Amendment 0008 - C9 - Storm Drain Replacement Exhibit.pdf

PDF 2 MB Posted Jul 2, 2026

Attached to: DESIGN-BUILD (DB) BARRACKS INITIATIVE (PACKAGE #1), MARINE CORPS AIR STATION (MCAS) CHERRY POINT, NC
Solicitation number: N4008526R0053
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jul 2, 2026

This file is a Storm Drain Replacement Exhibit consisting of three technical drawings (sheets SD101, SD102, and SD103) prepared by Naval Facilities Engineering Systems Command (NAVFAC) for the FY 26 USMC Barracks 2030 project at Cherry Point Site 1 in Havelock, North Carolina. The drawings are dated 19 December 2025 and document the location, configuration, and specifications of storm sewer infrastructure requiring replacement.

The exhibits depict existing storm drain systems across the Naval Station Norfolk facility, including multiple subsurface storm drain manholes (SDMH #1-3, SSMH #2-7), catch basins (CB #10-23), and connecting pipe networks ranging from 4 inches to 24 inches in diameter using materials including PVC and reinforced concrete pipe (RCP). The drawings indicate rim elevations, invert elevations, and pipe specifications for each structure. Multiple concrete storm drains are noted for in-kind replacement based on available GIS data. The site plan encompasses three buildings (4197, 4198, 4294, 4295, 4296, 4311, 4312, 4313) with associated parking lots, sidewalks, and utility infrastructure. The drawings reference matchlines between sheets and provide north orientation, scale notation (1" = 20'), and key plan identifiers for cross-referencing with other design sheets in the overall project documentation.

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Other files

File	Type	Posted
N4008526R0053 Site Visit Log.pdf	PDF	Jul 14, 2026
Amendment 0010.pdf	PDF	Jul 10, 2026
AMENDMENT 0009.pdf	PDF	Jul 9, 2026
Amendment 0008 - D16 - Ladder 251 - Pierce Turning Performance Analysis.pdf	PDF	Jul 2, 2026
AMENDMENT 0008.pdf	PDF	Jul 2, 2026
Amendment 0008 - C8 - Cherry Point Site 1 Sanitary Plan.pdf	PDF	Jul 2, 2026
Amendment 0008 - D15 - ITG A2L Refrigerants For Navy and MC Facilities.pdf	PDF	Jul 2, 2026
Amendment 0008 PPI Responses.pdf	PDF	Jul 2, 2026
AMENDMENT 0007.pdf	PDF	Jun 26, 2026
Amendment 0007 PPI Responses.pdf	PDF	Jun 26, 2026
Amendment 0006 PPI Responses.pdf	PDF	Jun 24, 2026
AMENDMENT 0006.pdf	PDF	Jun 24, 2026
AMENDMENT 0005.pdf	PDF	Jun 3, 2026
Amendment 0005 B2 Hazardous Materials Report Bldgs 4201 4294 4295 4296 4312.pdf	PDF	Jun 3, 2026
Amendment 0005 Wage Determination NC20260018 05 18 26.pdf	PDF	Jun 3, 2026
Amendment 0005 D14 - Excerpt from Cherry Point Area Development Plan.pdf	PDF	Jun 3, 2026
AMENDMENT 0004.pdf	PDF	May 20, 2026
AMENDMENT 0003.pdf	PDF	May 19, 2026
AMENDMENT 0002.pdf	PDF	May 15, 2026
Attachment H - 1895345 MCAS CP DBRFP VOL3of4.pdf	PDF	May 15, 2026
Attachment F - Small Business Participation Commitment Document (SBPCD).docx	DOCX document	May 15, 2026
CJA ML-25-03 Class FRCS Cherry Point - Redacted.pdf	PDF	May 15, 2026
Attach H - MCASCP Sites Subsurface Soil Geotech Report.pdf	PDF	May 15, 2026
Attachment H - 1895345 MCAS CP DBRFP VOL1of4.pdf	PDF	May 15, 2026
Attachment G - SBSP.docx	DOCX document	May 15, 2026
Attachment E - Historical Small Business Utilization.docx	DOCX document	May 15, 2026
Attachment I - Price Proposal Schedule.xlsx	XLSX spreadsheet	May 15, 2026
Attachment H - 1895345 MCAS CP DBRFP VOL4of4.pdf	PDF	May 15, 2026
Attachment H - 1895345 MCAS CP DBRFP VOL2of4.pdf	PDF	May 15, 2026
AMENDMENT 0001.pdf	PDF	Mar 27, 2026
AMENDMENT 0001 Attachment C - Experience Project Data Sheet.docx	DOCX document	Mar 27, 2026
AMENDMENT 0001 Pre-Proposal Inquiries.pdf	PDF	Mar 27, 2026
Attachment C - Construction and Design Experience Project Data Sheet.docx	DOCX document	Mar 4, 2026
N4008526R0053.pdf	PDF	Mar 4, 2026
Attachment D - Past Performance Questionnaire.pdf	PDF	Mar 4, 2026
Attachment B - PIEE Vendor Access Instructions.pdf	PDF	Mar 4, 2026
Attachment A - Pre-Proposal Inquiry Log Template.xlsx	XLSX spreadsheet	Mar 4, 2026

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MH 150

H ℄

B T.

