1760523 DWG Amendment 02.pdf

PDF 5 MB Posted Oct 8, 2025

Attached to: P1556 10th Marines Maintenance and Operations Complex, Marine Corps Base (MCB) Camp Lejeune, North Carolina
Solicitation number: N4008525R2532
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Oct 8, 2025

This document is a set of engineering and utility drawings for the P-1556 10th Marines Operational Complex project at Marine Corps Base Camp Lejeune, North Carolina. The drawings, dated 26 September 2025 and Amendment 02, detail demolition plans for multiple areas (Areas 2, 4, and 5) and utility layouts including water, sewer, and stormwater infrastructure. The technical drawings cover the relocation and modification of utilities for several buildings, including an Artillery Shelter, NMESIS Compound, Maintenance Shop, and Humidity Controlled Warehouse. Key elements include replacing existing utility pipes, adding gate valves, correcting pipe profiles, labeling pipe sizes and types, and preparing the site for new construction by removing existing infrastructure such as buildings, foundations, pavements, and associated utilities.

The drawings are part of a comprehensive site redevelopment project, with detailed plans for infrastructure modifications across different project areas. The documents include precise technical specifications for water main connections, sewer line installations, and utility relocations, with specific notes on construction sequencing, pedestrian safety, and preservation of existing infrastructure where required. The project involves Naval Facilities Engineering Systems Command (NAVFAC) and is designed by Stantec, with approval from the Marine Corps Base Camp Lejeune leadership. The project number is 1760523, and the drawings were initially prepared on 06 May 2025, with the most recent amendment issued on 26 September 2025.

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Attachment J - Price Proposal Form (rev1).docx	DOCX document	Dec 18, 2025
1760523 Geotech Report_Addendum 3.pdf	PDF	Dec 18, 2025
1760523 P1556_ADDENDUM_GEOTECH REPORT_FIGURES.pdf	PDF	Dec 18, 2025
1760523 P1556_ADDENDUM_GEOTECH REPORT_APPENDICES.pdf	PDF	Dec 18, 2025
P1556_FINAL_GEOTECH REPORT_TEXT.pdf	PDF	Dec 18, 2025
P1556_FINAL_GEOTECH REPORT_FIGURES.pdf	PDF	Dec 18, 2025
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1760523 P1556_ADDENDUM_GEOTECH REPORT_TEXT.pdf	PDF	Dec 18, 2025
P1556_FINAL_TESTS AND ANALYSES.pdf	PDF	Dec 18, 2025
P1556_FINAL_GEOTECH REPORT_APPENDICES.pdf	PDF	Dec 18, 2025
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1760523 Amendment 03_Specs.pdf	PDF	Dec 18, 2025
N4008525R2532 Amendment 0004.pdf	PDF	Nov 17, 2025
N4008525R2532 Amendment 0003.pdf	PDF	Oct 29, 2025
1760523 DWG Amendment 01.pdf	PDF	Oct 8, 2025
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N4008525R2532 Amendment 0002.pdf	PDF	Oct 8, 2025
BLDG P1556 -1760523 COMBINED.pdf	PDF	Oct 8, 2025
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Attachment I - D1_B1450.pdf	PDF	Sep 17, 2025
Attachment I - C1_HP500.pdf	PDF	Sep 17, 2025
Attachment D - Past Performance Questionnaire.docx	DOCX document	Sep 17, 2025
Attachment A - PPI Log Template.xlsx	XLSX spreadsheet	Sep 17, 2025
Attachment J - Price Proposal Form.docx	DOCX document	Sep 17, 2025
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Attachment I - A2_HCNTRL.pdf	PDF	Sep 17, 2025
Attachment H - SPECS.pdf	PDF	Sep 17, 2025
Attachment G - Small Business Subcontracting Plan (SBSP) Template.docx	DOCX document	Sep 17, 2025
Attachment F - Small Business Participation Commitment Document (SBPCD).docx	DOCX document	Sep 17, 2025
Attachment E - Historical Small Business Utilization.docx	DOCX document	Sep 17, 2025
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Attachment I - B1_B1445.pdf	PDF	Sep 17, 2025
Attachment I - A5_B1337.pdf	PDF	Sep 17, 2025
Attachment C - Construction Experience Data Sheet.docx	DOCX document	Sep 17, 2025
Attachment B - PIEE Vendor Access Instructions.pdf	PDF	Sep 17, 2025
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Attachment I - A1_FLDMAINT.pdf	PDF	Sep 17, 2025

