P222_1737012_Drawings_volume I_Rev 001_SIGNED.pdf

GENERAL NOTES

1. REFER TO SURVEYOR'S NOTES FOR HORIZONTAL AND VERTICAL DATUM INFORMATION.

2. REPLACE WITH MATCHING MATERIALS PAVEMENT, DRIVEWAYS, WALKS, CURBS,

LANDSCAPING, PAVEMENT MARKINGS, ETC., THAT MAY BE CUT OR THAT ARE DAMAGED

DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE.

3. ADJUST EXISTING MANHOLE RIMS, VALVE BOX COVERS, AND OTHER UTILITY SURFACE

FEATURES TO FINISHED GRADE, UNLESS SPECIFICALLY NOTED OTHERWISE.

4. TRANSITION GRADING AT A CONSTANT SLOPE BETWEEN INDICATED GRADES AND

CONTOURS, UNLESS NOTED OTHERWISE.

5. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL SITE WORK INCLUDING DEMOLITION

AND NEW UTILITY INSTALLATION.

6. VERIFY THE EXISTENCE AND LOCATION OF UTILITIES PRIOR TO EXCAVATION AND

CONSTRUCTION WORK. NOTIFY THE CONTRACTING OFFICER WHERE CONFLICTS MAY

EXIST THAT WOULD ADVERSELY AFFECT WORK.

7. UNLESS OTHERWISE NOTED, EXISTING UTILITIES MUST REMAIN IN PLACE. PROTECT

EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. HAND EXCAVATE WITHIN 2

FEET OF EXISTING UTILITIES. DAMAGE TO EXISTING UTILITIES (INCLUDING BUT NOT

LIMITED TO WATER, SEWER, FUEL, ELECTRIC, TELEPHONE, AND STORM DRAINS) MUST

BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER, AT NO ADDITIONAL

COST TO THE GOVERNMENT.

8. DEPTH OF EXISTING UTILITIES SUCH AS FUEL, WATER, ELECTRIC, TELECOMMUNICATIONS, AND FIBER OPTIC ARE BASED ON INDUSTRY STANDARDS. VERIFY THE DEPTH AND SIZE

OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IMMEDIATELY CONTACT THE

CONTRACTING OFFICER IF EXISTING UTILITIES WILL CONFLICT WITH WORK.

9. NO WORK INDICATED FOR THIS PROJECT OCCURS WITHIN THE SAFETY BUFFER ARCS

SHOWN ON C-002. IF FIELD CONDITIONS CHANGE AND REQUIRE WORK WITHIN THESE

AREAS, COORDINATE WITH THE INSTALLATION SAFETY OFFICER, JAMES KANTA,

757-444-9910, PRIOR TO BEGINNING ANY WORK WITHIN THE SAFETY BUFFER ARCS

SHOWN ON C-002.

10. DURING THE CONSTRUCTION PERIOD, COMMON CONTRACT AND COMMERCIAL TRUCKS

GOING TO THE LP AREA MUST ENTER AND EXIT THE AIRFIELD VIA THE GATED

ENTRANCES ADJACENT TO THE CONSTRUCTION SITE. TRAFFIC TO AND FROM THE

SECURE LAYDOWN AREA MUST ENTER AND EXIT FROM A GATED ENTRANCE. THE

CONTRACTOR IS RESPONSIBLE FOR SECURING THE GATES AFTER ENTRY/EXIT AND

ENSURE NO PIGGYBACKING OR UNAUTHORIZED ENTRY. CONTRACTOR MUST ALSO

PROVIDE GATEMEN TO SUPERVISE TRAFFIC DURING PERIODS OF FREQUENT ENTRY/EXIT

OF CONSTRUCTION VEHICLES. FOR LP AREA ACCESS, COORDINATE WITH THE AIRFIELD

MANAGER VIA THE CONTRACTING OFFICER AND PROVIDE GATEMAN PERSONNEL NAME

AND CELLULAR TELEPHONE NUMBER FOR MAINTAINING CONTACT WITH THE AIRFIELD

MANAGER OR AIR OPERATIONS DUTY OFFICER. FOR SECURE LAYDOWN AREA ACCESS,

COORDINATE WITH THE CONTRACTING OFFICER AND PROVIDE GATEMAN PERSONNEL

NAME AND CELLULAR TELEPHONE NUMBER. THE AIRFIELD MANAGER AND CONTRACTING

OFFICER RESERVE THE RIGHTS TO DIRECT CHANGES TO SECURITY MEASURES OR

GATEMEN PERSONNEL AS DEEMED NECESSARY FOR AIRFIELD AND SECURE LAYDOWN

AREA SECURITY.