" P

20" PVCS

" R

1032 1033

1036 1037

BUILDING 4312

3 STORY BRICK

FFE: 22.24

. S

CONC. SIDEWALK

19 19

PARKING LOT

(ASPHALT)

BUILDING 4311

3 STORY BRICK

BUILDING AND PARKING LOT

DIGITIZED USING BING AERIAL

SATELLITE IMAGERY

BUILDING

ROOF LINE (TYP.)

SUPPORT

COLUMN (TYP.)

BUILDING 4197

3 STORY BRICK

FFE: 22.05

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STE

UGE

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UGE

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UGC UGC UGC UGC UGC

UGE

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W W W W W W W W W W W

SAN SAN SAN

SAN SAN

X X X X

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SSMH #2

3RD AVE.

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UGC (BY RECORD)

U G

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CHAIN LINK FENCE (HT. 6')

MH 283

SD (BY RECORD)

22.09

21.21

21.56

21.71

21.72 21.77

21.85

21.89

21.78

21.7221.84

21.71 21.76

18.6

18.5

18.7

18.9

SSMH #3

SDMH #1

SD SD

CONCRETE STORM DRAIN TO REPLACED

IN KIND(STORM SEWER SHOWN BASED

ON AVAILABLE GIS DATA)

CONCRETE STORM DRAIN TO REPLACED

IN KIND (STORM SEWER SHOWN BASED

ON AVAILABLE GIS DATA)

N A

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N G

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1890969

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P A

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SCALE:

CONSTR. CONTR. NO.

SHEET

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DES DRW

M A

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DRAWFORM REVISION: 19 DEC 2025

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

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KEY PLAN

SHEET NOTES

NORTH

0 20' 40'

SCALE: 1" = 20'

V-101

V-104V-103V-102

V-105 V-106 V-107

M A

S E

E S

H E

E T

S D

SD101

SDMH #1

RIM: 21.98

INV. (15" RCP) 15.69

INV. (15" RCP) 15.55

SSMH #2

RIM: 21.06

INV. (18" PVC) 12.56

INV. (18" PVC) 12.35

SSMH #3

RIM: 21.21

INV. (10" PVC) 13.04

INV. (18" PVC) 12.41

INV. (20" PVC) 12.33

R M

D R

R E

C E

M E

N T

E X

2222 22

20" PVC 20" PVCSSMH #4

SSMH #5 SSMH #6

S S S

CC C

E E E

CB #10

CB #11 CB #12 CB #13

CB #14

CB #15

CB #16

1039 1040 1041 1042

1048 1049

1051 1052

X X X

PAVILION

BUILDING 4198

3 STORY BRICK

FFE: 22.00

BUILDING 4197

3 STORY BRICK

FFE: 22.05

CONC. SIDEWALK

SIGN

BUILDING 4311

3 STORY BRICK

PARKING LOT

(ASPHALT)

BUILDING 4313

3 STORY BRICK

BUILDINGS AND PARKING LOT

DIGITIZED USING BING AERIAL

SATELLITE IMAGERY

BUILDING

ROOF LINE (TYP.)

SUPPORT

COLUMN (TYP.)

SUPPORT

COLUMN (TYP.)

FENCE BROKEN

CHAIN LINK FENCE (HT. 6')

3 TRUNKS

1046, 1045 & 1046

SAN SAN SAN SAN SAN SAN

UGC UGC UGC

UGE UGE UGE UGE UGE UGE

U G

C U

G C

UGE UGE UGE UGE UGE

STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE

UGE

W W

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STE

UGE

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UGE UGE UGE UGE

STE

UGE

U G

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G E

U G

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SDSDSDSDSDSDSDSD

UGE

UGE UGE UGE UGE UGE UGE UGE

UGE

U G

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G E

U G

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UGE UGE UGE UGE UGE UGE UGE UGE

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SAN SANSAN SAN SAN SAN SAN SAN SAN SAN

SD SD SD SD SD SD

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 XX X

X X

3RD AVE. 3RD AVE. CONC. SIDEWALK

CB CBCB CB

CBCB

TELECOM POINT OF CONNECTION

UGE UG

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

(BY RECORD) (BY RECORD) (BY RECORD)

