1760523 Amendment 04_Dwgs.pdf

P-1556 10th MARINES OPERATIONAL COMPLEX

1760523

AMENDMENT 04

14 NOVEMBER 2025

SPECIFICATIONS:

Updated PROJECT TABLE OF CONTENTS

REPLACE: Entire Table of Contents replaced. New version includes footer labeled Amendment 04, dated 14 November 2025

Updated SUBMITTAL REGISTRY

REPLACE: Entire Submittal Registry replaced. New version includes footer labeled Amendment 04, dated 14 November 2025

Section 01 74 19 Construction Waste Management and Disposal

REPLACE: Entire section replaced. New version includes footer labeled Amendment 04, dated 14

November 2025

Section 02 41 01 Deconstruction

Section 20 00 00 Plumbing

Section 23 30 00 HVAC Air Distribution

Section 23 35 19.00 20 Industrial Ventilation and Exhaust

Section 23 81 00 Decentralized Unitary HVAC Equipment

Section 23 82 00.00 20 Terminal Heating Units

ADD: Add section including footer labeled Amendment 04, dated 14 November 2025

DRAWINGS:

Building A1:

NAVFAC No. 12915052, A-401, ENLARGED PLANS

REPLACE: Replace existing sheet with sheet including Revision 04 dated 14 November 2025

- Add keynote 13 and tag to restrooms to identify accessible shower locations

NAVFAC No. 12915053, A-402, ENLARGED PLANS

- Updated sheet reference on keynotes #6 and #7 to A-504

NAVFAC No. 12915060, A-506, DETAILS

- Delete C3/A-506 Downspout Boot Detail

NAVFAC No. 12915092, P-502, PLUMBING DETAILS

- Delete A2/P-502 Compressed Air Hose Reel Detail

NAVFAC No. 12915093, P-601, PLUMBING SCHEDULES

- Revise Plumbing Accessories Schedule

- Revise Equipment Notes

NAVFAC No. 12915111, M-506, MECHANICAL DETAILS

- Revise Gas Meter Detail

Building A2:

NAVFAC No. 12915161, S-101, FOUNDATION PLAN

- Revise A2/S-101 Foundation Plan

NAVFAC No. 12915182, A-506, DETAILS

- Delete C3/A-506 Downspout Boot Detail

NAVFAC No. 12915223, M-503, MECHANICAL DETAILS

- Revise B2/M-502 Gas Meter Detail

NAVFAC No. 12915238, M-801, CHILLED & HOT WATER SYSTEM DIAGRAMS

- Revise C2/M-801 Chilled Water System Diagram

Building A5:

NAVFAC No. 12915333, A-504, DETAILS

- Delete A1/A-504 Downspout Boot Detail

Building B1 – B1445:

NAVFAC No. 12915404, A-201, EXTERIOR ELEVATIONS – CONSTRUCTION

- Updated sheet reference on keynotes #6 and #7 to A-504

NAVFAC No. 12915441, M-502, MECHANICAL DETAILS

- Delete A3/M-502 Gas Meter Detail

Building C1 – HP500:

NAVFAC No. 12915495, S-201, STRUCTURAL SECTIONS

- Revise A1/S-201 Section

NAVFAC No. 12915516, A-601, DOOR AND FRAME SCHEDULE

- Update Door Schedule

NAVFAC No. 12915554, MP101, OVERALL FLOOR PLAN – MECHANICAL PIPING – NEW WORK

- Revise A1/MP101 Overall Floor Plan – Mechanical Piping – New Work

NAVFAC No. 12915555, MP102, FLOOR PLAN – MECHANICAL PIPING – NEW WORK

- Revise A2/MP102 Floor Plan – Mechanical Piping - New Work

NAVFAC No. 12915558, MP401, EXISTING MECHANICAL ROOM ENLARGED - PIPING

- Revise A2/MP401 Existing Mechanical Room Enlarged – Piping

NAVFAC No. 12915560, M-502, MECHANICAL DETAILS

- Revise C4/M-502 Gas Meter Detail

NAVFAC No. 12915573, M-801, HOT WATER SYSTEM DIAGRAM

- Revise A1/M-801 Hot Water System Diagram

NAVFAC No. 12915575, M-902, EXISTING MECHANICAL ROOM – 3D ISOMETRIC VIEW

- Revise A1/M-902 Existing Mechanical Room -3D Isometric View

NAVFAC No. 12915596, T-103, FLOOR PLANS – SECURITY INFRUSTRUCTURE

- Add A4/T-502 NIWC AACS/IDS Door Detail

Building D1 – B1450:

NAVFAC No. 12915658, M-504, MECHANICAL DETAILS

- Update C4/M-504 Natural Gas Equipment Connection Detail

S – Site:

NAVFAC No. 12915752, CD104, DEMOLTION PLAN – AREA 4

- Update A1/CD104 Demolition Plan – Area 4

NAVFAC No. 12915753, CD105, DEMOLTION PLAN – AREA 5

- Update A1/CD105 Demolition Plan – Area 5

NAVFAC No. 12915758, CS104, SITE PLAN – AREA 4

- Update A1/CS104 Site Plan – Area 4

NAVFAC No. 12915759, CS105, SITE PLAN – AREA 5

- Update A1/CS105 Site Plan – Area 5

NAVFAC No. 12915800, LP104, LANDSCAPE PLAN – AREA 4

- Update A1/LP104 Civil Landscape Plan – Area 4

NAVFAC No. 12915801, LP105, LANDSCAPE PLAN – AREA 5

- Update A1/LP105 Civil Landscape Plan – Area 5

NAVFAC No. 12915822, ES701, SITE ELECTRICAL RISER DIAGRAMS

- Add A4/ES701 Gate and Fence Grounding Detail

FACE BRICK TO MATCH THE EXISTING (MODULAR ECONOMO) AS

CLOSELY AS POSSIBLE

SHEET METAL COPING TO MATCH THE EXISTING

FINISHED GRADE. REFERENCE THE CIVIL DRAWINGS

8" DIAMETER, 4'-0" HIGH STEEL PIPE CONCRETE FILLED BOLLARD,

SEE STRUCTURAL DRAWINGS

BRICK SOLDIER COURSE. ALIGN WITH EXISTING BUILDING SOLDIER

COURSING

PREFINISHED SHEET METAL DRAINAGE SCUPPER WITH COLLECTOR

AND DOWNSPOUT. SEE SHEET A-504 FOR DETAILS. COLOR TO

MATCH COPING CAP

PREFINISHED SHEET METAL OVERFLOW SCUPPER. SEE SHEET

A-504 FOR DETAILS

EXISTING PREFINISHED SHEET METAL COPING CAP TO REMAIN

NEW COILING OVERHEAD DOOR

NEW HOLLOW METAL DOOR AND FRAME, PAINTED

CONTROL JOINT

FIRST FLOOR

0"

TOP OF PARAPET

17'-8"

ADDITIONEXISTING

ROOF BEARING - NEW

13'-4"

TYP

TYP

FIRST FLOOR

0"

TOP OF PARAPET

17'-8"

'-9

/4

ROOF BEARING - NEW

13'-4"

ADDITION EXISTING

2 6 7 8

TYP

TYP

9 9

FIRST FLOOR

0"

TOP OF PARAPET

17'-8"

'-8

ROOF BEARING - NEW

13'-4"

TYP

TYP

10 10 1011 11 11 11

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. REFERENCE SHEET A-501 FOR WALL TYPES

3. REFERENCE SHEET A-601 FOR DOOR AND FRAME SCHEDULE

4. REFERENCE THE LIFE SAFETY DRAWINGS FOR LOCATIONS OF RATED

WALLS AND SMOKE PARTITIONS

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

IO

N

D C

C O

R E

N A V A L S

T A T

IO

N

N O

R F O

L K V A

M A

R

IN

E C

O R

P S

B A

S E

C A

M P

L E

J E

U N

E

N C

F ile

P ri n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

N

OI

TA

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PR

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LAR

CAROLINANORTH

50679

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T C

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G I S

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A N

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D A R

N

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C

N

NRB E

E W

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

A T

L A

N T

IC

AS INDICATED

B1445

B1

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

\2

\2

M

ID

L

A N

T C

L P

-1 th

M a ri n e s N

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S

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D w g s \2

A

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B

B

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/2

:2 :5

P

M E X

T E

R

IO

R E

L E

V A

T

IO

N S

C

O N

S T

R U

C T

IO

N

A-201

1760523

FINAL SUBMITTAL

12915404

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

IN

E

S O

P E

R A

T

IO

N A

L C

O M

P L

E X

GRAPHIC SCALE: 1/8"=1'-0"

8' 0 4' 8' 16'

CONSTRUCTION KEYNOTES

SCALE: 1/8" = 1'-0"

C2

NORTH ELEVATION - CONSTRUCTION

SCALE: 1/8" = 1'-0"

A2

SOUTH ELEVATION - CONSTRUCTION

SCALE: 1/8" = 1'-0"

