FINAL DESIGN_1667770dwg3of4Site.pdf

PDF 30 MB Posted Mar 2, 2026

Attached to: Design-Bid-Build, P1102 Weapons Magazine and Ordnance Operations Facility, Naval Submarine Base New London, Groton, Connecticut
Solicitation number: N4008526R0004
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Mar 2, 2026

This file contains final design civil engineering drawings for the P1102 Weapons Magazine and Ordnance Operations Facility Site project at Naval Submarine Base New London in Groton, Connecticut. The drawings include site layout plans across three areas (A, B, and C), detailed site and paving specifications, grading and drainage plans, storm water management systems, and site sections. The project involves construction of an ordnance operations building (Building A), a sentry building (Building B), six containerized long weapons storage magazines (CLWS-001 through CLWS-006), two Type G magazines, and one Type H magazine, along with associated parking areas, perimeter security fencing, concrete and asphalt pavements, and infrastructure systems.

The civil design encompasses approximately 28 parking spaces (26 standard and 2 ADA-accessible), concrete aprons around magazine structures, high-security chain-link fencing with barbed wire, stormwater management detention areas with underground treatment chamber systems, and comprehensive drainage infrastructure including storm sewers, catch basins, and culverts. Key site features include a perimeter access road, rock excavation and blasting in designated areas, pavement joint specifications, sidewalks, dumpster enclosures, and multiple drainage systems (Systems A, B, and C) with outlet structures and hydrodynamic separators. The drawings specify concrete pavement sections with reinforced slabs, asphalt pavement construction details, and various utility connections. Design approval was granted by LCDR Pete Fovargue, NAVFAC FEAD Director, on June 3, 2025, with project number 1667770 and drawing designation 152.

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Other files

File	Type	Posted
Amend 0014 Spec 1667770.pdf	PDF	Sep 30, 2026
N4008526R00040013 SF 30.pdf	PDF	Sep 24, 2026
N4008526R00040012 SF 30.pdf	PDF	Sep 14, 2026
APPENDIX_A_Air Leakage Test Form.docx	DOCX document	Aug 27, 2026
APPENDIX_B_Air Leakage Test Results Form.docx	DOCX document	Aug 27, 2026
APPENDIX_C_Test Agency Qualification Sheet.docx	DOCX document	Aug 27, 2026
Amendment_0010_Drawings.pdf	PDF	Aug 27, 2026
N4008526R00040010 SF 30.pdf	PDF	Aug 27, 2026
ATTACHMENT U - NLON Soil Management SOP_JUN25.pdf	PDF	Aug 4, 2026
N4008526R00040009 SF 30.pdf	PDF	Aug 4, 2026
ATTACHMENT T - P1102_PROD.xlsx	XLSX spreadsheet	Aug 4, 2026
N4008526R00040008 SF 30.pdf	PDF	Jul 23, 2026
P-1102_Amend 0007_Drawings1of3.pdf	PDF	Jun 23, 2026
ATTACHMENT S - UPDATED Wage Determination.pdf	PDF	Jun 23, 2026
N4008526R00040007 SF 30.pdf	PDF	Jun 23, 2026
Revised Attachment H Price Proposal Form REV2.docx	DOCX document	Jun 23, 2026
ATTACHMENT O - MK48 STORAGE FACILITY.pdf	PDF	May 14, 2026
ATTACHMENT M - Permits Record of Decision (PROD).pdf	PDF	May 14, 2026
UPDATED ATTACHMENT H Price Proposal Form REV1.docx	DOCX document	May 14, 2026
P1102_Amend 0006_Specifications_rev.pdf	PDF	May 14, 2026
N4008526R00040006 SF 30.pdf	PDF	May 14, 2026
JA ML-26-16 P1102 Interior Finishes_Redacted.pdf	PDF	May 14, 2026
JA ML-26-15 P1102 Stormwater_Redacted.pdf	PDF	May 14, 2026
JA ML-26-13 P1102 Fire Alarm_Redacted.pdf	PDF	May 14, 2026
N4008526R00040005 SF 30.pdf	PDF	Apr 23, 2026
Attachment G- Small Business Subcontracting Plan (SBSP) Rev.pdf	PDF	Apr 16, 2026
Amendment 0004 PPIs.pdf	PDF	Apr 16, 2026
Attachment K - P1102 Site Visit Log.pdf	PDF	Apr 6, 2026
N4008526R00040002 SF 30.pdf	PDF	Mar 16, 2026
Amendment 0002 PPIs.pdf	PDF	Mar 16, 2026
N4008526R00040001 SF 30.pdf	PDF	Mar 4, 2026
Attachment I - Site Visit Map.pdf	PDF	Mar 4, 2026
Attachment C - Construction Experience Project Data.pdf	PDF	Mar 2, 2026
Attachment G - Individual Small Business Subcontracting Plan.pdf	PDF	Mar 2, 2026
FINAL DESIGN_1667770dwg1of3Operations.pdf	PDF	Mar 2, 2026
FINAL DESIGN_1667770dwg1of4Site.pdf	PDF	Mar 2, 2026
FINAL DESIGN_1667770dwg4of4Site.pdf	PDF	Mar 2, 2026
Solicitation - N4008526R0004.pdf	PDF	Mar 2, 2026
Attachment B - PIEE Vendor Access Instructions.pdf	PDF	Mar 2, 2026
Attachment E - Historical Small Business Utilization.pdf	PDF	Mar 2, 2026
Attachment F - Small Business Participation Commitment.pdf	PDF	Mar 2, 2026
FINAL DESIGN_1667770dwg1of2Sentry.pdf	PDF	Mar 2, 2026
FINAL DESIGN_1667770dwg1of1TypeG.pdf	PDF	Mar 2, 2026
FINAL DESIGN_1667770dwg1of1TypeH.pdf	PDF	Mar 2, 2026
Attachment D - Past Performance Questionnaire.pdf	PDF	Mar 2, 2026
FINAL DESIGN_1667770dwg2of3Operations.pdf	PDF	Mar 2, 2026
FINAL DESIGN_1667770dwg2of2Sentry.pdf	PDF	Mar 2, 2026
FINAL DESIGN_1667770dwg2of4Site.pdf	PDF	Mar 2, 2026
P-1102_1667770spc1of3.pdf.pdf	PDF	Mar 2, 2026
P-1102_1667770spc3of3.pdf.pdf	PDF	Mar 2, 2026

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LOD

X X

X X X

X X

LOD

LODLOD

DLOD

LOD

D LO

LOD

GENERAL SHEET NOTES

GRAPHIC SCALE

KEYED NOTES

1. CONCRETE PAVEMENT

2. STORMWATER MANAGEMENT AREA

3. POV PARKING

4. DELINEATED WETLAND AREAS

5. ASPHALT PAVEMENT

6. CHAIN LINK PERIMETER SECURITY FENCE

7. SHADED AREA DENOTES APPROXIMATE LIMITS OF EPDM ROOFING

MEMBRANE OVER MAGAZINE EARTH COVER, REFER TO A1/S-520S

- O

CS100

B A

KEYPLAN

OPERATIONS

BUILDING

(BLDG A)

SENTRY

BUILDING

(BLDG B)

EXST-001

(A114)TYPE H-001

EXST-002

(A113)

TYPE G-001

TYPE G-002

CLWS-001

CLWS-002

CLWS-003

CLWS-004

CLWS-005

CLWS-006

1 2

1. REFER TO SHEET C-001 FOR ADDITIONAL NOTES.

2. REFER TO CD100-CD103 FOR SITE DEMOLITION INFORMATION

3. REFER TO CU100-CU103 FOR SITE UTILITY INFORMATION

4. REFER TO CG100-CG103 FOR SITE GRADING AND DRAINAGE

INFORMATION

5. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS

6. CONFIRM MECHANICAL EQUIPMENT PAD SIZES BASED ON PURCHASED

EQUIPMENT, PRIOR TO CONSTRUCTION. PROVIDE EQUIPMENT PADS

AS PART OF SITE WORK. REFER TO STRUCTURAL DRAWINGS FOR PAD

DETAILS.

7. MAINTAIN MIN 20' CLEARING OF VEGETATION OUTSIDE OF FENCE LINE.

A1 SITE LAYOUT PLAN - OVERALL

1" = 100'

TRITON AVENUE

MATCHLINE SEE BELOW

MATCHLINE SEE ABOVE

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

1667770

APPROVED BY LCDR PETE

FOVARGUE NAVFAC FEAD

DIRECTOR - NLON, VIA EMAIL

6/3/2025

33' AT

X X

LOD

' A

33' AT

X X X

X X

LOD

GENERAL SHEET NOTES

GRAPHIC SCALE

KEYED NOTES

1. ASPHALT PAVEMENT, REFER TO C1/CS502

2. CONCRETE SIDEWALK, REFER TO C1/CS503

3. SIDEWALK-BUILDING SLAB INTERFACE, REFER TO D2/CS504

4. UNCURBED PAVEMENT EDGE

5. ADA ACCESSIBLE PARKING STALL(S), REFER TO A1/CS502

6. PARKING STALLS - 90 DEGREE, REFER TO C4/CS502

7. PRECAST CONCRETE WHEEL STOP, REFER TO A4/CS502

8. HATCHED PAVEMENT MARKING ISLAND W/ 4" WIDE STRIPING, REFER TO

C3/CS502

9. HIGH-SECURITY CHAIN-LINK FENCE, REFER TO CS504

10. MANUAL SWING GATE (22' OPENING), REFER TO A2/CS503

11. DUMPSTER & RECYCLING CONTAINER PAD AND ENCLOSURE, REFER TO

C3/CS503

12. EQUIPMENT PAD, REFER TO STRUCTURAL DETAILS

13. BOLLARD, REFER TO C2/CS503

14. STORM WATER MANAGEMENT AREA, REFER TO SHEET CG401

15. CONNECT TO EXISTING PAVEMENT, REFER TO C2/CS502

16. OUTDOOR SEATING AREA, REFER TO LANDSCAPE PLANS

17. 33' UNOBSTRUCTED SPACE

18. 3' x 3' x 4" GRAVEL SPLASH PAD FOR AUTO FLUSH VALVE

19. 30' PERIMETER FENCE INTERIOR CLEAR ZONE

20. EDGE OF BUILDING FOUNDATION

21. CONNECT PERIMETER FENCE TO EXISTING FENCE

C S1

- A

CS101

B A

KEYPLAN

TYP

.00

9.00'TYP.