SAN SAN

8" P

MH 70

MH 285

21.61

21.68

21.77

21.68

22.13

21.61

21.70

21.64

21.74

21.61

21.72 21.68

21.60

21.55

21.38

21.43

21.32

21.35 21.49

21.48

21.30

21.37

21.7021.79

SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SDSD SD SD SD SD

CONCRETE STORM DRAIN TO REPLACED

IN KIND (STORM SEWER SHOWN BASED

ON AVAILABLE GIS DATA)

CONCRETE STORM DRAIN

TO REPLACED IN KIND

(STORM SEWER SHOWN

BASED ON AVAILABLE GIS

DATA)

CONCRETE STORM DRAIN TO

REPLACED IN KIND (STORM

SEWER SHOWN BASED ON

AVAILABLE GIS DATA)

CONCRETE STORM DRAIN

TO REPLACED IN KIND

(STORM SEWER SHOWN

BASED ON AVAILABLE GIS

DATA)

CONCRETE STORM DRAIN

TO REPLACED IN KIND

(STORM SEWER SHOWN

BASED ON AVAILABLE GIS

DATA)

CONCRETE STORM DRAIN TO

REPLACED IN KIND (STORM

SEWER SHOWN BASED ON

AVAILABLE GIS DATA)

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

-A

A N

N A

C D

C C

O R

E N

A V

A L

N O

, V

C H

E R

R Y

P O

H A

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K , N

S M

C B

A R

R A

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1890969

N/A SDP KJK

AS NOTED

D E

P A

E N

T O

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A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 19 DEC 2025

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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KEY PLAN

SHEET NOTES

NORTH

0 20' 40'

SCALE: 1" = 20'

V-101

V-104V-103V-102

V-105 V-106 V-107

M A

S E

E S

H E

E T

S D

M A

S E

E S

H E

E T

S D

SD102

CB #10

RIM: 20.28

FILTER BAG IN PLACE

CB #11

RIM: 21.18

FILTER BAG IN PLACE

CB #12

RIM: 20.60

FILTER BAG IN PLACE

CB #13

RIM: 20.30

FILTER BAG IN PLACE

CB #14

RIM: 20.18

INV. (12" RCP) 15.13

INV. (15" RCP) 14.70

CB #15

RIM: 20.24

INV. (12" RCP) 14.85

INV. (15" RCP) 14.78

CB #16

RIM: 20.53

INV. (8" RCP) 15.31

INV. (15" RCP) 14.52

SSMH #4

RIM: 21.52

INV. (8" PVC) 11.95

INV. (20" PVC) 11.37

INV. (20" PVC) 11.53

SSMH #5

RIM: 21.59

INV. (8" PVC) 11.44

INV. (20" PVC) 11.28

INV. (20" PVC) 11.27

SSMH #6

RIM: 20.97

INV. (8" PVC) 11.07

INV. (20" PVC) 11.05

INV. (20" PVC) 11.03

R M

D R

R E

C E

M E

N T

E X

20 20

20" PVC

SSMH #7

PIPE CULVERT

INV. 16.30 (18" RCP)

PIPE CULVERT

INV. 16.71 (18" RCP)

PIPE CULVERT

INV. 16.91 (18" RCP)

PIPE CULVERT

INV. 16.20 (18" RCP)

D S

CO COCO

G G

CB #18

CB #19

CB #20

CB #21

CB #22

SDMH #2

SDMH #3

CB #23

" R

24" RCP

1063 1064

1074 1075

PARKING LOT

(ASPHALT)

PAVILION

BUILDING 4294

3 STORY BRICK

FFE: 22.00

BUILDING 4295

3 STORY BRICK

FFE: 22.05

BUILDING 4296

3 STORY BRICK

FFE: 21.85

BUILDING 4313

3 STORY BRICK

. S

CONC. SIDEWALK

CHAIN LIN

K FENCE

(HT. 6'

BRICK WALL

(HT. 9')

BRICK WALL

(HT. 9')

BRICK WALL

(HT. 9')TS

PARKING LOT

(ASPHALT)

BUILDING AND PARKING LOT

DIGITIZED USING BING AERIAL

SATELLITE IMAGERY

BASIN

SUPPORT

COLUMN (TYP.)

BUILDING

ROOF LINE(TYP.)

SUPPORT

COLUMN (TYP.)

SUBSURFACE

PROPANE TANK (TYP.)

BUILDING 4198

3 STORY BRICK

FFE: 22.00

JERSEY BARRIER (TYP.)

CONC. CURB & GUTTER CONC. CURB & GUTTER

BARRIER

JERSEY BARRIER (TYP.)