B2

WEST ELEVATION - CONSTRUCTION

GENERAL CONSTRUCTION NOTES

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

R e v is io n

/1

/2

FD

FD

FD

FD

FD

FD

FD

FD

WOMEN

MEN

WELLNESS

BREAK ROOM

JANITOR

A-403

B1

B2

A-403

B3

B5

A-403C1

C2

A-403

C4

C3

RH

RHA

RH

TTD

SND

GB42

GB36

GB36

GB42

TTD

TTD

TTD

SND

WM

SD

EHD

ITDW

SD

EHD

ITDW

WM

A

114A

116A

118A

4 1/8" 17'-0 1/4" 17'-9" 8'-2 1/4" 14'-2 3/8"

1/

8" 5'

-6

/4

5' -1

/4

6"

5' -1

/4

5'

-1 1" 6'-0" 5'-5 1/8"

2' -0

3'

-4

/8

2' -0

3'

-4

/8

5'-0"

5'-0"

3'-0"

7' -1

1" 6'

-0

8' -3

/4

10'-2 1/4" 5'-2" 5'-10" 4 1/8"

7' -1

1" 8'

-7

/8

7' -1

5/

8" 6'

-0

4 1/8" 5'-3 1/2" 3'-0"

3 5/8"

3'-0"

3'-0"

STORAGE

110A

SCR

SS

SS

SCR

SCR

SS

SS

SCR

3 3

3 3

3'-0"

MHS

9'-8" 3'-0" 1'-6"

4'-6" 2'-3"

4'-6 3/8"

3' -3

9 RH

CTD

RH

SCR

RHASCR

RH

SCR

SCR

A5

A-401

12 12

TTD

TOILET ACCESSORIES LEGEND

MARK DESCRIPTION MARK DESCRIPTION MARK DESCRIPTION

TOILET TISSUE DISPENSER

GB42 GRAB BAR: 42"

GB36 GRAB BAR: 36"

GB18 GRAB BAR: 18"

GBL GRAB BAR: L-SHAPED 24" x 18"

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

PTD PAPER TOWEL DISPENSER

ITDW INTEGRAL TOWEL DISPENSER & WASTE RECEPTACLE

CTD PAPER TOWEL DISPENSER: "C" FOLD TYPE

RTD PAPER TOWEL DISPENSER: ROLL TYPE

EHD ELECTRIC HAND DRYER

SD SOAP DISPENSER - WALL MOUNTED

WM WALL MIRROR: 24" x 36"

RSS RECESSED SOLID SURFACE SHOWER SHELF

SS SOLID SURFACE SHOWER SHELF

DCS DIAPER CHANGING STATION

MHS SHELF / MOP AND BROOM HOLDER

MH MOP HOOK

TB TOWEL BAR: 18"

SCR SHOWER CURTAIN ROD

TCD TOILET SEAT COVER DISPENSER

WM1 WALL MIRROR (CUSTOM): SEE ELEVATION

RH ROBE HOOK

FSS FOLDING SHOWER SEAT

SDC SOAP DISPENSER - COUNTERTOP MOUNTED

RHA ROBE HOOK - ACCESSIBLE MOUNTING HEIGHT

NOTES:

1. CLEARANCES AND HEIGHTS OF FIXTURES AND ACCESSORIES MUST BE IN COMPLIANCE WITH THE ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS FOR DEPARTMENT OF DEFENSE

FACILITIES AS ADOPTED BY DOD POLICY MEMORANDUM

2. ACCESSORIES SPECIFIED APPEAR ON DESIGNATED PLANS, HOWEVER NOT ALL ACCESSORIES SHOWN HERE MAY BE SPECIFIED. COORDINATE WITH PLAN DESIGNATIONS

3. REFERENCE THE SPECIFICATIONS FOR DETAILED PRODUCT INFORMATION INCLUDING ACCEPTABLE MANUFACTURERS, FINISHES, ETC.

4. MOUNT ACCESSORIES SUCH THAT DISPENSER OR OPERATING MECHANISM IS WITHIN ACCESSIBLE FORWARD REACH RANGES DEFINED BY THE ACCESSIBILITY STANDARDS IDENTIFIED ABOVE

MARK DESCRIPTION MARK DESCRIPTION

ELEVATION

40" AFF

TYPICAL

PLAN

3' -6

3' -6

6' -8

4' -0

"6' -0

4' -0

3"MAX

1' -6

4' -1

0"

2' -1

0"

1' -6

"2' -1

0"

3' -4

1' -5

" 3' -0

1' -6

2'-0" 1'-0"

1'-6"

8" 2' -0

1'-0"

4'-6"

SND

TTD GB36

3' -4

1'

-6

GB42

3'-3"

GB18

SND

TTD

TCD SNV CTD EHD

ITDW

RTD

4' -0

MOUNTING HEIGHT OF ITDW DETERMINED

BY MOUNTING HEIGHT OF PAPER TOWEL

DISPENSER TYPE PROVIDED

WM

SD

DCS MHMHS

GBL

FSS

RH

RHA TB

SCR

RSS

SS

GB18

GB18

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. REFERENCE SHEET A-501 FOR WALL TYPES

3. REFERENCE SHEET A-601 FOR DOOR AND FRAME SCHEDULE

4. REFERENCE SHEET A-603 FOR WINDOW SCHEDULE

5. REFERENCE INTERIOR DESIGN DRAWINGS FOR FINISH

SCHEDULE

6. REFERENCE INTERIORS DRAWINGS FOR CASEWORK

DIMENSIONS AND DETAILS

7. REFERENCE THE LIFE SAFETY DRAWINGS FOR LOCATIONS OF

RATED WALLS AND SMOKE PARTITIONS

8. PROVIDE COAT HOOKS ON THE BACK OF ALL TOILET PARTITION

DOORS

9. PROVIDE CEMENTIOUS BOARD AT ALL SHOWER STALLS.

PROVIDE GLASS MATT WATER RESISTIVE BACK BOARD AS

SUBSTRATE TO WALL TILE. PROVIDE MOISTURE RESISTANT

GYPSUM BOARD AT THE FOLLOWING WALL AND CEILINGS THAT

DO NOT RECEIVE TILE: WOMEN 112, MEN 114, AND UNISEX 125.

10. FLOOR SLAB TO SLOPE AT 1/4" PER 12" TO FLOOR TO DRAINS IN

SHOWER CHANGING ROOMS

A-403A1

A2

7'-0 1/8"

SD

ITDW

RH

SND TTD

1' -3

1'

-6

PREMANUFACTURED COMPOSITE LOCKERS. FIT TIGHT TO WALL OR PROVIDE

FILLER PANELS BETWEEN LOCKER AND WALL. ALL LOCKERS TO HAVE

SLOPED TOP INSTALLED FOR FULL WIDTH OF LOCKER BANK INCLUDING

ABOVE FILLER PANELS. SEE DETAIL A5/A-401 FOR ADDITIONAL INFORMATION

42"W x 24"D x 18"H COMPOSITE BENCH. MOUNT TO FLOOR WITH SECURITY

HARDWARE

PROVIDE SOLID SURFACE SHOWER BASE AND SURROUND. SEE PLANS FOR

SHOWER CONSTRUCTION AND PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION

SEE INTERIOR DESIGN PLANS FOR CASEWORK REQUIRMENTS

DRINKING FOUNTAIN. SEE PLUMBING PLANS

MOP SINK. SEE PLUMBING PLANS

36"W x 84"H OPENING WITH GYPSUM BOARD RETURNS ON ALL SIDES

HDPE TOILET PARTITION. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION

24"W x 72"H MIRROR WITH TOP EDGE MOUNTED 74" (MIN)ABOVE FINISHED

FLOOR

72" SHOWER CURTAIN AND ROD MOUNTED AT 78" ABOVE FINISHED FLOOR IN

OPENING FOR PRIVACY SCREENING

SEE LAVATORY DETAIL A3/A-403 AND INTERIOR DESIGN PLANS FOR

LAVATORY INFORMATION

WATER HEATER. SEE PLUMBING PLAN FOR ADDITIONAL INFORMATION

ACCESSIBLE SHOWER. A3/A-403 FOR ADDITIONAL INFORMATION

6"

SECURE LOCKERS TO

BASE AND WALL PER

MANUFACTURERS

REQUIREMENTS

SOLID HDPE LOCKER AS

SCHEDULED

PREMANUFACTURED

LOCKER BASE

1'-6"

6' -0

CONTINUOUS ANGLED CAP

SEE SPECIFICATIONS

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

IO

N

D C

C O

R E

N A V A L S

T A T

IO

N

N O

R F O

L K V A

M A

R

IN

E C

O R

P S

B A

S E

C A

M P

L E

J E

U N

E

N C n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

N

OI

TA

RO

PR

OC

LAR

CAROLINANORTH

50679

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N A

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A C

IL

IT

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S

E N

G

IN

E E

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IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

A T

L A

N T

IC

AS INDICATED

MAINT

A1

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

\2

\2

M

ID

L A

N T

C L P

-1 th

M a ri n e s N

M E

S

IS

C o m p le x \2

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C H

A

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/1

/2

:4 :1

P

M

E N

L A

R G

E D

P L

A N

S

A-401

1760523

FINAL SUBMITTAL

12915052

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

IN

E

S O

P E

R A

T

IO

N A

L C

O M

P L

E X

SCALE: 1/4" = 1'-0"