11. EXISTING GATES USED FOR AIRFIELD ACCESS AND FLIGHT LINE FENCE MUST BE KEPT

IN WORKING CONDITION UNLESS INDICATED FOR DEMO ON PLANS. IF ANY GATE OR

FENCE (REQ'D, TEMPORARY, OR EXISITING) NOT INDICATED FOR DEMO IS DAMAGED,

THE GATE OR FENCE MUST BE REPLACED WITH A GATE OR FENCE COMPLIANT WITH

THE LATEST SECURITY AND FORCE PROTECTION (UFC 4-022-03, SECURITY FENCES

AND GATES, AND ANY MODIFICATIONS REQUESTED FROM THE CONTRACTING OFFICER).

COST ASSOCIATED WITH SUCH REPAIR OR REPLACEMENT IS THE RESPONSIBILITY OF

THE CONTRACTOR. SECURE LAYDOWN AREA FENCE AND GATE AND ANY TEMPORARY

SECURITY FENCE FOR LP-48A CONSTRUCTION MUST BE PROVIDED AND MAINTAINED IN

ACCORDANCE WITH THE LATEST SECURITY AND FORCE PROTECTION (UFC 4-022-03,

SECURITY FENCES AND GATES, AND ANY MODIFICATIONS REQUESTED FROM THE

CONTRACTING OFFICER), AND MUST NOT BE REMOVED UNTIL APPROVAL FROM

CONTRACTING OFFICER.

12. CONTRACTOR MUST VERIFY ALL UTILITIES INDICATED AS UNKNOWN AND DETERMINE IF

THE UTILITIES ARE STILL ACTIVE OR HAVE BEEN ABANDONED.

13. THE PROJECT SITE IS LOCATED IN AN AFFF RELEASE AREA, LAND USE CONTROL SITE

20, AND AN ENVIRONMENTAL RESTORATION PROGRAM AREA. SOILS ARE CONSIDERED

CONTAMINATED WITH PFAS, CHLORINATED VOLATILE ORGANIC COMPOUNDS, PETROLEUM,

BTEX, METALS, AND OTHER CONTAMINANTS. CONTRACTOR WILL ENCOUNTER

SUBSURFACE DEBRIS RELATED TO THE ENVIRONMENTAL RESTORATION PROGRAM AREA.

ALL WORK MUST STRICTLY ADHERE TO THE SPECIFICATIONS SECTION 01 57 19 AND

ANY OTHER ENVIRONMENTAL CONTROLS INDICATED WITHIN THE CONTRACT DOCUMENTS.

STORAGE AND/OR LAND DISTURBANCE IN THESE AREAS, UNLESS OTHERWISE INDICATED,

IS STRICTLY FORBIDDEN. VERIFY ALL ENVIRONMENTAL SITE BOUNDARIES WITH

INSTALLATION ENVIRONMENTAL PRIOR TO MOBILIZATION.

14. COORDINATE WITH INSTALLATION ENVIRONMENTAL WHERE WORK IS REQ'D IN HAC SITES

INDICATED ON C-002 PRIOR TO BEGINNING WORK.

ABBREVIATIONS

LEGEND

EXISTING REQ'D

BUILDING

ABND ABANDONED

A/C AIR CONDITIONING

AFFF AQUEOUS FILM FORMING FOAM

ALUM ALUMINUM

APPD APPROVED

APPROX APPROXIMATE

ARS AERIAL REFUELING STORE

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

ATFP ANTITERRORISM/FORCE PROTECTION

AVE AVENUE

BFP BACK FLOW PREVENTER

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BS BOTTOM OF STOOP

BW BOTTOM OF WALL

C&G CURB AND GUTTER

CB CATCH BASIN

CI CURB INLET

CIP CAST IRON PIPE

CJ CONTROL JOINT/CONSTRUCTION

JOINT

CL CENTER LINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CONT CONTINUE

CU FT CUBIC FEET

CU YD CUBIC YARDS

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

DAT DATUM

DC DUST CONTROL

DCJ DOWELED CONTROL JOINT

DEMO DEMOLISH/DEMOLITION

DIA DIAMETER

DIP DUCTILE IRON PIPE

DS DOWNSPOUT

E EAST/EASTING

EA EACH

EJ EXPANSION JOINT

ELEV ELEVATION

EQ EQUAL

ERP ENVIRONMENTAL RESTORATION

PROGRAM AREA

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FL FLOW LIINE

FO FIBER OPTIC

FT FEET

FW FIRE WATER

G NATURAL GAS

GAL GALLON(S)