R35.00'

12OPERATIONS

BUILDING

(BLDG A)

1. REFER TO SHEET C-001 FOR ADDITIONAL NOTES.

2. SEE CD100-CD103 FOR SITE DEMOLITION INFORMATION

3. SEE CU100-CU103 FOR SITE UTILITY INFORMATION

4. SEE CG100-CG103 FOR SITE GRADING AND DRAINAGE INFORMATION

5. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS

6. CONFIRM MECHANICAL AND ELECTRICAL EQUIPMENT PAD SIZES

BASED ON PURCHASED EQUIPMENT, PRIOR TO CONSTRUCTION.

PROVIDE EQUIPMENT PADS AS PART OF SITE WORK. REFER TO

STRUCTURAL DRAWINGS FOR PAD DETAILS. COORDINATES PROVIDED

ARE TO CENTER OF PAD.

7. MAINTAIN MIN 20' CLEARING OF VEGETATION OUTSIDE OF FENCE LINE.

MAINTAIN MIN 30' CLEAR ZONE FROM BUILDINGS AND OTHER

OBSTRUCTIONS INSIDE OF FENCE LINE.

8. COORDINATES PROVIDED ON STRUCTURES ARE TO OUTSIDE FACE OF

WALL.

A1 SITE LAYOUT PLAN - AREA A

1" = 30'

R 15.00'

R3.00'

R5.0 0'

20.00'

R111.84'

R95.00'

N 709,766.52 E 1,182,554.90

N 709,639.54 E 1,182,625.60

N 710,022.59 E 1,182,382.65

N 710,044.68 E 1,182,419.51

N 709,916.28 E 1,182,477.12

N 709,882.95 E 1,182,392.70

N 709,601.55 E 1,182,625.21

N 709,575.28 E 1,182,578.03 N 709,559.41 E 1,182,586.87

N 709,548.22 E 1,182,566.77

N 709,380.17 E 1,182,660.33

N 709,376.05 E 1,182,683.76

0' M

20.00'

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

PI: 10+26.06

PC: 10+51.94

PT: 11

+27

.79

PC: 12

+21

.60

: 1

.19

: 1

.89

PT: 15+04.20

: 1

.04

: 1

.50PT: 17+30.15

PC: 17+90.44

: 1

BEG. ACCESS ROAD

STA. 10+00.00

N 709,126.52 E 1,182,672.82

END ACCESS ROAD

STA. 19+18.01

N 709,933.66 E 1,182,416.05

N 35° 23' 19.81" E 26.06'

N 28° 37' 04.64" E 25.88'

N 1° 59' 12.49" W

93.81'

N 19° 28' 00.90" W 121.71'

N 29° 06' 27.42" E131.46'

N 61° 08' 49.48" E 60.29'

N 28° 59' 21.06" E72.57'

PI STA. 10+90.79

N 709,204.58 E 1,182,718.92 = 30.61 L = 75.85' R = 142.00'

PI STA. 12+81.86

N 709,397.39 E 1,182,712.23 = 17.48 L = 119.59' R = 392.00'

PI STA. 14+83.98

N 709,588.85 E 1,182,644.55 = 28.51 L = 41.31' R = 83.00'

PI STA. 15+28.59

N 709,633.77 E 1,182,651.71 = 38.15 L = 44.62' R = 67.00'

PI STA. 18+18.69

N 709,845.47 E 1,182,464.91 = 32.16 L = 55.00' R = 98.00'

PI STA. 17+06.48

N 709,790.70 E 1,182,564.33 = 32.04 L = 48.65' R = 87.00'

N 709,999.00 E 1,182,503.52

N 709,943.90 E 1,182,329.42

N 709,978.97 E 1,182,501.14

N 709,930.28 E 1,182,332.60

N 709,963.01 E 1,182,467.27

N 709,941.57 E 1,182,432.26

A2 ENLARGED PLAN 1

1" = 20'

7.21'

16.38' 19.91'

28.04'

40.02'

5.63'

CS101

C4 ENLARGED PLAN 2

1" = 20'

14.39'

7.00'

5.54'

' 9 .0

0' 9.

R2.5000'

CS101

N 709,591.65 E 1,182,585.19

N 709,588.57 E 1,182,559.53

N 709,575.30 E 1,182,566.78

5.00' TYP.

9.50'

N 709,575.28 E 1,182,578.03

N 709,502.88 E 1,182,646.38

N 709,513.12 E 1,182,658.59

N 709,462.33 E 1,182,671.24

5.00'

5.00' TYP.

4.00'

N 709,740.39 E 1,182,487.42

PC: 15+05.42

N 709,603.05 E 1,182,560.07

N 709,618.62 E 1,182,588.03

N 709,637.83 E 1,182,497.60

N 709,735.60 E 1,182,447.29

N 709,765.71 E 1,182,458.45

N 709,795.05 E 1,182,510.17

N 709,833.26 E 1,182,531.22

N 709,820.33 E 1,182,575.51

N 709,803.96 E 1,182,602.78

N 709,786.92 E 1,182,617.89

N 709,683.40 E 1,182,667.37

N 709,643.95 E 1,182,677.32

N 709,590.31 E 1,182,677.88

N 709,452.63 E 1,182,734.92

N 709,395.32 E 1,182,749.79

N 709,376.05 E 1,182,751.81

N 709,301.87 E 1,182,747.43

N 709,235.90 E 1,182,749.01

PARKING TABULATION

STANDARD PARKING 26

ADA PARKING 2

TOTAL 28

TYP

56.82' N 5° 56' 17.16" E

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

1667770

APPROVED BY LCDR PETE

FOVARGUE NAVFAC FEAD

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

LOD

LOD LOD

LOD LOD LOD LOD LOD

LOD

GENERAL SHEET NOTES

KEYED NOTES

1. CONCRETE PAVEMENT, REFER TO C1/CS501

2. HIGH-SECURITY CHAIN-LINK FENCE, REFER TO A1/CS504

3. CONCRETE CURB, REFER TO A4/CS501

4. EDGE OF STRUCTURE FOUNDATION

5. DELINEATED WETLAND AREAS

6. EQUIPMENT PAD, REFER TO STRUCTURAL DETAILS

7. BOLLARD, REFER TO C2/CS503

8. PARABOLIC CONCRETE CHANNEL, REFER TO A4/CG509

9. CLWS MECHANICAL ROOM

10. LIMITS OF DISTURBANCE

11. ELECTRICAL GROUND TEST WELL, REFER TO ELECTRICAL TYPE G SHEET

E-103 AND CLWS E-102B

12. 30' INTERIOR PERIMETER CLEAR ZONE

- A

CS102

GRAPHIC SCALE

B A

KEYPLAN

TYPEG-001

TYPEG-002

CLWS-003

CLWS-004

CLWS-005

CLWS-006

CLWS-002

85.00'

1 33

1. REFER TO SHEET C-001 FOR ADDITIONAL NOTES.

2. SEE CD100-CD103 FOR SITE DEMOLITION INFORMATION

3. SEE CU100-CU103 FOR SITE UTILITY INFORMATION

4. SEE CG100-CG103 FOR SITE GRADING AND DRAINAGE INFORMATION

5. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS

6. CONFIRM MECHANICAL AND ELECTRICAL EQUIPMENT PAD SIZES

BASED ON PURCHASED EQUIPMENT, PRIOR TO CONSTRUCTION.

PROVIDE EQUIPMENT PADS AS PART OF SITE WORK. REFER TO

STRUCTURAL DRAWINGS FOR PAD DETAILS.

7. MAINTAIN MIN 20' CLEARING OF VEGETATION OUTSIDE OF FENCE LINE.

MAINTAIN MIN 30' CLEAR ZONE FROM BUILDINGS AND OTHER

OBSTRUCTIONS INSIDE OF FENCE LINE.

8. COORDINATES PROVIDED ON MAGAZINES ARE TO OUTSIDE FACE OF

WING WALL.

9. COORDINATES PROVIDED ON CURB ARE TO INSIDE FACE OF CURB AT

FLOW LINE.