C2

ENLARGED FLOOR PLAN

GRAPHIC SCALE: 1/4"=1'-0"

4' 0 2' 4' 8'

GENERAL CONSTRUCTION NOTES

SCALE: 1/4" = 1'-0"

C4

ENLARGED UNISEX

CONSTRUCTION KEYNOTES

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

A5

LOCKER SECTION

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

R e v is io n

/1

/2

RTS

WOMEN

MEN

WELLNESS

BREAK ROOM

JANITOR

STORAGE

1 1

1 2'x2' ACOUSTICAL TILE CEILING SYSTEM

2'x4' LIGHTING FIXTURE

1'x4' LIGHTING FIXTURE

UTILITY 4' LIGHTING FIXTURE

DOWNLIGHT OR PENDANT LIGHTING

EXIT LIGHT

COMBINATION EMERGENCY LIGHTING UNIT AND

EXIT SIGN

WALL-MOUNTED LIGHTING FIXTURE

CEILING SUPPLY DIFFUSER

CEILING RETURN GRILLE

CEILING EXHAUST GRILLE

EMERGENCY LIGHTING UNIT

SMOKE DETECTOR

SPRINKLER HEAD

LOW-VOLTAGE 360° DUAL TECHNOLOGY MOTION

SENSOR FOR EXTENDED COVERAGE.

S3

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. REFERENCE SHEET A-501 FOR WALL TYPES

3. REFERENCE SHEET A-601 FOR DOOR AND FRAME SCHEDULE

4. REFERENCE SHEET A-603 FOR WINDOW SCHEDULE

5. REFERENCE INTERIOR DESIGN DRAWINGS FOR FINISH

SCHEDULE

6. REFERENCE INTERIORS DRAWINGS FOR CASEWORK

DIMENSIONS AND DETAILS

7. REFERENCE THE LIFE SAFETY DRAWINGS FOR LOCATIONS OF

RATED WALLS AND SMOKE PARTITIONS

8. PROVIDE COAT HOOKS ON THE BACK OF ALL TOILET PARTITION

DOORS

9. PROVIDE CEMENTIOUS BOARD AT ALL SHOWER STALLS.

PROVIDE GLASS MATT WATER RESISTIVE BACK BOARD AS

SUBSTRATE TO WALL TILE. PROVIDE MOISTURE RESISTANT

GYPSUM BOARD AT THE FOLLOWING WALL AND CEILINGS THAT

DO NOT RECEIVE TILE: WOMEN 112, MEN 114, AND UNISEX 125.

10. FLOOR SLAB TO SLOPE AT 1/4" PER 12" TO FLOOR TO DRAINS IN

SHOWER CHANGING ROOMS

GYPSUM BOARD CEILING AT 9'-0" ABOVE FINISHED FLOOR

ACOUSTIC TILE CEILING AT 9'-0" ABOVE FINISHED FLOOR

CLEAR

5'-0"

C

LE

A R

5' -0

4" 2'-8"

M

IN

3' -6

NOTES:

1. WHEELCHAIR ACCESSIBLE COMPARTMENTS, SECTION 604.9, ABA

2. EQUALLY SPACE NON-ACCESSIBLE TOILET COMPARTMENTS WHERE

NOT INDIVIDUALLY DIMENSIONED

WHEELCHAIR

COMPARTMENT

2'-6"

1' -6

2"x2"x1/4" STAINLESS STEEL

POST. ANCHOR BOTTOM TO

FLOOR WITH SHOE BRACKET.

ANCHOR TOP TO STRUCTURE

ABOVE CEILING

3'-0"

NON-ACCESSIBLE

COMPARTMENT

HANDHELD

SHOWER

SPRAY

CONTROLS

SEAT WALL ELEVATION SHOWER PLAN CONTROL WALL ELEVATION

CLEAR FLOOR

SPACE

7' -0

" M

IN

3'-0"

3" M

A X

3' -0

3'

-0 " C

LE

A

R

4'-0"

1' -7

3'-0"

2' -1

1" 6"

1' -6

6' -2

3" 1'-1"

NOTES:

1. SIZE AND CLEARANCES, SECTION 608.2.1, ABA

2. GRAB BARS, SECTIONS 608.3 AND 608.3.1, ABA

3. CONTROLS AND HAND SHOWER, SECTION 608.5, ABA

4. THRESHOLD, SECTION 608.6, ABA

5. SEAT, SECTIONS 610.1, 610.3.2 AND 610.4, ABA

FSS

SCR

3'-0" CLEAR

GB18

GBL

FSS

GB18

GBL

SCR

SS

3' -2

" 4' -0

1'

-0

SS

SS

WATERPROOF MEMBRANE.

CLAMP INTO TWO-PART

SHOWER DRAIN. TURN UP

WALLS 6" MIN

CONCRETE FLOOR SLAB

SHOWER DRAIN. SEE

PLUMBING DRAWINGS

TILE FLOORING

SOLID SURFACE

SHOWER PAN 1/4" SOLID SURFACE OVER

5/8" CEMENTITIOUS BOARD

1/ 2"

3'-0"

EDGE OF SOLID

SURFACE PANEL

BEYOND

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

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A V

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A V

A L

F A

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IT

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S T

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M A

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DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

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C O

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N A V A L S

T A T

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B A

S E

C A

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L E

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

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STCETIHCRA

FB

BERN N.C

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CERT. NO.

UTCETIHCRA

DERET

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50679

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G S

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C O

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A N

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M

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A T

L A

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AS INDICATED

MAINT

A1

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

\2

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P

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A-402

1760523

FINAL SUBMITTAL

12915053

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

IN

E

S O

P E

R A

T

IO

N A

L C

O M

P L

E X

GRAPHIC SCALE: 1/4"=1'-0"

4' 0 2' 4' 8'

SCALE: 1/4" = 1'-0"

C2

ENLARGED REFLECTED CEILING PLAN

REFLECTED CEILING PLAN LEGEND

GENERAL CONSTRUCTION NOTES

CONSTRUCTION KEYNOTES

SCALE: 3/8" = 1'-0"

A1

TYPICAL TOILET COMPARTMENT DETAIL

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

A3

ACCESSIBLE SHOWER DETAILS - TRANSFER TYPE

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

A5

SHOWER PAN DETAIL

GRAPHIC SCALE: 3/8"=1'-0"

3' 0 2' 6'

GRAPHIC SCALE: 1/2"=1'-0"

2' 0 1' 2' 4'

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

R e v is io n

/1

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EXISTING PEMB

STRUCTURAL

STEEL BEYOND

EXISTING PEMB

WALL INSULATION

TO REMAIN

EXISTING PEMB

WALL GIRTS TO

REMAIN

PEMB COUNTERFLASHING

AND TRIM

PEMB ROOF

PURLINS

STANDING SEAM METAL ROOF

ROOF INSULATION

SYSTEM AND SHEET

LINER

PEMB STRUCTURAL STEEL

REMOVE AND CUT

EXISTING PEMB WALL

PANELS TO SHORTEN

REMOVE AND CUT EXISTING PEMB

WALL PANELS TO SHORTEN

LINER PANEL

VAPOR BARRIER

COMPRESSIBLE FILLER

EXTERIOR SLAB

SELF ADHERING WALL

FLASHING AND TERMINATION

BAR. SEAL TO AIR AND

MOISTURE BARRIER

RIGID INSULATION

CONTINUOUS STAINLESS

STEEL DRIP EDGE

WEEPS AT 2'-0" ON CENTER

ONE COURSE MIN

8" CMU

MORTAR NET IN THE

BOTTOM 2'-0" OF CAVITY CONTINUOUS STAINLESS

STEEL DRIP EDGE

8" CMU

CONTINUOUS CLEAT

FASTENED AT 8" ON

CENTER WITH NO. 12

STAINLESS STEEL SCREWS

WALL PANEL

LINER FABRIC

VAPOR BARRIER

WALL GIRT - SEE

STRUCTURAL FOR

ATTACHMENT

AIR AND MOISTURE BARRIER

RIGID INSULATION

BOND BEAM - SEE

STRUCTURAL

0.080" PREFINISHED

ALUMINUM CAP FLASHING.

