALL

RUNWAY 10-28

\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-3 7a

_P ro vid e_

Tr uc k_ Ca pa bil ity \B

_D es ign \D

\S he et\

\C S1

.dw g

: Tu es da y, Au gu st 6, :09

:44 A

M U

jer em y.b .jo ne s1

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

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

M M

N O

N N

O R

O N

N O

O R

, V A

-F

U E

R M

S E

C O

N D

A R

Y R

E C

7/23/24

JBJ

J. MILLER, P.E.

1692910

Approved by L. LELAND, PROJECT ENGINEER. with

FLCN, via Email.

N V

A N

D N

S F

O R

P U

M P

A S

S E

M B

JBJ JBJ WHW

AS NOTED

12911986

CS102

WHW

GENERAL SHEET NOTES

PLAN VIEW: TYPICAL PUMP FUELING SKID

MATERIALS LIST

EXAMPLE PUMP FUELING SKID: OCEANA NAS

AutoCAD SHX Text

1. PROVIDE (1) PRE-MANUFACTURED FUEL PUMP SKID ASSEMBLY AS INDICATED PROVIDE (1) PRE-MANUFACTURED FUEL PUMP SKID ASSEMBLY AS INDICATED ON SHEETS CS102 AND CS103. 2. PUMP SKID SCHEMATICS DEPICT A BAY ASSOCIATES (VIRGINIA BEACH, VA) PUMP SKID SCHEMATICS DEPICT A BAY ASSOCIATES (VIRGINIA BEACH, VA) MODEL PSM-600-US-3-150 RH. HOWEVER, PUMP SKID SCHEMATICS ARE STANDARD DETAILS ESTABLISHED BY DOD. THE COMPLETE SKID ASSEMBLY SHALL COMPLY WITH THE STANDARD REQUIREMENTS OF: A. UFC 3-460-01 DESIGN: PETROLEUM FUEL FACILITIES, WITH CHANGE 3, UFC 3-460-01 DESIGN: PETROLEUM FUEL FACILITIES, WITH CHANGE 3, SEE APPENDIX C, PLATE 004 B. AW 078-24-28 DOD PRESSURIZED HYDRANT FUELING SYSTEM TYPE II, AW 078-24-28 DOD PRESSURIZED HYDRANT FUELING SYSTEM TYPE II, SEE SHEETS MS515, MS515, AND ES507 4. NEW 480V, 3 PHASE API 610 CERTIFIED PUMP SHALL BE CAPABLE OF NEW 480V, 3 PHASE API 610 CERTIFIED PUMP SHALL BE CAPABLE OF DELIVERING 600 GPM AT 100 FEET TDH. PUMP STYLE SHALL BE OH4. PUMP MOTOR SHALL BE CLASS 1 DIVISION 1, GROUP D AS EXPLOSION PROOF. 5. THE PUMP SKID SHALL BE DELIVERED AS ONE COMPLETE ASSEMBLY. ALL THE PUMP SKID SHALL BE DELIVERED AS ONE COMPLETE ASSEMBLY. ALL COMPONENTS ARE TO BE UL/FM COMPLIANT FOR CLASS 1, DIVISION 1, GROUP D. 6. PAINT (OR EQUAL TO): SHERWIN WILLIAMS MACROEPOXY 646 PRIMER WITH PAINT (OR EQUAL TO): SHERWIN WILLIAMS MACROEPOXY 646 PRIMER WITH SHERWIN WILLIAMS ACROLON 218 HS POLYURETHANE TOPCOAT, COLOR TO BE BEIGE PER FED-STD-595, COLOR NUMBER 27769 IN GLOSS. 7. PIPE AND FITTINGS: CARBON STEEL, SCHEDULE 40 PIPE AND FITTINGS: CARBON STEEL, SCHEDULE 40 8. WELDING: WELDERS AND PROCEDURES PER ASME B31.3 WELDING: WELDERS AND PROCEDURES PER ASME B31.3 9. BOLTS AND NUTS: ASTM A193/A 193M, GRADE B7 AND ASTM A 194/A 194M, BOLTS AND NUTS: ASTM A193/A 193M, GRADE B7 AND ASTM A 194/A 194M, GRADE 8 STAINLESS STEEL WITH SAE FLAT WASHER. BOLT LENGTHS AS PER PUMP SKID MANUFACTURER RECOMMENDATIONS. 10. STEEL FRAME: ASTM A 36 MATERIALS, C6 X 10.5 CHANNEL STEEL FRAME: ASTM A 36 MATERIALS, C6 X 10.5 CHANNEL 11. PROVIDE 6-INCH EPOXY BOLTS TO SECURE THE SKID TO EXISTING CONCRETE PROVIDE 6-INCH EPOXY BOLTS TO SECURE THE SKID TO EXISTING CONCRETE PARKING APRON, EXISTING SLAB IS 7-INCHES DEPTH. 12. UPON DELIVERY OF THE SKID ASSEMBLY TO THE JOB SITE, THE CONTRACTING UPON DELIVERY OF THE SKID ASSEMBLY TO THE JOB SITE, THE CONTRACTING OFFICER SHALL APPROVE THE FINAL LOCATION PRIOR TO SETTING THE ANCHOR BOLTS. EXISTING SLAB IS 7-INCHES THICK. 13. 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.