TYP

0' M

MATCHLINE SHEET CS103

C S1

A1 SITE LAYOUT PLAN - AREA B

1" = 30'

85.00'

67.00'

64.00' 64.00'

69.33'

EXST-002

(A113)

61.00'

R R

ODD-SHAPED CONCRETE SLAB REINFORCEMENT, REFER TO A1/CS501

TRANSVERSE CONTRACTION JOINT, REFER TO C3/CS501

LONGITUDINAL CONTRACTION JOINT, REFER TO C3/CS501

TRANSVERSE OR LONGITUDINAL CONSTRUCTION JOINT, REFER TO

C3/CS501

EXPANSION JOINT WITH THICKENED EDGE, REFER TO C2/CS501

PAVEMENT LEGEND

TCJ

LCJ

CTJ

TCJ

CTJ

TCJ

CTJ

TCJ

CTJ

TCJ

CTJ

TCJ

LCJLCJ CTJLCJ LCJ

LCJCTJ LCJLCJLCJ

TCJ

CTJ

TCJ

CTJ

TCJ

N 709,049.89 E 1,182,884.68

N 708,991.77 E 1,182,946.72

N 708,913.02 E 1,183,179.21

N 708,854.91 E 1,183,241.24

N 708,740.07 E 1,182,710.91

CTJ

TCJ

R30 .0

0' M

30.00'

MIN.

TYP.

TYP

R R

TYP

N 709,041.04 E 1,182,678.04 N 709,004.58 E 1,182,686.37

N 708,944.24 E 1,182,748.73

N 708,932.65 E 1,182,768.05

N 709,064.73 E 1,182,884.20

N 709,001.92 E 1,182,956.24

N 709,016.26 E 1,183,040.92

N 709,017.79 E 1,183,087.85

N 708,858.81 E 1,183,252.43

N 708,851.75 E 1,183,252.66

N 708,782.80 E 1,182,634.46

D1 LAYOUT AT CLWS MAGAZINE

1" = 10'

TYPICAL EQUIPMENT PAD

14.54'

6.00'

4.28'

TYP.8.71'

TYP

CS102

4.06'

N 708,864.49 E 1,182,827.47

N 708,828.28 E 1,183,099.81

N 708,755.30 E 1,183,031.44

N 708,682.32 E 1,182,963.07

N 708,609.35 E 1,182,894.70

14.65'

TYP.

14.69'

TYP.

13.33'

TYP. 11.15'

14.59'

5 @ 13.28'

TYP.

15.96'

13.42'

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

1667770

APPROVED BY LCDR PETE

FOVARGUE NAVFAC FEAD

DIRECTOR - NLON, VIA EMAIL

6/3/2025

N 708,989.02 E 1,182,813.27

N 709,004.90 E 1,182,948.06

N 708,966.43 E 1,182,994.24

N 708,920.86 E 1,183,191.32

N 708,913.41 E 1,183,194.07

RRRRRRR

CTJ

TCJ

TYP

LOD

LODLOD

X X X

X X

XXXXXX

X X

XXX

X X

LOD

LOD LOD

LOD

LODLODLOD

LOD

LODLO

LOD

GENERAL SHEET NOTES

GRAPHIC SCALE

B A

KEYPLAN

- A

CS103

EXST-001

(A114)TYPEH-001

EXST-002

(A113)

CLWS-001

1. CONCRETE PAVEMENT, REFER TO C1/CS501

2. HIGH-SECURITY CHAIN-LINK FENCE, REFER TO A1/CS504

3. CONCRETE CURB, REFER TO A4/CS501

4. CONCRETE TO ASPHALT TRANSITION, REFER TO A3/CS501

5. STORM WATER MANAGEMENT AREA

6. 26' MANUALLY OPERATED DOUBLE SWING-GATE, REFER TO A2/CS503

7. DELINEATED WETLAND AREAS

8. ASPHALT PAVEMENT, REFER TO C1/CS502

9. PARABOLIC CONCRETE CHANNEL, REFER TO A4/CG509

10. CLWS MECHANICAL ROOM

11. EQUIPMENT PAD, REFER TO STRUCTURAL DETAILS

12. BOLLARD, REFER TO C2/CS503

13. SIDEWALK-BUILDING SLAB INTERFACE, REFER TO D2/CS504

14. GRAVEL STORM WATER MANAGEMENT ACCESS, REFER TO D1/CS504

15. EDGE OF CONCRETE PAVEMENT

16. 30' INTERIOR PERIMETER CLEAR ZONE

17. ELECTRICAL GROUND TEST WELL, REFER TO TYPE H AND CLWS

ELECTRICAL SHEETS E-103 AND E-102B

18. PEDESTRIAN GATE, REFER TO A5/CS503

19. EDGE OF STRUCTURE FOUNDATION

20. SENTRY BUILDING (BUILDING B)

1. REFER TO SHEET C-001 FOR ADDITIONAL NOTES.

2. SEE CD100-CD103 FOR SITE DEMOLITION INFORMATION

3. SEE CU100-CU103 FOR SITE UTILITY INFORMATION

4. SEE CG100-CG103 FOR SITE GRADING AND DRAINAGE INFORMATION

5. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS

6. CONFIRM MECHANICAL AND ELECTRICAL EQUIPMENT PAD SIZES

BASED ON PURCHASED EQUIPMENT, PRIOR TO CONSTRUCTION.

PROVIDE EQUIPMENT PADS AS PART OF SITE WORK. REFER TO

STRUCTURAL DRAWINGS FOR PAD DETAILS. COORDINATES PROVIDED

ARE TO CENTER OF PAD.

7. MAINTAIN MIN 20' CLEARING OF VEGETATION OUTSIDE OF FENCE LINE.

MAINTAIN MIN 30' CLEAR ZONE FROM BUILDINGS AND OTHER

OBSTRUCTIONS INSIDE OF FENCE LINE.

8. COORDINATES PROVIDED ON MAGAZINES ARE TO OUTSIDE FACE OF

WING WALL AND TO OUTSIDE FACE OF WALL ON SENTRY BUILDING.

9. COORDINATES PROVIDED ON CURB ARE TO INSIDE FACE AT FLOW

LINE.

KEYED NOTES

26.00'

R50.00' R50.00'

12.00'

A1 SITE LAYOUT PLAN - AREA C

1" = 30'

TYP

MATCHLINE SHEET CS102

67.00'

85.00'

64.00'

70.00'

R R R RRRRR

ODD-SHAPED CONCRETE SLAB REINFORCEMENT, REFER TO A1/CS501

TRANSVERSE CONTRACTION JOINT, REFER TO C3/CS501

LONGITUDINAL CONTRACTION JOINT, REFER TO C3/CS501

TRANSVERSE OR LONGITUDINAL CONSTRUCTION JOINT, REFER TO

C3/CS501

EXPANSION JOINT WITH THICKENED EDGE, REFER TO C2/CS501

PAVEMENT LEGEND

TCJ

LCJ

CTJ

TCJ

CTJ

TCJ

CTJ

TCJ TCJ TCJ TCJ TCJ TCJ

TCJ CTJ TCJ TCJ

TCJ TCJ

TCJ

CTJ

TCJ

TCJ TCJ

TCJ

CTJ

LCJ

TCJ

EJCTJ

TCJ CTJ TCJ TCJ TCJ TCJ TCJ TCJ TCJ CTJ TCJ TCJ TCJ TCJ TCJ TCJ TCJ CTJ TCJ TCJ TCJ TCJ

N 708,432.96 E 1,182,729.45

N 708,566.59 E 1,182,447.44 N 708,400.16

E 1,182,619.61

N 708,679.24 E 1,182,541.56

N 708,592.63 E 1,182,630.66

RRR

R R RR

30.00' M

TYP.

0' M

TYP

R R

TCJ TCJ

R R R R R

R R

TYP

R31 .00

N 708,765.04 E 1,182,600.22

N 708,701.84 E 1,182,541.36 N 708,702.91 E 1,182,520.71

N 708,652.04 E 1,182,506.65

N 708,687.58 E 1,182,465.40

N 708,657.27 E 1,182,442.36

N 708,641.14 E 1,182,426.44

N 708,601.23 E 1,182,356.83

N 708,576.32 E 1,182,358.25

N 708,467.01 E 1,182,382.20

N 708,386.87 E 1,182,402.01

N 708,361.04 E 1,182,422.09

N 708,324.57 E 1,182,552.99

N 708,281.89 E 1,182,548.04

N 708,215.58 E 1,182,628.61

N 708,221.92 E 1,182,713.87

N 708,263.21 E 1,182,749.54

N 708,319.50 E 1,182,803.81

N 708,330.93 E 1,182,809.82

N 708,363.85 E 1,182,841.93

N 708,410.99 E 1,182,839.73

N 708,404.75 E 1,182,819.49

N 708,346.59 E 1,182,822.22

N 708,275.19 E 1,182,749.23

N 708,332.36 E 1,182,808.47

N 708,627.16 E 1,182,485.68

N 708,576.97 E 1,182,437.03

N 708,538.76 E 1,182,400.62

N 708,479.34 E 1,182,394.99

N 708,443.59 E 1,182,407.10

N 708,467.31 E 1,182,430.05

R R

N 708,536.37 E 1,182,826.33

R R R R R

N 708,644.86 E 1,182,371.61

N 708,584.90 E 1,182,404.65

TYP

11 N 708,632.62 E 1,182,608.46

6 @ 13.28'

TYP.

14.65'

TYP.

14.16'

TYP. 14

.3 4'

13.33'

TYP.

13.33'

TYP.

11.15'

14.59'

R R

TCJ

TCJ R

R R RR

TCJ TCJ TCJ CTJ

TCJ

N 708,397.06 E 1,182,460.49

N 708,397.12 E 1,182,480.11

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

O F

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

1667770

APPROVED BY LCDR PETE

FOVARGUE NAVFAC FEAD

DIRECTOR - NLON, VIA EMAIL

6/3/2025

TCJ

R R

2' R

TCJ

14.74'

R68'

19.12'

N 708,626.49 E 1,182,379.47

N 708,632.42 E 1,182,418.62

G D

CS501

SAW CUT ASPHALT PAVEMENT

EDGE OF CONCRETE, REFER TO PLAN SHEETS

CONCRETE PAVEMENT

PROVIDE THICKENED EDGE, SEE DETAIL C2 THIS SHEET

TACK COAT EDGE OF EXISTING PAVEMENT

ASPHALT PAVEMENT

COMPACTED SUBGRADE

AGGREGATE BASE COURSE

CONTRACTION JOINT

CONSTRUCTION JOINT

EXPANSION JOINT

WIDTH OF SEALANT

RESERVOIR = 1

2" MIN., 58"MAX.

