7359188 DrawingsAsOne.pdf

PDF 7 MB Posted Aug 11, 2025

Attached to: Project No. 7359188 Repair Magazines 4913, 4914, and 4915
Solicitation number: N400857359188
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 11, 2025

This document is a set of design and engineering drawings for a repair project at Marine Corps Air Station Cherry Point in North Carolina. The project involves repairing various missile magazines (specifically magazines 4913, 4914, and 4915) and includes civil engineering details such as site grading, erosion control, waterproofing, and landscaping. The work order number is 7359188, and the final design was submitted on 10-29-2023 by Naval Facilities Engineering Command MidAtlantic.

The drawings provide comprehensive technical specifications for the repair, including removing and replacing waterproofing systems, installing compacted structural fill, grading and sodding slopes, implementing erosion control measures, and managing construction waste. Key requirements include maintaining positive drainage, using specific soil compaction standards, installing silt fences, managing concrete washouts, and following environmental protection guidelines. The project emphasizes careful site restoration, with detailed instructions for ground stabilization, materials handling, and landscaping to ensure minimal environmental impact and a professional finish.

View the file

Other files

File	Type	Posted
7359188 AMENDMENT 0002.pdf	PDF	Aug 27, 2025
7359188 Site Visit Pictures_Redacted.pdf	PDF	Aug 20, 2025
7359188 AMENDMENT 0001.pdf	PDF	Aug 20, 2025
7359188 SpecsAsOne.pdf	PDF	Aug 11, 2025
N400857359188 RFP.pdf	PDF	Aug 11, 2025

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ACCESS ROAD

RAN

ROAD

N D

RIV

ROOSEVELT BOULEVARD

E R

D U

R O

ACCESS ROAD

SLOCUM ROAD

RANG

E RO

GASTON ROAD

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

REPAIR VARIOUS MISSILE MAGAZINES

WO# 7359188

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

I T

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

12925889

G-001

US 74 & 76

INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 12925889 1 COVER SHEET & INDEX

G-002 12925890 2 GENERAL NOTES

EXISTING CONDITIONS

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

VF101 129258891 3 CIVIL EXISTING CONDITIONS PLAN - 1

CIVIL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

C-001 12925892 6 CIVIL GENERAL NOTES, LEGEND, AND ABBREVIATIONS

CD101 12925893 7 CIVIL DEMOLITION PLAN - 1

CG101 12925894 10 CIVIL SITE AND GRADING PLAN - 1

CG151 12925895 13 CIVIL EROSION CONTROL PLAN - 1

C-501 12925896 16 CIVIL DETAILS - 1

C-502 12925897 17 CIVIL DETAILS - 2

C-503 12925898 18 CIVIL DETAILS - 3

C-504 12925899 19 CIVIL DETAILS - 4

4913, 4914, 4915

MAGAZINES

FINAL DESIGN

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

SEE PHASED CONSTRUCTION REQUIREMENT NOTES ON SHEET G-002

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%%UMCAS

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%%UOAK GROVE

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NORTH

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%%UCHERRY POINT

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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APPROVED

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SEAL

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A/E INFO

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EPROJECT NO.:

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WEB

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WEB

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MTH

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

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G E

N E

R A

L N

12925890

G-002

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL SUBMISSION 10-29-2023

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).

PHASED CONSTRUCTION REQUIREMENT NOTES

WORK MUST BE PERFORMED IN THE FOLLOWING SEQUENCE. WORK ON EACH MAGAZINE MUST BE COMPLETED AND ACCEPTED BY THE CONTRACTING OFFICER (ROICC), PRIOR TO COMMENCING ANY WORK ON THE NEXT MAGAZINE. THE CONTRACTOR CANNOT BEGIN WORK ON THE NEXT MAGAZINE UNTIL APPROVAL IS OBTAINED FROM THE CONTRACTING OFFICER, AND THE EMPTIED MAGAZINE IS TURNED OVER TO THE CONTRACTOR. EACH

PHASE IS A SEPARATE CLIN.