MATCH EXISTING

PEMB WALL

INSULATION AND

LINER FABRIC

SEE STRUCTURAL

4' -0

M

A

TC

H S

IT

E

B O

LL

A

R D

S S

E E

S

TR

U C

TU

R

A L

3"

PROVIDE A CONVEX

CONCRETE SHAPE

FILL BOLLARD WITH

CONCRETE

PAINT GRIP GALVANIZED PIPE TO

RECEIVE FIELD PAINT COATINGS

SLOPE CONCRETE TO DRAIN

WATER AWAY FROM THE

BOLLARD

NOTES:

1. BOLLARDS ARE 8" IN DIAMETER

2. PREPARE, PRIME AND PAINT SAFETY YELLOW

XX000

BUILDING

DESIGNATOR

1/8" ALUMINUM

SIGN

REFLECTIVE WHITE

BACKGROUND

6" BLACK HELVETICA

MEDIUM LETTERS

NOTES:

1. REFERENCE THE SIGN POLICY FOR MARINE CORPS BASE

CAMP LEJEUNE, BASE ORDER 11014.3, DATED 28 AUGUST 2003

2. ADHERE SIGN TO EXTERIOR WALL WITH SILICONE ADHESIVE

3. FINAL TYPE AND LOCATION WILL BE PROVIDED BY THE ROICC

7'-0"

AFG

AREA

DESIGNATOR

8"

1'-8"

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

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A V

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S E

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DRAWFORM REVISION: 25 AUGUST 2020

D E S

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BRANCH MANAGER

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FIRE PROTECTION

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AS INDICATED

B1337

A5

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

\2

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M

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P

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A-504

1760523

FINAL SUBMITTAL

12915333

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

IN

E

S O

P E

R A

T

IO

N A

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O M

P L

E X

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

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

C4

TYPICAL BASE FLASHING DETAIL

SCALE: 3/4" = 1'-0"

C1

BOLLARD DETAIL

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

A4

WALL BASE DETAIL

SCALE: 3" = 1'-0"

A3

WALL TRANSITION DETAIL

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

C3

BUILDING IDENTIFICATION SIGN

S Y

M D

E S

C R

IP

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IO

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D A

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P R

R e v is io n

/1

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GYPSUM WALLBOARD

SECURE CHANNEL

STIFFENER TO ONE SIDE OF

PARTITION ONLY TO ALLOW

WALL MOVEMENT

INSTALL SEALANT

WHERE JOINTS ARE

EXPOSED

CONTROL JOINT

BEAD

METAL STUD

NOTES:

1. PROVIDE CONTROL JOINTS FOR EVERY 30'-0" OF CONTINUOUS WALL

2. ACOUSTICAL INSULATION IS OMITTED FOR CLARITY

BOTTOM OF DECK

FLUTE BEYOND

TOP OF DECK

FLUTE

ACOUSTICAL

INSULATION

STEEL STUD

DEFLECTION TRACK

ASSEMBLY

NOTES:

1. MAXIMUM DEFLECTION OF 3/4" AT ELEVATED SLABS

2. MAXIMUM DEFLECTION OF 3/4" AT ROOF DECKING

3. DETAIL IS SIMILAR AT SLOPED ROOF DECKING

STUFF FLUTES WITH

ACOUSTICAL

INSULATION

SEE STRUCTURAL

4' -0

M

A

TC

H S

IT

E

B O

LL

A

R D

S S

E E

S

TR

U C

TU

R

A L

3"

PROVIDE A CONVEX

CONCRETE SHAPE

FILL BOLLARD WITH

CONCRETE

PAINT GRIP GALVANIZED PIPE TO

RECEIVE FIELD PAINT COATINGS

SLOPE CONCRETE TO DRAIN

WATER AWAY FROM THE

BOLLARD

NOTES:

1. BOLLARDS ARE 8" IN DIAMETER

2. PREPARE, PRIME AND PAINT SAFETY YELLOW

XX000

BUILDING

DESIGNATOR

1/8" ALUMINUM

SIGN

REFLECTIVE WHITE

BACKGROUND

6" BLACK HELVETICA

MEDIUM LETTERS

NOTES:

1. REFERENCE THE SIGN POLICY FOR MARINE CORPS BASE

CAMP LEJEUNE, BASE ORDER 11014.3, DATED 28 AUGUST 2003

2. ADHERE SIGN TO EXTERIOR WALL WITH SILICONE ADHESIVE

3. FINAL TYPE AND LOCATION WILL BE PROVIDED BY THE ROICC

7'-0"

AFG

AREA

DESIGNATOR

8"

1'-8"

2D BATTALION

2D MARINES

2D MAR DIV

RED BACKGROUND

5" YELLOW HELVETICA

MEDIUM LETTERS

1/2" YELLOW BORDER INSET

1/2" FROM EDGE OF SIGN

1/8" ALUMINUM SIGN

NOTES:

1. REFERENCE THE SIGN POLICY FOR MARINE CORPS BASE

CAMP LEJEUNE, BASE ORDER 11014.3, DATED 28 AUGUST 2003

2. AFFIX UNIT SIGN TO EXTERIOR WALL WITH A MINIMUM OF

THREE (3) EXPANSION ANCHORS PER SIDE

3. ANCHORS MUST BE SET INTO MORTAR JOINTS. DO NOT

DAMAGE BRICK

4. FINAL TYPE AND LOCATION WILL BE PROVIDED BY THE ROICC

7'-0"

AFF

3' -0

5'-0"

MASONRY WALL

1/2" EXPANSION JOINT

WITH BACKER ROD

AND SEALANT

WALLBOARD CASING

PRE-DRILLED MASONRY

FASTENERS

GYPSUM WALLBOARD

ACOUSTICAL INSULATION

METAL STUD

NOTES:

1. PROVIDE SIMILAR CONTROL JOINTS AT EACH

PERIMETER OF GYPSUM BOARD CEILINGS

1/8" PER 12"1/8" PER 12"

S

LO

P E

S

LA

B

1/ 8"

P E

R

2"

FLOOR DRAIN

CONCRETE ISOLATION

PAD - SEE STRUCTURAL

FLOOR DRAIN

STEEL COLUMN - SEE

STRUCTURAL

COLUMN BASE PLATE BELOW

SLAB - SEE STRUCTURAL

CONCRETE COLUMN PIER

BELOW- SEE STRUCTURAL

EXPANSION JOINT - SEE

STRUCTURAL

4". 1'-0" 1'-0" 4".

S

LO

P E

S

LA

B

8"

P E

R

2"

CONCRETE FLOOR SLAB

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

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A V

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IT

IE

S E

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E

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S Y

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DRAWFORM REVISION: 25 AUGUST 2020

D E S

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

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STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

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G E R

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CAROLINANORTH

50679

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G S

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C O

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A N

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AS INDICATED

MAINT

A1

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

\2

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M

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P

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A-506

1760523

FINAL SUBMITTAL

12915060

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

IN

E

S O

P E

R A

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N A

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GRAPHIC SCALE: 1/2"=1'-0"

2' 0 1' 2' 4'

GRAPHIC SCALE: 3/4"=1'-0"

1' 0 1' 2' 3'

GRAPHIC SCALE: 1"=1'-0"

1' 0 1' 2'

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

SCALE: 3" = 1'-0"

A5

GYPSUM BOARD CONTROL JOINT DETAIL

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

B1

PARTITION DEFLECTION TRACK DETAIL

SCALE: 3/4" = 1'-0"

C1

BOLLARD DETAIL

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

A1

BUILDING IDENTIFICATION SIGN

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

A3

UNIT SIGNAGE

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

B3

PARTITION CONTROL JOINT DETAIL

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

C4

COLUMN ISOLATION DETAIL

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

R e v is io n

/1

/2

GYPSUM WALLBOARD

SECURE CHANNEL

STIFFENER TO ONE SIDE OF

PARTITION ONLY TO ALLOW

WALL MOVEMENT

INSTALL SEALANT

WHERE JOINTS ARE

EXPOSED

CONTROL JOINT

BEAD

METAL STUD

NOTES:

1. PROVIDE CONTROL JOINTS FOR EVERY 30'-0" OF CONTINUOUS WALL

2. ACOUSTICAL INSULATION IS OMITTED FOR CLARITY

BOTTOM OF DECK

FLUTE BEYOND

TOP OF DECK

FLUTE

ACOUSTICAL

INSULATION

STEEL STUD

DEFLECTION TRACK

ASSEMBLY

NOTES:

1. MAXIMUM DEFLECTION OF 3/4" AT ELEVATED SLABS

2. MAXIMUM DEFLECTION OF 3/4" AT ROOF DECKING

3. DETAIL IS SIMILAR AT SLOPED ROOF DECKING

STUFF FLUTES WITH

ACOUSTICAL

INSULATION

SEE STRUCTURAL

4' -0

M

A

TC

H S

IT

E

B O

LL

A

R D

S S

E E

S

TR

U C

TU

R

A L

3"

PROVIDE A CONVEX

CONCRETE SHAPE

FILL BOLLARD WITH

CONCRETE

PAINT GRIP GALVANIZED PIPE TO

RECEIVE FIELD PAINT COATINGS

SLOPE CONCRETE TO DRAIN

WATER AWAY FROM THE

BOLLARD

NOTES:

1. BOLLARDS ARE 8" IN DIAMETER

2. PREPARE, PRIME AND PAINT SAFETY YELLOW

XX000

BUILDING

DESIGNATOR

1/8" ALUMINUM

SIGN

REFLECTIVE WHITE

BACKGROUND

6" BLACK HELVETICA

MEDIUM LETTERS

NOTES:

1. REFERENCE THE SIGN POLICY FOR MARINE CORPS BASE

CAMP LEJEUNE, BASE ORDER 11014.3, DATED 28 AUGUST 2003

2. ADHERE SIGN TO EXTERIOR WALL WITH SILICONE ADHESIVE

3. FINAL TYPE AND LOCATION WILL BE PROVIDED BY THE ROICC

7'-0"