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P-1556 10 th

MARINES OPERATIONAL COMPLEX

1760523

AMENDMENT 02

26 SEPTEMBER 2025

DRAWINGS:

NAVFAC No. 12915750, CD102, DEMOLITION PLAN – AREA 2

REPLACE: Replace existing sheet with sheet including revision 1 dated 26 September 2025

- Labeled existing pipe size

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

- Updated existing pipe type labels

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

NAVFAC No. 12915772, CU001, UTILITY LAYOUT - OVERALL

NAVFAC No. 12915773, CU102, ARTILLERY SHELTER AND NMESIS COMPOUND WATER

- Labeled existing pipe sizes and added gate valve

NAVFAC No. 12915774, CU103, MAINTENANCE SHOP WATER AND SEWER

- Added gate valve and corrected pipe profile

NAVFAC No. 12915775, CU104, HUMIDITY CONTROLLED WAREHOUSE WATER EAST

- Labeled existing pipe size

36" RCP

10" PVC

8" PVC

8" D

8" PVC

6" PVC

8" PVC

6" PVC

18" RCP

15" RCP

36" R

CP48" R

6" PVC

48" R

36" R

X X X X X X X X X X X

X X

XXXX

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

XXXXXXXXXX

XXXXXXXX

/ / / / / /LODLODLODLODLOD

LOD

LODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD

D LOD

LOD LOD LOD LOD

LOD

LODLOD

LOD

LODLODLODLOD

WEB

T T

FO FO FO

84"CHL

96"CHL

84"C H

96"CHL

84"C H

L-3SBW

ATE

CONC

ASPHALT

CONC

96"C H

L 96"C

H L

96"CHL

X X

96"CHL

CONC

84"CHL

GATE

GRAVEL

RIPRAP

IPR

BLDG

96"C H

96"CHL

GATE

96"C H

L G

ATE

16"PINE

10"PINE

TOWER

TANK

ATE

GATE

X X

X X X

X X

X X X

X X

X X X X

X X

E E

EEE

E E

E E E

E E

E E E

W W W W W W W W

W W

WWG

G G

D D

20317

20456

21396

22751

22752

EEEEE

D D

W W

T T

23'

25'

29'

23'

22'

22868

21393

22750

SD SD SD

SAN SAN SAN SAN

SAN

SANSAN

SAN

SAN SAN

W W

XXXXXX

N SAN

SAN

GRASS

ASPHALT

TANK

GRASS

ASPHALT

XXXX

ASPHALT

X X

SAN

20'

E E E E E

W W

T T

FO FO FO

84"CHL

96"CHL

84"C H

96"CHL

84"C H

L-3SBW

ATE

CONC

ASPHALT

CONC

96"C H

L 96"C

H L

96"CHL

X X

96"CHL

CONC

84"CHL

GATE

GRAVEL

RIPRAP

IPR

BLDG

96"C H

96"CHL

GATE

96"C H

L G

ATE

16"PINE

10"PINE

TOWER

TANK

ATE

GATE

X X

X X X

X X

X X X

X X

X X X X

X X

E E

EEE

E E

E E E

E E

E E E

W W W W W W W W

W W

WWG

G G

D D

20317

20456

21396

22751

22752

EEEEE

D D

W W

T T

23'

25'

29'

23'

22'

22868

21393

22750

SD SD SD

SAN SAN SAN SAN

SAN

SANSAN

SAN

SAN SAN

W W

XXXXXX

N SAN

SAN

GRASS

ASPHALT

TANK

GRASS

ASPHALT

XXXX

ASPHALT

X X

SAN

20'

E E E E E

W W

36" R

CP48" R

X X

LOD

WEB

96"CHL 96"CHL

84"CHL X

CONC

X X E20456 22752

25'

STORM

WATER

POND

STORM

WATER

POND

ASPHALT

ASPHALT20'

RIPRAP

RISER

CONC/METAL

TOP=19.81'

TOP CONC BASE=18.71'

15"RCP INV=9.92'

8"PVC INLET OUTSIDE TOP=17.30'

8"PVC INLET INSIDE INV=16.78'

WET

20'

25'

20'

15'

20'

10'

15'

20'

15'20' 20'

15'

20'

15'

10'

15'

10'

15'

20' 20'

11'

STMHRIM =18.08'

INV=9.82' 15" N

INV=9.76' 15" S

24043 18.041

HEAD WALL

24044 18.060

HEAD WALL

24049 17.444

HEAD WALL

24050 17.602

HEAD WALL

96"CHL 96"CHL

84"CHL X

CONC

X X E20456 22752

25'