(PHASE 3) - MAGAZINE 4913, 4914, and 4915

FOR ALL SITES, THE CONTRACTOR NEEDS TO BE AWARE OF THE GROUNDING GRID LOCATIONS AND MUST AVOID DAMAGING THEM. IF ANY GRID IS DAMAGED, THE CONTRACTOR MUST REPAIR THE DAMAGE AND RECERTIFY THE ENTIRE SYSTEM(S). THE REPAIRS MUST BE MADE BY A QUALIFIED COMPANY/ PERSON AND THE ENTIRE SYSTEM(S) WILL NEED TO BE RE-CERTIFIED BY A QUALIFIED COMPANY/ PERSON. CONFORM TO NAVSEA OP 5, 8TH REVISION, CHAPTER 5 AND NFPA 780.

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7359188

CONTROL

POINT 303

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POINT 300

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POINT 301

CONC. DRIVE

VENTILATOR

APPROX. LIMITS OF

MAGAZINE (TYP)

VENTILATOR

SD SD

EX. UNDERDRAIN

SYSTEM

EX. UNDERDRAIN

SYSTEM

EX. UNDERDRAIN

SYSTEM

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O N

S P

12925891

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SURVEY NOTES

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:

300 303 N: 434439.6761' N: 434827.3508' E: 262432.988' E: 2623444.8004'

ELEV: 28.7294' ELEV: 28.3847'

301 304 N: 434442.6761' N: 434728.3443' E: 2623583.979' E: 2623350.5478'

ELEV: 28.2499' ELEV: 47.4653'

N: 434628.1286' E: 2623495.8917'

ELEV: 29.4651'

1. SEE SHEETS C-001 AND C-002 FOR CIVIL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

2. MECHANICALLY CLEAN ALL EXISTING SUBDRAIN SYSTEM PIPING AND OUTLETS. DRAIN SYSTEM BEGINS AT TRENCH

DRAIN(S) AT MAGAZINE DOOR(S).

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL SUBMISSION 10-29-2023

MAGAZINES 4913, 4914, AND 4915

PLAN

NORTH

1" = 20'

CIVIL EXISTING CONDITIONS PLAN

1"=20'-0"SCALE:

10' 20' 40' 60'0

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7359188

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL SUBMISSION 10-29-2023

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 VF101 TO VF103 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. ALL CUT OR FILL SLOPES MUST BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.

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

ALL TIMES.

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 GREATER THAN 1.0 ACRE. A LAND DISTURBANCE PERMIT IS 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. DIMENSIONS AND GRADES SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IN WRITING IF DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH

CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES.

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

5. 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.

6. 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.

SEQUENCE OF LAND DISTURBANCE:

1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK.

2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.

3. INSTALL TEMPORARY SILT FENCE AND SILT FENCE ROCK OUTLETS.

4. PROVIDE TEMPORARY INLET PROTECTION AT EXISTING INLETS/ PIPES.

5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL

EVENT (1.0" OR GREATER).

6. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, IN ALL AREAS THAT ARE TO BE LEFT IDLE FOR

MORE THAN 14 DAYS.

7. PERMANENT GRASS MUST BE INSTALLED PER PROJECT SPECIFICATIONS FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND REPLACE TO ESTABLISH A VIGOROUS STAND OF GRASS. TEMPORARY IRRIGATION

MAY BE REQUIRED UNTIL GRASS IS FULLY ESTABLISHED.

8. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM SILT FENCE AND OTHER EROSION CONTROL MEASURES. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL

EROSION CONTROL MEASURES.

9. CONTRACTOR IS RESPONSIBLE FOR SPREADING EXCAVATED SPOILS ON SITE AND GRADE WITH SMOOTH TRANSITIONS TO MATCH EXISTING GRADE. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE AT ALL AREAS. ALL IN ACCORDANCE WITH

ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

ABBREVIATIONS

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

W WEST

W/BW WITH BARBED WIRE

WV WATER VALVE

WW WING WALL

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

VIEW TITLE

1" = 20'

PLAN

NORTH

CONCRETE

SURVEYOR BENCHMARK

SYMBOL LEGEND

DESCRIPTION DEMO PROPOSEDEXISTING

CONTOURS (MAJOR)

CONTOURS (MINOR) 19.0'

20.0'

19.0'

20.0'

19.0'

20.0'

