7328941 DWG as One SIGNED.pdf

PDF 6 MB Posted Aug 6, 2025

Attached to: N400857328491 Repair Fuel Dispensing System, Bldg. 4049
Solicitation number: 7328491
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 6, 2025

This file contains construction drawings and technical specifications for a fuel dispensing system repair project at Marine Corps Air Station Cherry Point, North Carolina. The project involves repairing and upgrading the fuel dispensing system at Building 4049, with work order number 7328491, under the Naval Facilities Engineering Command Mid-Atlantic.

The scope includes demolition of existing underground double-wall fuel piping and electrical systems, installation of new flexible double-wall fuel piping (UL971 compliant) from existing above-ground storage tanks to fuel dispensers, replacement of fuel control systems including a new Veeder Root TLS-450 fuel tank controller, installation of emergency shutoff systems, and associated electrical work including new conduit routing and panel modifications. The project requires soil sampling and testing per EPA Method 8015C for petroleum contamination where existing fuel piping is removed, with proper disposal of contaminated materials per North Carolina Department of Environmental Quality regulations. All work must comply with NFPA codes for hazardous locations, UFC standards, and environmental regulations, with a minimum one-year warranty required upon beneficial occupancy. The drawings were finalized on October 12, 2023, and include civil, mechanical, and electrical plans with detailed specifications for materials and installation methods.

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Other files

File	Type	Posted
7328491 RFP Final.pdf	PDF	Aug 13, 2025
7328491 SPEC as One SIGNED.pdf	PDF	Aug 6, 2025
7328491 RFP.pdf	PDF	Aug 6, 2025

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T4820D

T4820L

T4820B

T4820F

3976P

T4820I

1791 4601

E R

D U

R O

ACCESS ROAD

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

REPAIR FUEL DISPENSING SYSTEM (B4049)

WO# 7328491

RIVER

New Bern

Dover

Tuscarora KinstonUS 70

NEUSE

Pollocksville

Trenton Seven Springs

Otway

Beaufort

US 70

Morehead City

E O

C A

MaysvilleComfort

US 17

Verona

Folkstone

Dixon

Holly Ridge

NEW RIVER

Pink

Beulaville

Hill

US 117

US 421

Wallace

Jacksonville

Richlands

T C

A N

Hampstead

T L

Scott Hill

Burgaw

Leland Wilmington

Havelock

Swansboro

VICINITY MAP - MCAS CHERRY POINT, N.C.

Words Corner

C O

V E

R S

H E

E T

A N

D E

12882694

G-001

US 74 & 76

INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 12882694 1 COVER SHEET AND INDEX

G-002 12882695 2 GENERAL NOTES

EXISTING CONDITIONS

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

VF100 12882696 3 CIVIL EXISTING CONDITIONS PLAN

CIVIL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

C-001 12882697 4 CIVIL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

CD100 12882698 5 CIVIL DEMOLITION PLAN

CS100 12882699 6 CIVIL SITE PLAN

C-500 12882700 7 CIVIL DETAILS

MECHANICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

M-001 12882701 8 MECHANICAL NOTES, ABBREVIATIONS AND LEGENDS

MD101 12882702 9 MECHANICAL DEMOLITION PLAN

MP101 12882703 10 MECHANICAL FUEL PLAN

M-501 12882704 11 MECHANICAL DETAILS

ELECTRICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

E-001 12882705 12 ELECTRICAL DETAILS, ABBREVIATIONS AND LEGENDS

E-002 12882706 13 ELECTRICAL DEMOLITION AND GENERAL NOTES

E-003 12882707 14 ELECTRICAL PANEL SCHEDULES AND DETAILS

ED101 12882708 15 ELECTRICAL DEMOLITION PLAN

ED102 12882709 16 ELECTRICAL DEMOLITION PLAN

EP101 12882710 17 ELECTRICAL POWER AND CONTROL PLAN

EP102 12882711 18 ELECTRICAL POWER AND CONTROL PLAN

B4049 FUEL

DISPENSING

SYSTEM

L F

ILI

L D

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

FINAL SUBMISSION - 10-12-2023

7328491

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL

11/21/2023

G E

N E

R A

L N

12882695

G-002

L F

ILI

L D

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

FINAL SUBMISSION - 10-12-2023

7328491

SUPPORT TRA INING

MCAS CHERRY POINT, NC

GENERAL DESIGN AND CONSTRUCTION NOTES:

1. ANY REFERENCES TO STATE GOVERNMENT, FEDERAL GOVERNMENT, OR INDUSTRY

STANDARDS OR SPECIFICATION MADE HEREIN SHALL FORM A PART OF THE WORK TO THE

EXTENT REFERENCED THERETO AND ALL MATERIALS AND WORKMANSHIP UNDER THIS

CONTRACT SHALL COMPLY WITH OR EXCEED THESE STANDARDS AND REFERENCE. ALL

REFERENCED STANDARDS SHALL BE THE LATEST EDITION.

2. ALL MANUFACTURED EQUIPMENT AND PRODUCTS SHALL BE NEW MATERIALS IN UNDAMAGED

CONDITION AND INSTALLED AS PER MANUFACTURER'S LATEST PRINTED INSTRUCTIONS,

UNLESS SPECIFIED OTHERWISE HEREIN.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING FACILITIES & EQUIPMENT

FROM DAMAGE DURING INSTALLATION OF THE WORK AND DURING TESTING OPERATIONS.

4. CONTRACTOR SHALL TAKE INTO ACCOUNT THE SPECIAL TREATMENT OF ANY HAZARDOUS

WASTE, AS WELL AS THE RELATED ENVIRONMENTAL IMPLICATIONS. COORDINATE WITH

CONTRACTING OFFICER REGARDING AVAILABLE TEST REPORTS ON ANY EXISTING

CONDITIONS. REFER ALSO TO GEOTECHNICAL REPORT WHICH IS AVAILABLE UPON REQUEST,

IF APPLICABLE TO THE PROJECT SCOPE. EVERY EFFORT SHALL BE MADE TO RECYCLE

ELIGIBLE MATERIALS, AND THOSE NOT SUITABLE, SHALL BE DISPOSED OF OFF BASE IN

ACCORDANCE WITH THE REQUIREMENTS OF THE (NCDEQ) NORTH CAROLINA DEPARTMENT OF

ENVIRONMENTAL QUALITY.

5. ENSURE THAT ANY DEMOLITION, UTILITY CUT AND CAPPING, AND DEBRIS REMOVAL SERVICE

PERFORMED AT THE BASE IS COMPLETED IN SUCH A MANNER THAT WILL RESTORE A NEAT

AND PROFESSIONAL APPEARANCE OF BASE AREAS.

6. THE FACILITY/AREA SHALL BE CLEANED IN ITS ENTIRETY, INCLUDING EXTERIOR AREAS,

BEFORE BEING RETURNED TO THE GOVERNMENT.

WARRANTY:

1. CONTRACTOR SHALL FURNISH A MINIMUM ONE YEAR WARRANTY AGAINST DEFECTS IN

MATERIAL AND WORKMANSHIP STARTING ON THE BENEFICIAL OCCUPANCY DATE.

GENERAL INFORMATION:

1. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT, TOOLS, SUPPLIES, EQUIPMENT, LABOR, AND APPLICABLE LICENSES AND PERMITS NECESSARY TO COMPLETE THE PROJECT. ALL

WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CONTRACTING DOCUMENTS, THE

STATEMENT OF WORK (SOW) AND SUBJECT TO THE TERMS AND CONDITIONS OF THE

CONTRACT AND IN ACCORDANCE WITH (UFC) UNITED FACILITIES CRITERIA, UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS), THE INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL

PLUMBING CODE (IPC), NATIONAL ELECTRICAL CODE (NEC), NATIONAL ELECTRICAL SAFETY

CODE (NESC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), EPA 402-K-01-001 (2008), NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT), NORTH CAROLINA

DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), BASE DESIGN AND CONSTRUCTION

STANDARDS INCLUDING BASE EXTERIOR ARCHITECTURAL PLAN (BEAP), AND ALL OTHER

APPLICABLE CODES.

WORKING CONDITIONS:

1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THAT OPERATIONS ARE

CONDUCTED IN A MANNER AS TO MINIMALLY INTERFERE WITH THE NORMAL OPERATIONS OF

THE BASE AND THE SAFETY AND CONVENIENCE OF BASE PERSONNEL. THE CONTRACTOR

SHALL COORDINATE UTILITY OUTAGES WITH THE APPROPRIATE BASE UTILITY SERVICE OFFICE

AND THE USER.

GENERAL PROJECT NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, QUANTITIES AND SQUARE

FOOTAGES. ALL DIMENSIONS, QUANTITIES AND SQUARE FOOTAGES INCLUDED ARE

APPROXIMATIONS. CONSTRUCTION AND DEMOLITION SHALL BE IN STRICT ACCORDANCE WITH

THE BASE DESIGN AND CONSTRUCTION STANDARDS. THE INFORMATION PROVIDED IN THE

STATEMENT OF WORK (SOW), THE PROVIDED DRAWINGS, AND THE REQUIREMENTS OF THE

BASE. DESIGN AND CONSTRUCTION STANDARDS SHALL BE DETERMINED TO BE THE MINIMUM

STANDARDS REQUIRED IN THIS PROJECT.