STORM

WATER

POND

STORM

WATER

POND

ASPHALT

ASPHALT20'

RIPRAP

RISER

CONC/METAL

TOP=19.81'

TOP CONC BASE=18.71'

15"RCP INV=9.92'

8"PVC INLET OUTSIDE TOP=17.30'

8"PVC INLET INSIDE INV=16.78'

WET

20'

25'

20'

15'

20'

10'

15'

20'

15'20' 20'

15'

20'

15'

10'

15'

10'

15'

20' 20'

11'

STMHRIM =18.08'

INV=9.82' 15" N

INV=9.76' 15" S

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.:

1 2 3 4 5

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

(D C)

- N

, V A

C O

E C

U N

E, N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S C

O M

AS INDICATED

OF 120

1760523

JAA JAA EGP

DRR/KRT

P-

0T H

O M

C R

O N

CD102

: B

G P

-1

-C D

S-

.D W

: V

:\2

N \C

\S H

\A M

_0 2_

N D

T hu rs da y, S ep te m be r 2

5, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

EJA

DSN

DLB

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. REMOVE EXISTING WATERMAIN (TYP.)

5. REMOVE EXISTING WATER SERVICE

(TYP.)

6. REMOVE EXISTING SANITARY SEWER

(TYP.)

7. REMOVE EXISTING SEWER SERVICE

(TYP.)

8. END FENCE REMOVAL AT LINE POST.

PROTECT EXISTING FENCE TO REMAIN.

9. COORDINATE WITH BASE FOR ABOVE

GROUND GAS TANK REMOVAL BY

UTILITY. REMOVE CONCRETE PAD,

BOLLARDS, AND PIPING.

10. PROTECT TRANSFORMER AND YARD

LIGHT.

11. CLEAR AND GRUB TREE.

12. CAP WM AT TEE.

13. REMOVE HYDRANT AND SUPPORTING

PIPE.

14. REMOVE STORM PIPE TO POND.

15. REMOVE AND REPLACE FENCE AS

DIRECTED BY COR.

16. REMOVE EXISTING STORM PIPE AND

STRUCTURES.

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 SEVICE LINE

REMOVALS. CAP WATERMAIN TO REMAIN.

SHUT OFF CORPS AT MAIN.

4. SEE ARCHITECTURAL DEMOLITION

PLANS FOR ADDITIONAL INFORMATION

ON BUILDINGS TO BE DEMOLISHED.

12915750

14 15

WETLAND BUFFER

INSET A

SEE INSET A

MATCH LINE, SHEET CD104

MATCH LINE, SHEET CD103

A m en dm en t 0

/2 6/

KEY MAP

SCALE: 1" = 800'

D E

M O

O N

A R

E A

A1 1" = 30'

DEMOLITION PLAN - AREA 2

06 MAY 2025

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

CD104

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

18" R C

6" PVC8" PVC

8" PVC

10" PVC

8" PVC

10" PVC

8" PVC8" PVC

8" PVC

10 10

LOD LOD LOD LOD LOD LOD LOD LOD

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

LODLODLODLODLODLODLODLODLOD

D LOD

LOD LOD LOD LOD

LOD

DLOD

LODLODLOD

LOD

LODLODLO

LOD

LOD LOD LOD

LOD

T T

X X

T T

PULL-UP BARS

CONC

GRAVEL

CONC

BUILDING

1450 M

BUILDING

1450 N

BUILDING

BLDG1468

CONC

RAMP

ASPHALT

CONC

FUEL MH

ASPHALT

CONC

UNK UTL

LIFT STATION

CONC

GRAVEL

RIPRAP

IPR

BLDGTOWER

X X

CONC

SPIGOT

9"WALL

GRAVEL

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

XXXXXXXXXX

X X

E E

E E E E E E E E

E E

E E E

E E

W W

GGGGG

G G

X X

84"C H

L 84"C

H L

ATE

84"C H

L 84"C

H L

36"C H

AIN

ATE

GATE

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

84"C H

72"C H

GATE

ATE

84"C H

84"CHL

GATE

96"CHL

GATE

ATE

72"CHL

SAN

W W

W W W W W W W W W W W

ASPHALT

SDSDSDSD

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

SS SS SS

W W

E E

SD SD SD SD

E E E E E

E E

EEEEE

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 E

LPS LPS

LPS

LPS LPS

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 E

E E

SS SS SS

APPROX.