DEPTH OF SEALANT = 1

1. CONCRETE PAVING

2. DRAINAGE LAYER

3. SEPARATION LAYER

4. NON-FROST SUSCEPTIBLE MATERIAL

5. COMPACTED SUB-GRADE

6. CONCRETE GUTTER, ASPHALT TRANSITION / PERIMETER OF

SLAB, OR BUILDING

7. PREFORMED JOINT FILLER, REFER TO DETAIL C4 THIS

SHEET

DEPTH OF INITIAL SAWCUT

= 1/4 SLAB THICKNESS.

8" TO 14" BELOW TOP OF

PAVEMENT.

PAVEMENT SURFACE.

PRE-MOLDED JOINT

SEALER.

10.

11.

12.

SEPARATING TAPE.

JOINT BOTTOM.

INITIAL SAWCUT.

CRACK.

BUTT JOINT.

PREFORMED JOINT

MATERIAL.

JOINT SEALANT DETAIL

SCALE: NTS CS501CS501

CONCRETE

TO ASPHALT TRANSITION

SCALE: NTS CS501CS102

CONCRETE PAVEMENT SECTION

SCALE: NTS CS501CS102

CS103

CONCRETE PAVING THICKENED

EDGE ISOLATION JOINT

SCALE: NTS CS501CS501

DOWELED CONTRACTION

JOINT (DCJ), UNLESS SHOWN

OTHERWISE.

SLAB REINFORCEMENT, 5/8" @

12" E.W. CENTERED IN SLAB

ALTERNATE REINFORCING

ALIGNMENT WITH DOWEL

ALIGNMENT

3" CLEARANCE TO EDGE OF

SLAB

PROVIDE 1" CLEARANCE

BETWEEN REINFORCING AND

DOWEL BARS

16"

16" 3"

LONGITUDINAL CONTRACTION JOINT

DOWELED TRANSVERSE OR LONGITUDINAL

CONSTRUCTION JOINT

DOWELED EXPANSION JOINT

NOTES:

A. FOR SILICONE SEALANTS,

USE MANUFACTURER'S

SHAPE FACTOR.

B. d DENOTES DOWEL

DIAMETER

C. DEVELOP AND SUBMIT A

JOINT LAYOUT PLAN SHOP

DRAWING TO THE

CONTRACTING OFFICER FOR

APPROVAL

PAVEMENT JOINT SEALING,

REFER TO DETAIL C4/CS501

1" DIA. DOWEL SPACED 12" O.C.

PLASTIC EXPANSION SLEEVE

PAINT AND LIGHTLY OIL ONE

END OF DOWEL

EITHER ONE PIECE OR

THREADED SPLIT-TYPE DOWEL

MAY BE USED

8" Ø DEFORMED STEEL TIE

BARS 30" LONG AND SPACED

30" ON CENTERS. USED ONLY IN

JOINTS 15' OR LESS FROM

FREE EDGES OF PAVED AREAS

GREATER THAT 100' IN WIDTH

D D 2

- 1 2"

D 2 + d 2

TRANSVERSE CONTRACTION JOINT

D D 2

- d 2

TYPICAL CONCRETE

PAVEMENT JOINTS

SCALE: NTS CS501CS501

2" JOINT SEALER

BACKER ROD

4" FIBERBOARD

1.25" DIA. x 18" SMOOTH STEEL DOWEL

BARS LUBRICATE THIS HALF OF DOWEL

EXISTING CONCRETE PAVEMENT

EXPANSION CAP

GANG-DRILL HOLES FOR DOWELS

AT 12" CENTERS. CLEAN HOLES

WITH COMPRESSED

AIR AND PLACE NON-SHRINK

GROUT AT BACK OF HOLE BEFORE

DOWEL INSERTION.

3.25" DIA. x .08" THICK NYLON OR

PLASTIC GROUT RETENTION DISK

ODD-SHAPED CONCRETE SLAB

REINFORCEMENT

SCALE: NTS CS501CS102

CONCRETE TO EXISTING

CONCRETE CONNECTION

SCALE: NTS CS501CS102

2" 1" 1/

8" -1

1" 2"

CONCRETE CURB

SCALE: NTS CS501CS102

SECTION

1. PAVEMENT SURFACE

2. BACKFILL

3. 6" AGGREGATE BASE,

REFER TO DETAIL C1 THIS

SHEET

4. COMPACTED SUB-GRADE

6" 7" 6"

6" R=1

4" R=1"

4" PITCH (OPTIONAL)

FRONT ELEVATION

2" EXPANSION JOINT

ISOMETRIC

(6" REVEAL)

8' M

IN.

4DEPTH OF FROST

1. CONCRETE JOINT, SEE NOTE A

AND B

2. CONCRETE PAVEMENT

3. DRAINAGE LAYER

4. SEPARATION LAYER

5. NON-FROST SUSCEPTIBLE FILL

6. SUBGRADE

7. 8" PERFORATED DRAIN PIPE,

REFER TO GRADING PLAN SHEETS

8. BACKFILL, RAPID DRAINING

MATERIAL

9. CURB OR EDGE OF PAVEMENT

10. FILTER FABRIC

NOTES:

A. REFER TO C3 AND C4, THIS SHEET FOR

JOINT CONSTRUCTION

B. PROVIDE PRE-MOLDED JOINT FILLER

C. PROVIDE A THICKENED EDGE AROUND

PERIMETER OF SLAB, REFER TO DETAIL C2

THIS SHEET.

D. PROVIDE MAXIMUM JOINT SPACING OF 15'.

20" MIN.

1 2

MIN.

3" M

D (M

O C

5'-0" MIN.

1 45

5 4

4 5

3 1

12" TO 24" TYP.

" T

4" T

3 4 5

5 6

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

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571.218.1000

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

1667770

APPROVED BY LCDR PETE

FOVARGUE NAVFAC FEAD

G D

CS502

PARKING STALL STRIPING

SCALE: NTS CS502CS101

ADA SYMBOL

SCALE: NTS CS502CS501

A2 ADA SIGN AND MOUNTING

SCALE: NTS CS502CS501

A3ADA PARKING STALL STRIPING

SCALE: NTS CS502CS101

PAVEMENT MARKING

SCALE: NTS CS502CS101

CS103

ASPHALT PAVEMENT SECTION

SCALE: NTS CS502CS101

PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING.

CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED.

NOTES:

ASPHALT TO EXISTING ASPHALT

CONNECTION

SCALE: NTS CS502CS101

1. SAW CUT 2' MIN. JUST PRIOR TO PAVING

2. EDGE OF EXISTING PAVEMENT

3. PAVEMENT

4. EXISTING PAVEMENT

5. CRACK SEAL TYP., SEE NOTE

6. EXISTING AGGREGATE BASE COURSE

7. PREPARED COMPACTED SUB-GRADE

8. AGGREGATE BASE COURSE

PRECAST CONCRETE

WHEEL STOP

SCALE: NTS CS502CS501

2 3 4 5

7 8

1. 2" AC SURFACE COURSE

2. TACK COAT

3. 2" AC BASE COURSE

4. PRIME COAT

5. 5" AGGREGATE BASE COURSE

6. 4" DRAINAGE LAYER

7. 4" SEPARATION LAYER

8. COMPACTED SUB-GRADE

9. DAYLIGHT DRAINAGE LAYER

1'-0"

5 6 7

NOTE:

20°

PAVEMENT STRIPING

TRAFFIC ARROW

1. USE YELLOW PAINT ON CONCRETE

SURFACES; USE NON-REFLECTIVE

WHITE PAINT ON ALL OTHER

SURFACE TYPES.REFER TO PLAN

'-0

" O R

A S

W N

O N

18" 18"

5' -0

1. PRECAST CONC. WHEEL STOP

2. 4" WHITE STRIPE

3. AC PAVEMENT SURFACE

4. DISTANCE MEASURES FROM

EDGE OF PAVEMENT OR FACE

OF CURB

O P

1' -8

REFER TO PLAN

3' -0

" M

-0 " M

10"

PROVIDE ADA SIGN PER DETAIL

B5/CS503

PRECAST CONCRETE WHEEL

STOP, SEE DETAIL C5/CS503

PAVEMENT

ADA ACCESS ISLE BLUE PAINTED

STRIPES

FENCE

PROVIDE INTERNATIONAL ADA

SYMBOL ON THE SURFACE OF

EACH PARKING SPACE. SEE

DETAIL C3/CS503

90°

4" 4"

1 5

'-6

2 COATS OF TRAFFIC

PAINT, WHITE

BACKGROUND, 2 COATS

OF TRAFFIC PAINT,

MEDIUM BLUE

3" RADIUS

4" WIDE, TYP

C PARKING STALL

2" TYP 3'-6"

MOUNTING BRACKET

SIGN WORDING LAYOUT AND

MATERIAL PER LOCAL CITY

AND/OR STATE CODE.

VAN ACCESSIBLE SIGN, AS

REQ'D

CHAINLINK FENCE

4' -0

-6

2'- 8"

12"

7'-0" MIN.

8'-0" MAX.