2. THE CONTRACTOR SHALL VIDEO ALL AREAS IN WHICH WORK SHALL OCCUR PRIOR TO

STARTING WORK TO INCLUDE INTERIOR AND EXTERIOR JOB SITE AND SURROUNDING AREA.

UFC'S TAKE PRECEDENCE OVER ALL STANDARDS, CODES AND BASE DESIGN STANDARDS AND

REQUIREMENTS THAT PERTAIN TO THE WORK WITHIN THIS SOW.

3. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING

STRUCTURES, ETC. THAT WILL NOT BE REPLACED AS PART OF THIS CONTRACT. CONTRACTOR

SHALL BE RESPONSIBLE FOR THE TEMPORARY SUPPORT OF ALL DEVICES AS REQUIRED TO

PERFORM WORK. ANY DEMOLITION WORK THAT NEEDS TO BE ACCOMPLISHED TO COMPLETE

THE CONTRACT IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIAL SHALL BE

INSTALLED PER MANUFACTURERS' RECOMMENDATIONS. ALL ITEMS LISTED IN THE SOW ARE

TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

4. A PRE-CONSTRUCTION MEETING WILL BE HELD AT THE BASE TO INCLUDE THE CONTRACTOR

AND GOVERNMENT REPRESENTATIVES. THE GOVERNMENT SHALL SET UP THIS MEETING WITH

THE CONTRACTOR AND GOVERNMENT REPRESENTATIVES, TO DISCUSS ALL PERTINENT

PROJECT REQUIREMENTS, AS WELL AS ANY OTHER CONSTRUCTION ISSUES THE

CONTRACTOR MAY HAVE. WHERE FINISHES ARE PART OF THE PROJECT SCOPE, ALL FINISHES

SHALL BE PRESENTED TO THE CONTRACTING OFFICER AS ONE SUBMITTAL FOR SELECTION

AND APPROVAL PRIOR TO INSTALLATION. ALL MATERIAL THAT COULD BE DISCONTINUED

SHALL BE ON-SITE, PRIOR TO STARTING PROJECT SO THERE WILL BE NO DIFFERENCE IN

COLOR OR PATTERN.

5. WHERE SPECIFIC PART NUMBERS OR MANUFACTURERS ARE REFERENCED, IT SHALL BE

UNDERSTOOD THAT THE CONTRACTOR MAY SUBMIT A PROPOSED EQUAL FOR

CONSIDERATION.

6. THE TERM "SHALL" WHERE USED IS EQUIVALENT TO "MUST". ALL WORK AND MATERIALS

NOTED ARE NEW UNLESS NOTED OTHERWISE.

7. THE TERM "INSTALL" WHERE USED IS EQUIVALENT TO "PROVIDE", (FURNISH AND INSTALL

COMPLETE).

PT 800

NORTHING: 431449.3300'

EASTING: 2636324.3620'

ELEVATION: 23.41'

RIM 20.84'

RIM 21.33'

X X

XXXXXXXXXXXXXXXXXX

GAS PUMP

FUEL

TANK FUEL

TANK

WWWW

U P

METAL LID

RIM 22.36'

METAL LID

RIM 22.46'

METAL LID

RIM 22.38'

RAISED CONCRETE

FUEL ISLAND

CONTROL POINT: 801

299.69'

S84° 26' 45.41"W

LIGHT POLE

FUEL PUMP/

DISPENSE

(TYP)

BOLLARD

(TYP)

MONITORING

WELL

UNDERGROUND

JUNCTION

BOXES

FUEL SPILL

CONTAINMENT

UNIT

ELEC. BOX WITH

RAISED LIGHT

PROJECT LIMITS

22.5

22.0

21.5

22.0

23.0

B4049

X X

XXXXXX

X X

PROJECT LIMITS

1"=20'-0"SCALE:

10' 20' 40' 60'0

CIVIL EXISTING CONDITIONS

PLAN

NORTH

1" = 20'

G C

O N

S P

12882696

VF100

C O

M M

F U

N G

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

GENERAL SHEET NOTES

FINAL SUBMISSION - 10-12-2023

7328491

SUPPORT TRA INING

MCAS CHERRY POINT, NC

SURVEY NOTES

1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE FEAR

ENGINEERING IN MAY 2023.

2. SURVEY CONTROL DATA ESTABLISHED, UTILIZING NORTH

CAROLINA VIRTUAL REFERENCE STATION (VRS) SYSTEM.

3. HORIZONTAL DATUM IS NAD '83 AND ELEVATIONS ARE BASED ON

NAVD '88 (2011) VERTICAL DATUM.

4. CONTROL POINTS:

N: 431449.33' E: 2636324.362'

ELEV: 23.41'

N: 431420.3242' E: 2636026.0751'

ELEV: 23.26'

5. UNDERGROUND UTILITIES, LOCATED BY CAPE FEAR

ENGINEERING USING A COMBINATION OF GPR, LOCATING

EQUIPMENT, AND VISIBLE PHYSICAL EVIDENCE.

6. AT TIME OF SURVEY THERE WERE NUMEROUS VEHICLES,

DUMPSTERS, CONNEX BOXES, AND OTHER ITEMS LOCATED

THROUGHOUT THE SITE. THESE ITEMS WERE NOT SURVEYED.

KEY PLAN

PLAN

NORTH

1" = 100'

1"=100'-0"SCALE:

50' 100' 200' 300'

E N

E R

A L

N O

, L E

G E

N D

S , A

N D

A B

B R

E V

O N

12882697

C-001

C O

M M

F U

N G

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

FINAL SUBMISSION - 10-12-2023

7328491

SUPPORT TRA INING

MCAS CHERRY POINT, NC

CIVIL GENERAL NOTES:

1. REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS TO THE ATTENTION OF THE CONTRACTING OFFICER AND/OR ENGINEER FOR RESOLUTION. ALL MATERIALS

AND WORKMANSHIP MUST CONFORM TO THE PROJECT SPECIFICATIONS.

2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. LOCATION, VERIFICATION, SUPPORT AND PROTECTION OF ALL ABOVE GROUND AND UNDERGROUND UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS IS REQUIRED. ANY CONFLICTS OR DISCREPANCIES MUST BE BROUGHT TO THE CONTRACTING OFFICER'S AND/OR ENGINEER'S ATTENTION IMMEDIATELY. CAPE FEAR ENGINEERING

HAS NOT PHYSICALLY LOCATED ANY UNDERGROUND UTILITIES.

3. PRIOR TO ANY EXCAVATION, CONTRACTOR MUST HAVE THE EXISTING UNDERGROUND LINES MARKED ON THE GROUND SURFACE IN THE AREAS OF CONSTRUCTION. POTHOLE AND PHYSICALLY VERIFY DEPTH AND LOCATION OF ALL UTILITY LINES IN THE WORK AREA THAT REQUIRE COORDINATION WITH WORK ITEMS. POTHOLE VERIFICATION MUST BE DONE WELL IN ADVANCE OF ACTUAL WORK SO THAT POTENTIAL UTILITY CONFLICTS CAN BE VERIFIED AND RESOLVED

WITHOUT CAUSING SCHEDULE DELAYS.

4. PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR MUST BE RESTORED BY THE CONTRACTOR TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER AT NO ADDITIONAL EXPENSE TO

THE OWNER.

5. MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE

DESTROYED BY THE CONTRACTOR MUST BE REPLACED AT THE CONTRACTOR'S EXPENSE.

6. WORK PERFORMED UNDER THIS CONTRACT MUST NOT IMPACT THE OPERATION OF ANY ADJACENT PROPERTIES UNLESS

A UTILITY OUTAGE HAS BEEN APPROVED IN ADVANCE.

7. SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES, INCLUDING FIRE HYDRANTS, REMAIN

OPERATIONAL DURING CONSTRUCTION.

8. RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER.

VEGETATE ALL DISTURBED AREAS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

9. TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT EXISTING PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT IS BEING MOVED. REPAIR ANY PAVED AREAS DAMAGED DURING CONSTRUCTION TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER.

10. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE MUST BE KEPT CLEAN AT ALL TIMES. DO NOT

ALLOW BUILD UP OF SOIL, MUD, DUST OR OTHER DEBRIS.

11. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK.

12. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY. CONTRACTOR MUST

VERIFY ALL MATERIAL QUANTITIES SHOWN.

13. KEEP REDLINE MARK-UPS OF ANY CHANGES MADE FROM THE APPROVED PLAN AND PROVIDE COPY OF REDLINES TO

ENGINEER UPON PROJECT COMPLETION.

EXISTING CONDITION NOTES:

1. SEE SHEET VF100 FOR EXISTING CONDITIONS AND SURVEY INFORMATION.

OFFSITE BORROW AREA NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ENSURING OFFSITE BORROW AREA HAS AN APPROVED EROSION CONTROL PERMIT

AND APPROPRIATE MEASURES IN PLACE PRIOR TO LAND DISTURBING ACTIVITY.