MH LOCATION

GRAVEL

GRASS

G R

TANK

W W

GRASS

D D D

E E

T T

20315

S S

20608

20646

20712

D 2073020.242

POL 20729

20826 20829

EAC

EEACS

EEEEE E

23198

23300

23303

24757

23200

D E

M O

O N

A R

E A

A1 1" = 30'

DEMOLITION PLAN - AREA 4

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.

12915752 en dm en

KEY MAP

SCALE: 1" = 800'

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.:

1 2 3 4 5

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

(D C)

- N

, V A

C O

E C

U N

E, N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S C

O M

AS INDICATED

OF 120

1760523

JAA JAA EGP

DRR/KRT

P-

0T H

O M

C R

O N

CD104

: V :\2

D _0

U N

D D

T hu rs da y, S ep te m be r 2 5, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

EJA

DSN

DLB

12" R C

8" PVC

18" RCP24" RCP 15" RCP

24" RCP

15" RCP 15" RCP

12" R C

8" PVC

CD105

MATCH LINE, SHEET

MATCH LINE, SHEET 104

CD105105

LOD

LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD

D LOD

LODLOD

LOD

D LOD LO

T T T T T T T T T

T T

T T T T T T T T T

SIGN

CONC

PULL-UP BARS

BASKETBALL GOAL

STEPS CONC

GATE

96"C H

96"CHL GATE

BLDG1460

CANOPY

CONC

T T

GRAVEL

96"C H

L 96"C

H L

36"C H

AIN

36"C

AIN

T T

T G

ATE

96"C

H L

96"CHL-3SBW

ATE

96"C H

GATE

84"CHL-3SBW

6"WALL

W/ HANDRAIL CONC

CONC

WATER

SPIGOT

CONC

ASPHALT

CONC CONC

CONCCONC

X X

84"C H

CONC

84"C H

L G

ATE

PULL-UP BARS

T T T T T

VAULT

CONC

ASPHALT

36"C H

AIN

96"CHL-3SBW96"CHL-3SBW

GRAVEL

BLDG

CONC

CONC CONC

X X X X X X X X X X X X X X X X X96"CHL

BUILDING

1450M

BUILDING

ASPHALT

CONC

PULL-UP BARS

CANOPY

CONC

72"C H

ATE

GATE

BLDGS1447

STAIRS

TANKS

X X

XXXXXXXX

XXXXXXXXXXXXXX

XXXX

X X

E E

E E E E E E E E E E

E E

EEE

E E

W W

G G

DDDDD

D D

S S

X X

20645

E E

EEEEEEEEEEEEEE EEEEEEEEEEEE EEEEEE EEEEEEE

E E

20205

C 10847

25.080

VAULT

10853 27.313

UBRKGT

ACD FH

T T

21'

25'

25' 27'

27'

28'

27'

25'

20'

20648

10783

10765

W W

W W W W W W W W

WWWWWWW

WWWWWWWWWWWWWWWW

W W

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

SANSAN

VERIFY

STM MH

SD SD SD SD

E E

LPS LPS

LPS

LPS LPS

T T T T T

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

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

O H

PSD

GRASS GRASS GRASS

GRASS

G R

W W

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.

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.

12915753

KEY MAP

SCALE: 1" = 800'

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.:

1 2 3 4 5

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

(D C)

- N

, V A

C O

E C

U N

E, N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S C

O M

AS INDICATED

OF 120

1760523

JAA JAA EGP

DRR/KRT

P-

0T H

O M

C R

O N

CD105

: B

G P

-1

-C D

S-

.D W

: V

:\2

N \C

\S H

\A M

_0 2_

N D

T hu rs da y, S ep te m be r 2

5, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

EJA

DSN

DLB

D E

M O

O N

A R

E A

A1 1" = 30'