5.5

1'- 0"

T O

O F

2.5

8" MIN.

6.5

6.5" 6.5"

SECTION 1

ELEVATION

PLAN

LAYOUT PLAN

END VIEWS

2'-0" MIN. 12" 2'-0" MIN. 12" 1. GROUT FILLED HOLE

2. HOLE FOR 12" STD. PIPE OR 3

4" DIA.

REINFORCED POS (OPTIONAL 1"X3"

HOLE)

3. DRAINAGE OPENING

4. PLACE 12" STD. PIPE OR 3

REINFORCED ROD PRIOR TO

SURFACING OR IN A HOLE DRILLED

IN FINISHED SURFACE WITH A TIGHT

FIT OBTAINED BY AN APPROVED

METHOD, OR DRIVEN INTO

SURFACING

5. CENTERLINE PARKING STALL

6. WHEEL STOP

7. PAINTED STRIPES IF SHOWN ON

DRAWINGS OR REQ'D BY

SPECIFICATIONS

8. 1" MAX. CLEARANCE

9. 3

8" TOOLED EDGE (TYP.)

10. 2-#3 BARS

10 10

5 6

3 3

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

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571.218.1000

O F

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

1667770

APPROVED BY LCDR PETE

FOVARGUE NAVFAC FEAD

G D

CS503

CHAIN LINK GATE

SCALE: NTS CS503CS101

CONCRETE SIDEWALK

SCALE: NTS CS503CS101

C1 TYPICAL BOLLARD

SCALE: NTS CS503CS101

C2 DUMPSTER ENCLOSURE

SCALE: NTS CS503CS101

NOTES:

PLAN

ELEVATION

STANDARD HINGE

OFFSET HINGE

DROP ROD FOUNDATION

GATE KEEPER

(TO HOLD GATE OPEN) LATCH ASSEMBLY

DROP ROD ASSEMBLY

GATE POST SCHEDULE

6' OR LESS

MORE THAN 18'

2.875" OD

2.5" SQ

4.0" OD

6.625" OD

8.625" OD

A. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

C. GATE FRAMES MUST MEET THE MINIMUM REQUIREMENTS OF ASTM F900 1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES MUST BE OF WELDED CONSTRUCTION OR MUST BE ASSEMBLED USING HEAVY FITTINGS.

AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE WELDED GATE FRAMES. CONTRACTOR IS RESPONSIBLE FOR THE RIGID CONSTRUCTION OF GATES SUPPLIED.

E. COMPLETE AND SUBMIT SHOP DRAWINGS FOR

REVIEW AND APPROVAL

B. SWING GATES MUST BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY AND GATE KEEPERS UNLESS

NOTED OTHERWISE.

D. GATES MUST BE DESIGNATED AS FOLLOWS:

FENCE TYPE - FE5, FE6, ETC.

FENCE HEIGHT - INCHES

TYPE OPENING - SO (SINGLE)

- DO (DOUBLE)

HINGE - RA (STANDARD)

- HO (OFFSET)

OPENING - FEET (CLEAR OPENING

BETWEEN GATE POSTS)

EXAMPLES: FE6-84-DO-RA-24

FE5-48-SO-HO-6

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

6' TO 12'

12' TO 18'

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE

DIMENSION

(NOMINAL)

3-STRAND BARBED WIRE

TOP TENSION WIRE OR RAIL AS

SPECIFIED (TYP)

BRACE RAIL (TYP)

GATE OPENING

TRUSS ROD (TYP)

LEAF

3'-10" FOR POSTS 8 5/8" O.D.

3'-4" FOR POSTS 6 5/8" O.D.

3'-0" MIN. FOR POSTS ≤ 4" O.D.

16" DIA. MIN. FOR GATE POSTS ≤ 4"

O. D.

24" DIA. FOR GATE POSTS OVER 4"

O.D.

CHAIN-LINK FABRIC

2" MIN; 2" MAX FOR FENCES

BOTTOM TENSION WIRE

FINISHED GRADE

24" x 30" R2-1 "SPEED LIMIT 5" SIGN

GATE FRAME

DIRECTION GATE SWING (TYP.)

1/2" DIA DROP ROD, INDUSTRY

STND

LATCH ASSEMBLY

HINGES (TYP)

PCCP SURFACE

AC PAVED SURFACE

1" ID STEEL PIPE

6" DIA CONC

SAND/GRAVEL

RESTRICTED AREA SIGN, REFER TO

D4/CS504

30" x 30" R1-1 "STOP" SIGNMANUAL DOUBLE SWING GATE

SCALE: NTS CS503CS101

CS103

SPEED

LIMIT

5STOP

24 24

7 8

10 11

16 17

2' -0

10"

10.

11.

12.

FINISH GRADE, SLOPE AS SHOWN

ON GRADING PLANS

1:1, TYP

BASE COURSE

PREPARED SUB-GRADE

REFER TO PLAN SHEETS FOR WIDTH

DIMENSION

2:1 MAX SLOPE

SLOPE 1/4"/FT OR AS SHOWN ON

GRADING PLANS

SEE NOTE B

1/2" PJF (WHERE AGAINST

STRUCTURE)

TOOLED JOINT

JOINT SEALER

PRE-MOLDED EXPANSION JOINT

FILLER

TYPICAL SECTION

6" TYP

1'-0" MIN

4" M

NOTES:

PROVIDE LONGITUDINAL CONTRACTION JOINT AT MIDPOINT ON SIDEWALKS 8 FEET AND WIDER.

CONCRETE DEPTH FOR STANDARD SIDEWALKS MUST BE NOMINAL 4" MINIMUM, THICKNESS IN

DRIVEWAY MUST BE 6" MINIMUM.

1/8"

3/4"

CONTRACTION JOINT

EXPANSION JOINT

8 7

8 7 9

18"

1. FILL PIPE WITH 3,000 PSI

CONCRETE,

2" DOME

2. 2" WIDE WHITE REFLECTIVE

TAPE

3. 6" DIAMETER SCHEDULE 40

STEEL PIPE

4. PAINT BOLLARD YELLOW

5. FINISHED GRADE

6. 3,000 PSI CONCRETE FOOTING

6" 3'-

0" 4'-

NOTES:

PROVIDE MAX. 6'-0" CLEAR SPACING

BETWEEN BOLLARDS.

1 2"

1. ENCLOSURE WALL, REFER TO DETAILS C2 & C4/S-401

2. LOCK KEEPER & GUIDE

3. HINGE - TYP, SEE DETAIL A2 THIS SHEET

4. FINISHED GRADE

5. 2 - CHAIN LINK SWING GATES

6. GATE POST, REFER TO DETAIL A2 THIS SHEET

7. BOLLARD, REFER TO DETAIL C2 THIS SHEET

8. 4" x 12" PRECAST CONCRETE COPING CAP

9. CONCRETE SLAB, REFER TO DETAIL C3 THIS SHEET

WARNING

RESTRICTED AREA

KEEP OUT

Authorized Personnel Only

WARNING

RESTRICTED AREA

KEEP OUT

Authorized Personnel Only

SECTION A-A

PLAN

A A

1. 4" x 12" PRECAST CONCRETE COPING CAP

2. ENCLOSURE WALL, REFER TO C2 &

C4/S-401

3. PREFORMED JOINT FILLER (TYP.)

4. GATE POST AND HINGE, REFER TO DETAIL

A2 THIS SHEET

5. 9" PCCP SLAB ON 4" DRAINAGE LAYER

AND 4" SEPARATION LAYER

6. CHAIN LINK GATE W/ LOCKING DEVICE

REFER TO DETAIL A1/CS503

7. FRONT LOAD DUMPSTER (8 YARD

CAPACITY)

8. RECYCLE CONTAINER

9. PIPE BOLLARD, REFER TO DETAIL C2 THIS

SHEET

NOTES:

A. MATCH ENCLOSURE WALL TO BUILDING EXTERIOR,

REFER TO ARCHITECTURAL DRAWINGS FOR COLOR.

TYP.

5 4

7 8

7' -1

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

1667770

APPROVED BY LCDR PETE

FOVARGUE NAVFAC FEAD

DIRECTOR - NLON, VIA EMAIL

6/3/2025

STANDARD HINGE LATCH ASSEMBLY

1. 3'-0" GATE OPENING

2. FENCE FABRIC

3. GATE POST

4. HINGE

5. TRUSS ROD

6. VERTICAL BARBED WIRE

APRON

7. TOP RAIL

8. 3 STRANDS OF BARBED

WIRE BOTH EXTENSION

ARMS

9. BRACE RAIL

PEDESTRIAN GATE

SCALE: NTS CS503CS103

10. LATCH

11. BOTTOM TENSION WIRE

12. GRADE LINE

13. CYPHER STYLE-BUTTON

LOCK

7' -0

6 788

G D

CS504

STEEL POST SCHEDULE

1.50" SQ.

1.66" O.D.

1.625" x 1.50" 1.625" x 1.25"

USE AND SECTION

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

2.375" O.D.

1.90" O.D.

LINE POST

EXTENSION ARM DETAILS

CORNER POST

FASTENING DETAILS

BRACE PANEL DETAIL

NTS

1. 3-STRAND BARBED-WIRE APRON ON EXTENSION ARMS

2. TOP RAIL

3. BRACE RAIL

4. 9-GAGE STEEL TIE WIRES, 15" O.C. MAX & W/IN 4" FROM TOP &

BOTTOM OF FABRIC

5. TRUSS ROD (3/8" MIN. DIA.)

6. CORNER, END, OR PULL POST

7. LINE POST

8. 9-GAGE STEEL TIE WIRES (TYP.), 12" O.C. MAX.