2. NO BORROW MATERIALS ARE AVAILABLE ON GOVERNMENT PROPERTY.

DEMOLITION PLAN NOTES:

1. LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION AND / OR RELOCATION WORK. SPECIFICALLY TAKE EXTRA CAUTIONARY MEASURES TO PREVENT DISRUPTION OF ANY TELECOM FIBER IN THE PROJECT AREA. ONCE LOCATED IN THE FIELD, POSITIVE VERIFICATION BY POTHOLING IS REQUIRED. REPORT ANY CONFLICTS OR

DISCREPANCIES TO ENGINEER.

2. LIMITS OF DEMOLITION AND DIMENSIONS ARE SHOWN FOR GENERAL REFERENCE. CONTRACTOR MUST BE RESPONSIBLE FOR REMOVAL OF ALL ITEMS, INCLUDING ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE WORK WITHIN THIS

CONTRACT.

3. WHERE ASPHALT/CONCRETE DEMOLITION IS REQUIRED, USE A SAW CUT AT THE LIMITS OF DEMOLITION OR NEAREST

JOINT TO OBTAIN A CLEAN VERTICAL EDGE.

4. DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50'

FROM STORMDRAINS OR STREAMS.

5. REPORT ANY UNSUITABLE SOILS, CONTAMINATED SOILS, AND BURIED CONCRETE AND DEBRIS TO THE CONTRACTING

OFFICER.

6. UNDERGROUND UTILITIES SHOWN ON THE DEMOLITION PLANS MAY EXTEND FURTHER THAN SHOWN. CONTRACTOR IS RESPONSIBLE FOR COMPLETE REMOVAL OF UTILITIES WITHIN THE ENTIRE PROJECT SITE UNLESS OTHERWISE NOTED.

STORMWATER AND GRADING NOTES:

1. DURING CONSTRUCTION, PERFORM GRADING IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT

ALL TIMES.

2. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.

3. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL NEW PIPES AND EXISTING PIPES IMPACTED BY CONSTRUCTION MUST BE CLEANED TO REMOVE ALL ACCUMULATED SILT, SEDIMENT AND DEBRIS.

EROSION CONTROL NOTES:

1. TOTAL DISTURBED AREA IS LESS THAN 1.0 ACRE. A LAND DISTURBANCE PERMIT IS NOT REQUIRED.

2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN ACCORDANCE WITH THE NORTH CAROLINA

SEDIMENTATION AND EROSION CONTROL DESIGN MANUAL (LATEST EDITION).

3. PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE AT ALL TIMES.

4. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION AS THE RESULT OF INCREASED RUNOFF OR SEDIMENT DISPLACEMENT, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND PREVENT

DAMAGE TO ADJACENT PROPERTIES.

5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY RAINFALL EVENT.

SIGNAGE, STRIPING, AND MARKING NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PEDESTRIAN AND VEHICULAR TRAFFIC DETOURS AND MUST USE APPROPRIATE SIGNAGE AND BARRICADES IN ACCORDANCE WITH ALL BASE, STATE, AND FEDERAL REQUIREMENTS.

2. ALL ROAD AND LANE CLOSURES MUST BE REQUESTED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO

CLOSING OF ANY ROADWAYS.

3. ALL ROAD CLOSURES MUST BE SUBMITTED TO THE CONTRACTING OFFICER A MINIMUM OF 15 DAYS PRIOR TO THE REQUIRED DATE OF CLOSURE AND MUST INCLUDE A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH MUTCD AND EM 385-1-1.

4. ALL TRAFFIC CONTROL METHODS AND DEVICES, BOTH TEMPORARY AND PERMANENT, MUST BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), MOST RECENT EDITION AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

(NCDOT).

5. ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF THE PROJECT LIMITS THAT ARE DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED TO THE CONTRACTING OFFICER'S SATISFACTION.

ABBREVIATIONS

SYMBOL LEGEND:

DETAIL

REFERENCE

SECTION

DETAIL TITLE

NOT TO SCALE

VIEW TITLE

DETAIL TITLE

IDENTIFICATION

NUMBER

SHEET # FOR

SECTION/DETAIL

SCALE

IDENTIFICATION

NUMBER

IDENTIFICATION

NUMBER

SHEET # FOR

SECTION/DETAIL

C-500

SCALE

A/C AIR CONDITIONER

ATFP ANTI TERRORISM FORCE PROTECTION

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICE

BW BARBED WIRE

C&G CURB AND GUTTER

CB CATCH BASIN

CC CONCRETE CURB

CI CURB DROP INLET

CJ CONTRACTION JOINT

CLF CHAIN LINK FENCE

CMH COMMUNICATION MANHOLE

CONC CONCRETE

D/B DESIGN/BUILD

DCJ DOWELED CONSTRUCTION JOINT

DI DROP INLET

DPW DEPARTMENT OF PUBLIC WORKS

DUMP DUMPSTER

E EAST

EHH ELECTRICAL HANDHOLE

EG EXISTING GAS

EJ EXPANSION JOINT

ELEC ELECTRIC

EMH ELECTRICAL MANHOLE

EL ELEVATION

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FL FLOW LINE

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

HW HEAD WALL

IE INVERT ELEVATION

LP LIGHT POLE

LSA LANDSCAPE STONE

MAT MATERIAL

MH MANHOLE

MOF METAL ORNAMENTAL FENCE

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY

NCDOT NORTH CAROLINA DIVISION OF TRANSPORTATION

NE NORTHEAST

NIC NOT IN CONTRACT

NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NW NORTHWEST

PNG PIEDMONT NATURAL GAS

PP POWER POLE

PT PHYSICAL TRAINING

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

S SOUTH

SCM STORMWATER CONTROL MEASURE

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEP SEPARATION

SMH SANITARY SEWER MANHOLE

STA STATION

STY STORY

SW SOUTHWEST

TC TOP OF CURB

TD TRENCH DRAIN

TE THICKENED EDGE

TEJ THICKENED EDGE EXPANSION JOINT

THH TELECOMMUNICATION HANDHOLE

TMH TELECOMMUNICATION MANHOLE

TRANS TRANSFORMER

TSB TEMPORARY SEDIMENT BASIN

TYP TYPICAL

UG UNDERGROUND

UNK UNKNOWN

VIF VERIFY IN FIELD

W WEST

W/BW WITH BARBED WIRE

WV WATER VALVE

WW WING WALL

VIEW TITLE

1" = 20'

PLAN

NORTH

ASPHALT PAVEMENT

CONCRETE PAVEMENT

CONCRETE PAD

PROTECTIVE BOLLARD

LIGHT POLE

SYMBOL LEGEND

DESCRIPTION

SITE

DEMO PROPOSEDEXISTING

ELECTRICAL

UNDERGROUND

DESCRIPTION DEMO PROPOSEDEXISTING

LINETYPE LEGEND

UP UP UPUP UP\ \ \ \ \ \ \ \ \ \

X X X X XCHAINLINK FENCE X X X X XX X X X X\ \ \ \ \ \ \ \ \ \

SITE

FUEL LINE G G \ \ \ \ \ \ \ \ \ \G G G

RIM 20.84'

RIM 21.33'

X X

XXXXXXXXXXXXXXXXXX

GAS PUMP

G G

FUEL

TANK FUEL

TANK

WWWW

U P

METAL LID

RIM 22.36'

METAL LID

RIM 22.46'

METAL LID

RIM 22.38'

RAISED CONCRETE

FUEL ISLAND

LIGHT POLE

FUEL PUMP/

DISPENSE

(TYP)

BOLLARD

(TYP)

MONITORING

WELL

UNDERGROUND

JUNCTION

BOXES

FUEL SPILL

CONTAINMENT

UNIT

ELEC. BOX WITH

RAISED LIGHT

PROJECT LIMITS

22.5

22.0

21.5

22.0

23.0

TYP.

B4049

X X

XXXXXX

X X

PROJECT LIMITS

E M

N P

12882698

CD100

C O

M M

F U

N G

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

FINAL SUBMISSION - 10-12-2023

7328491

SUPPORT TRA INING

MCAS CHERRY POINT, NC

1"=20'-0"SCALE:

10' 20' 40' 60'0

CIVIL DEMOLITION PLAN

PLAN

NORTH

1" = 20'

SHEET KEYNOTES

1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. SOIL SAMPLING AND TESTING ARE REQUIRED FOR ALL

SUBGRADE BELOW AREAS WHERE EXISTING FUEL PIPING IS

REMOVED AS SHOWN FOR THIS PROJECT. SOIL SAMPLING MUST

FOLLOW EPA METHOD 8015C WITH TESTING REQUIRED FOR TPH

DRO AND TPH GRO. REQUIRED FREQUENCY OF SAMPLES:

- ONE SAMPLE EVERY 20 LINEAR FEET OF SUBGRADE BENEATH

ALL FUEL PIPING AFTER PIPING DEMOLITION/ REMOVAL.

- ONE SAMPLE UNDER EACH DISTRIBUTION POINT (FILLER).

- SAMPLES TO BE STORED IN A STOCKPILE AWAY FROM

PROJECT AREA. COORDINATE LOCATION WITH ROICC AND

USER(S).