TREE LINE

E N

E R

A L

N O

, L E

G E

N D

, A N

D A

B B

R E

N S

12925892

C-001

RIP-RAP APRON

PVC DRAIN PIPE \ \ \ \ \ \ \ \ \ \

TEMPORARY SILT FENCE

ROCK OUTLET

TEMPORARY

CONSTRUCTION ENTRANCE

TEMPORARY INLET

PROTECTION

TEMPORARY SILT FENCE

TEMPORARY COIR

WATTLE W W

AREA OF REMOVAL

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DRAWFORM REVISION: 10 MARCH 2009

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FOR COMMANDER NAVFAC

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WEB

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WEB

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MTH

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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CONC. DRIVE

VENTILATOR

APPROX. LIMITS OF

MAGAZINE (TYP)

VENTILATOR

SD SD

EX. UNDERDRAIN

SYSTEM

EX. UNDERDRAIN

SYSTEM

EX. UNDERDRAIN

SYSTEM

2 1 C-501

TYP.TYP.TYP.TYP.TYP.TYP.

E M

N P

12925893

CD101

1. REMOVE SOD AND VEGETATION AND TOPSOIL AND SUBGRADE TO 6" DEPTH. DISC AND COMPACT 12" OF REMAINING

SUBGRADE TO 95%. PROVIDE CLEAN, EVEN CUT LINES IN SOD AT BOTTOM OF SLOPES.

2. REMOVE DETERIORATED WATERPROOFING SYSTEM (SEE DETAIL SHEET C-501).

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

2. LOCATION OF UNDERDRAIN SYSTEM IS APPROXIMATE, BASED OFF OF AS-BUILTS. CONTRACTOR TO VERIFY IN FIELD THE

LOCATION OF UNDERDRAIN SYSTEM.

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL SUBMISSION 10-29-2023

MAGAZINES 4913, 4914, AND 4915

PLAN

NORTH

1" = 20'

CIVIL DEMOLITION PLAN

1"=20'-0"SCALE:

10' 20' 40' 60'0

AutoCAD SHX Text A

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MTH

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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U.S. MARINE CORPS AIR STATION

AutoCAD SHX Text

CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7359188

CONC. DRIVE

VENTILATOR

APPROX. LIMITS OF

MAGAZINE (TYP)

VENTILATOR

SD SD

EX. UNDERDRAIN

SYSTEM

EX. UNDERDRAIN

SYSTEM

EX. UNDERDRAIN

SYSTEM

CONC. DRIVE

VENTILATOR

APPROX. LIMITS OF

MAGAZINE (TYP)

VENTILATOR

SD SD

EX. UNDERDRAIN

SYSTEM

EX. UNDERDRAIN

SYSTEM

EX. UNDERDRAIN

SYSTEM

2:1

A N

D G

R A

G P

12925894

CG101

1. REPAIR WATERPROOFING SYSTEM (SEE DETAIL 1/C-501); FULL LENGTH OF WALL.

2. INSTALL COMPACTED STRUCTURAL FILL AS REQUIRED TO FILL IN HOLLOWS/ SUBSIDED OR SUNKEN AREAS, COMPACTED TO 95%. PROVIDE SMOOTH EVEN GRADES AND POSITIVE DRAINAGE. INSTALL 6" OF TOPSOIL, COMPACTED TO 90% PRIOR TO SOD. PROVIDE SMOOTH TIE-IN TO MATCH EXISTING GRADES AT BOTTOM OF SLOPES AND PROVIDE POSITIVE

DRAINAGE; ALL PER PROJECT SPECIFICATIONS.

3. ENSURE TOPSOIL AND SUBGRADE ARE PROPERLY COMPACTED AND GRADED TO EVEN SURFACES WITH POSITIVE SLOPES AND BLENDED TO EXISTING ADJACENT SURROUNDING GRADES AT BOTTOM OF SLOPES. SOD ALL SURFACES

AND BLEND TO FLUSH, CLEAN CUT LINES IN EXISTING SOD AT BOTTOM OF SLOPES.

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

2. GRADING SHALL BE PERFORMED IN A MANNER THAT PROVIDES TRACK LINES PARALLEL TO THE SLOPE AND CONTOURS

TO PREVENT CREATING OF RILLS AND OTHER WASHOUTS.

3. EMBANKMENTS TO BE RECONSTRUCTED IN COMPACTED LIFTS TO THE FINAL ELEVATION AFTER WATERPROOFING

SYSTEM HAS BEEN REPAIRED/ REPLACED.