AutoCAD SHX Text

SCALE:NONE

NOT TO SCALE

\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-3 7a

_P ro vid e_

Tr uc k_ Ca pa bil ity \B

_D es ign \D

\S he et\

\C S1

.dw g

: Tu es da y, Au gu st 6, :10

:05 A

M U

jer em y.b .jo ne s1

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

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

M M

N O

N N

O R

O N

N O

O R

, V A

-F

U E

R M

S E

C O

N D

A R

Y R

E C

7/23/24

JBJ

J. MILLER, P.E.

1692910

Approved by L. LELAND, PROJECT ENGINEER. with

FLCN, via Email.

V A

N V

A N

D P

H O

F O

R P

U M

P A

S S

E M

JBJ JBJ WHW

AS NOTED

12911987

CS103

WHW

GENERAL SHEET NOTES

ELEVATION VIEW: TYPICAL PUMP FUELING SKID

TYPICAL CONTROL PANEL TYPICAL LAYOUT DOWNSTREAM OF PUMP TYPICAL LAYOUT UPSTREAM OF PUMP

PUMP CONTROLLER

SUBMITTALS & ACCEPTANCE

AutoCAD SHX Text

1. REFER TO SHEET CS102 FOR MATERIAL LISTREFER TO SHEET CS102 FOR MATERIAL LIST

AutoCAD SHX Text

SCALE:NONE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text NEMA 7 ENCLOSURE SHALL PROVIDE THE FOLLOWING FUNCTIONS ON THE EXTERIOR OF THE PANEL: EXTERNAL NAMEPLATE MAIN DISCONNECT SWITCH PUMP START SWITCH PUMP STOP SWITCH E-STOP SWITCH PUMP "ON" INDICATOR SWITCH HIGH FLOW INDICATOR LIGHT LOW FLOW INDICATOR REVERSE FLOW INDICATOR LIGHT

1. CONTRACTOR IS RESPONSIBLE FOR CONNECTION OF PUMP CONTRACTOR IS RESPONSIBLE FOR CONNECTION OF PUMP SKID ASSEMBLY TO THE DISCONNECT SWITCH. 2. PUMP SKID SUBMITTAL SHALL BE (1) COMPLETE SUBMISSION PUMP SKID SUBMITTAL SHALL BE (1) COMPLETE SUBMISSION IN LIEU OF SEPARATE SUBMISSIONS FOR EACH COMPONENT. 3. CONTRACTOR IS RESPONSIBLE FOR STARTUP AND CONTRACTOR IS RESPONSIBLE FOR STARTUP AND COMMISSIONING SERVICES. 4. CONTRACTOR SHALL PROVIDE (1) YEAR WARRANTY ON PUMP CONTRACTOR SHALL PROVIDE (1) YEAR WARRANTY ON PUMP SKID ASSEMBLY. 5. CONTRACTOR SHALL PROVIDE (3) COPIES OF THE O&M CONTRACTOR SHALL PROVIDE (3) COPIES OF THE O&M MANUAL.

A A

PLAN

SECTION A-A

\V A\

Na va lS tat ion No rfo lk\

Si tew or k\S ite Ut ilit ies

\F ue l\2

-3 7a

_P ro vid e_

Tr uc k_ Ca pa bil ity \B

_D es ign \D

\S he et\

\C -5

ILS

.dw g P

: Tu es da y, Au gu st

6, :10 :21

A M

jer em y.b

.jo ne s1

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

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

M M

N O

N N

O R

O N

N O

O R

, V A

-F

U E

R M

S E

C O

N D

A R

Y R

E C

7/23/24

JBJ

J. MILLER, P.E.

1692910

Approved by L. LELAND, PROJECT ENGINEER. with

FLCN, via Email.