3. CONTRACTOR MUST REMOVE AND LEGALLY DISPOSE OF ALL

CONSTRUCTION AND DEMOLITION WASTE OFF OF GOVERNMENT

PROPERTY IN ACCORDANCE WITH FEDERAL, STATE, MCAS

CHERRY POINT, AND LOCAL REQUIREMENTS.

4. IF FREE PRODUCT IS ENCOUNTERED IN THE TRENCH, ALL WORK

IS TO STOP AND EAD NEEDS TO BE CONTACTED IMMEDIATELY.

5. PROTECT EXISTING MONITORING WELLS ON THIS SITE. REPORT

ANY DAMAGE TO ROICC AND REPAIR DAMAGE.

6. PERFORM DEMOLITION OF PAVING TO ACCESS EXISTING FUEL

PIPING FOR DEMOLITION AND TO MAKE ACCESS FOR

INSTALLATION OF NEW FUEL PIPING. PERFORM DEMOLITION

WITHOUT DISTURBING EXISTING BOLLARDS OR OTHER

INFRASTRUCTURE. IF BOLLARDS OR OTHER ITEMS ARE

DEMOLISHED OR DAMAGED, REPLACE WITH MATERIALS AND

CONSTRUCTION TO MATCH EXISTING.

1. SAW CUT AND REMOVE PAVEMENT AS REQUIRED TO REMOVE

UNDERGROUND FUEL PIPING AND ELECTRICAL ROUTING.

(SEE SHEETS ED101 AND EP101)

2. REMOVE BURIED DOUBLE WALL FUEL PIPING AND APPURTENANCES,

HANDLE, TRANSPORT AND DISPOSE OF OFFSITE PER ALL STATE AND

FEDERAL REGULATIONS. SAMPLE EXCAVATED SOILS AS PER NCDEQ SOIL

SAMPLING METHODS.

(SEE GENERAL SHEET NOTE 2 ABOVE AND DETAIL 8 ON C-500).

3. REMOVE AND DISPOSE BURIED ELECTRICAL (SEE ED101).

4. DISCONNECT AND REMOVE GAS BOY FUEL PUMPS AND OTHER

EQUIPMENT AND APPURTENANCES. STORE AND PROTECT FOR

REINSTALLATION. SAMPLE EXCAVATED SOILS AS PER NCDEQ SOIL

SAMPLING METHODS.

(SEE GENERAL SHEET NOTE 2 ABOVE AND DETAIL 8 ON C-500)

5. EXISTING LIGHT POLE TO REMAIN.

6. EXISTING CONCRETE BOLLARDS TO REMAIN.

7. REMOVE AND DISPOSE CONCRETE PAVEMENT TO EXISTING JOINTS.

EXISTING MONITORING WELLS TO BE PROTECTED.

8. SAW CUT, REMOVE, AND DISPOSE CONCRETE PAD AS REQUIRED TO

INSTALL AND CONNECT NEW FUEL PIPING AND ELECTRICAL.

9. EXISTING SIGNS AND FIRE EXTINGUISHER TO REMAIN.

KEY PLAN

PLAN

NORTH

1" = 100'

1"=100'-0"SCALE:

50' 100' 200' 300'

RIM 20.84'

RIM 21.33'

X X

XXXXXXXXXXXXXXXXXX

GAS PUMP

FUEL

TANK FUEL

TANK

WWWW

U P

METAL LID

RIM 22.36'

METAL LID

RIM 22.46'

METAL LID

RIM 22.38'

RAISED CONCRETE

FUEL ISLAND

LIGHT POLE

FUEL PUMP/

DISPENSE

(TYP)

MONITORING

WELL

22.5'

22.0

21.5

22.0

23.0 23.0

FUEL SPILL

CONTAINMENT

UNIT

ELEC. BOX WITH

RAISED LIGHT

PROJECT LIMITS

C-500

TYP.

1 1 C-500

TYP.

7 7 C-500

TYP.

7 7 C-500

TYP.

±21.89EX

±21.84EX

±21.82EX

±22.03EX

±21.97EX

±21.71EX

±21.67EX

±22.04EX

±22.32EX

±22.53EX

±21.94EX

±21.96EX

±22.05EX

±22.06EX

C-500

TYP.

B4049

X X

XXXXXX

X X

PROJECT LIMITS

C O

M M

F U

N G

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

FINAL SUBMISSION - 10-12-2023

7328491

SUPPORT TRA INING

MCAS CHERRY POINT, NC

12882699

CS100

1"=20'-0"SCALE:

10' 20' 40' 60'0

CIVIL SITE PLAN

PLAN

NORTH

1" = 20'

1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE

SYSTEM TO INCLUDE BUT NOT LIMITED TO NECESSARY

CONTROLS FOR THE PUMPS, EMERGENCY SHUT OFFS, AND ANY

OTHER FUEL/ GAS CODE REQUIRED SAFETY FEATURES.

1. ASPHALT PAVEMENT.

2. RAISED CONCRETE FUEL ISLAND WITH EXISTING GAS-BOY FUEL

PUMPS, LIGHT-POLE, SIGNAGE, AND FIRE EXTINGUISHER.

3. CONCRETE PAVEMENT WITH CONTROL JOINTS.

4. LOCATION OF FLEXIBLE UNDERGROUND FUEL SUPPLY PIPING

SYSTEM ROUTE. PIPING SYSTEM SHALL PROVIDE A DEDICATED

LINE FROM SINGLE EXISTING TANK TO EACH PUMP (SEE MP101).

5. LOCATION OF UNDERGROUND CONDUIT ROUTE FROM BUILDING

TO DISPENSERS AND TANKS/ TANK CONTROLS

(SEE ELECTRICAL PLANS).

6. PATCH CONCRETE PAD.

7. TEMPORARY INLET PROTECTION SEDIMENT TRAP

8. TRANSITION SUMP FOR FUEL LINE

SHEET KEYNOTES

1"=100'-0"SCALE:

50' 100' 200' 300'

KEY PLAN

PLAN

NORTH

1" = 100'

NOTE:

- ELECTRICAL CONDUIT AND FUEL PIPING

NOT SHOWN FOR CLARITY, REFER TO

MECHANICAL AND ELECTRICAL SHEETS

FOR ROUTING AND CONNECTIONS.

TYP. DROP INLET STRUCTURE

TEMPORARY INLET

PROTECTION SEDIMENT TRAP

(SILTSACK OR EQUAL)

TYP. DROP INLET METAL GRATE

C O

M M

F U

N G

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

FINAL SUBMISSION - 10-12-2023

7328491

SUPPORT TRA INING

MCAS CHERRY POINT, NC

12882700

C-500

NOT TO SCALE

12" 12"

WIDTH VARIES

MIN. MIN.

TACK COAT (TYP.)

NEW UTILITY

(PROVIDE TRACER WIRE/

MARKING TAPE PER SPECS)

ASPHALT

PAVEMENT

CUT TO NEAT

EDGE & PRIME

PRIOR TO PAVING

PIPE TRENCH (VARIES BASED

ON TYPE OF UTILITY)

NOTE:

TRENCH WIDTH VARIES BASED ON TYPE, SIZE AND DEPTH OF UTILITY. CONTRACTOR MUST

PROVIDE A TRENCH WIDTH REQUIRED FOR COMPLETE INSTALLATION AND/OR REMOVAL PER

SPECIFICATIONS. THE MINIMUM TRENCH WIDTH FOR ANY OPEN CUT IS 5 FEET.

TRENCH WIDTH VARIES

(SEE NOTE BELOW)

12"

MIN.

EDGE MILL (TYP.)

PROVIDE BEDDING PER

SPECIFICATIONS

ASPHALT PATCH

2" S9.5C

8" CRUSHED STONE

BASE COURSE (ABC)

COMPACTED SUBGRADE

3" I-19.0C (INTERMEDIATE

COURSE)

ASPHALT PAVEMENT

NOT TO SCALE

6" AGGREGATE BASE COURSE (ABC)

6" CONCRETE (650 PSI FLEXURAL STRENGTH)

TOP 12" OF SUBGRADE TO BE

COMPACTED TO 95% DRY DENSITY,

STANDARD PROCTOR

NOTES:

1.H = PAVEMENT THICKNESS

2.JOINT SPACING MUST BE INSTALLED PER PROJECT SPECIFICATIONS

SAWED CONTRACTION JOINT (CJ )

NOT TO SCALE

3/8"

5/16" ±1/16"

1/4"

3/4"

H /4

+1 /4

1/8"

SECOND

SAWCUT

FIRST

SAWCUT

1/2" DIA.

BACKER ROD

SILICONE SEALANT

DETAIL

NOTES:

1.H = PAVEMENT THICKNESS

2.JOINT SPACING MUST BE INSTALLED PER PROJECT SPECIFICATIONS.