SD SD

UGE

U N

K U

G C

U G

C U

G C

U G

UGE

W W W W W W

UGE

GATE

UGE UGE

STE

STE STE STE

STE

U G

W W

WSTE

STE

STE STE STE

STE

U G

E U

G E

U G

E U

G E

U G

E UGE UGE

UGE

UGE UGE UGE UGE UGE

UGC UGC UGC

U G

UGE

U G

E U

G E

U G

UGE

W W W W W W

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

W W

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

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G E

U G

WWWW

UGE

U G

C U

G C

U G

STE

STE STE STE STE STE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

STE

UGE

UGE UGE UGE

U G

E U

G E

U G

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G E

U G

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U G

E U

G E

U G

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U G

E U

G E

U G

E U

G E

U G

STE STE STE STE STESA

UGE

U G

E U

G E

U G

UGE UGE

UGE

U G

UGC

U G

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G E

U G

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G E

UGE

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W W

W W W W W W W W

W W

STE

U G

E U

G E

U G

UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

UNK UNK UNK UNK

U N

K U

N K

UNK

UGE

SAN SAN SAN SAN

U G

E U

G E

U G

E U

G E

U G

SAN

STE

G G

STE

U N

STESTESTESTESTESTESTESTESTE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

X X

TP-1

3RD AVE. 3RD AVE.

" R

UGE

U G

E U

G E

U G

E (B

UGE

UGE UGE

UGE

(BY RECORD)

SD SD SD SD

24" RCP

SD SD SD SD SD SD SD SD SD SD SD24" RCP

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN20" PVC

12" STEAM LINE FOUND

2.96' BELOW SURFACE

MH 286

21.33

21.32

21.28

21.11

21.20 19.87

19.76

19.16

19.18

19.61

19.51

19.57

19.55

20.64

20.69 20.72

20.70

20.66

21.86

21.25

21.86

20.59

21.87 21.98 21.87

21.98

21.74

21.70

21.68

21.73

21.75

21.6019.56 21.59 19.51

19.54

19.55

19.54

19.55

19.48

19.43

19.40 19.43

19.52

19.55

19.56

19.58

20.73

20.13 20.0620.10

20.38 20.28 19.72

20.13 20.04

20.28 20.19

19.94 20.16

20.27 20.07

20.49

20.67 20.42

BC 20.27

TC 20.72

BC 20.29

BC 20.27

BC 19.82

BC 19.21

BC 18.91

BC 18.77

BC 19.20

BC 19.24TC 20.71

TC 20.75

TC 20.58

TC 19.71

TC 19.63

TC 19.84

TC 19.74

TC 18.81

18.70

21.47 21.63

SD SD SD SD SD

CONCRETE STORM DRAIN TO

REPLACED IN KIND (STORM

SEWER SHOWN BASED ON

AVAILABLE GIS DATA)

CONCRETE STORM

DRAIN TO REPLACED

IN KIND (STORM

SEWER SHOWN

BASED ON

AVAILABLE GIS DATA)

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

-A

A N

N A

C D

C C

O R

E N

A V

A L

N O

, V

C H

E R

R Y

P O

H A

V E

K , N

S M

C B

A R

R A

C K

1890969

N/A SDP KJK

AS NOTED

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 19 DEC 2025

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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KEY PLAN

SHEET NOTES

NORTH

0 20' 40'

SCALE: 1" = 20'

V-101

V-104V-103V-102

V-105 V-106 V-107

M A

S E

E S

H E

E T

S D

SD103

CB #17

RIM: 18.33

INV. (15" RCP) 16.36

CB #18

RIM: 18.65

INV. IN (8 IN PVC) 16.99

INV. (12" RCP) 16.55

CB #19

RIM: 19.03

FLOWLINE INV. 10.24

CB #20

RIM: 18.48

FLOWLINE INV. 9.96

CB #21

RIM: 19.82

INV. (6 IN PVC) 18.11

INV. (18" RCP) 17.24

CB #22

RIM: 18.14

INV. (12" RCP) 14.48

CB #23

RIM: 17.89

INV. (6 IN PVC) 15.52

INV. (12" RCP) 14.39

SDMH #2

RIM: 19.29

INV. (12" RCP) 14.35

INV. (12" RCP) 12.25

INV. (24" RCP) 12.26

INV. (24" RCP) 12.07

SDMH #3

RIM: 20.04

INV. (12" RCP) 14.18

INV. (24" RCP) 11.89

INV. (24" RCP) 11.53

SSMH #7

RIM: 19.86

INV. (4" PVC) 17.62

INV. (20" PVC) 11.20

INV. (20" PVC) 11.01

R M

D R

R E

C E

M E

N T

E X

Sheets and Views

SD101

File details come from the government source that posted it. Updated Jul 2, 2026.