AFG

AREA

DESIGNATOR

8"

1'-8"

2D BATTALION

2D MARINES

2D MAR DIV

RED BACKGROUND

5" YELLOW HELVETICA

MEDIUM LETTERS

1/2" YELLOW BORDER INSET

1/2" FROM EDGE OF SIGN

1/8" ALUMINUM SIGN

NOTES:

1. REFERENCE THE SIGN POLICY FOR MARINE CORPS BASE

CAMP LEJEUNE, BASE ORDER 11014.3, DATED 28 AUGUST 2003

2. AFFIX UNIT SIGN TO EXTERIOR WALL WITH A MINIMUM OF

THREE (3) EXPANSION ANCHORS PER SIDE

3. ANCHORS MUST BE SET INTO MORTAR JOINTS. DO NOT

DAMAGE BRICK

4. FINAL TYPE AND LOCATION WILL BE PROVIDED BY THE ROICC

7'-0"

AFF

3' -0

5'-0"

1/

2" 2'

-0

3"

10" 8"

1'-3 1/2"

1' -0

1'

-3

1'-1 7/8" 1'-0 1/4" 1'-1 7/8"

3'-4"

1/

2" 2'

-0

3"

COILING OVERHEAD

DOOR HOOD

STRUCTURAL

COLUMN - SEE

STRUCTURAL

COILING OVERHEAD

DOOR - TENSION

END

LOUVER BEYOND -

SEE MECHANICAL

COILING OVERHEAD

DOOR HOOD

COILING OVERHEAD

DOOR

COILING OVERHEAD

DOOR - DRIVE END

COILING OVERHEAD

DOOR OPERATOR

COILING OVERHEAD

DOOR

MASONRY WALL

1/2" EXPANSION JOINT

WITH BACKER ROD

AND SEALANT

WALLBOARD CASING

PRE-DRILLED MASONRY

FASTENERS

GYPSUM WALLBOARD

ACOUSTICAL INSULATION

METAL STUD

NOTES:

1. PROVIDE SIMILAR CONTROL JOINTS AT EACH

PERIMETER OF GYPSUM BOARD CEILINGS

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

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C O

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N A V A L S

T A T

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B A

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

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HCNTRL

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APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

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-1 th

M a ri n e s N

M E

S

IS

C o m p le x \2

D e s ig n \2

D w g s \2

A

R C

H

A H

C N

T R

L .r v t

/1

/2

:3 :4

P

M

D E

T A

IL

S

A-506

1760523

FINAL SUBMITTAL

12915182

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

IN

E

S O

P E

R A

T

IO

N A

L C

O M

P L

E X

GRAPHIC SCALE: 1/2"=1'-0"

2' 0 1' 2' 4'

GRAPHIC SCALE: 3/4"=1'-0"

1' 0 1' 2' 3'

GRAPHIC SCALE: 1"=1'-0"

1' 0 1' 2'

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

SCALE: 3" = 1'-0"

A5

GYPSUM BOARD CONTROL JOINT DETAIL

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

B1

PARTITION DEFLECTION TRACK DETAIL

SCALE: 3/4" = 1'-0"

C1

BOLLARD DETAIL

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

A1

BUILDING IDENTIFICATION SIGN

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

A3

UNIT SIGNAGE

SCALE: 3/4" = 1'-0"

C4

OVERHEAD DOOR OPERATOR DETAIL

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

B3

PARTITION CONTROL JOINT DETAIL

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

R e v is io n

/1

/2

F F2 VD

7' -0

7' -0

7' -0

SEE SCHED

VARIES

6'-0"

3'-0" 3'-0" 4'-0"

1'-6" 5' -0

3'-0" 5' -0

3'-6"

4' -6

2'-0"

4' -6

1'-0" 1'-10" 4' -0

1'-0" 4' -0

2'-0" 4' -0

A

FRONT APPROACH

PULL SIDE

B

HINGE APPROACH

PULL SIDE

C

HINGE APPROACH

PULL SIDE

D

LATCH APPROACH

PULL SIDE

E

HINGE APPROACH

PUSH SIDE

F

FRONT APPROACH

PUSH SIDE

G

HINGE APPROACH

PUSH SIDE

NOTES:

1. REFERENCE SECTION 404.2.3.2, ANSI A117.1

2" SEE SCHED. 2"

4" S

E E

S C

H E

D

A

2" SEE SCHED. 2"

B

4" S

E E

S C

H E

D

1/

4" 5/

IN 2"

3/32" BEVEL

1/ 4"

A

LL

O W

A N

C E

D O

O R

S

IL

E N

C E

R

3/

4"

P

IV

O T

O

FF

S E

T

3/ 4"

NOTES:

1. STEEL DOOR DETAILS ARE SIMILAR

A

A

A

E

D

3'-0"

2 3/4" BACKSET

9" 2'

-9

2' -9

9"

1"

1"

3' -4

3' -6

3' -0

F

3' -4

3'-0"

NOTES:

1. REFERENCE THE TECHNICAL SPECIFICATIONS FOR CLEARANCE

DIMENSIONS AND DOOR BEVELING

A

B

C

D

E

F

MARK DESCRIPTION

4 1/2"x4 1/2" BUTT HINGE

NOT USED

NOT USED

TRIM, 2 3/4" BACKSET

KICK OR MOP PLATE, 2'-10"x8" OR 2'-10"x4"

PANIC BAR EXIT DEVICE

SCHEDULE

A

ELEVATION

B

ELEVATION

C

INSIDE

INSIDE

INSIDE

INSIDE

KEY ACCESS SIDE KEY ACCESS SIDE

KEY ACCESS SIDE KEY ACCESS SIDE

LEFT

HAND

A

RIGHT

HAND

B

LEFT HAND

REVERSE

C

RIGHT HAND

REVERSE

D

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

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N

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C O

R E

N A V A L S

T A T

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N O

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L K V A

M A

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IN

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O R

P S

B A

S E

C A

M P

L E

J E

U N

E

N C n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

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CERT. NO.

UTCETIHCRA

DERET

SI

G E R

N

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AS INDICATED

ARMORY

C1

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

\2 \2

M

ID

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A N

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A

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P

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D O

O R

A N

D F

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M E

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H E

D U

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A-601

1760523

FINAL SUBMITTAL

12915516

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

IN

E

S O

P E

R A

T

IO

N A

L C

O M

P L

E X

SCALE: 1/4" = 1'-0"

C4

DOOR TYPES

SCALE: 1/4" = 1'-0"

A4

MANEUVERING CLEARANCE AT DOORS

SCALE: 1/4" = 1'-0"

D3

FRAME TYPES

SCALE: 12" = 1'-0"

A2

HINGE DETAIL - STEEL FRAME

SCALE: 3/8" = 1'-0"

A3

HARDWARE MOUNTING DIMENSIONS

SCALE: 1/4" = 1'-0"

C3

DOOR SWING AND HANDING DETAIL

GRAPHIC SCALE: 1/4"=1'-0"

4' 0 2' 4' 8'

GRAPHIC SCALE: 3/8"=1'-0"

3' 0 2' 6'

DOOR SCHEDULE

MARK

DOOR FRAME

FIRE RATING REMARKS

TYPE WIDTH HT. THK. MATERIAL GLAZING TYPE MATERIAL HEAD JAMB SILL

101A F2 6'-0" 7'-0" 1 3/4" STEEL B STEEL A3/A-602 A3/A-602 A3/A-602

101B VD 4'-0" 7'-0" 1 3/4" STEEL A STEEL A2/A-602 A2/A-602 A2/A-602 VAULT DOOR WITH CAGE DAY GATE

102 F2 6'-0" 7'-0" 1 3/4" STEEL B STEEL A3/A-602 A3/A-602 A3/A-602

104 F 4'-0" 7'-0" 1 3/4" STEEL A STEEL A5/A-602 A5/A-602

105A F 3'-0" 7'-0" 1 3/4" STEEL A STEEL A5/A-602 A5/A-602 LEVEL 3

106A F 3'-0" 7'-0" 1 3/4" STEEL A STEEL A5/A-602 A5/A-602 LEVEL 3

107 F 3'-0" 7'-0" 1 3/4" STEEL A STEEL A5/A-602 A5/A-602 LEVEL 3

108 F 3'-0" 7'-0" 1 3/4" STEEL A STEEL A5/A-602 A5/A-602 LEVEL 3

109 F 4'-0" 7'-0" 1 3/4" STEEL A STEEL A5/A-602 A5/A-602

118 F 3'-0" 7'-0" 1 3/4" STEEL A STEEL A5/A-602 A5/A-602 LEVEL 3

GRAPHIC SCALE: 12"=1'-0"

0 1" 3"1/2"

NOTE:

1. STEEL DOORS AND FRAMES ARE LEVEL 4 UNLESS NOTED OTHERWISE

2. EXTERIOR DOORS ARE INSULATED UNLESS NOTED OTHERWISE

S Y

M D

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C R

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T

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A m e n d m e n t

/1

/2

X X

X X

X X

X X

X X

X

X X X X X X X X X X X X

X

XX

X X

X X

X X

X X

X X X X X X X X

X X

X

X X

X X

X X

X X

X

X X X X X X X X X X X X X X

X X

X X

X X

X X

X

X X

X X X X X X

X X

X X

X X

X X

X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X

X

X X

X X

X X

X

X X X X X X X

CD104

MATCH LINE, SHEET

MATCH LINE, SHEET

PHASE 2

PHASE 1

PHASE 2

PHASE 1

CD104104

CD104

MATCH LINE, SHEET

MATCH LINE, SHEET 104

CD104105

8" PVC

36" R C

P 36" R

C P

12" RCP

8" PVC

8" PVC 8" PVC

12" R

C P

18" RCP 18" RCP

24" RCP24" RCP

15" R C

P 15" R

C P

12" R C

P 12" R

C P

12" R C

P

18" R C

P

6" PVC8" PVC

8" PVC

10" PVC

8" PVC

10" PVC

8" PVC8" PVC

8" PVC

8" PVC

10 10

LO

D

LO

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LO

D

LO

D

LO

D

LO

D

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D

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LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD

LO

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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

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LOD LOD LOD LOD

LOD

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LO

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LO

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LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LODLODLO

D

LO

D

LOD

LOD LOD LOD

LO

D

LO

D

LO

D

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LO

D

LO

D

T T

T T

T

X X

X X

X

T T

T T

T T

T T

T T

PULL-UP BARS

CONC

GRAVEL

FO

FO

FO

CONC

CONC

BUILDING

1450 M

BUILDING

1450 N

BUILDING

BUILDING

BUILDING

BLDG1468

CONC

CONC

RAMP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC

CONC

CONC

CONC

CONC

CONC

FUEL MH

ASPHALT

CONC

CONC

CONC

UNK UTL

UNK UTL

LIFT STATION

CONC

GRAVEL

RIPRAP

R

IPR

AP

T

T

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X

BLDGTOWER

X X

CONC

CONC

SPIGOT

9"WALL

GRAVEL

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X

X X X

X

X X

X X

X X

X

X X X X X X X X X X X X X X X X X X

X X

X X

X

X

X X

X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

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X X

X X

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E

E E E E E E E E

E

E E

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E E

E

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E E E

E

E E

E E

E E

E E

E E

E E

E E

E

E

W W

W W

W W

W W

W

W W

W W

W W

W W

W W

W

W

W

W

W

W

W W

W W

W W

W W

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G

G

G

GGGGG

G G

G

G G

G G

G G

X X

X

84"C H

L

84"C H

L 84"C

H L

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84"C H

L 84"C

H L

36"C H

AIN

G

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GATE

96"CHL GATE 96"CHL 96"CHLGATE96"C

H

L

84"C H

L

72"C H

L

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G

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84"C H

L

84"CHL

GATE

96"CHL

GATE

G

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72"CHL

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

W W

W W

W W

W W

W W

W W

W W

W W

W W W W W W W W W W W

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SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSDSDSD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSDSDSD

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

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SS

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SS

SS

SS SS SS

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SS

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SD

SD

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P O

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P O

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P O

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P E

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SS SS SS

SD

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APPROX.

MH LOCATION

GRAVEL

GRASS

GRASS

G R

AS

S

G R

AS

S

G R

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S

G R

AS

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A1 1" = 30'

DEMOLITION PLAN - AREA 4

SATISFACTORY TO MARCH 19, 2025

APPROVED

ACTIVITY

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

D

EP

AR

TM

EN

T

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DRAWFORM REVISION: 25 AUGUST 2020

DE

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1, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

S

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DSN

DLB

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND

AND ABBREVIATIONS.

2. SEE SHEET C-002 FOR CIVIL GENERAL

NOTES.

3. REMOVE ASSOCIATED

APPURTENANCES WITH WATERMAIN

AND SERVICE LINE REMOVALS. CAP

WATERMAIN TO REMAIN. SHUT OFF

CORPS AT MAIN.

4. SEE ARCHITECTURAL DEMOLITION

PLANS FOR ADDITIONAL INFORMATION

ON BUILDINGS TO BE DEMOLISHED.

5. SEE ARCHITECTURAL AD SHEETS FOR

BUILDING ADDITION DEMOLITION

WORK.

1KEY NOTES :

1. PAVEMENT REMOVAL (TYP.)

2. TEMPORARY CONSTRUCTION FENCE

(TYP.)

3. DEMOLISH EXISTING BUILDING

INCLUDING CONCRETE

FOUNDATIONS/PILES/PILE CAPS

DOWN TO 4 FEET BELOW FINISHED

FLOOR ELEVATION. REMOVE

ASSOCIATED BOLLARDS (TYP.)

4. EXISTING WATERMAIN, VALVES,

HYDRANTS, AND ASSOCIATED

APPURTENANCES TO BE REMOVED. CAP

WATERMAIN TO REMAIN (TYP.)

5. REMOVE SECURITY FENCE.

6. REMOVE SECURITY FENCE AND GATE.

7. REMOVE OIL AND WATER SEPARATOR

S1426 AND ASSOCIATED BUILDING 1425.

8. REMOVE AND REPLACE FENCE AS

DIRECTED BY COR.

9. REMOVE UPPER 2 FEET OF GRAVEL AND

HARD PACKED DIRT IN PREPARATION

FOR LANDSCAPING.

10. REMOVE YARD LIGHT AND ASSOCIATED

WIRING. CAP END OF WIRING AT

REMOVAL LIMITS.

11. UTILITY REMOVAL END POINT.

COORDINATE WITH CU SHEETS AT TIE-IN

LOCATIONS.

12. REMOVE RIBBON CURB FOR EXPANDING

WASH WATER COLLECTION BASIN.

13. REMOVE CURB & GUTTER.

14. PROTECT EXISTING INDUSTRIAL WASTE

LINE.

15. PROTECT LIFT STATION AND

ASSOCIATED PIPING.

16. REMOVE GAS MAIN. COORDINATE GAS

LINE RELOCATION BY PIEDMONT N.G.

N

12915752

A m en dm en t 0

/2 4/ en dm en

/2

KEY MAP

SCALE: 1" = 800'

06 MAY 2025

/ CD105

MATCH LINE, SHEET

MATCH LINE, SHEET 104

CD105105

12" R C

P

8" PVC

8" PVC

18" RCP24" RCP 15" RCP

24" RCP

15" RCP 15" RCP

12" R C

P

8" PVC

8" PVC

LOD

LOD

LOD

LOD

LOD

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LOD

LOD

LO

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D

LOD LOD LOD LOD LOD LOD LOD

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D

LO

D

LO

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LO

D

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DLO

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D

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LOD

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LO

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LODLOD

20648

T T T T T T T T T

T T

T T

T T

T T T T T T T T T

SIGN

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

PULL-UP BARS

BASKETBALL GOAL

STEPS CONC

GATE

BLDG 1460

CANOPY

T T

T T

T T

T T

T T

GRAVEL

T T

T T

T T

T T

T

6"WALL

W/ HANDRAIL CONC

CONC

WATER

SPIGOT

CONC

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC CONC

CONCCONC

X X

X X

X X

X

CONC

PULL-UP BARS

T T T T T

VAULT

ASPHALT

GRAVEL

FO

FO

BLDG

CONC

CONC CONC

X X X X X X X X X X X X X X X X X X X X X X X X X

BUILDING

1450 M

BUILDING 1548

ASPHALT

ASPHALT

CONC

PULL-UP BARS

CANOPY

CONC

CONC

BLDGS1447

STAIRS

TANKS

X X

X X

X X

X X

X X

X

XXXXXXXXXXXX

XX

XXXXXXXXXXXXXXXXXXX

XXXXX

X X

X X

X X

X

X X

X X

X X

X X

X

E

E E

E

E E E E E E E E E E

E E

E

E E

E E

E

E

E

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E E

E E

E E

E E

E E

E E

E E

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E E

E E

E E

E E

E E

E

E

E

E E

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E E

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E

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E E

E E

E

E E

E E

E E

E

W

W W

W W

W W

W

W W

W W

W W

W W

W W

W W

W W

W

G

G G

G

G G

G G

G G

G G

G G

G G

G G

X X

X X

X

96"C H

L

96"CHL GATE

96"C H

L 96"C

H L

36"C H

AIN

36"C

H

AIN

G

ATE

96"C H

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96"CHL-3SBW

G

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96"C H

L

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84"CHL-3SBW

84"C H

L

84"C H

L G

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36"C H

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96"CHL-3SBW96"CHL-3SBW

96"CHL

72"C H

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G

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GATE

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CONC

CONC

SAN

SD

SD

SD

SD

W W

W

W

W

W

W

W

W W W W W W W

WWWWWWW

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W W

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SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

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VERIFY

STM MH

SD SD SD SD

SD

E E

E E

E E

LPS

LPS LPS LPS

LPS LPS

LPS

LPS LPS LPS

T T T T T

E

E

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OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

O H

P O

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O H

P O

H P

O H

P O

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P O

H P

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GRASS

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20205

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A R

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A1 1" = 30'

DEMOLITION PLAN - AREA 5

SATISFACTORY TO MARCH 19, 2025

APPROVED

ACTIVITY

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

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1 2 3 4 5

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D

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DRAWFORM REVISION: 25 AUGUST 2020

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1, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

S

EJA

DSN

DLB

1KEY NOTES :

1. PAVEMENT REMOVAL (TYP.)

2. TEMPORARY CONSTRUCTION FENCE

(TYP.)