9. CHAIN-LINK FABRIC (9 GAGE, 2" MESH)

10. BOTTOM OF FABRIC

11. BOTTOM TENSION WIRE

12. CONCRETE BASE

13. GRADE LINE

14. TENSION BAND (15" O.C. MAX. & W/IN 4" FROM TOP & BOTTOM

OF FABRIC)

15. TENSION BAR TO ENGAGE EACH FABRIC LINK

16. 3/8" CARRIAGE BOLT W / PEENED THREADS

17. PULL POST

18. ENDS TWISTED AT LEAST THREE FULL TURNS

19. DOUBLE RAIL END

20. 3/8" PLAIN PIN RIVETED FLUSH (TYP.)

21. SECURE SIDE

22. LOCK PIN, TYP.

23. RESTRICTED AREA SIGN, REFER TO D4 THIS SHEET

TOP RAIL DETAILS

TENSION BAND

DETAIL

LINE POST

ATTACHMENTS

BRACE RAIL

ATTACHMENT

BRACE RAIL CLAMP

DETAIL

END OR GATE

POST DETAIL

TRUSS ROD

AND BAND

CHAIN-LINK SECURITY FENCE DETAIL

NOTES:

A. WIRE TIES, RAILS, POSTS, AND BRACES MUST BE CONSTRUCTED ON

THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC

MUST BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

B. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES MUST BE USED FOR

FASTENING THE FENCE FABRIC TO FENCE POSTS AND

RAILS.16-GAGE, STAINLESS STEEL TIE WIRES MUST BE USED FOR

FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS IS NOT

BE ALLOWED ON SENSORED FENCES.

C. BOTTOM RAIL MUST BE ATTACHED TO DOUBLE RAIL ENDS USING

3/8"" CARRIAGE BOLTS. ADDITIONAL HOLES MUST BE DRILLED

THROUGH THE BOTTOM RAIL ENDS TO ENSURE THAT CARRIAGE

BOLTS PASS THROUGH THE BOTTOM RAIL.

D. REFER TO A4/E-501 FOR GROUNDING INFORMATION.

NOTE:

PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET.

FENCE LEGEND:

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE ON

DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

EXAMPLES:

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON

SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC WIDTH.

FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP AND

BOTTOM TENSION WIRE, AND 84 INCH FABRIC WIDTH.

MIN OUTSIDE

DIMENSIONS

(NOMINAL)

HIGH-SECURITY CHAIN LINK FENCE

SCALE: NTS CS504CS101

CS102

CS103

BURY BOTTOM TENSION WIRE AND

FABRIC MIN. 2" INTO FINISHED GRADE.

NOTE:

A. PROVIDE GRAVEL SURFACE IN

AREAS SHOWN ON DRAWINGS.

FINISH GRADE

AGGREGATE SURFACE

GEOTEXTILE

PREPARED SUBGRADE

GRAVEL SURFACING

SCALE: NTS CS504C-102

CS103

D1 8"

3 4

7 73

5 5

7 16 9

16" MIN.

DIA.

3' -4

" M

10'-0" MAXIMUM

3' -4

" M

10'-0" MAXIMUM

LINE POSTS EQUALLY SPACED

10" MIN. DIA.

2" M

7' -0

-0

10'-0" MAX. 10'-0" MAX.

1 2" T

1'-10"

7.5"

TYP.

1' -0

"35°

45°

1' -0

1'-0"

1'- 6"

TYP.

0.50"

0.2 5" 0.2

1. BUILDING SLAB, REFER TO

STRUCTURAL DRAWINGS

2. JOINT SEALANT, REFER TO

C4/CS501

3. REFER TO A1/A-503 FOR DOOR

SILL DETAIL @ ORDNANCE

OPERATIONS BUILDING AND

A1/A-501 FOR SENTRY BUILDING

4. SIDEWALK, REFER TO C1/CS503

5. STEM WALL

6. STRUCTURAL FOOTING

7. #4 @ 16" O.C.

8. (3) - #4 CONTINUOUS

9. OUTSIDE FACE OF

STRUCTURAL WALL

10. OUTSIDE FACE OF BUILDING

WALL

SIDEWALK-BUILDING SLAB INTERFACE

AT EXTERIOR DOORS

SCALE: NTS CS504CS101

CS103

1 2

14 3

SECTION

JOINTING DETAIL

2'-0"

WARNING

RESTRICTED AREA

KEEP OUT

Authorized Personnel Only

NOTE:

1. PROVIDE RESTRICTED AREA SIGN

ON GATES AND EVERY 100 LINEAR

FEET ALONG FENCE LINE.

RESTRICTED AREA SIGN

SCALE: NTS CS504CS101

CS102

CS103

WARNING

RESTRICTED AREA

KEEP OUT

Authorized Personnel Only

FAX: 571.218.1600

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O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

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X X

X X X

X X

7577797779 75

5 110

80 75

85 90

78 78

79 79

94 92

LOD

LODLOD

DLOD

LOD

D LO

LOD

0+00 1+00

2+00 3+00

4+00 5+00

6+00 7+00 7+50

0+00 1+00 2+00 3+00 4+00 5+00 5+50

0+00 1+00 2+00 3+00 4+00 4+75

0+00 1+00 2+00 3+00 3+50

GENERAL SHEET NOTES

GRAPHIC SCALE

KEYED NOTES

1. CONCRETE APRON

2. STORMWATER MANAGEMENT AREA A

3. STORMWATER MANAGEMENT AREA B

4. STORMWATER MANAGEMENT AREA C

5. POV PARKING

- O

CG100

B A

KEYPLAN

SENTRY BUILDING

(BLDG B) EXST-001

(A114)

TYPE H-001

EXST-002

(A113)

TYPE

G-001

TYPE

G-002

CLWS-001

CLWS-002

CLWS-003

CLWS-004

CLWS-005

CLWS-006

1 2

SURVEY LIMITS

A1 GRADING AND DRAINAGE PLAN - OVERALL

1" = 100'

ORDNANCE OPERATIONS

BUILDING

(BLDG A)

C C

1. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. REFER TO SHEETS C-004 TO C-113 FOR EROSION AND SEDIMENT

CONTROL INFORMATION.

2. REFER TO CD100-CD103 FOR SITE DEMOLITION INFORMATION

3. REFER TO CS100-C2103 FOR SITE LAYOUT INFORMATION

4. REFER TO CU100-CU103 FOR UTILITY LAYOUT INFORMATION

5. REFER TO CG201-CG203 FOR STORM SEWER PROFILE INFORMATION

6. REFER TO CG301-CG304 FOR SITE SECTIONS

H H

JF F

G G

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SCALE:

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SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

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X X X

X X

LOD

W W

0+00

1+00

2+00

3+00

4+00

4+79

LOD

GENERAL SHEET NOTES

GRAPHIC SCALE

KEYED NOTES

1. SINGLE CATCH BASIN, REFER TO A1/CG502

2. STORM MANHOLE, REFER TO B1/CG501

3. END WALL, REFER TO A3/CG502

4. UNDERGROUND WATER QUALITY TREATMENT CHAMBER SYSTEM C,

REFER TO SHEETS CG403 AND CG506

5. STORM CLEAN-OUT, REFER TO C3/CU501

6. UNDERGROUND DETENTION SYSTEM, REFER TO SHEETS CG403 AND

CG507

7. FLOW DIVERSION STRUCTURE, REFER TO C1/CG508

8. HYDRODYNAMIC SEPARATOR, REFER TO C3/CG508

9. 6" HDPE DRAIN PIPE @ 0.8%

10. ROOF DRAIN HEADER PIPE, REFER TO A4/CG501 FOR ROOF DRAIN

CONNECTION

11. GRASS LINED CHANNEL, REFER TO A2/CG508

12. ROCK CUT, REFER TO A1/CG509

13. APPROXIMATE LIMITS OF ROCK EXCAVATION & BLASTING

- A

CG101

B A

KEYPLAN

ORDNANCE OPERATIONS

BUILDING

FFE 124.60

SURVEY LIMITS

C G

A1 GRADING AND DRAINAGE PLAN - AREA A

1" = 30'

124.56

124.56 124.10

124.10

123.90

124.36

123.77

124.10

124.37

124.37 124.00 123.90

123.62

123.62 123.90

123.85

124.26

L.P.

121.88

G.B.

123.31

123.64

123.62

124.03

123.90

123.90 123.41

122.43

G.B.

123.07

123.32

G.B.

122.95

122.05

T.S. 124.36 B.S. 123.78

T.S. 123.53 B.S. 122.95

122.75

124.10

123.50

123.37

123.50

124.10

CENTER OF DITCH

N 709,551.89 E 1,182,558.78 124.16

120.16

123.81

120.16

T.S. 124.46 B.S. 123.88

CB C-3

N 709,697.51 E 1,182,630.14 122.96

CB C-2

N 709,739.84 E 1,182,606.57 122.96

CENTER OF DITCH

N709,821.13 E 1,182,541.18 117.45

123.50

1124.50

124.50

2.0%

3:1

2.0

1.5%

2.0%

10.0%

4.6%

2.0

1. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. REFER TO SHEETS C-004 TO C-113 FOR EROSION AND SEDIMENT

CONTROL INFORMATION.