D E

JBJ JBJ WHW

AS NOTED

12911988

C-501

WHW

PLAN VIEW SYMBOL

TYPICAL SILT FENCE DETAIL

ASPHALT PAVEMENT PATCH

36"

12"

36"

24"

CATCH BASIN PROTECTION BOLLARD DETAIL

FIELD WELD PIPE TO TEE

8-INCH SCH 40 STEEL PIPE

#4 @ 12-IN, EW

CONCRETE PIPE SUPPORT

#4 CLOSED TIE , TOP ROW

ONLY

PIPE SHOE AND BASE PLATE

3" 3"

#4 @ 12-IN, EW

3" 3"

HOLD DOWN BRACKET HOLD DOWN BRACKET

PFTE BONDING BETWEEN

BEARING PLATES

BEARING PLATE

#4 CLOSED

TIE, TOP ROW

ONLY

#4 @ 12-IN, EW

AutoCAD SHX Text 15"-18"

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

STRAW BALES MAY BE USED IN LIEU OF FABRIC

AutoCAD SHX Text

BURLAP OR FABRIC

AutoCAD SHX Text

IMBED FABRIC 4" INTO GROUND

AutoCAD SHX Text

EXISTING CATCH BASIN

AutoCAD SHX Text

1" X 2" WOOD POSTS 3' LONG

AutoCAD SHX Text

AROUND CATCH BASINS. BALES ARE REQUIRED FOR BASINS IN EXISTING PAVED AREAS.

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

EXISTING CONCRETE

AutoCAD SHX Text

12 X 12 X 1-IN STEEL PLATE, SET WITH (4) 0.75 X 6-IN EPOXY BOLTS

AutoCAD SHX Text 6" DIA. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE, COVER WITH PVC PRE-MOLDED JACKET

AutoCAD SHX Text 4"

AutoCAD SHX Text

1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS.

AutoCAD SHX Text

2. STAPLE WIRE FENCING TO THE POSTS.

AutoCAD SHX Text

3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH.

AutoCAD SHX Text

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

AutoCAD SHX Text

EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.

AutoCAD SHX Text

12 1/2 GAUGE MIN

AutoCAD SHX Text

MESH SPACING 6" MAX

AutoCAD SHX Text

STEEL OR WOOD POST-IMBED 3'

AutoCAD SHX Text

GROUND LINE

AutoCAD SHX Text

WIRE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

COMPACT SUBGRADE

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

TACK COAT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

SAWCUT PAVEMENT EDGE

AutoCAD SHX Text 12"

AutoCAD SHX Text

SAME AS EXISTING BASE COURSE, 8" MINIMUM

AutoCAD SHX Text

EXISTING BASE COURSE

AutoCAD SHX Text 8"

AutoCAD SHX Text

2" MINIMUM SM-9 SURFACE COURSE

AutoCAD SHX Text

3" MINIMUM BM-3 INTERMEDIATE COURSE

AutoCAD SHX Text

MATCH EXISTING PAVEMENT SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SIDE VIEW OF SUPPORT

AutoCAD SHX Text

FRONT VIEW OF SUPPORT

AutoCAD SHX Text SLIDING PIPE SUPPORT IS BASED ON APPENDIX C PLATE 015, UFC 3-460-01, DESIGN: PETROLEUM FUEL FACILITIES CONCRETE: 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI, 1-INCH NOMINAL MAX COARSE AGGREGATE

PIPE SUPPORT NOTES:

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

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

-F

U E

R M

S E

C O

N D

A R

Y R

E C

07/23/24

J.B. BROWN, P.E.

J.C. MILLER, P.E.

N/A

1692910

N/A

LEX LELAND

ABBREVIATIONS

GENERAL

SITE

3P 30

POWER

GENERAL DEMOLITION NOTES

GENERAL NOTESSYMBOLS LEGEND

, L

D, A

, A

DNB DNB JMG

AS NOTED

12,911,989

ES001

C. JEFF MORTON, P.E.

CONSTRUCTION NOTES

AutoCAD SHX Text 1/C AFF AFG ARCI ARF BKR C CB CKT DWG EA EC ELEC EMT ENCL EQUIP EWC EWH EXIST EXP FCU FT GFCI GFE GFGI GFI GND HGT HH HID HUB LTS MCB MDP MECH MH MLO MTD MTG HT NEC NIC NL