GBDAA GROUND-BASED

DETECT-AND-AVOID

GALV GALVANIZED

GM GAS METER

GPM GALLONS PER MINUTE

GT GREASE TRAP

HAC HISTORIC, ARCHEOLOGICAL,

CULTURAL

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

INV INVERT

LAT LATITUDE

LATL LATERAL

LB POUND

LF LINEAR FOOT

LOD LIMITS OF DISTURBANCE

LONG LONGITUDINAL

LP LOW POINT/LIGHT POLE

LUC LAND USE CONTROL

MAX MAXIMUM

MG MATCH GRADE

MH MANHOLE

MIN MINIMUM

MOD. MODIFIED

MTD. MANUFACTURED TREATMENT DEVICE

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

N NORTH/NORTHING

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OS & Y OUTSIDE SCREW AND YOKE

OWS OIL/WATER SEPARATOR

PERF PERFORATE(D)

PFAS PER-AND POLYFLUORALKYL

SUBSTANCES

PIV POST INDICATING VALVE

PL PROPERTY LINE

PS PERMANENT SEEDING/ PUMP

STATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN/ROAD

REQ'D REQUIRED

ROW RIGHT OF WAY

RPZ REDUCED PRESSURE ZONE

S SOUTH

SCHED SCHEDULE

SD STORM DRAIN

SMH SANITARY MANHOLE

SQ SQUARE

SS SANITARY SEWER

ST STREET

STA STATION

STD STANDARD

STL STEEL

SW SIDEWALK

TBM TEMPORARY BENCHMARK

TC TERRA COTTA/TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THK THICK(NESS)

TOB TOP OF BANK

TOS TOP OF SLAB

TOS TOP OF SLOPE

TS TEMPORARY SEEDING

TS TOP OF STOOP

TW TOP OF WALL

TYP TYPICAL

VERT VERTICAL

VOL VOLUME

W WEST/WATER

W/ WITH

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

YD YARD/YARD DRAIN

YH YARD HYDRANT

MISCELLANEOUS CONCRETE

CONCRETE PAVEMENT

AGGREGATE

DEMOLISH AREA

DEMOLISH LINEAR

SAWCUT

DEMO ITEM

FENCE

CONSTRUCTION ENTRANCE

INLET PROTECTIONIP

CE

BOLLARD

WHEEL STOP

VEGETATIVE COVER SIGN

EXISTING REQ'D

CONTOUR

DITCH CENTERLINE

TOE OF SLOPE

SPOT ELEVATION

D STORM DRAIN MANHOLE

CATCH BASIN

S

CO

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

VALVE

FIRE HYDRANT

GAS METER

ASPHALT

CONC

BLDG

D

S

CO

G

G

EN

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AL

N O

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S, L

EG

EN

D

, A N

D A

BB

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IA

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BSB GRD/RLBBSB

C-001

CONSTRUCTION PHASING

THE CONTRACTOR MUST SUBMIT TO THE GOVERNMENT A DETAILED PHASING PLAN THAT

INCORPORATES THE CONTRACT PHASING REQUIREMENTS ALONG WITH THE CONTRACTOR'S

INTENDED MEANS AND METHODS. THIS PLAN WILL SPECIFICALLY DETAIL UTILITY

CHANGEOVER FROM EXISTING TO NEW SYSTEMS AND COORDINATION REQUIREMENTS WITH

THE ADJACENT P1027 HANGAR PROJECT.

THE PHASING PLAN MUST INCLUDE A DETAILED PLAN TO MAINTAIN AND INSTALL FLIGHT

LINE SECURITY, SPECIFICALLY BUT NOT LIMITED TO, THE WORK ASSOCIATED WITH THE

DEMOLITION OF THE EXISTING FLIGHT LINE FENCE, INSTALLATION OF THE REQUIRED FLIGHT

LINE FENCE, ANY INSTALLATION OF TEMPORARY SECURITY FENCE FOR THE CONSTRUCTION

OF LP-48A, AND THE MAINTENANCE OF TRAFFIC AROUND LP-48A CONSTRUCTION.

THE CONSTRUCTION DOCUMENTS ARE SEPARATED INTO TWO SEPARATE VOLUMES. VOLUME

2 WORK WILL NOT COMMENCE EARLIER THAN 01 OCT 2026.

VOLUME 1 HAS 2 SITE PHASES. VOLUME 1 PHASE 1 INCLUDES THE DEMOLITION OF

PAVEMENT AND REROUTING OF UTILITIES FOR THE CONSTRUCTION OF LP-48A AND

INCLUDES CONSTRUCTION OF THE GBDAA TOWER SITE, AND POWER CHECK PAD PAVEMENT

REPAIR. VOLUME 1 PHASE 2 INCLUDES CONSTRUCTION OF BUILDING LP-48A AND

ASSOCIATED NEW PAVEMENT AND UTILITY CONNECTIONS.