4. PROVIDE TEMPORARY WATERING, REPAIR OF ERODED AREAS, REPLANTING, ETC., AS REQUIRED BY LANDSCAPE

ESTABLISHMENT SPECIFICATION 32 05 33.

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL SUBMISSION 10-29-2023

MAGAZINES 4913, 4914, AND 4915

PLAN

NORTH

1" = 20'

CIVIL SITE AND GRADING PLAN

1"=20'-0"SCALE:

10' 20' 40' 60'0

C-501

TYP

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AutoCAD SHX Text

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AutoCAD SHX Text 7359188

CONC. DRIVE

VENTILATOR

APPROX. LIMITS OF

MAGAZINE (TYP)

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SD SD

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SYSTEM

EX. UNDERDRAIN

SYSTEM

EX. UNDERDRAIN

SYSTEM

2:1

C-500

R O

N C

O N

L P

12925895

CG151

1. TEMPORARY SILT FENCE

2. TEMPORARY SILT FENCE ROCK OUTLET

3. TEMPORARY CONSTRUCTION ENTRANCE. CONTRACTOR TO COORDINATE LOCATION WITH CONTRACTING OFFICER AND

INSTALL AS PER PROJECT SPECIFICATIONS.

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

2. GRADING SHALL BE PERFORMED IN A MANNER THAT PROVIDES TRACK LINES PARALLEL TO THE SLOPE AND CONTOURS

TO PREVENT CREATING OF RILLS AND OTHER WASHOUTS.

3. EMBANKMENTS TO BE RECONSTRUCTED IN COMPACTED LIFTS TO THE FINAL ELEVATION AFTER WATERPROOFING

SYSTEM HAS BEEN REPAIRED/ REPLACED.

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL SUBMISSION 10-29-2023

MAGAZINES 4913, 4914, AND 4915

PLAN

NORTH

1" = 20'

CIVIL EROSION CONTROL PLAN

1"=20'-0"SCALE:

10' 20' 40' 60'0

AutoCAD SHX Text A

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PM/DM

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CHIEF ENG/ARCH

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AutoCAD SHX Text 7359188

REMOVE LOOSE, DAMAGED

WATERPROOFING MATERIAL AND

DRAINAGE BOARD SYSTEM DOWN TO

SOUND WATERPROOFING SYSTEM;

SCRAPE AND REMOVE RESIDUE AND

PREPARE A CLEAN SURFACE

REMOVE SOIL 3' WIDE x 18" DEEP OR AS

REQUIRED TO EXPOSE SOUND

WATERPROOFING SYSTEM ALONG ENTIRE

REAR SIDE OF CONCRETE RETAINING

WALL

EXISTING CONCRETE

MAGAZINE STRUCTURE FRONT

WALL

REMOVE EXISTING COUNTERFLASHING

AND JOINT SEALANT, SCRAPE SURFACE

CLEAN

1' -6

-4

DETACH GROUNDING SYSTEM FROM

EXISTING METAL FLASHING (STORE

HARDWARE FOR REUSE)

DRAINAGE BOARD AND

WATERPROOFING MEMBRANE SYSTEM;

OVERLAP & SEAL TO EXISTING

MEMBRANE

CLEAN GRANULAR FILL AND SOD,

COMPACT AS PER PROJECT

SPECIFICATIONS

METAL COVER FLASHING /

TERMINATION BAR AND

JOINT SEALANT

EXISTING CONCRETE

MAGAZINE STRUCTURE FRONT

WALL

CONTINUE WATERPROOFING

MEMBRANE UP BEHIND METAL COVER /

CAP FLASHING

STAINLESS STEEL FASTENERS MAX 12" OC

CONTINUOUS SEALANT

GROUNDING SYSTEM (MATCH ORIGINAL ORIENTATION)

8" M

U M

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL SUBMISSION 10-29-2023

12925896

C-501

TYP. WATERPROOFING MEMBRANE SYSTEM DETAIL

NOT TO SCALE

DEMOLITION DETAIL REPAIR DETAIL

NCDOT #5

WASHED

STONE

24"

16" 24"

19-GAUGE HARDWARE

CLOTH (14" MESH OPENINGS)

SECURED TO TOP, MIDDLE

AND BOTTOM OF POST.

NCDOT #5

WASHED STONE

NOTES:

1. INLET PROTECTION SHALL BE CONSTRUCTED AND

MAINTAINED IN ACCORDANCE WITH SECTION 6.51 OF THE

NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL.