AutoCAD SHX Text ONE CONDUCTOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ARC-FAULT CIRCUIT INTERRUPTER ABOVE RAISED FLOOR BREAKER CONDUIT CIRCUIT BREAKER CIRCUIT DRAWING EACH EMPTY CONDUIT ELECTRICAL ELECTRICAL METALLIC TUBING ENCLOSURE EQUIPMENT ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXISTING EXPLOSION PROOF EQUIPMENT FAN COIL UNIT FEET GOVERNMENT FURNISHED CONTRACTOR INSTALLED GOVERNMENT FURNISHED EQUIPMENT GOVERNMENT FURNISHED GOVERNMENT INSTALLED GROUND FAULT INTERRUPTER GROUND HEIGHT HANDHOLE HIGH INTENSITY DISCHARGE COMPUTER DISTRIBUTION HUB LIGHTS MAIN CIRCUIT BREAKER MAIN DISTRIBUTION PANEL MECHANICAL MANHOLE MAIN LUGS ONLY MOUNTED MOUNTING HEIGHT NATIONAL ELECTRICAL CODE NOT IN CONTRACT NIGHT LIGHT

AutoCAD SHX Text

DEMOLITION NOTE TAG - REFER TO "DEMOLITION KEYNOTES" FOR EACH SHEET

AutoCAD SHX Text

GENERAL NOTE TAG - REFER TO "GENERAL NOTES THIS SHEET" FOR EACH SHEET

AutoCAD SHX Text

NTS OBI PNL PNLBD PVC QU REC REQ' D RGS RM SHT SUB T TYP UG UON W WP WW X XFMR

AutoCAD SHX Text NOT TO SCALE OUTLET BASE INFEED PANEL PANELBOARD POLYVINYL CHLORIDE CONDUIT QUANTITY RECEPTACLE REQUIRED RIGID GALVANIZED STEEL ROOM SHEET SUBSTATION TELEPHONE TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED WIRE WEATHERPROOF WIREWAY (TROUGH) IN SCHEDULES, ITEM NOT APPLICABLE TRANSFORMER

AutoCAD SHX Text

PERIMETER FENCE LINE.

AutoCAD SHX Text

UNDERGROUND ELECTRICAL LINE

AutoCAD SHX Text

EXISTING ELECTRICAL CIRCUIT TO BE REMOVED.

AutoCAD SHX Text DISCONNECT SWITCH. IN NEMA 3R ENCL. UON. 3P = # OF POLES, 30 = SWITCH RATING 20 = FUSE RATING (NF INDICATES NON-FUSIBLE, 3R INDICATES NEMA RATING).

AutoCAD SHX Text

ELECTRICAL PANELBOARD (480/277V).

AutoCAD SHX Text

EQUIPMENT CONNECTION AS NOTED.

AutoCAD SHX Text

1. ALL ELECTRICAL WORK AND MATERIAL IS NEW AND MUST BE AND PROVIDED BY THE CONTRACTOR UON. 2. AN EQUIPMENT GROUND WIRE MUST BE RUN WITH FEEDERS ANDBRANCH CIRCUITS. 3. WIRING MUST BE PER NATIONAL ELECTRIC CODE (NEC). 4. ELECTRICAL EQUIPMENT MUST BE IDENTIFIED AND LABELED. ELECTRICAL EQUIPMENT MUST BE IDENTIFIED AND LABELED. 5. FEEDERS/CIRCUITS MUST BE IDENTIFIED AT EACH END OF THE WIRE FEEDERS/CIRCUITS MUST BE IDENTIFIED AT EACH END OF THE WIRE AND AT EVERY SPLICE OR JUNCTION/PULL BOX. 6. PROVIDE NAMEPLATES ON THE EXTERIOR OF ALL ELECTRICAL PANELS AND ENCLOSURES AS FOLLOWS: FOR DISCONNECT SWITCHES AND MOTOR STARTERS THE TOP LINE SHALL BE THE NAME/DESIGNATION OF EQUIPMENT BEING FED BY SAME. 7. PROVIDE NEW TYPED DIRECTORIES FOR ALL PANELS (NEW OR EXISTING) INCLUDED IN THIS PROJECT. 8. EXTERIOR EQUIPMENT SHALL BE RATED FOR CLASS I, DIVISION 2, UON. 9. DRAWINGS ARE BASED ON EXISTING BUILDING PLANS AND FIELD INVESTIGATIONS. CONTRACTOR SHALL VISIT THE EXISTING BUILDING AND ACQUAINT HIMSELF/HERSELF WITH THE EXISTING FIELD CONDITIONS. CONTRACTOR SHALL EXAMINE ALL DRAWINGS TO AVOID CONFLICT. 10. PROVIDE ARC-FLASH LABELS ON ALL PANELS/DISCONNECT SWITCHES AS PER UFC 3-560-01 AND NFPA 70E. SEE DETAIL PLATE ON SHEET ES501.