EXPANSION JOINT (EJ )

NOT TO SCALE

3/4" 3/8"±1/16"

3/8"

H 3" TO 6"

PREFORMED

EXPANSION JOINT

MATERIAL

PER SPECIFICATIONS

H/2

SILICONE SEALANT

1/8" R

PREFORMED

EXPANSION JOINT

MATERIAL

CONTRACTION

JOINT

SEE DETAIL ABOVE

CONTRACTION

JOINT

REINFORCING

(WHERE

INDICATED)

C-500

THICKENED EDGE(TE)(TEJ)

NOT TO SCALE

C-500

5' MIN

H+3'' VARIES

STRUCTURE OR PAVEMENT INTERFACE. SEE

SIDEWALK AND PAVING

NOTES ON SHEET C-001

EXPANSION JOINT

WHERE INDICATED PAVEMENT OR SIDEWALK. SEE

PLAN SHEETS FOR SPECIFIC

MATERIAL TYPE

6" COMPACTED BASE

COURSE (ABC OR GCA)

APPROVED SUBGRADE

3" MIN FROM

EACH FACE

6X6 W2.1XW2.1

WELDED WIRE FABRIC (WWF)

C-500

12" 12"

WIDTH VARIES

MIN. MIN.

TACK COAT (TYP.)

EXISTING UTILITY

TO BE REMOVED

ASPHALT

PAVEMENT

CUT TO NEAT

EDGE & PRIME

PRIOR TO PAVING

EXCAVATED MATERIAL FOR

UTILITY REMOVAL TO REMAIN

ONSITE. AFTER REMOVAL OF

UTILITY, REPLACE EXCAVATED

MATERIAL IN TRENCH. INSTALL

IN LIFTS AND COMPACT PER

PROJECT SPECIFICATIONS.

TRENCH WIDTH VARIES

(SEE NOTE BELOW)

12"

MIN.

EDGE MILL (TYP.)

PROVIDE BEDDING PER

SPECIFICATIONS

PROVIDE COMPACTED

STRUCTURAL FILL OR ABC

STONE AS REQUIRED

BASED ON ANY VOID

CREATED BY REMOVED

UTILITY.

CONCRETE PAVEMENT

NOT TO SCALE

NEW UTILITY INSTALLATION

EXISTING UTILITY REMOVAL

TYP. CONCRETE PAVEMENT SECTION

NOT TO SCALE

TEMPORARY INLET PROTECTION SEDIMENT TRAP7

NOT TO SCALE

NCDEQ GUIDELINES FOR SAMPLING - SECTION 4.0 FIGURES 2 AND 38

Figure 2 - Volumes of Stockpiles

Note: These equations have been simplified for ease of calculation.

H = Height

W = Width L = Length Conical Stockpiles:

Volume = (H x L x W)/3

Rectangular Stockpiles - pointed crest:

Volume = (H x L x W)/2

Rectangular Stockpiles - flat topped:

Volume = H x [(L x W) - (2 x H x W)]

H = Height

W = Width L = Length

H = Height

W = Width L = Length

L > W > H

Figure 3 - Soil Stockpile Sampling Map (Example)

Stockpile Type: Rectangle, Flat-topped

Volume = 4 x [(21 x 11) - (2 x 4 x 11)] = 572 cubic yards where: Height (maximum) = 12 feet = 4 yards Length (maximum) = 63 feet = 21 yards Width (maximum) = 33 feet = 11 yards

Composite Samples 3 Primary Samples per core Sample Depths 1 core 1a 1’, 4’, 7’ core 1b 1’, 5’, 8’

2 core 2a 2’, 6’, 10’ core 2b 1’, 4’, 7’

3 core 3a 1’, 3’, 5’ core 3b 2’, 5’, 8’

NOTE: Each composite sample contains six primary samples, three from core “a” and three from core “b.”

3 b a b a b a

043801

TROY O . GRADY

SEAL

EENI GN

P R

OF E S S I ON

RT H CAROL I NA

L F

ILI

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

2246 Yaupon Dr.

Wilmington, NC

28401

Engineers, PLLC

FINAL SUBMISSION - 10-12-2023

L D

7328491

1. ALL MECHANICAL PIPING WORK SHALL BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL

CODES AND STANDARDS.

2. ALL DIMENSIONS AND ELEVATIONS FOR NEW EQUIPMENT, PIPING AND APPARATUS ARE APPROXIMATE AND ARE ONLY FOR CONTRACTOR'S GUIDANCE. CONTRACTOR SHALL SUBMIT DIMENSIONS AND ELEVATIONS VERIFIED IN THE FIELD.

PIPING INDICATED ON THE DRAWINGS, SECTIONS AND PROSPECTIVE VIEWS ARE SHOWN DIAGRAMMATICALLY. PIPE ELEVATIONS IN EXACT LOCATIONS SHALL BE DETERMINED BY THE INSTALLING CONTRACTOR AND DETAILED ON THE

SHOP DRAWINGS.

3. ALL DUCT DIMENSIONS INDICATED ON PLAN ARE CLEAR INSIDE DIMENSIONS. CONTRACTOR MUST ACCOUNT FOR THE

THICKNESS OF EXTERIOR INSULATION WHEN DETERMINING INSTALLATION CLEARANCES.

4. THE CONTRACTOR SHALL TEMPORARILY COVER ALL OPENINGS WITH A NON-COMBUSTIBLE MATERIAL, AND SEAL THEM AIR TIGHT TO PREVENT CONTAMINATION OF THE RESPECTIVE SYSTEMS DURING CONSTRUCTION.

5. CONTRACTOR SHALL REMOVE AND DISPOSE OF OFFSITE ALL DEMOLISHED WORK IN ACCEPTABLE AND SAFE MANNER

AND SHALL KEEP ALL NON-WORK AREAS CLEAN AND SAFE.

6. ALL EXISTING EQUIPMENT AND CONNECTIONS THAT NEED TO BE TEMPORARILY DEMOLISHED FOR RIGGING AND / OR INSTALLATION SHALL BE REINSTALLED AND BROUGHT BACK TO ORIGINAL CONDITIONS PRIOR TO TEMPORARY

REMOVAL.

7. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE

MADE WITHOUT APPROVAL.

TERMABBREVIATION

AIR MOVEMENT AND CONTROL ASSOCIATIONAMCA

AMPERE (AMP, AMPS)AMP

COEFFICIENT OF PERFORMANCECOP

DEGREEDEG OR º

DRY BULBDB

EXHAUST GRILLEEG

ELECTRONICALLY COMMUTATED MOTORECM

ENERGY EFFICIENCY RATIOEER

FANF

FAHRENHEITºF

HEIGHTHGT OR H

HORSEPOWERHP

HOUR(S)HR

INCHES WATER GAUGEIN.-WG

KILOWATTKW

LOUVERL

MAXIMUMMAX

1000 BTUHMBH

MINIMUMMIN.

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

OUNCEOZ

OUTSIDE AIROA

PERCENT%

POUNDSLBS

ROOF TOP UNITRTU

REVOLUTIONS PER MINUTERPM

SUPPLY AIRSA

SQUARESQ

UNIT HEATERUH

VOLT/PHASE/HERTZV/PH/HZ

WIDTHW

WET BULBWB

ADJUSTABLEADJ

EXTERNAL STATIC PRESSUREESP

FEETFT

INCHIN.

MINIMUM CIRCUIT AMPACITYMCA

MAXIMUM OVER CURRENT PROTECTIONMOCP

TRANSFER GRILLETG

ENTERING AIR TEMPERATUREEAT

LEAVING AIR TEMPERATURELAT

SQUARE-FEETSF

CUBIC FEET PER MINUTECFM

AMERICAN SOCIETY OF TESTING AND MATERIALSASTM

FULL LOAD AMPSFLA

TYPICALTYP

CONCRETE MASONRY UNITCMU

CAST IN PLACECIP

MEAN COINCIDENT WET BULBMCWB

1. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS FOR DEMOLITION REQUIREMENTS AND LAYOUT HIS WORK IN A COMPATIBLE AND COMPLEMENTARY MANNER. REMOVE ALL EQUIPMENT, PIPING, SUPPORTS, CONTROLS, ACCESSORIES, ETC..., AND MECHANICAL ITEMS MADE OBSOLETE BY THESE ALTERATIONS AS SHOWN IN THE MECHANICAL DRAWINGS. ALL ITEMS TO BE REMOVED OR MODIFIED MAY NOT BE SHOWN, HOWEVER, THIS CONTRACTOR SHALL REMOVE ANY MECHANICAL WORK AS REQUIRED BY THE CONSTRUCTION OR AS DIRECTED BY THE GOVERNMENT

CONTRACTING OFFICER. SURVEY THE AFFECTED AREAS BEFORE SUBMITTING A BID.

2. SCHEDULING OF DEMOLITION - COORDINATE SCHEDULING OF MECHANICAL DEMOLITION WORK WITH THE CONTRACTING OFFICER SO AS TO MINIMIZE DISRUPTION OF THE GOVERNMENT'S USE OF THE FACILITIES AND MAINTAIN THE CONSTRUCTION SEQUENCE. SEE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS CONCERNING

PHASING AND SEQUENCE OF WORK.

3. DEMOLISHED MATERIALS - UNLESS SPECIFICALLY REQUESTED BY THE GOVERNMENT, ALL DEMOLISHED MECHANICAL MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND

DISPOSED OF PROPERLY.

4. THESE DRAWINGS ARE COMPILED BY THE ENGINEER FROM THE GOVERNMENT'S AS-BUILT RECORD DRAWINGS AND LIMITED FIELD VERIFICATION OF EXISTING CONDITIONS FOR THE PURPOSE OF INDICATING THE WORK REQUIRED AND ARE BELIEVED TO BE CORRECT. NOTWITHSTANDING, THE CONTRACTOR SHALL VERIFY ALL PIPING, EQUIPMENT

LOCATIONS, DIMENSIONS AND ALL FIELD CONDITIONS AFFECTING HIS WORK.