A'A'

24" EXTENSION

OF WIRE MESH

UNDER GRAVEL

FOR ANCHORING.

POSTS SHALL BE SPACED

EVENLY AROUND PERIMETER W/

4' MAX SPACING. LARGER BOXES

MAY REQUIRE MORE THAN FOUR

POSTS.

UNIFORMLY

GRADE SHALLOW

DEPRESSION

APPROACHING

INLET (ALL SIDES)5' LG. MIN STANDARD "T" POST

(1.25 LB/FT OR HEAVIER.

TEMPORARY INLET PROTECTION

NOT TO SCALE4

TEMPORARY SILT FENCE

NOT TO SCALE

EXTENSION OF

FABRIC AND WIRE

INTO TRENCH

FILTER

FABRIC

- 8'-0" MAX. WITH WIRE REINFORCEMENT AND

STANDARD STRENGTH FITLER FABRIC

- 6'-0" MAX. WITHOUT WIRE REINFORCEMENT AND

EXTRA STRENGTH FILTER FABRIC

5' MIN. STANDARD

"T" POSTS, 1.25 LB/LF

OR HEAVIER

WIRE REINFORCEMENT

14 GAUGE STEEL

WIRE 6" OPENINGS

SYNTHETIC FILTER FABRIC AT

LEAST 95% POLYOLEFIN OR

POLYESTER BY WEIGHT.

FABRIC MUST CONTAIN UV

INHIBITORS & STABILIZERS TO

PROVIDE MIN. 6 MONTHS OF

USE

DIRECTION OF FLOW

NOTES:

1. SILT FENCE MATERIAL MUST MEET OR EXCEED ASTM D 6461

2. SILT FENCE MUST BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.62 OF THE NCDEQ

EROSION CONTROL PLANNING AND DESIGN MANUAL.

STEEL POSTCOMPACTED

FILL

10'

SILT FENCE

1.5'

PLAN VIEW

±10'

SILT FENCE

#5 WASHED STONE

SILT FENCE ROCK OUTLET

NOT TO SCALE

SECTION VIEW

MAINTENANCE

NOTES

FERTILIZATION/ FERTILIZATION/ACRE

UNWEATHERED; AVOID WEEDS

QUALITY

DRY, UNCHOPPED,

TEMPORARY SEEDING

MULCHING MATERIALS AND APPLICATION RATES

750 LBS. 10-10-10

SPREAD BY HAND OR MACHINE, MUST

BE TACKED DOWN.

SHOULD COME FROM WHEAT OR OATS2 TONS

AMOUNT/

ACRE

MATERIAL

STRAW

GRASS TYPE

RATE PER ACRE

ACRE

NADEC 1 - APR 15

SEEDING

TIME OF

GERMAN MILLET 40 LBS.

NA1,000 LBS. 10-10-10120 LBS.RYE (GRAIN) NAAUG 15-DEC 30

750 LBS. 10-10-10 NA NA

PERMANENT VEGETATION

RYE (GRAIN) &

LESPEDEZA, KOBE

120 LBS. &

50 LBS.

APRIL 15-AUG 15

NOTE: TEMPORARY SEEDING MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.10 AND PERMANENT SEEDING MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.11 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. SODDING MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL AND PROJECT

SPECIFICATIONS.

DISTURBED AREAS MUST BE SODDED WITH CENTIPEDE SOD.

VEGETATION SCHEDULE

NOT TO SCALE7

SITE AREA DESCRIPTION

PERIMETER DIKES, SWALES, DITCHES

AND SLOPES

HIGH QUALITY WATER (HQW) ZONES

SLOPES STEEPER THAN 3:1

SLOPES 3:1 OR FLATTER

OTHER AREAS WITH SLOPES

FLATTER THAN 4:1

STABILIZATION

7 DAYS

14 DAYS

NONE

IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED

7 DAYS FOR SLOPES GREATER

THAN 50' IN LENGTH.