DEMOLITION PLAN - AREA 5

2 3 en dm en

EX. MH - 26

X X

X X X X X

X X

X XXXXXXXX

NMESIS COMPOUND

POV PARKING LOT

NMESIS COMPOUND

MAINTENANCE SHOP

HUMIDITY CONTROLLED

WAREHOUSE

NMESIS SHELTERS

FUTURE NMESIS SHELTERS

BLDG. ADDITION

N M

S H

R S

R E

N M

S H

R S

BLDG 1450 COMPOUND

NMESIS COMPOUND

X X

X X X X X X

BLDG 1337

COMPOUND

FUTURE

ESIS

SHELTERS

FUTURENMESIS

SHELTERS

FUTURE

NMESIS

SHELTERS

X X

X X X X X

X X

X XXXXXXXX

NMESIS COMPOUND

POV PARKING LOT

NMESIS COMPOUND

MAINTENANCE SHOP

HUMIDITY CONTROLLED

WAREHOUSE

NMESIS SHELTERS

FUTURE NMESIS SHELTERS

BLDG. ADDITION

N M

S H

R S

R E

N M

S H

R S

BLDG 1450 COMPOUND

NMESIS COMPOUND

X X

X X X X X X

BLDG 1337

COMPOUND

FUTURE

ESIS

SHELTERS

FUTURENMESIS

SHELTERS

FUTURE

NMESIS

SHELTERS

X X

X X X X X

X X

X XXXXXXXX

NMESIS COMPOUND

POV PARKING LOT

NMESIS COMPOUND

MAINTENANCE SHOP

HUMIDITY CONTROLLED

WAREHOUSE

NMESIS SHELTERS

FUTURE NMESIS SHELTERS

BLDG. ADDITION

N M

S H

R S

R E

N M

S H

R S

BLDG 1450 COMPOUND

NMESIS COMPOUND

X X

X X X X X X

BLDG 1337

COMPOUND

FUTURE

ESIS

SHELTERS

FUTURENMESIS

SHELTERS

FUTURE

NMESIS

SHELTERS

T T

CONC

RAMP

ASPHALT

CONC

FUEL MH

UNK UTL

LIFT STATION

CONC

ASPHALT

X X

CONC

GRAVEL

RIPRAP

IPR

BLDG

X X

TOWER

X X

X X X X X X

X X

X X X

X X

XXX

X X

E E E E E

EEE

E E

W W

W W W W W

W W

GGG

72"C H

96"CHL

GATE

96"CHL 96"CHL

96"C H

96"CHL

96"CHL 96"CHL

84"CHL

96"C H

L 96"C

H L

96"CHL

ATE

84"C H

84"CHL

GATE

96"C H

96"CHL

GATE

ATE

72"CHL

SD SD SD

W W W

W W

SDSD

SD SD

E E E

E E

E O H

P O

H P

E E

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

APPROX.

MH LOCATION

STORM

WATER

POND

GRAVEL

GRASS

G R

GRASS

ASPHALT

GRASS

ASPHALT

RIPRAP

T T

S S

D 2073020.242

POL 20729

EEEEEE

D D

24757

106+00 107+00

108+00 109+00

110+00 111+00

112+00 113+00

114+00 115+00

SDSDSDSDSD

1+00 2+00

0+00

1+00

2+00

3+00

1+00 2+00 3+00 4+00 5+00

6+00

7+008+009+00

10+00 11+00

1+00

2+00 3+00 4+00

1+00

2+00 2+58

0+00 1+00

2+00 3+00 4+00 5+00

6+00

7+00

8+00

8+89

MH-3

MH-4

MH-5

MH-1

MH-2

WWWWW

W W

W W W W W W

W W

W W W W W

W W

SDSD

0+00 1+00

1+10

SD SD SD

SD SD SD SD

SDSD

MH - 11

OIL - WATER SEPARATOR-3

W W

MH-4AOIL - WATER SEPARATOR-1

OIL - WATER SEPARATOR-2

L A

Y O

U T

- O V

E R

A1 1" = 100'

UTILITY LAYOUT - OVERALL

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.:

1 2 3 4 5

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

(D C)

- N

, V A

C O

E C

U N

E, N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S C

O M

AS INDICATED

OF 120

1760523

JAA JAA EGP

DRR/KRT

P-

0T H

O M

C R

O N

CU001

: B

G P

-1

-C U

S-

.D W

: V

:\2

N \C

\S H

\A M

_0 2_

N D

T hu rs da y, S ep te m be r 2

5, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

EJA

DSN

DLB

12915772

SEWER STRUCTURE TABLE

STR. NO.

MH-1

MH-2

MH-3

MH-4

MH-5

MH - 11

TYPE

Sanitary Manhole with Reinforced Topslab New

Sanitary Drop Manhole with Reinforced Topslab New

Sanitary Manhole with Reinforced Topslab New

Sanitary Drop Manhole with cone New

T.C.

24.39

24.59

23.57

24.18

24.56

24.75

F.L.

(OUTFALL)

18.71

11.13

15.78

13.09

10.58 +/-

13.8 +/-

MH-4A Sanitary Drop Manhole with Reinforced Topslab New 24.31 13.48

DIA.