5. WHERE MECHANICAL PIPING SYSTEMS PASS THROUGH THE DEMOLITION AREAS TO SERVE OTHER PORTIONS OF THE PREMISES, THEY SHALL REMAIN OR BE SUITABLY RELOCATED AND THE SYSTEM RESTORED TO NORMAL OPERATION.

ADVISE THE CONTRACTING OFFICER IMMEDIATELY IF SUCH CONDITIONS ARE UNCOVERED BEFORE PROCEEDING WITH

ADDITIONAL WORK.

6. PROTECT ALL EXISTING LIFE SAFETY SYSTEMS, FIRE ALARM AND PUBLIC ADDRESS SYSTEMS AND MAINTAIN THEM IN OPERATION THROUGHOUT THE PROGRESS OF THE WORK. NOTIFY THE CONTRACTING OFFICER IN WRITING IF SHUTDOWNS ARE REQUIRED PRIOR TO ANY OUTAGE OF SERVICE. WHERE THE DURATION OF A PROPOSED OUTAGE CANNOT BE TOLERATED BY THE GOVERNMENT, PROVIDE TEMPORARY CONNECTIONS AS REQUIRED MAINTAINING

SERVICE.

7. SURVEY THE AFFECTED AREAS BEFORE STARTING DEMOLITION AS ALL EXISTING CONDITIONS CANNOT BE

COMPLETELY DEPICTED ON THE DRAWINGS AND SOME UNUSUAL CONDITIONS EXIST.

8. IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED DURING DEMOLITION, CONTACT THE CONTRACTING OFFICER FOR

ASSISTANCE.

NOTE: ALL ABBREVIATIONS MAY NOT BE USED IN PROJECT.

HOT WATER COILHC

EXHAUST AIREA

RETURN AIRRA

SUPPLY GRILLESG

RETURN GRILLERG

VENT THROUGH ROOFVTR

MECHANICAL GENERAL NOTES:

MECHANICAL DEMOLITION NOTES:

MECHANICAL ABBREVIATIONS

MECHANICAL PIPE LEGEND

FUEL PIPINGG

FUEL PIPING - EXISTING(X)G

VENT PIPINGV

MECHANICAL PIPE SYMBOLS

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

45 DEGREE ELBOW DOWNor

45 DEGREE ELBOW SIDEor

45 DEGREE ELBOW UPor

ANGLE VALVE

BACKFLOW PREVENTERBFP

BALL VALVE SIDEor

BLOCK VALVE / SHUTOFF VALVE

BOILER BLOWDOWN VALVE (SUPPLIED WITH BOILER)

BOILER STOP CHECK VALVE

BUTTERFLY VALVE SIDEor oror

CHECK VALVE SIDEor

CIRCUIT SETTER

DOMESTIC WATER METERWM

DRAIN

ELBOW DOWNor

ELBOW SIDEor

ELBOW UPor

FLANGE

FLANGED STARTUP STRAINER

FLOW MEASURING ORIFICE

FLOW TRANSMITTERFT

GATE VALVE SIDE

GAUGE

GLOBE VALVE

PUMP END

PUMP SIDEor

PUMPor

SLIP ON FLANGE END

SLIP ON FLANGE SIDE

STEAM TRAPT

TEE BRANCH DOWNor

TEE END UPor

TEE SIDEor

TRIPLE DUTY VALVEor

WELD NECK FLANGE END

WELD NECK FLANGE SIDE

NOTE: ALL ITEMS LISTED MAY NOT BE USED IN THIS PROJECT.

RPZRPZ

10/05/2023

X X

XXXXXXXXXXXXXXXXX

GAS PUMP

FUEL

TANK FUEL

TANK

G G

043801

TROY O . GRADY

SEAL

EENI GN

P R

OF E S S I ON

RT H CAROL I NA

L F

ILI

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

2246 Yaupon Dr.

Wilmington, NC

28401

Engineers, PLLC

FINAL SUBMISSION - 10-12-2023

L D

7328491

1/16" = 1'-0" 0 16' 32'8'1 FLOOR PLAN

PLAN

NORTH

EXISTING FUEL DISPENSERS AND SUMP WILL BE REUSED.

EXISTING UNDERGROUND DOUBLE WALL FUEL PIPING TO BE DEMOLISHED AS

SHOWN TO EXISTING 2-1/2" UNION AT ABOVE GROUND STORAGE TANKS.

REMOVE AND DISPOSE PIPING OFF SITE, PER STATE FEDERAL AND LOCAL

REGULATIONS.

1. SEE CIVIL DRAWINGS FOR PAVEMENT SAW-CUT LOCATIONS AND INSTRUCTIONS.

M E

C H

A N

L D

E M

N P

12882702

MD101

10/10/2023

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

FUEL

TANK FUEL

TANK

W W W W W

W W W W

G G

V V

043801

TROY O . GRADY

SEAL

EENI GN

P R

O F E S S I ON

RT H CAROL I NA

L F

ILI

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

2246 Yaupon Dr.

Wilmington, NC

28401

Engineers, PLLC

FINAL SUBMISSION - 10-12-2023

L D

7328491

1/16" = 1'-0" 0 16' 32'8'1 SITE PLAN

PLAN

NORTH

PROVIDE FRP TRANSITION SUMP, SEE CIVIL DRAWINGS FOR MORE

INFORMATION.

DOUBLE WALL UL971 FLEXIBLE PIPE WITH 2-1/2" MINIMUM CARRIER PIPE AND

OUTER CONTAINMENT PIPE. SLOPE PIPING TOWARDS EXISTING DISPENSER

SUMP LOCATED UNDER EACH DISPENSER. EACH EXISTING ABOVE GROUND

STORAGE TANK SUPPORTS A SINGLE DISPENSER WITH DUAL PUMPS.

SEE DETAIL A3/M-501 FOR TIE-IN LOCATION AND PIPE ARRANGEMENT.

DOUBLE WALL UL971 FLEXIBLE PIPE WITH 3/4" MINIMUM CARRIER PIPE AND

OUTER CONTAINMENT PIPE. SLOPE TOWARDS EXISTING WATER-TIGHT

DISPENSER SUMP LOCATED UNDER EACH DISPENSER.

REFER TO CIVIL FOR CONCRETE CUT LINE.

M E

C H

A N

E L

12882703

MP101

1. SEE CIVIL DRAWINGS FOR PAVEMENT SAW-CUT LOCATIONS AND INSTRUCTIONS.

2. REFER TO CIVIL DRAWINGS FOR EXISTING UNDERGROUND PIPING LOCATIONS.

3. EACH EXISTING ABOVE GROUND STORAGE TANK SUPPORTS A SINGLE DISPENSER

WITH DUAL PUMPS.

EXISTING ABOVE

GROUND

STORAGE TANKS

EXISTING DISPENSER

WITH EXISTING

SUMPS BELOW

10/10/2023

043801

TROY O . GRADY

SEAL

EENI GN

P R

OF E S S I ON

RT H CAROL I NA

L F

ILI

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

2246 Yaupon Dr.

Wilmington, NC

28401

Engineers, PLLC

FINAL SUBMISSION - 10-12-2023

L D

7328491

NOT TO SCALEA3 EXISTING JP-5 TANK AND PUMPS DETAIL

WARNING

NO SMOKING

STOP MOTOR

IN CASE

OF FIRE

OR SPILL

EXISTING WATER TIGHT DISPENSER SUMP WITH

DISCRIMINATING SENSOR

PRESSURE REGULATOR VALVE. PIPE

VENT TO TOP OF STORAGE TANK.

3/4HP SUCTION PUMP, TYP

FIRE EXTINGUISHER, 4A 60 B:C TALL TYPE.

MOUNT FIRE EXTINGUISHER SIGN ON OTHER SIDE

EXISTING DISPENSER

REMOVE AND

REINSTALL AS NEEDED

STEEL ISLAND FORM

" M

. SLOPE

NEW WORKEXISTING

EXISTING 6" BOLLARD

EMERGENCY SHUT-OFF VAVLE

PROVIDE AND INSTALL TEE AT EXISTING TANK VENT PIPE.

TIE IN AT EXISTING UNION.

3/4" MINIMUM DOUBLE WALL UL971 FLEXIBLE

PIPE. SLOPE TOWARDS WATER-TIGHT

DISPENSER SUMP.

THERMAL

RELIEF VALVE

2-1/2" MINIMUM DOUBLE WALL UL971 FLEXIBLE PIPE. SLOPE PIPING

TOWARD DISPENSER SUMP. EACH EXISTING ABOVE GROUND STORAGE

TANK SUPPORTS A SINGLE DISPENSER WITH DUAL PUMPS.

PROVIDE 3/4" STEEL VENT PIPING FROM

RELOCATED PRESSURE REGULATORS TO

TANK VENT PIPE

NEW FRP TRANSITION SUMP

EXISTING FILL PIPE CONTAINMENT

BOX. REMOVE AND AN REINSTALL

AS NEEDED FOR CUTTING OF

CONCRETE.