NONE, EXCEPT FOR PERIMETERS AND HQW

ZONES

TIMEFRAME EXCEPTIONS

NEW STABILIZATION TIMEFRAMES

NOT TO SCALE

NOTES

1. FILTER FABRIC UNDERLAY MUST BE INSTALLED BETWEEN STONE AND SOIL FOUNDATION.

2. TEMPORARY CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED AND MAINTAINED IN

ACCORDANCE WITH SECTION 6.06 OF THE NCDEQ EROSION CONTROL PLANNING AND

DESIGN MANUAL. SEE SHEET C-001 FOR ADDITIONAL SPECIFICATIONS AND MAINTENANCE

CONSIDERATIONS.

TEMPORARY CONSTRUCTION ENTRANCE

EXISTING ROAD

50' MINIMUM

20' MIN

6" MINIMUM

THICKNESS

2"-3" COARSE

AGGREGATE GRAVEL CONSTRUCTION ENTRANCE,

WIDTH

6RIP-RAP OUTLET/INLET PROTECTION

NOT TO SCALE

FLOWSLOPE 0 %

D o

3D o

W a d

L VARIES

OUTLET PIPE

RIPRAP

FILTER FABRIC

NOTES:

1. SEE APPROPRIATE SCHEDULE FOR DIMENSIONS

2. La IS THE LENGTH OF THE RIPRAP APRON.

3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".

4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND

SOIL FOUNDATION.

5. RIP RAP MUST BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.41

OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL.

TYPICAL FLARED END SECTION

PLAN

ISOMETRIC

SECTION A-A

B824FES #1 3"

STRUCT. ID Do (IN.) La (FT.) W(FT.) d (IN.) CLASS

FLARED END

SECTION

A1268FES #1 24"

B824FES #2 3"

B824FES #3 3"

AutoCAD SHX Text A

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MAXIMO WORK ORDER NO.

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NAVFAC DRAWING NO.

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DES

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DRW

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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WEB

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WEB

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MTH

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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U.S. MARINE CORPS AIR STATION

AutoCAD SHX Text

CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7359188

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4' MAX

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SECTION A-A

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PLAN VIEW

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AutoCAD SHX Text 18-24"

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REMOVE SOD AND VEGETATION AND 6" OF TOPSOIL. DISC

AND COMPACT 12" OF REMAINING SUBGRADE AS PER

PROJECT SPECIFICATIONS.

EXISTING EARTHEN BERM

EXISTING CONCRETE MAGAZINE

STRUCTURE

EXISTING CONCRETE MAGAZINE

STRUCTURE

EXISTING EARTHEN BERM

INSTALL COMPACTED STRUCTURAL FILL AS REQUIRED TO FILL IN HOLLOWS/

SUBSIDED OR SUNKEN AREAS, COMPACTED TO 95%. PROVIDE SMOOTH EVEN

GRADES AND POSITIVE DRAINAGE. INSTALL 6" OF TOPSOIL, COMPACTED TO 90%

PRIOR TO SOD. PROVIDE SMOOTH TIE-IN TO MATCH EXISTING GRADES AT

BOTTOM OF SLOPES AND PROVIDE POSITIVE DRAINAGE; ALL PER PROJECT

SPECIFICATIONS.

REMOVE SOD AND VEGETATION AND 6" OF TOPSOIL. DISC

AND COMPACT 12" OF REMAINING SUBGRADE AS PER

PROJECT SPECIFICATIONS.

EXISTING CONCRETE MAGAZINE

STRUCTURE

EXISTING EARTHEN BERM

INSTALL COMPACTED STRUCTURAL FILL AS REQUIRED TO FILL IN HOLLOWS/

SUBSIDED OR SUNKEN AREAS, COMPACTED TO 95%. PROVIDE SMOOTH

EVEN GRADES AND POSITIVE DRAINAGE. INSTALL 6" OF TOPSOIL,

COMPACTED TO 90% PRIOR TO SOD. PROVIDE SMOOTH TIE-IN TO MATCH

EXISTING GRADES AT BOTTOM OF SLOPES AND PROVIDE POSITIVE

DRAINAGE; ALL PER PROJECT SPECIFICATIONS.

EXISTING CONCRETE MAGAZINE

STRUCTURE

EXISTING EARTHEN BERM

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL SUBMISSION 10-29-2023

12925897

C-502

TYPICAL PROFILE VIEW OF MAGAZINE STRUCTURE

NOT TO SCALE

DEMOLITION DETAIL REPAIR DETAIL

TYPICAL CROSS SECTION OF MAGAZINE STRUCTURE

NOT TO SCALE

DEMOLITION DETAIL

REPAIR DETAIL NOTE: PROVIDE TEMPORARY WATERING, REPAIR OF ERODED AREAS,

REPLANTING, ETC., AS REQUIRED BY LANDSCAPE ESTABLISHMENT

SPECIFICATION 32 05 33.