(FT)

8" PVC

en dm en

KEY MAP

SCALE: 1" = 800'

8" P

48" RCP

36" RCP

X X

ARTILLERY SHELTER

NMESIS SHELTERS

XXXXXX

X X

ARTILLERY SHELTER

NMESIS SHELTERS

XXXXXX

X X

ARTILLERY SHELTER

NMESIS SHELTERS

XXXXXX

X X

CONC

XXX

E E

W W

96"CHL

H L

G R

D D

1+00 2+00

W W W

STM

2CBMH

3CBMH

CBMH

W W W W W W

217' - 8" PVC C900

PROPOSED GROUNDEXISTING GROUND

0+00

0+50

1+00

1+50

2+00

2+43.12

385.5' - 6" PVC C900

PROPOSED GROUND

EXISTING GROUND

120' - 8" PVC C900

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

3+95.52

8" P

NMESIS SHELTERS

N M

C O

U N

R E

N M

NMESIS SHELTERS

N M

C O

U N

R E

N M

NMESIS SHELTERS

N M

C O

U N

R E

N M

CONC

X X

X X X

X X

E E

W W

H L

G R

RIP

RAP

111+00 112+00 113+00 114+00 115+00

SD SD SD

0+00

1+00

2+00

3+00

MH-2

W W

W W W

W W

W W W W

CBMH

A R

E R

Y S

H E

R A

N D

N M

E S

O M

P O

U N

D W

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.:

1 2 3 4 5

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

(D C)

- N

, V A

C O

E C

U N

E, N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S C

O M

AS INDICATED

OF 120

1760523

JAA JAA EGP

DRR/KRT

P-

0T H

O M

C R

O N

CU102

: B

G P

-1

-C U

S-

.D W

: V

:\2

N \C

\S H

\A M

_0 2_

N D

T hu rs da y, S ep te m be r 2

5, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

EJA

DSN

DLB

SEE RIGHT

NMESIS COMPOUND WATERARTILLERY SHELTER/B1337

WATER RELOCATION

KEYNOTES :

1. CONNECT TO EXISTING WATER PIPE WITH

90° BEND, 8" GATE VALVE AND BOX

2. CONNECT TO EXISTING WATER PIPE WITH

8"X8" TEE, 8" GATE VALVE AND BOX

3. REMOVE 8"X6" REDUCER AND CONNECT TO

EXISTING 8"X8" TEE WITH 8" GATE VALVE

AND BOX

4. 8"X6" DI TEE, 17 LF 6" DIP, 6" GATE VALVE

AND BOX, HYDRANT

5. 8"X8" TEE

6. 8" 22.5° BEND

7. 8"X6" REDUCER

8. 6" 22.5° BEND

9. 6" GATE VALVE AND BOX, HYDRANT

10. 8" GATE VALVE AND BOX

CU103SEE SHEET

ARTILLERY SHELTER

NMESIS SHELTER

NOTES

1. SANITARY SEWER PIPE IS PVC SDR 35.

2. WATER MAIN AND FIRE PROTECTION PIPE IS

PVC C900 DR 18 OR DI CLASS 250.

3. WATER SERVICE PIPE IS K TYPE COPPER

OR HDPE IPS DR 9.

4. SEE SHEET C-002 FOR CIVIL GENERAL

NOTES.

VERTICAL SCALE

HORIZONTAL SCALE

12915773 en dm en

KEY MAP

PROPOSED GROUND

EXISTING GROUND

M H

-1

A 0+

N E

St ru ct ur e

" S

" N

154'-8" PVC @ 0.60%

77'-10" PVC @ 0.18%

0+00

0+50

1+00

1+50

2+00

2+50 2+65

4" SAN

INV=18.66

STA: 0+81

M H

-2

A 1+

S W

" N W

4" SAN

STA: 0+18

(IN

D E

D R

O P)

380' - 8" PVC C900

PROPOSED GROUNDEXISTING GROUND

" S

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+25

" S

8" W

18" MIN.