2. REFER TO CD100-CD103 FOR SITE DEMOLITION INFORMATION.

3. REFER TO CS100-C2103 FOR SITE LAYOUT INFORMATION.

4. REFER TO CU100-CU103 FOR UTILITY LAYOUT INFORMATION.

5. REFER TO CG201-CG203 FOR STORM SEWER PROFILE INFORMATION.

6. REFER TO CG301-CG304 FOR SITE SECTIONS.

7. COORDINATES ARE TO CENTER OF STRUCTURE FOR AREA DRAINS

AND MANHOLES AND CENTER OF STRUCTURE AT CURB LINE FOR

COMBINATION INLETS.

C-1

C-

C-1

SURVEY LIMITS

C-1 C-1

C-1

C-

C-2

EW C-1

CB C-1

N 709,860.92 E 1,182,456.95

STMH C-1

N 709,873.80 E 1,182,432.46

CB C-1

STMH C-2

N 709,789.12 E 1,182,560.22

STMH C-3

N 709,733.09 E1,182,474.32

C-2

STMH C-4

N 709,675.85 E 1,182,506.19

CB C-4

N 709,500.36 E 1,182,659.44

STMH C-5

N 709,619.44 E 1,182,537.60

N 709,878.74 E 1,182,446.47

CENTER OF DITCH

N 709,749.26 E 1,182,466.19

CENTER OF DITCH

N 709,719.09 E 1,182,466.12

CENTER OF DITCH

N 709,380.22 E 1,182,653.80 120.16

CENTER OF DITCH

N 709,375.16 E 1,182,657.66 120.16

CENTER OF DITCH

N 709,349.74 E 1,182,683.36 120.16

CENTER OF DITCH

N 709,805.91 E 1,182,569.63

CENTER OF DITCH

N709,792.75 E 1,182,590.08

CENTER OF DITCH

N 709,775.67 E 1,182,607.37

CENTER OF DITCH

N709,731.98 E 1,182,631.70

CENTER OF DITCH

N 709,686.84 E 1,182,653.39

CENTER OF DITCH

N 709,642.58 E 1,182,664.73

CENTER OF DITCH

N 709,637.45 E 1,182,664.42

CENTER OF DITCH

N 709,587.47 E 1,182,665.55

CENTER OF DITCH

N709,448.19 E 1,182,722.59

CENTER OF DITCH

N709424.93 E 1182730.15

CENTER OF DITCH

N 709,401.01 E 1,182,735.21

CENTER OF DITCH

N 709,376.48 E 1,182,738.21

CENTER OF DITCH

N 709,351.78 E 1,182,739.33

CENTER OF DITCH

N 709,302.07 E 1,182,736.83

CENTER OF DITCH

N 709,227.60 E 1,182,737.04

3V:1H

4V:1H

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SCALE:

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SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

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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

85 90

78 78

79 79

94 92

SD SD

LOD

LOD LOD

LOD LOD LOD LOD LOD

LOD

82.50

GENERAL SHEET NOTES

KEYED NOTES

1. FOUNDATION DRAIN HEADER PIPE, REFER TO A2/CG501

2. MAGAZINE DOOR TRENCH DRAIN HEADER PIPE, REFER TO A2/CG501

3. DOUBLE STORM CATCH BASIN, REFER TO A1/CG503

4. STORM CLEAN-OUT, REFER TO C3/CU501

5. RIPRAP DRAINAGE CHANNEL, REFER TO A1/CG508

6. APPROXIMATE LIMITS OF ROCK EXCAVATION & BLASTING

7. ROCK CUT, REFER TO A1/CG509

8. PARABOLIC CONCRETE CHANNEL, REFER TO A4/CG509

9. 8" PVC PERFORATED PAVEMENT EDGE SUB-DRAIN, REFER TO C1/CS501

10. REFER TO PLUMBING FOR CONTINUATION

- A

CG102

GRAPHIC SCALE

B A

KEYPLAN

TYPE G-001

FFE=83.60

TYPE G-002

FFE=83.60

CLWS-002

FFE=82.83

CLWS-003

FFE=83.17

CLWS-004

FFE=83.50

CLWS-005

FFE=83.83

CLWS-006

FFE=84.17

SURVEY LIMITS

SURVEY

LIMITS

MATCHLINE SHEET CG103

C G

A1 GRADING AND DRAINAGE PLAN - AREA B

1" = 30'

INV. 80.17

(TYP. CLWS-006)

INV. 79.83

(TYP. CLWS-005)

INV. 79.50

(TYP. CLWS-004)

INV. 79.17

(TYP. CLWS-003)

INV. 78.83

(TYP. CLWS-002)

INV. 81.67

INV. 81.33

INV. 81.00

INV. 80.67

INV. 80.33

INV. 79.60

(TYP. G-002)

INV. 79.60

(TYP. G-001)

CO B-9

N 708,992.96 E 1,182,927.70

INV. 79.60

CO B-6

N 708,814.29 E 1,182,760.30

INV. 78.14

INV. 77.24

CO A-6

N 708,877.01 E 1,183,169.91

INV. 80.17CO A-12

N 708,966.58 E 1,183,040.97

INV. 81.67

" H

" D

12" DIP @ 0.60%

1. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. REFER TO SHEETS C-004 TO C-113 FOR EROSION AND SEDIMENT

CONTROL INFORMATION.

2. REFER TO CD100-CD103 FOR SITE DEMOLITION INFORMATION

3. REFER TO CS100-C2103 FOR SITE LAYOUT INFORMATION

4. REFER TO CU100-CU103 FOR UTILITY LAYOUT INFORMATION

5. REFER TO CG201-CG203 FOR STORM SEWER PROFILE INFORMATION

6. REFER TO CG301-CG304 FOR SITE SECTIONS

7. EARTH COVER OVER MAGAZINES AND ROCK CUT SHOWN WITH 2'

CONTOUR INTERVAL FOR CLARITY.

8. FINISHED FLOOR ELEVATIONS FOR MAGAZINES IS REFERENCED TO

LOW POINT OF FLOOR SLAB, REFER TO STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

9. COORDINATES ARE TO CENTER OF STRUCTURE FOR AREA DRAINS

AND MANHOLES AND CENTER OF STRUCTURE AT CURB LINE FOR

COMBINATION INLETS.

CO A-2

N 708,593.59 E 1,182,904.43

CO A-4

N 708,739.54 E 1,183,041.17

CO A-5

N 708,812.52 E 1,183,109.54

CO A-8

N 708,671.36 E 1,182,764.33

CO A-9

N 708,744.55 E 1,182,832.90

CO A-10

N 708,816.97 E 1,182,900.77

CO A-11

N 708,890.46 E 1,182,969.64

B-

CB B-1

X=1182637.4247 Y=708785.959

CB B-2

N 708,910.29 E 1,182,753.90

CO B-8

N 708,930.50 E 1,182,869.18

INV. 79.09

CO B-7

N 708,876.46 E 1,182,818.55

INV. 78.65

2:1 2:1

2:1

2:1 2:1

2:1

2:1 2:1

2:1

TC 82.50

BC 82.00

TC 83.33

BC 82.83

TC 83.13

BC 82.63

TC 82.90

BC 82.40

83.60

TC 84.10

BC 83.60

92.73

14.9%

1.0%

1.1%

2:1 2:1

2:1

92.88

92.58

92.34

91.58 96.61

96.96

97.34

97.720.5%

0.5%

0.5% 0.5%

TC 84.67

BC 84.17

TC 83.65

BC 83.15

0.5%

0.8%

3:1

1.2%

1.5%

1.0%

FFE=84.17

FFE=83.83

FFE=83.50

FFE=83.17

FFE=82.83

82.83

83.17

83.50

83.83

84.17

83.33

83.67

84.00

84.33

84.67

0.3

0.3%

EXST-002

(A113)

CO A-3

N 708,666.56 E 1,182,972.80

TOE OF SLOPE

N 708,788.42 E 1,182,622.86

TOE OF SLOPE

N 708,929.25 E 1,182,754.79

TOE OF SLOPE

N 708,964.47 E 1,182,776.83

TOE OF SLOPE

N 709,069.96 E 1,182,875.68

TOE OF SLOPE

N 709,071.00 E 1,182,893.09

TOE OF SLOPE

N 708,980.27 E 1,182,988.85

TOE OF SLOPE

N 708,980.78 E 1,182,999.17

TOE OF SLOPE

N 709,022.18 E 1,183,038.24

TOE OF SLOPE

N 709,023.87 E 1,183,090.14

TOE OF SLOPE

N 708,863.24 E 1,183,261.59

TOE OF SLOPE

N 708,847.25 E 1,183,262.11

TOE OF SLOPE

N 708,744.48 E 1,183,168.21

CENTER OF DITCH

N 708,698.91 E 1,183,125.43

CENTER OF DITCH

N 708,489.07 E 1,182,932.08

3V:1H

4V:1H

FAX: 571.218.1600

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O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

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CO B-5

N 708,756.18 E 1,182,705.86

INV. 77.66

92.08

91.92

91.53

2:1

TYP.