AutoCAD SHX Text

1. EQUIPMENT SHOWN WITH DASHED LINE SHALL BE REM0VED, UON. 2. WIRING TO EQUIPMENT SHALL BE REMOVED, UON. 3. CONDUIT MUST BE REMOVED, UON. 4. EXISTING ELECTRICAL EQUIPMENT NOT INDICATED ON DEMOLITION PLAN SHALL REMAIN CONNECTED FOR CONTINUED USE. 5. CONTRACTOR SHALL RECONNECT ANY EXISTING CIRCUIT (INTERRUPTED BY REMOVAL OF AN EXISTING DEVICE) TO THE REMAINING ELECTRICAL EQUIPMENT LOCATED DOWNSTREAM FROM THE POINT OF INTERRUPTION.

AutoCAD SHX Text

FEEDS FROM PANEL MDP

AutoCAD SHX Text 100A, 120/208V-3%%C, 4W

AutoCAD SHX Text

DRAWING NO. 15,350

AutoCAD SHX Text

INSTALLED 1996

AutoCAD SHX Text

PANEL LP1A

AutoCAD SHX Text

DEVICE RATING

AutoCAD SHX Text

POWER SOURCE

AutoCAD SHX Text

NAVFAC DRAWING NUMBER

AutoCAD SHX Text

INSTALLATION DATE

AutoCAD SHX Text

DEVICE I.D.

AutoCAD SHX Text OBJECTS ON DRAWINGS AT THIS LINEWEIGHT ARE CATEGORIZED AS EXISTING TO BE DEMOLISHED, UON.

AutoCAD SHX Text OBJECTS ON DRAWINGS AT THIS LINE WIEGHT ARE CATEGORIZED AS NEW OR PROPOSED FOR CONSTRUCTION, UON.

AutoCAD SHX Text

ELECTRICAL PANELBOARD (208/120V).

1. CONTRACTOR MUST PROVIDE A MINIMUM OF 2 WEEKS NOTICE OF POWER OUTAGES TO ACTIVITY AND GOVERNMENT OFFICIAL.

1 2

LP-18

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 O

, V

N A

V A

L S

O N

N O

O R

, V

-F

U E

R M

S E

C O

N D

A R

Y R

E C

07/23/24

J.B. JONES, P.E.

J.C. MILLER, P.E.

N/A

1692910

N/A

R G

E D

O R

D E

M O

12,911,990

ED401

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

-3 7a

_P ro vid e_

Tr uc k_ Ca pa bil ity \B

_D es ign \D

\S he et\

1 E

-D

dw g

E D4

N -D

N P

: T ue sd ay , A ug us t 0 6, :16 am

je re my

.b.

jon es

GENERAL SHEET NOTES

DEMOLITION KEYNOTES

GRAPHIC SCALE

0' 1/2"=1'-0"

1' 2' 4'PARTIAL ELECTRICAL FLOOR PLAN - DEMOLITION

PLAN

NORTH

AutoCAD SHX Text

400A DISC SW

AutoCAD SHX Text

1. DISCONNECT AND RETAIN CONDUIT AND FEEDER WIRING. RETAIN DISCONNECT AND RETAIN CONDUIT AND FEEDER WIRING. RETAIN FOR RECONNECTION. 2. DEMOLISH PANEL. DEMOLISH PANEL.

1. REFER TO SHEET E-001 FOR GENERAL DEMOLITION NOTES. REFER TO SHEET E-001 FOR GENERAL DEMOLITION NOTES. 2. ALL MATERIAL REMOVED UNDER DEMOLITION SHALL BECOME THE ALL MATERIAL REMOVED UNDER DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND REMOVED COMPLETELY OFF-SITE UNLESS NOTED OTHERWISE. 3. CIRCUITS SHOWN ARE BASED ON FIELD AND DRAWING CIRCUITS SHOWN ARE BASED ON FIELD AND DRAWING INVESTIGATIONS. CONTRACTOR SHALL VERIFY ALL CIRCUITS PRIOR TO DEMOLITION. 4. PANEL PB IS POWERED FROM PANEL PA VIA 400A DISCONNECT PANEL PB IS POWERED FROM PANEL PA VIA 400A DISCONNECT SWITCH. 5. PANELS PB, PA, LA, AND 400A DISCONNECT SWITCH ARE EXISTING. PANELS PB, PA, LA, AND 400A DISCONNECT SWITCH ARE EXISTING.