SEPARATION

WATERMAIN

OFFSET

8" PVC

8" P

MAINTENANCE SHOP

NMESIS COMPOUND

MAINTENANCE SHOP

NMESIS COMPOUND

MAINTENANCE SHOP

NMESIS COMPOUND

ASPHALTR

IPR

TOWER

X X

X X X

X X

E E

E E E

W W W W W W W W W

W W

96"CHL

84"CHL

96"C H

W W

GRASS

GRASST

110+00 111+00

112+00

Structure - (55)

0+00

1+00

2+00

1+00

2+00 3+00 4+00

1+00

2+00

MH-1

MH-2

W W

W W W W W W W W W W

W W

SDSD

STMH105

STMH106

CBMH109

CBMH107

STMH104

CBMH111

OIL - WATER SEPARATOR-2

8" PVC

8" P

MAINTENANCE SHOP

NMESIS COMPOUND

MAINTENANCE SHOP

NMESIS COMPOUND

MAINTENANCE SHOP

NMESIS COMPOUND

ASPHALTR

IPR

TOWER

X X

X X X

X X

E E

E E E

W W W W W W W W W

W W

96"CHL

84"CHL

96"C H

W W

GRASS

GRASST

110+00 111+00

112+00

Structure - (55)

0+00

1+00

2+00

1+00

2+00 3+00 4+00

1+00

2+00

MH-1

MH-2

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

SDSD

STMH105

STMH106

CBMH109

CBMH107

STMH104

CBMH111

OIL - WATER SEPARATOR-2

M A

N A

N C

E S

H O

P W

R A

N D

S E

W E

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.:

1 2 3 4 5

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

(D C)

- N

, V A

C O

E C

U N

E, N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S C

O M

AS INDICATED

OF 120

1760523

JAA JAA EGP

DRR/KRT

P-

0T H

O M

C R

O N

CU103

: B

G P

-1

-C U

S-

.D W

: V

:\2

N \C

\S H

\A M

_0 2_

N D

T hu rs da y, S ep te m be r 2

5, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

EJA

DSN

DLB

MAINTENANCE SHOP WATER MAINTENANCE SHOP SEWER

CU102SEE SHEET

VERTICAL SCALE

HORIZONTAL SCALE

12915774

KEYNOTES :

1. CONNECT TO EXISTING 8" PVC WATER

PIPE WITH 8"X8" DI TEE, 8" GATE VALVE

AND BOX

2. 8"x8" DI TEE, 8" GATE VALVE AND BOX

3. 8"X6" DI REDUCER, 36 LF 6" DIP, 6" GATE

VALVE AND BOX, HYDRANT

4. CONNECT 2" SERVICE TO 8" WATER PIPE

WITH SADDLE AND CORP

5. 2" WATER SERVICE. SEE PLUMBING

SHEETS FOR BUILDING CONNECTION

6. 8"x8" DI TEE, 8" FIRE LINE. SEE PLUMBING

SHEETS FOR BUILDING CONNECTION.

7. 8" G.V. & BOX AND 8" 11.25° DI BEND

8. 4" PVC SEWER SERVICE. SEE PLUMBING

SHEETS FOR BUILDING CONNECTION

9. 6" PVC INDUSTRIAL WASTE LINE. SEE

PLUMBING SHEETS FOR BUILDING

CONNECTION

10. OIL/WATER SEPARATOR (C3/C-508). PIPE

INVERT = 19.27', RIM = 28.48'.

11. CONNECT TO EXISTING 8" SEWER WITH

MANHOLE. REMOVE UPSTREAM SEWER

AND MANHOLES.

12. PROTECT EXISTING TRANSFORMER TO

REMAIN.

13. PROTECT EXISTING HYDRANT TO REMAIN.

14. ADJUST COMM. MH CASTING RIM

ELEVATION TO 24.07' (FINISH GRADE),

APPROXIMATELY 0.4' LOWER THAN

EXISTING.

NOTES:

1. SANITARY SEWER PIPE IS PVC SDR 35.

2. WATER MAIN AND FIRE PROTECTION PIPE

IS PVC C900 DR 18 OR DI CLASS 250.

3. WATER SERVICE PIPE IS K TYPE COPPER

OR HDPE IPS DR 9.

4. SEE SHEET C-002 FOR CIVIL GENERAL

NOTES.