83.56

83.57

SDSD

SDSDSDSDSD

SDSDSDSD

SD SD SD SD

SANSAN

X X X

X X

XXXXXX

X X

XXX

X X

7779 75

LOD

LOD LOD

LOD

LODLODLOD

LOD

LODLO

LOD

0+00

1+00

4+00 4+98

0+00

1+002+00

3+00

3+36

0+00

1+00

2+00

3+003+01

757779

80 75

LOD

LODLOD

GENERAL SHEET NOTES

KEYED NOTES

1. SENTRY BUILDING (BUILDING B)

2. STORM WATER DETENTION POND A, REFER TO SHEET CG401

3. STORM WATER DETENTION AREA B, REFER TO SHEET CG402

4. END WALL, REFER TO A3/CG502

5. DOUBLE CATCH BASIN, REFER TO A1/CG503

6. STORM MANHOLE, REFER TO B1/CG501

7. MAGAZINE DOOR TRENCH DRAIN HEADER PIPE, REFER TO A2/CG501

8. FLOW DIVERSION STRUCTURE, REFER TO C1/CG508

9. HYDRODYNAMIC SEPARATOR, REFER TO C3/CG508

10. UNDERGROUND WATER QUALITY TREATMENT CHAMBER SYSTEM A,

REFER TO SHEET CG504

11. UNDERGROUND WATER QUALITY TREATMENT CHAMBER SYSTEM B,

REFER TO SHEET CG505

12. STORM SEWER CLEAN-OUT, REFER TO C3/CU501

13. FOUNDATION DRAIN HEADER PIPE, REFER TO A2/CG501

14. SINGLE CATCH BASIN, REFER TO A1/CG502

15. EMERGENCY SPILLWAY, REFER TO C4/CG509

16. PARABOLIC CONCRETE CHANNEL, REFER TO A4/CG509

17. ADJUST CASTING TO FINISHED GRADE ELEVATION

18. OUTLET STRUCTURE A, REFER TO SHEET CG401

19. OUTLET STRUCTURE B, REFER TO SHEET CG402

20. RECONFIGURE CATCH BASIN FOR DISCHARGE TO STMH B-6

21. 8" PVC PERFORATED PAVEMENT EDGE SUB-DRAIN, REFER TO C1/CS501

22. CONNECT PAVEMENT EDGE SUB-DRAIN TO DRAINAGE STRUCTURE, REFER

TO C2/CU501

23. REFER TO PLUMBING FOR CONTINUATION

GRAPHIC SCALE

B A

KEYPLAN

- A

CG103

EXST-001

(A114)

TYPE H-001

FFE=82.00

EXST-002

(A113)

CLWS-001

FFE=82.50

SURVEY LIMITS

MATCHLINE SHEET CG102

A1 GRADING AND DRAINAGE PLAN - AREA C

1" = 30'

FFE=80.50

1. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. REFER TO SHEETS C-004 TO C-113 FOR EROSION AND SEDIMENT

CONTROL INFORMATION.

2. REFER TO CD100-CD103 FOR SITE DEMOLITION INFORMATION

3. REFER TO CS100-C2103 FOR SITE LAYOUT INFORMATION

4. REFER TO CU100-CU103 FOR UTILITY LAYOUT INFORMATION

5. REFER TO CG201-CG203 FOR STORM SEWER PROFILE INFORMATION

6. REFER TO CG301-CG304 FOR SITE SECTIONS

7. EARTH COVER OVER MAGAZINES SHOWN WITH 2' CONTOUR INTERVAL

FOR CLARITY.

8. FINISHED FLOOR ELEVATIONS FOR MAGAZINES IS REFERENCED TO

LOW POINT OF FLOOR SLAB, REFER TO STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

9. COORDINATES ARE TO CENTER OF STRUCTURE FOR AREA DRAINS

AND MANHOLES AND CENTER OF STRUCTURE AT CURB LINE FOR

COMBINATION INLETS.

INV. 78.50

(TYP. CLWS-001)

INV. 80.00

CO A-1

N 708,461.67 E 1,182,780.75

INV. 76.68

INV. 76.23

INV. 78.00

(TYP. H-001)

CO B-1

N 708,570.56 E 1,182,470.17

INV. 78.00

INV. 76.63

CO A-7

N 708,600.85 E 1,182,698.25

INV. 77.66

" H

" D

12" DIP @ 0.60%

" H

12" DIP @ 0.60%

12" DIP @

0.60%

A-1

EW A-1

N 708,310.02 E 1,182,814.14

STMH A-1

N 708,336.15

E 1,182,809.14STMH A-2

N 708,484.90 E 1,182,654.64

CB A-2

N 708,574.16 E 1,182,625.78

CB A-1

N 708,343.47 E 1,182,819.21

STMH A-3

N 708,406.16 E 1,182,834.25

STMH A-4

N 708,415.46 E 1,182,737.58

STMH A-5

N 708,483.44 E 1,182,666.97

STMH A-6

N 708,573.42 E 1,182,659.16

CB B-3

N 708,522.93 E 1,182,630.80

CO A-2

N 708,520.61 E 1,182,836.06

EW B-1

N 708,370.67 E 1,182,469.46

STMH B-1

N 708,407.16 E 1,182,467.06

STMH B-2

N 708,528.93 E 1,182,403.74

STMH B-3

N 708,637.70 E 1,182,508.79

STMH B-4

N 708,696.02 E 1,182,506.00

STMH B-5

N 708,755.85 E 1,182,557.08

B-1 B-1

B-1

B-

B-1

B-2

B-

CO B-2

N 708,509.02 E 1,182,533.92

INV. 77.48

A-2

12 CO B-3

N 708,467.26 E 1,182,599.33

INV. 76.98

CO B-4

N 708,417.32 E 1,182,628.95

INV. 77.90

3:1

4:1 4:1

3:1

2:1

2:1 2:1

2:1

0.3

TC 81.10

BC 80.60

TC 81.47

BC 80.97

TC 81.70

BC 81.20 TC 81.51

BC 81.01

TC 81.63

BC 81.13

TC 81.15

BC 80.65

TC 81.83

BC 81.33

82.50

82.00

81.09

81.30 81.13

HP 81.23

82.00 82.00

3:1 3:1

3:1

FFE=82.50

DS B-1

N 708,454.59 E 1,182,431.92

0.3%

80.95

0.5%2.0%

2:1

1.0%

96.260.5% 83.00

EW B-2

EW A-2

EW B-3

N 708,246.80 E 1,182,543.62

INV. 70.00

6 STMH B-6

N 708,294.63 E 1,182,578.97 T.C. 82.14

INV. 71.59 (E)

INV. 71.10 (W)

INV. 70.36 (S)

STMH B-7

N 708,456.22 E 1,182,588.65

T.C. 81.80

INV. 77.05

15" RCP@ 0.60%

15" RCP @

0.60%

INV. 78.19

INV. 78.00

INV. 76.0022

INV. 77.5022

MATCH

EXISTING

MATCH EXISTING

MATCH

EXISTING

82.27

82.68 82.88

79.95

80.37

80.48

80.00

81.50

80.10 80.00

T.S. 80.38 B.S. 80.00

80.10

CB B-4

N 708,574.16 E 1,182,625.78 T.C. 79.00

INV. 76.00

15" RCP @ 0.60%

12" DIP @ 1.78%

82.55 23 86.75

86.22 83.34

1.0

2.0

0.3

CB B-5

N 708,481.87 E 1,182,409.51 T.C. 82.27

INV. 75.88

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

1667770

APPROVED BY LCDR PETE

FOVARGUE NAVFAC FEAD

DIRECTOR - NLON, VIA EMAIL

6/3/2025

3:1

81.00

97' OF 24" RCP @ 0.78% 98' OF 24" RCP @ 0.79% 90' OF 24" RCP @ 0.78%

15' OF 24" RCP @ 1.94%

H A

A 2+

O U

H A

A 0+

O U

H A

A 1+

O U

H A

A 0+

EXISTING GROUND

FINISHED GROUND

3/4" LIGHTING FEEDER

ELECTRICAL DUCTBANK

3/4" LIGHTING FEEDER

COMM DUCTBANK

H A

A 1+

O U

PAVEMENT UNDERDRAIN (2);

8" PERFORATED PVC; INV. 78.00

PAVEMENT UNDERDRAIN;

8" PERFORATED PVC; INV. 78.00

12"

26' OF 36" RCP @ 0.16%

214' OF 30" RCP @ 0.20%

94' OF 30" RCP @ 0.20%

H A

=8 1.

=7 5.

V O

U T=

H A

A 2+

O U

FINISHED GROUND

EXISTING GROUND

C .B

. A

=8 0.

V O

U T=

. A

=7 9.

=7 5.

3/4" LIGHTING FEEDER ELECTRICAL DUCTBANK

3/4" LIGHTING FEEDER

COMM DUCTBANK

12" TYP.

CG201

C1 STORM DRAIN A-1 PROFILE STA 0+00 TO 3+36

1"=5' VERTICAL; 1'=20' HORIZONTAL

A1 STORM DRAIN A-2 PROFILE STA 0+00 TO 3+01

1" = 5' VERTICAL; 1"=20' HORIZONTAL

HORIZONTAL SCALE

VERTICAL SCALE

GENERAL NOTES

A. ALL REINFORCED CONCRETE PIPE TO BE CLASS III

UNLESS NOTED OTHERWISE.

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- M

-A

D-

L S

K, V A

L O

N G

N, C

P-

TIO

LIT

SMS/CWJ

JWJ

HPN

1667770

APPROVED BY LCDR PETE

FOVARGUE NAVFAC FEAD

56' OF 18" CLASS V

RCP @ 0.23%

79' OF 18" RCP @ 0.19%

85' OF 18" CLASS V RCP @ 0.20%

H B

A 1+

O U

H B

A 0+

O U

170' OF 15" RCP @ 0.50%

H B

A 3+

O U

FINISHED GROUND

EXISTING GROUND C

. B

=8 2.

V O

U T=

C .B

. B

=8 2.

=7 7.

V O

U T=

EXISTING DITCH LINE

12"

ELECTRICAL DUCTBANK EXISTING ELECTRICAL DUCTBANK

(DEPTH UNKNOWN)

3/4" LIGHTING FEEDER

18"

12" TYP.

COMM DUCTBANK

COMM DUCTBANK COMM…

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