SEAL PIPE PENETRATIONS WATER TIGHT, TYP

1. ALL PIPING BELOW GRADE IN CONTACT WITH SOIL TO BE DOUBLE WALL UL971

FLEXIBLE PIPE.

2. ALL PIPING EXPOSED AND ABOVE GRADE TO BE CARBON STEEL PIPE WITH HIGH

PERFORMANCE PROTECTIVE COATING.

023311

RCNLE

SEAL

EENI GN

P R

OF E S S I ON

RT H CAROL I NA

L F

ILI

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

2246 Yaupon Dr.

Wilmington, NC

28401

Engineers, PLLC

FINAL SUBMISSION - 10-12-2023

L D

7328491

L D

, A B

B R

E V

O N

S A

N D

L E

G E

N D

12882705

E-001

TYPICAL ABBREVIATIONS:

A, AMP AMPERE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BOF BOTTOM OF FIXTURE

BRKR BREAKER

C, CND CONDUIT

CAB CABINET

CAT CATALOG

CL CHLORINE

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

CP CONTROL PANEL

CR CONTROL RELAY, CORROSION RESISTANT

CS CONTROL SWITCH

CV CONTROL VALVE

CT CURRENT TRANSFORMER

CU COPPER

EF EXHAUST FAN

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EQ, EQIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EPRF EXPLOSION PROOF

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OTHERS

FLA FULL LOAD AMPS

FLUOR FLUORESCENT

FLR FLOOR

FWE FURNISHED WITH EQUIPMENT

GEN GENERATOR

G, GND GROUND

GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTO

HP HORSE POWER

HPF HIGH POWER FACTOR

HPS HIGH PRESSURE SODIUM

HTR HEATER

HV HIGH VOLTAGE

Hz HERTZ

IMC INTERMEDIATE METALLIC CONDUIT

INCAND INCANDESCENT

JB JUNCTION BOX

K THOUSAND

Kcmil THOUSAND CIRCULAR MILLS

KVA KILOVOLT AMPERE

KW KILOWATTS

KWH KILOWATT-HOURS

LP LIGHTING PANEL, LIGHT POLE

LTG LIGHTING

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTOR

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MH MANHOLE

MLO MAIN LUGS ONLY

MTD MOUNTED

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

N, NEUT NEUTRAL

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

P POLE

PA PUBLIC ADDRESS

PB PULL BOX, PUSH-BUTTON

PF POWER FACTOR

PH,ɸ PHASE

PLC PROGRAMMABLE LOGIC CONTROLLER

PNL PANEL

PP POWER PANEL, POWER POLE

PT POTENTIAL TRANSFORMER

PWR POWER

RECPT,RCP RECEPTACLE

REQ'D REQUIRED

RGS RIGID GALVANIZED STEEL CONDUIT

RM ROOM

RTU REMOTE TELEMETRY UNIT

SCR DC MOTOR DRIVE

SH SHEET

SM SURFACE MOUNTED

SPEC SPECIFICATION

SS SELECTOR SWITCH

SST STAINLESS STEEL

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCH GEAR

TEL TELEPHONE

TPS TWISTED PAIR SHIELDED

TVSS, SPD TRANSIENT VOLTAGE SURGE SUPPRESSER

TYP TYPICAL

UG, UGND UNDERGROUND

UH UNIT HEATER

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

V VOLTS

VFD VARIABLE FREQUENCY DRIVE

W WIRE, WATT

WH WATT-HOUR

WP WEATHERPROOF

XFMR TRANSFORMER

(X) EXISTING

ELECTRICAL LEGEND

PHOTOCELL, REMOTE MOUNTED, 120V, 10 SECOND TIME DELAY, UL WET LOCATION,

RATED FOR 1500 W @ 120 VAC AND 4000 W @ 277 VAC (FOR USE WITH LAMP SOURCE(S)

SHOWN.

CONDUIT, HOME RUN TO PANEL BOARD

POWER & SWITCH LEG

UNSWITCHED LEG

WEATHERPROOF SWITCH, SINGLE POLE 120/277 VAC, 20A, MOUNTED AT 46" AFF UNLESS

OTHERWISE NOTED.S WP

DISCONNECT SWITCH, FUSED, HEAVY DUTY, SIZE AS INDICATED ON DRAWINGS

##A = DISCONNECT SIZE / # = NUMBER OF POLES / # = NEMA RATING, / ##AF = FUSE SIZE

30A/3/4X

W/ 30AF

MANUAL MOTOR STARTER, ELECTRICAL CONTRACTOR SHALL COORDINATE POLES

AND SIZE WITH EQUIPMENT

## = AMPERAGE RATING WHEN INDICATED ON DRAWING

SM ##

(X)PANELBOARD, SURFACE OR RECESSED MOUNTED AS SHOWN. SIZE, RATINGS, AND

MOUNTING AS INDICATED ON PANEL SCHEDULE. CONTRACTOR IS RESPONSIBLE FOR

REQUIRED CLEARANCE IN FRONT OF ELECTRICAL PANEL. SEE NEC TABLE 110.26

WORKING SPACES FOR ADDITIONAL CLEARANCE CONDITIONS.

208/120V

480/277V

WALL MOUNTED 120V EMERGENCY OFF PUSH BUTTON WITH RED MUSHROOM STYLE HEAD

WITH MANUAL PULL REST, NORMALLY OPEN, WITH CLEAR PROTECTIVE COVER. MOUNTED

AT 46" AFF UNLESS OTHERWISE NOTED.

EPO

RECEPTACLE, DUPLEX, GROUND FAULT CIRCUIT INTERRUPTER TYPE, 120VAC, 20A, MOUNTED

16" AFF, UNLESS OTHERWISE NOTED. (SEE ELECTRICAL MOUNTING HEIGHT DETAIL)

HATCHING INDICATES ITEMS TO BE DEMOLISHED. REMOVE DEVICE, EQUIPMENT, FIXTURE

INDICATED, CIRCUIT, AND CONDUIT BACK TO SOURCE UNLESS OTHERWISE NOTED.

DEMOLITION KEY NOTE SYMBOL

KEY NOTE SYMBOL

FIXTURE DESIGNATION

HAND HOLE, IN GRADE, TIER 22 HEAVY TRAFFIC RATING

JUNCTION BOX - WPJ WP

UGP

(X)UGP

UNDERGROUND POWER AND CONTROL CONDUIT AND CONDUCTORS

UNDERGROUND POWER AND CONTROL CONDUIT AND CONDUCTORS - EXISTING

C C CONTROL CABLE CONDUIT

"EQUIPMENT NAME"

SOURCE: PANEL "###"

SOURCE LOCATION "###"

RATING: ### AMPS

VOLTAGE: 120/208V, 3Ø, 4WRATING DESIGNATION 1/4"

WHITE ENGRAVED LETTERS

SOURCE DESIGNATION 1/4"

WHITE ENGRAVED LETTERS

LENGTH AS REQUIRED

EQUIPMENT DESIGNATION 3/8"

WHITE ENGRAVED LETTERS

VOLTAGE & PHASE DESIGNATION

1/4" WHITE ENGRAVED LETTERS

MACHINE SCREW WITH ACORN

NUT AND LOCKWASHER, TYP.

SOURCE LOCATION DESIGNATION

1/4" WHITE ENGRAVED LETTERS

NOTE: SEE SPECIFICATIONS FOR NAMEPLATE

MATERIAL AND ENGRAVING COLORS.

NOT TO SCALEC1 TYPICAL EQUIPMENT NAMEPLATE DETAIL

E-XXX

DETAIL, SECTION OR

PLAN NUMBER

DRAWING SHEET PLAN,

DETAIL OR SECTION

APPEARS ON

E-XXX

ENLARGED PLAN ELEVATION

POLE MOUNTED DUAL HEAD LIGHT FIXTURES

EMERGENCY

SHUT-OFF

PUSH

LIFT HERE

ENGRAVED FACEPLATE AS INDICATED

NON-ILLUMINATED MUSHROOM TYPE PUSHBUTTON

- NORMALLY CLOSED/PUSH TO OPEN-TURN OFF -

PULL TO RESET

MOUNT 60" TO CENTER

CLEAR FLIP-UP COVER

NOT TO SCALEB1 EMERGENCY FUEL OFF "EFO" BUTTON DETAIL

NOTES:

1. HOUSING SHALL BE A POLYMER CONCRETE REINFORCED WITH A

HEAVY WEAVE FIBERGLASS.

2. BOX AND COVER SHALL CONFORM TO TIER 22 REQUIREMENTS.

3. PROVIDE STAINLESS STEEL BOLTS AND INSERTS.

4. PROVIDE WITH (IN & OUT) 3/4" AND 1" MOUSEHOLES, SEE DRAWINGS

FOR CONDUIT SIZES.

5. PROVIDE LABEL "ELECTRICAL" & "FUEL CONTROLS" FOR HANDHOLES.

FINISH GRADE

TIER 22 RATED POLYMER

CONCRETE RING AND

HANDHOLE

SWEEP ELBOW

GRAVEL DRAIN FILL

LIFTING EYE

CAST IN I.D., LABELED

"ELECTRICAL" OR

"FUEL CONTROLS"

" M

24" MIN

NOT TO SCALEA1 HAND HOLE DETAIL

SEAL OFF IN

HANDHOLE -

TYP.