en dm en

KEY MAP

X X

NMESIS COMPOUND

MAINTENANCE SHOP

HUMIDITY CONTROLLED

WAREHOUSE

NMESIS SHELTERS

R E

N M

S H

R S

X X

NMESIS COMPOUND

MAINTENANCE SHOP

HUMIDITY CONTROLLED

WAREHOUSE

NMESIS SHELTERS

R E

N M

S H

R S

X X

NMESIS COMPOUND

MAINTENANCE SHOP

HUMIDITY CONTROLLED

WAREHOUSE

NMESIS SHELTERS

R E

N M

S H

R S

T T

ASPHALT

GRAVEL

RIPRAP

IPR

BLDGTOWER

X X X

X X

X X X

X X

E E

96"CHL

ATE

84"C H

84"CHL

GATE

96"CHL

E E E E E

E E

GRAVEL

GRASS

ASPHALT

T T

EEEEEE

1+00 2+00 3+00 4+00 5+00

6+00

7+008+009+00

10+00 11+00

1+00

2+00 2+58

1+00

2+00 3+00 4+00 5+00

6+00

MH-3

MH-4

MH-1

MH-2

WWWWWWWWWWW

W W

W W W W W W W W W W W W

W W

SDSDSDSD

W W W W W W W W W W W W W

SDSD SD SD SD SD SD

STMH 125

STMH208

CB209

CBMH107

STMH119

STMH124

CBMH116

CBMH117

CBMH123

CBMH121

CBMH122

CBMH115

CB108

CBMH120

CB118

MH-4AOIL - WATER SEPARATOR-1

OIL - WATER SEPARATOR-2

658' - 8" PVC C900

PROPOSED GROUND

EXISTING GROUND

4" SAN

INV=18.37

4" SAN

INV=18.37

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

WATER VALVE WATER VALVEWATER VALVE

H U

Y C

O N

D W

A R

E H

O U

S E

W A

E A

S T

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.:

1 2 3 4 5

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

(D C)

- N

, V A

C O

E C

U N

E, N

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S C

O M

AS INDICATED

OF 120

1760523

JAA JAA EGP

DRR/KRT

P-

0T H

O M

C R

O N

CU104

: B

G P

-1

-C U

S-

.D W

: V

:\2

N \C

\S H

\A M

_0 2_

N D

T hu rs da y, S ep te m be r 2

5, 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 www.stantec.com

SITE

EJA

DSN

DLB

HUMIDITY CONTROLLED WAREHOUSE WATER EAST

VERTICAL SCALE

HORIZONTAL SCALE

CU103SEE SHEET

12915775

KEYNOTES :

1. 8"X6" REDUCER, 4 LF 8" DIP, 6" GATE

VALVE AND BOX, HYDRANT

2. 8" DI TEE

3. CONNECT TO EXISTING 8" PVC WATER

MAIN WITH 8" GATE VALVE AND 8"X8" DI

TEE

4. 8" GATE VALVE AND BOX.

5. 8" x 6" DI TEE, 36 LF 6" DIP, 6" GV AND

HYDRANT.

6. 8" 90° DI BEND.

7. 8"x8" DI TEE. 8" PVC FIRE LINE. SEE

PLUMBING SHEETS FOR BUILDING

CONNECTION.

8. CONNECT 1 1/2" SERVICE TO 8" WATER

PIPE WITH SADDLE AND CORP.

9. 1-1/2" WATER SERVICE, SEE PLUMBING

SHEETS FOR BUILDING CONNECTION.

10. 8"x6" DI TEE, 28 LF 6" DIP, 6" G.V. AND

HYDRANT.

2 3 4 6

CU105SEE SHEET

8" PVC

en dm en t 0

KEY MAP

BLDG P1556-1760523-CD102-S_ADM02

BLDG P1556-1760523-CD104-S_ADM02

BLDG P1556-1760523-CD105-S_ADM02

BLDG P1556-1760523-CU001-S_ADM02

BLDG P1556-1760523-CU102-S_ADM02

BLDG P1556-1760523-CU103-S_ADM02

BLDG P1556-1760523-CU104-S_ADM02

	2025-09-26T15:59:21-0400
Norfolk, VA
James E. Donahue, RA
I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed.

2025-09-26T16:00:25-0400

	2025-09-26T15:59:29-0400
Norfolk, VA
James E. Donahue, RA
I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed.

	2025-09-26T15:59:32-0400
Norfolk, VA
James E. Donahue, RA
I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed.

	2025-09-26T15:59:34-0400
Norfolk, VA
James E. Donahue, RA
I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed.

	2025-09-26T15:59:36-0400
Norfolk, VA
James E. Donahue, RA
I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed.

	2025-09-26T15:59:38-0400
Norfolk, VA
James E. Donahue, RA
I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed.

	2025-09-26T15:59:40-0400
Norfolk, VA
James E. Donahue, RA
I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed.

2025-09-26T16:00:27-0400

2025-09-26T16:00:29-0400

2025-09-26T16:00:31-0400

2025-09-26T16:00:34-0400

2025-09-26T16:00:36-0400

2025-09-26T16:00:38-0400

File details come from the government source that posted it. Updated Oct 8, 2025.