FERTILIZER **

5-10-10 BLEND

1. CONTRACTOR SHALL INSTALL SOD AS PERMANENT VEGETATION IN ALL DISTURBED AREAS NOTED.

2. MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY. STORE IT IN THE SHADE DURING

INSTALLATION.

2. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. DURING THE SUMMER, LIGHTLY IRRIGATE THE SOIL, IMMEDIATELY BEFORE LAYING THE SOD TO COOL THE SOIL AND REDUCE ROOT BURNING AND DIEBACK.

3. DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY WITH STERILANTS OR

HERBICIDES.

4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK-LIKE PATTERN. BE SURE THAT THE SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE BUTTED TIGHTLY TO PREVENT VOIDS. USE A KNIFE OR SHARP SPADE TO TRIM

AND FIT

IRREGULARLY SHAPED AREAS.

5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ON SLOPES 3:1 OR GREATER, OR WHEREVER EROSION MAY BE A PROBLEM, SECURE SOD WITH PEGS OR STAPLES.

6. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND

SOIL.

7. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD.

8. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE DETERMINED BY

GENTLY TUGGING ON THE SOD-RESISTANCE INDICATES THAT ROOTING HAS OCCURRED.

9. CONTRACTOR SHALL PLAN ON WATERING 0.5 INCHES EVERY THREE DAYS WITH A MINIMUM OF 1.0 INCH PER WEEK FOR A DURATION OF MINIMUM TWO WEEKS UNTIL THE GRASS IS ESTABLISHED AND ACCEPTED BY THE CONTRACTING OFFICER.

10. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLY 2-3 WEEKS.

DATE TYPE PLANTING RATE

APR. 1 - JULY 31 SOLID SOD 270 LBS./ACRE 4000 LBS./ACREBERMUDA GRASS

LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY

AGAINST EACH OTHER. A SHARPENED MASON'S TROWEL CAN BE USED

TO TUCK DOWN THE ENDS AND TRIM PIECES.

BUTTING-ANGLED ENDS CAUSED

BY THE AUTOMATIC SOD CUTTING

MUST BE MATCHED CORRECTLY.

USE PEGS OR STAPLES TO FASTEN

SOD FIRMLY AT THE ENDS OF STRIPS

AND IN THE CENTER, OR EVERY 3-4' IF

THE STRIPS ARE LONG. WHEN READY

TO MOW, DRIVE PEGS OR STAPLES

FLUSH WITH THE GROUND.

LAY SOD ACROSS

THE DIRECTION OF

FLOW.

FLOW

IN CRITICAL AREAS

(SLOPE GREATER

THAN 3:1), SECURE

SOD WITH NETTING

AND STAPLES.

MAINTENANCE:

AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE AND PREVENT DORMANCY OF THE SOD. DO NOT REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT SHOULD BE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED. AFTER THE FIRST GROWING SEASON, ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL TEST RECOMMENDATIONS

WHEN POSSIBLE.

CORRECT

INCORRECT

LIMESTONE

AUG. 1 - MARCH 31 SOLID SOD 1000 LBS./ACRE 4000 LBS./ACRECENTIPEDE GRASS

NOT TO SCALE

TYP. SOD INSTALLATION DETAIL & SCHEDULE (PERMANENT)

NOTE: PROVIDE TEMPORARY WATERING,

REPAIR OF ERODED AREAS, REPLANTING, ETC.,

AS REQUIRED BY LANDSCAPE ESTABLISHMENT

SPECIFICATION 32 05 33.

AutoCAD SHX Text A

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SCALE:

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MAXIMO WORK ORDER NO.

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NAVFAC DRAWING NO.

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DATE

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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WEB

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WEB

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MTH

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 7313395

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL SUBMISSION 10-29-2023

12925898

C-503

NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION A: SELF-INSPECTION

Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record.

NOTE: The rain inspection resets the required 7 calendar day inspection requirement.

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION B: RECORDKEEPING

1. E&SC Plan Documentation

The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit.

The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours.

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 11, 2025.