FUEL DISPENSER

CONTACTOR "FDSP",

6-POLE 20A CONTACTS,

120VAC COIL

ELECTRICAL HELD

'EFO'

PUSHBUTTON

CKT PPA1-36 120VAC

20A

DISPENSER #1 PHASE

CONDUCTOR

20A

PANEL "PPA1"

CKT 38 -120VAC 1Ø

20A

(H) (N)

MOUNTED ON

NOT TO SCALEA2 FUEL DISPENSER CONTACTOR (ELECT. HELD)

PANEL "PPA1"

NEUTRAL BUS

DISPENSER #1

NEUTRAL CONDUCTOR

DISPENSER #1

PANEL "PPA1"

CKT 40 - 120VAC 1Ø

PANEL "PPA1"

NEUTRAL BUS

PANEL "PPA1"

NEUTRAL BUS

DISPENSER #2 PHASE

CONDUCTOR

DISPENSER #2

NEUTRAL CONDUCTOR

DISPENSER #2

VEEDER ROOT FUEL

CONTROLLER PHASE

CONDUCTOR

DISPENSER #1

NEUTRAL CONDUCTOR

VEEDER-ROOT

FUEL CONTROLLER

PANEL "PPA1"

CKT 36 - 120VAC 1Ø

RCNLE

SEAL

EENI GN

P R

OF E S S I ON

RT H CAROL I NA

L F

ILI

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

2246 Yaupon Dr.

Wilmington, NC

28401

Engineers, PLLC

FINAL SUBMISSION - 10-12-2023

L D

7328491

L D

E M

N A

N D

G E

N E

R A

L N

12882706

E-002

ELECTRICAL GENERAL NOTES

1. ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH NFPA 70, SPECIFICALLY INCLUDING

ART. 500, 501, THE NORTH CAROLINA STATE BUILDING CODE, ALL LOCAL CODES AND ORDINANCES AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.

2. ALL EQUIPMENT PROVIDED BY THE CONTRACTOR SHALL BE LISTED AND LABELED BY A

NATIONALLY-RECOGNIZED TESTING AGENCY, ACCEPTABLE TO THE AUTHORITY HAVING

JURISDICTION, FOR THE CONDITIONS OF INSTALLATION. ALL MATERIAL, EQUIPMENT AND DEVICES

SHALL BE NEW CURRENT PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE

PRODUCTION OF SUCH PRODUCTS. EQUIPMENT SHALL BE SUITABLE FOR ITS APPLICATION (E.G.

WHEN INSTALLED OUTDOORS, IT SHALL BE WEATHERPROOF, ETC.)

3. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR WORK

REQUIREMENTS, THE AMOUNT OF SPACE AVAILABLE FOR ELECTRICAL EQUIPMENT, AND LAYOUT

HIS WORK IN A COMPATIBLE AND COMPLEMENTARY MANNER.

4. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THOROUGHLY FAMILIARIZING HIMSELF WITH

ANY CONTRACTUAL REQUIREMENTS AS MAY BE SET FORTH IN THE OTHER DIVISIONS OF THE

PROJECT SPECIFICATIONS.

5. UNLESS SPECIFICALLY NOTED OTHERWISE, SYSTEMS PROVIDED OR INSTALLED BY THE

ELECTRICAL CONTRACTOR SHALL BE COMPLETE AND FULLY-FUNCTIONING AFTER INSTALLATION.

INCIDENTAL COMPONENTS MAY NOT BE SHOWN, AND ALL WORK WHICH MAY BE REASONABLY

IMPLIED AS BEING INCIDENTAL TO THIS WORK, BUT REQUIRED FOR THE PROPER OPERATION OF

THE EQUIPMENT OR SYSTEM, SHALL BE PROVIDED BY THE CONTRACTOR AND INCLUDED IN THE

BID. ADDITIONAL CIRCUITS SHALL BE INSTALLED WHEREVER NEEDED TO CONFORM TO THE

SPECIFIC REQUIREMENTS OF EQUIPMENT.

6. THE WORK SHALL INCLUDE COMPLETE TESTING OF ALL EQUIPMENT AND WIRING AT THE

COMPLETION OF WORK AND ANY MINOR CORRECTIONS, CHANGES OR ADJUSTMENTS NECESSARY

FOR THE PROPER FUNCTIONING OF THE SYSTEM AND EQUIPMENT.

7. ALL EQUIPMENT SHOWN DOTTED OR DASHED IS BY OTHERS OR IS EXISTING, AS NOTED.

8. ALL ELECTRICAL EQUIPMENT SHALL, AT ALL TIMES DURING CONSTRUCTION, BE ADEQUATELY

PROTECTED AGAINST MECHANICAL INJURY, OR DAMAGE BY WATER AND/OR THE ELEMENTS.

ELECTRICAL EQUIPMENT SHALL NOT BE STORED OUT OF DOORS, BUT SHALL BE STORED IN DRY

PERMANENT SHELTERS. IF AN APPARATUS HAS BEEN DAMAGED, OR HAS BEEN SUBJECT TO

POSSIBLE INJURY BY WATER OR THE ELEMENTS, SUCH DAMAGE SHALL BE REPLACED AT NO

ADDITIONAL COST.

9. DO NOT SCALE ELECTRICAL DRAWINGS. FIELD VERIFY ALL DIMENSIONS.

10. CIRCUIT LAYOUTS ARE NOT INTENDED TO SHOW THE NUMBER OF FITTINGS, OR OTHER

INSTALLATION DETAILS. UNLESS NOTED OTHERWISE, THE EXACT ROUTING OF FEEDER AND

BRANCH CIRCUIT RACEWAYS AND CABLES IS THE RESPONSIBILITY OF THE CONTRACTOR. RISER

AND GENERAL CIRCUIT ARRANGEMENTS ARE SHOWN SCHEMATICALLY/DIAGRAMMATICALLY ONLY.

THE CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY THE CONDITIONS OF THE

INSTALLATION.

11. UNLESS DIMENSIONED, DEVICE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE.

ADJUST EXACT LOCATIONS AS REQUIRED TO SERVE THE INTENDED PURPOSE AND TO AVOID

CONFLICTS AND INTERFERENCES WITH OTHER TRADES. EXACT DEVICE LOCATIONS SHALL BE AS

INDICATED ON THE DRAWINGS OR AS DIMENSIONED. IF NOT SHOWN ON THE DRAWINGS OR

DIMENSIONED ON THE ELECTRICAL DRAWINGS, VERIFY EXACT LOCATION WITH THE CONTRACTING

OFFICERPRIOR TO ROUGH-IN.

12. CONDUIT TERMINATING IN PRESSED STEEL BOXES SHALL HAVE DOUBLE LOCKNUTS AND

INSULATED BUSHINGS. CONDUITS TERMINATING IN GASKETED ENCLOSURES SHALL BE

TERMINATED WITH GROUNDING TYPE CONDUIT HUBS.

13. BRANCH CIRCUIT HOMERUNS SHOWN ON DRAWINGS INDICATE PHASE CONDUCTORS, NEUTRAL, EQUIPMENT GROUND CONDUCTORS AS REQUIRED. ADDITIONAL CONDUCTORS REQUIRED FOR

CONTROL SHALL BE INCLUDED EVEN IF NOT EXPLICITLY SHOWN.

14. SEAL ALL CONDUIT OPENINGS THROUGH EXTERIOR BUILDING WALLS WATERTIGHT.

15. IN WET LOCATIONS AND EXTERIOR, ALL WIRING DEVICES SHALL BE WEATHER-RESISTANT LISTED

WITH WEATHERPROOF WHILE IN USE COVER.

16. ALL RACEWAYS SHALL BE CONCEALED WHERE POSSIBLE. IF APPLICABLE, MATCH EXISTING

RACEWAY INSTALLATION METHODS AND ROUTINGS AT OR NEAR EXISTING FACILITIES.

17. INSTALL EXPOSED RACEWAYS PARALLEL TO OR AT RIGHT ANGLES TO NEARBY SURFACES OR

STRUCTURAL MEMBERS, AND FOLLOW THE SURFACE CONTOURS AS MUCH AS POSSIBLE. NO

DIAGONAL RUNS WILL BE ALLOWED. ALL CONDUITS SHALL BE RUN STRAIGHT AND TRUE. RUN

PARALLEL OR BANKED RACEWAYS TOGETHER ON COMMON SUPPORTS WHERE PRACTICAL. MAKE

BENDS IN PARALLEL OR BANKED RUNS FROM SAME CENTERLINE TO MAKE BENDS PARALLEL.

18. PROVIDE AND PLACE ALL SLEEVES FOR CONDUITS PENETRATING WALLS, FLOORS, PARTITIONS, ETC. LOCATE ALL NECESSARY SLOTS FOR ELECTRICAL WORK AND FORM BEFORE CONCRETE IS

POURED.

19. PATCHING OF WATERPROOFED SURFACES SHALL RENDER THE AREA…

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 Aug 6, 2025.