P A

N E

L S

C H

E D

E M

12,911,991

ED701

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

-3 7a

_P ro vid e_

Tr uc k_ Ca pa bil ity \B

_D es ign \D

\S he et\

1 P

- D

dw g

LIT

: T ue sd ay

, A ug us t 0

6, :17 am U

je re my .b.

jon es

PANEL PB

GENERAL SHEET NOTES

DEMOLITION KEYNOTES

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 O

, V

N A

V A

L S

O N

N O

O R

, V

-F

U E

R M

S E

C O

N D

A R

Y R

E C

07/23/24

J.B. JONES, P.E.

J.C. MILLER, P.E.

N/A

1692910

AutoCAD SHX Text

BUILDING LP65 AND LP66

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

LOAD

AutoCAD SHX Text B

AutoCAD SHX Text

LOAD SERVED

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

PERIMETER LIGHTS

AutoCAD SHX Text

PERIMETER LIGHTS

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

MOGAS LOAD STAND (LP110)

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

LOAD

AutoCAD SHX Text B

AutoCAD SHX Text

LOAD SERVED

AutoCAD SHX Text

FED FROM PANEL PA VIA 400A DISCONNECT SWITCH

AutoCAD SHX Text A=

AutoCAD SHX Text B=

AutoCAD SHX Text C=

AutoCAD SHX Text

TOTAL CONNECTED

AutoCAD SHX Text

LOAD (AMPS)

AutoCAD SHX Text

SURFACE MOUNTED

AutoCAD SHX Text

/ V PH- W

AutoCAD SHX Text

MLO

AutoCAD SHX Text A

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

OIL WATER SEPARATOR PUMP

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

WATER/LOW HTR CONTROL PNL

AutoCAD SHX Text

WATER/LOW HTR CONTROL PNL

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

BKR

AutoCAD SHX Text

TRIP

AutoCAD SHX Text

WIRE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

CKT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

BKR

AutoCAD SHX Text

TRIP

AutoCAD SHX Text

WIRE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

CKT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

1. DISCONNECT AND REMOVE EXISTING CONDUCTORS. CONDUCTORS WILL DISCONNECT AND REMOVE EXISTING CONDUCTORS. CONDUCTORS WILL REMAIN FOR RECONNECTION.

AutoCAD SHX Text

EXISTING DEMO

1. REFER TO SHEET E-001 FOR DEMOLITION NOTES. REFER TO SHEET E-001 FOR DEMOLITION NOTES. 2. ALL MATERIAL REMOVED UNDER DEMOLITION SHALL BECOME THE ALL MATERIAL REMOVED UNDER DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND REMOVED COMPLETELY OFF-SITE UNLESS NOTED OTHERWISE. 3. CIRCUITS SHOWN ARE BASED ON FIELD AND DRAWING CIRCUITS SHOWN ARE BASED ON FIELD AND DRAWING INVESTIGATIONS. CONTRACTOR SHALL VERIFY ALL CIRCUITS PRIOR TO DEMOLITION. 4. PANEL PB IS POWERED FROM PANEL PA VIA 400A DISCONNECT PANEL PB IS POWERED FROM PANEL PA VIA 400A DISCONNECT SWITCH.

LP-182

ES501 3P

ES501

1 A3

ES501

UE UE

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

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

E P

12,911,992

ES101

C. JEFF MORTON, P.E.

-F

GENERAL SHEET NOTES

KEYNOTES

GRAPHIC SCALE

40'0' 1"=20'

20'10'PARTIAL ELECTRICAL SITE PLAN

PLAN

NORTH

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text M

AutoCAD SHX Text

XFR

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

AST

AutoCAD SHX Text

AST

AutoCAD SHX Text

AST

AutoCAD SHX Text D

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC

AutoCAD SHX Text

PWD NORFOLK

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL STATION NORFOLK

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

LEX LELAND

AutoCAD SHX Text 07/23/24

AutoCAD…

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

File details come from the government source that posted it. Updated Nov 18, 2024.