3. PEDESTRIAN ACCESS CORRIDOR.

4. COORDINATE FENCE REMOVAL WITH

GATE INSTALLATION.

5. REMOVE PARKING STALL STRIPING BY

GRINDING BETWEEN BLDG 1445 AND POV

LOT.

6. REMOVE UPPER 2-FEET OF GRAVEL AND

HARD PACKED DIRT IN PREPARATION

FOR LANDSCAPING.

7. CONTRACTOR STAGING AREA.

8. PORTABLE TRAFFIC BARRIER TO

PROTECT PEDESTRIANS.

9. REMOVE AND REPLACE FENCE AS

DIRECTED BY COR.

10. CURB AND GUTTER REMOVAL.

11. CUT DOWN BACK OF CURB TO DRAIN

VALLEY GUTTER

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND

AND ABBREVIATIONS.

2. SEE SHEET C-002 FOR CIVIL GENERAL

NOTES.

3. SEQUENCE CONSTRUCTION TO

PROVIDE SAFE PEDESTRIAN

CORRIDOR BETWEEN BUILDING 1445

AND POV PARKING LOT.

4. BUILDING 1445 TO REMAIN IN USE

DURING CONSTRUCTION.

5. SEE ARCHITECTURAL AD SHEETS FOR

BUILDING ADDITION DEMOLITION

WORK.

N

12915753

10 2 en dm en

/2 4/ en dm en

/2

KEY MAP

9.0'

(TYP)

18.5'

(TYP)

7 7 7

26'

(TYP)

26.0'

26.0'

26'

26.0'

26.0'

4.5'

9.0'

6'

30.0'

(TYP)

40.0'

(TYP)

11.0'

(TYP)

12.0'

8.0'

20.00'29.34'

10.0'

(TYP)

10.0'

MTVR PARKING AREA

LO

D

LO

D

LO

D

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LODLODLODLODLODLODLODLODLOD

LO

D

LO

D

LO

D LOD

LO

D

LO

D

LO

D

LOD LOD LOD LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

DLOD

LODLODLOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LODLODLO

D

LO

D

LOD

LOD LOD LOD

LO

D

LO

D

LO

D

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LO

D

LO

D

R5.00' R10.00'

R5.00'

R15.00'

R5.0 0'

R5.0 0'

R20.00'

R15.00' R25.00'

R5.00'

R 25.00'

R5.00'

11.0'

(TYP)

30.0

(TYP)

11.0'

(TYP)

5.0' (TYP)

5.0'

(TYP)

30.0

(TYP)

40.0'

(TYP)

30.0

(TYP)

30.0

(TYP)

7.0'

20.00'

24.0' 10.0'

(TYP)

20.0'

10 15

CS104

MATCH LINE, SHEET

MATCH LINE, SHEET

PHASE 2

PHASE 1

PHASE 2

PHASE 1

CS104104

CS104

MATCH LINE, SHEET

MATCH LINE, SHEET 104

CS104105

XX

X X

X X

X X

X X

X X X X X X X X X

X

X X

X X

X X

X

X X

X X

XXXXXXXXXXXXXX

NMESIS COMPOUND

POV PARKING LOT

H

AZ

M

AT

HUMIDITY CONTROLLED

WAREHOUSE

BLDG. ADDITION

BLDG 1450 COMPOUND

X X

X X

X

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CONC

GRAVEL

CONC

BUILDING

1450 M

BUILDING

1450 N

BUILDING

BUILDING

BUILDING

BLDG1468

CONC

CONC

RAMP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC

CONC

CONC

FUEL MH

UNK UTL

UNK UTL

LIFT STATION

CONC

GRAVEL

RIPRAP

R

IPR

AP

X

BLDGTOWER

RAMP

X

X X X

X

X X

X X

X

X

X X

X

X X

X X

X X

X X

X X

X

X X

X X

X X

X

G

G

G

GGGGG

G G

G

G G

G G

G G

X X

X 84"C

H L

84"C H

L

36"C H

AIN

G

ATE

GATE

96"CHL

G

ATE

84"C H

L

84"CHL

GATE

96"CHL

GATE

G

ATE

72"CHL

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P

APPROX.

MH LOCATION

GRAVEL

GRASS

G R

AS

S

G R

AS

S

G R

AS

S

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AS

S

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A1 1" = 30'

SITE PLAN - AREA 4

SATISFACTORY TO MARCH 19, 2025

APPROVED

ACTIVITY

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

D

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EN

T

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G

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M S

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DRAWFORM REVISION: 25 AUGUST 2020

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(D C)

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T ue sd ay , N ov em be r 1

1, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

S

EJA

DSN

DLB

KEY NOTES :

1. HEAVY DUTY ASPHALT PAVEMENT

(D2/C-501)

2. LIGHT DUTY ASPHALT PAVEMENT

(D1/C-501)

3. CONCRETE PAVEMENT (C1/C-501).

PROVIDE JOINTS PER DETAIL A3/C-501.

4. NEW EDGE OF PAVEMENT

5. 4" SOLID WHITE LINE(S) (TYP)

6. MOTORCYCLE PARKING

7. 12" WIDE RIBBON OF CONCRETE

8. 7-FT CHAIN LINK PERIMETER

SECURITY FENCE WITH 1-FT TOPPER.

CONNECT TO EXISTING FENCE WITH

CORNER POST.

9. 28' WIDE DOUBLE SWING GATE

10. 4' PEDESTRIAN SECURITY GATE

11. SEE STRUCTURAL SHEETS FOR

HAZMAT FOUNDATION AREA

REQUIREMENTS

12. CURB AND GUTTER

13. RETAINING WALL (A1 OR A3/S201)

14. EXPANDED WASH RACK, SEE

STRUCTURAL SHEETS

15. 5' WIDE CONC. SIDEWALK (B4/C-501)

16. EXTEND 6' WIDE CONC. SIDEWALK

17. CONCRETE RIBBON CURB, MINIMUM 4"

HEIGHT.

18. EXPAND WASH WATER COLLECTION

BASIN WITH EXTERIOR RIBBON CURB.

19. SEE SHEET S-002 FOR STRUCTURAL

PLAN VIEW.

20. NO PARKING PAVEMENT STRIPING

(A3/C-507)

21. ADJUST STRUCTURE RIM ELEVATION

AS NEEDED PRIOR TO PAVING.

NOTES:

1. SEE SHEET C001 FOR CIVIL LEGEND

AND ABBREVIATIONS.

2. SEE SHEET C002 FOR CIVIL GENERAL

NOTES.

3. REFER TO ARCHITECTURAL SHEETS

FOR BUILDING/ADDITION DIMENSIONS.

4. CONCRETE REQUIRES THICKENED

EDGES ALONG EXISTING PAVEMENT,

SEE DETAILS A1/C-501.

5. ONLY BOLLARDS PROTECTING

EQUIPMENT AROUND BUILDINGS ARE

SHOWN FOR CONTEXT.

6. SEE THE BUILDING DRAWINGS FOR

TOTAL NUMBER OF BOLLARDS

AROUND EACH BUILDING AND THEIR

LOCATION.

N

12915758 en dm en

/2

KEY MAP

26.0'

11.0'

9.0'

(TYP)

30.0'

44.0'

11.0'

(TYP)

28.8' +/-

26.0' 26.0'

35.2' +/-

5.0' (TYP)

35.0'

15.0'

32.3' +/-

26.0'

12.0'

24.0'

20.0'

(TYP)

20.0'

20.0'

(TYP)

29.7' +/-

10.00' 10.00'

5 4

10.0'

(TYP)

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D LOD

LO

DLO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D LOD

LO

D

LO

D

LO

D

LODLOD

CS105

MATCH LINE, SHEET

MATCH LINE, SHEET 104

CS105105

XX

X

BLDG 1445 COMPOUND

H

AZ

M

AT

BLDG ADDITION

BLDG 1450 COMPOUND

JTVR PARKING AREA

SIGN

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

PULL-UP BARS

BASKETBALL GOAL

STEPS CONC

GATE

BLDG 1460

CANOPY

GRAVEL

6"WALL

W/ HANDRAIL CONC

CONC

WATER

SPIGOT

CONC

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC CONC

CONCCONC

X X

X X

X X

X

CONC

PULL-UP BARS

VAULT

ASPHALT

GRAVEL

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X X X X X X X X X X X X X X X X X X X X X X X X X

BUILDING

1450 M

BUILDING 1548

ASPHALT

ASPHALT

CONC

PULL-UP BARS

CANOPY

CONC

CONC

BLDGS1447

STAIRS

TANKS

X X

X X

X X

X X

X X

X

XXXXXXXXXXXX

XX

XXXXXXXXXXXXXXXXXXX

XXXXX

X X

X X

X X

X

X X

X X

X X

X X

X

G

G G

G

G G

G G

G G

G G

G G

G G

G G

X X

X X

X

96"C H

L

96"CHL GATE

96"C H

L 96"C

H L

36"C H

AIN

36"C

H

AIN

G

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96"C H

L

96"CHL-3SBW

G

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96"C H

L

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84"CHL-3SBW

84"C H

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36"C H

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96"CHL

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CONC

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20205

10765

S

IT

E P

LA

N

A

R E

A

A1 1" = 30'

SITE PLAN - AREA 5

SATISFACTORY TO MARCH 19, 2025

APPROVED

ACTIVITY

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

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R

IN

G S

YS

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M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

DE

SI

GN

A

ND

C

ON

ST

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1, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

S

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DSN

DLB

1KEY NOTES :

1. HEAVY DUTY ASPHALT PAVEMENT.

(D2/C-501)

2. NO PARKING PAVEMENT STRIPING

(A3/C-507).

3. 28' WIDE DOUBLE SWING GATE.

4. "NO PARKING" SIGN (R8-3) CENTERED

AT THE HEAD END OF EACH STRIPED

AISLE.

5. TIE EXISTING FENCE TO GATE POSTS.

6. HEAVY DUTY ASPHALT PAVEMENT

PATCH AS NECESSARY.

7. 4" SOLID WHITE LINE (TYP)

8. 1.5" DROP CURB & GUTTER (C3/C-504)

9. CONCRETE PAVEMENT (C1/C-501).

PROVIDE JOINTS PER DETAIL A3/C-501.

10. CURB & GUTTER (C4/C-504)

11. VALLEY GUTTER (B4/C-504)

NOTES:

1. SEE SHEET C001 FOR CIVIL LEGEND

AND ABBREVIATIONS.

2. SEE SHEET C002 FOR CIVIL GENERAL

NOTES.

3. REFER TO ARCHITECTURAL SHEETS

FOR BUILDING/ADDITION DIMENSIONS.

4. CONCRETE REQUIRES THICKENED

EDGES ALONG EXISTING PAVEMENT,

SEE DETAIL A1/C-501.

5. ONLY BOLLARDS PROTECTING

EQUIPMENT AROUND BUILDINGS ARE

SHOWN FOR CONTEXT.

6. SEE THE BUILDING DRAWINGS FOR

TOTAL NUMBER OF BOLLARDS

AROUND EACH BUILDING AND THEIR

LOCATION.

N

12915759 en dm en

/2

KEY MAP

3" 5"

3"

3" 5" 3" 5" 3"

3000PSI CONCRETE ENCASED

DUCTBANK

5-INCH SCH 40 PVC CONDUITS (TYP.)

B1 PRIMARY DUCT BANK DETAIL

SCALE: NTS

4-INCH SCH 40 PVC CONDUITS (TYP.)

3-CELL FABRIC MESH INNERDUCTS

3" 4"

3"

3" 3"

3000PSI CONCRETE ENCASED

DUCTBANK

3" 3"4" 4" 4"

A1 3-WAY COMM DUCTBANK DETAIL

SCALE: NTS

4-INCH SCH 40 PVC CONDUITS (TYP.)

3" 4"

3"

3" 3"

3000PSI CONCRETE ENCASED

DUCTBANK

3" 3"4" 4" 4"

C1 SECONDARY DUCT BANK DETAIL

SCALE: NTS

ES701

JTR MKW JTR

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SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

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DRAWFORM REVISION: 25 AUGUST 2020

D E S I G

N

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N

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N A V A L

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BRANCH MANAGER

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FIRE PROTECTION

N A

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SITE

OF 120

1760523

FINAL SUBMITTAL

DRR/KRT

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DSN

MARCH 19,2025

JAS

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

A2 SITE ELECTRICAL RISER DIAGRAM

SCALE: NTS

HS

100/2 MB

EXISTING 75 KVA, 240V, 1Ø,

POLE-MOUNTED TRANSFORMER TO

REMAIN FOR REUSE.

3-#3, 2" CONDUIT

1-#8 GND

SPD

12915822

A4 GATE AND FENCE GROUNDING DETAIL

SCALE: NTS

#2 AWG BONDING JUMPER

ACROSS GATEGROUND ROD. TYPICAL.

COMPRESSIONS LUGS. TYPICAL.

FENCE GATE GROUNDING ASSEMBLY WITH TINNED

COPPER PIPE CLAMPS AND #2 AWG WELDING CABLE

FLEX JUMPER TO GATE WITH STAINLESS STEEL

HARDWARE. TYPICAL.

COPPER ALLOY CABLE TO PIPE MECHANICAL

CONNECTOR ON TOP RAIL WHEN BARBED

WIRE IS NOT USED. TYPICAL.

GATE GROUNDING

CORNER OR ANGLE POST GROUNDING LINE POST GROUNDING

EXOTHERMIC WELD. TYPICAL.

#2 AWG BONDING CONDUCTOR. TYPICAL.

CONTINUOUS #6 AWG STRANDED

BARE COPPER BONDING

CONDUCTOR. TYPICAL. WEAVE

THRU FENCE FABRIC.

TINNED COPPER UNIVERSAL PIPE CLAMP

WITH STAINLESS STEEL HARDWARE.

TYPICAL.

COPPER ALLOY CABLE TO PIPE MECHANICAL

CONNECTOR AROUND POST AND ONE OR

MORE STRANDS OF FENCE FABRIC. TYPICAL.

TINNED PLATED FENCE FABRIC AND BARBED WIRE GROUNDING

CLAMP WITH STAINLESS STEEL HARDWARE. TYPICAL.

COPPER ALLOY CABLE TO PIPE MECHANICAL

CONNECTOR ON TOP RAIL WHEN BARBED

WIRE IS NOT USED. TYPICAL.

A

M E

N D

M E

N T

/1 4/

MATCH LINE, SHEET LP104

MATCH LINE, SHEET LP103

LP104

MATCH LINE, SHEET

MATCH LINE, SHEET

LP105

MATCH LINE, SHEET LP104

MATCH LINE, SHEET LP103

LO

D

LO

D

LO

D

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LODLODLODLODLODLODLODLODLOD

LO

D

LO

D

LO

D LOD

LO

D

LO

D

LO

D

LOD LOD LOD LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

DLOD

LODLODLOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LODLODLO

D

LO

D

LOD

LOD LOD LOD

LO

D

LO

D

LO

D

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LO

D

LO

D

LP104

MATCH LINE, SHEET

MATCH LINE, SHEET 103

LP104104

LP104

MATCH LINE, SHEET

MATCH LINE, SHEET 104

LP104105

DD

D D

D SDSDSDSD

22'

29'

24'

24'

24'

24'

T T

T T

T

X X

X X

X

T T

T T

T T

T T

T T

PULL-UP BARS

CONC

GRAVEL

FO

FO

FO

CONC

BUILDING

1450 M

BUILDING

1450 N

BUILDING

BUILDING

BUILDING

BLDG1468

CONC

CONC

RAMP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC

CONC

CONC

FUEL MH

UNK UTL

UNK UTL

LIFT STATION

CONC

GRAVEL

RIPRAP

R

IPR

AP

T

T

T

X

BLDGTOWER

RAMP

X

X X X

X

X X

X X

X

X

X X

X

X X

X X

X X

X X

X X

X

X X

X X

X X

X

E E

E

E E E E E E E E

E

E E

E

E E

E

E

E

E

E

E E

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E E

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W W

W W

W W

W W

W

W W

W W

W W

W W

W W

W

W

W

W

W

W

W W

W W

W W

W W

G

G

G

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G G

G

G G

G G

G G

X X

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H L

84"C H

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G

ATE

GATE

96"CHL

G

ATE

84"C H

L

84"CHL

GATE

96"CHL

GATE

G

ATE

72"CHL

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

W W

W

25'

25'

25'

25'

20'

25'

25'

25'

25'

E E

E E

E E

E E

E E

E E E E E

E E

E E

E E

E E

E E

E E

E E

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LPS LPS

LPS

LPS LPS

E

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P O

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O H

P O

H P

O H

P O

H P

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P E

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E E

E E

E E

APPROX.

MH LOCATION

GRAVEL

GRASS

G R

AS

S

G R

AS

S

G R

AS

S

G R

AS

S

W

W W

W W

W W

W

W

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X X

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X X X X X X X X X

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X X

X X

X

X X

X X

XXXXXXXXXXXXXX

NMESIS COMPOUND

POV PARKING LOT

H

AZ

M

AT

HUMIDITY CONTROLLED

WAREHOUSE

BLDG. ADDITION

BLDG 1450 COMPOUND

LA

N

D S

C A

P E

P

LA

N

A R

E A

A1 1" = 30'

CIVIL LANDSCAPE PLAN - AREA 4

SATISFACTORY TO MARCH 19, 2025

APPROVED

ACTIVITY

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

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DRAWFORM REVISION: 25 AUGUST 2020

DE

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