VOLUME 2 IS NOT PHASED BUT INCLUDES THE NEW ADDITIONS TO LP-48.

ASPHALT PAVEMENT

SF SILT FENCE

LOD LIMITS OF DISTURBANCE

FOD

SS

FOREIGN OBJECT DEBRIS FENCE

SANITARY SEWER LINE

SD STORM DRAIN LINE

UP UNDERGROUND PRIMARY LINE

US UNDERGROUND SECONDARY LINE

UC UNDERGROUND COMM LINE

G UNDERGROUND GAS LINE

WH WATER LINE (HIGH FLOW SYSTEM)

WATER LINE (FIRE PUMP SYSTEM)

WATER LINE (P1027 SYSTEM)

STEAM LINE (LOW PRESSURE)

OVERHEAD PRIMARY LINE

SSX

SDX

EPX

ESX

CX

EPX

GX

WX

WX

W27

LPSX

U

U

U

O

H

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WL

WFP

L

UNKNOWN UTILITY LINEUNK

X

XX.X

X XX.XX

SWING GATE / DOORX

MH

EM

E

T

H

CB

DI DROP INLET

TRANSFORMER

ELECTRICAL HANDHOLE

TELECOMM MANHOLE

ELECTRICAL MANHOLE

ELECTRICAL SWITCH/CALL BOX

UNIDENTIFIED MANHOLE

S OIL/WATER SEPARATOR

W WATER VAULT

SE

E

EL

EC

TR

IC

AL

L

EG

EN

D

ST STEAM MANHOLE

ACCESSIBLE PARKING SYMBOL

PMDL PAVEMENT MARKING DEMO LIMITS

SAFETY BUFFER ARC

LAY LAYDOWN AREA

WATER LINEW W

XRQX P1027 RQ CONSTRUCTION FENCE

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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Dave Snelling MQ-25 SEIT APML

05/28/2025

RY / JPG

JWJ

HPN

1737012

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

MOORING EYE/TIE-DOWN ANCHOR

CONNECT TO EXISTING

DEMO TO THIS POINT

SOCK COMPOST FILTER SOCK

SOIL STABILIZATION BLANKET

CONCRETE PATCH

HEAVY DUTY CONCRETE

ASPHALT PATCH

CONTRACTION JOINT (CJ)

CONSTRUCTION JOINT (KJ)

EXPANSION JOINT (EJ)

REPLACEMENT JOINT

SEALANT

REINFORCE®

PARTIAL DEPTH REPAIR

FULL DEPTH REPAIR

ISOLATION JOINT

SO SOD

CONC

SAFE

CABLE AND DEADMAN REINFORCED FENCE

SLIDING GATEX

=X=

SURFACE MOUNTED BOLLARD

TEE

HORIZONTAL BENDS

REDUCER

)X( TEMPORARY CONSTRUCTION FENCE

FD

FILTERING DEVICE/MTD

CONC

CONC

ASPHALT

LAND USE CONTROL BOUNDARYLUC

WETLANDS

WET

WET

EXISTING REQ'D

ERP ENVIRONMENTAL RESTORATION

PROGRAM AREA

WATER LINE (LOW FLOW /

DOM SYSTEM)

PREVIOUSLY DEMOLISHED

BLDG (C-002 ONLY)

HISTORIC, ARCHEOLOGICAL,

CULTURAL SITE (C-002 ONLY)HAC

12924111

DLB

M

IS

C.

R

EV

IS

IO

NS

/1 1/

Lic. No. 034112

GREG R. DEUBLERCO

MM

ONWEALTH OF VIRGINIA

PROFESSIONAL ENGIN

EE

R

03/09/2026

FIRE LANE DO NOT BLOCK

FIRE LANE DO

NO

T BLO

CK

FIRE LANE DO

NO

T BLO

CK

FIRE LANE DO NOT BLOCK

S

S

S

2-STORY BUILDING

#LP-48

FFE=11.07

FFE=10.45

EHH

2-STORY BUILDING

#LP-21

BOLLARDS

BOLLARD

BOLLARDS

BOLLARDS

BOLLARDSBOLLARDS

BOLLARDS

BOLLARDS

BOLLARD

BOLLARDS

BOLLARDS

BIKE RACK GAZEBO(3)

COLUMNS

COLUMNS COLUMNS

COLUMNS

TMH

EMHCOLUMNS

STMH

CONC. SURFACE

ASPHALT SURFACE

E-TRANS(2)

METAL WALL

GENERATOR

UNK-HH

UMH

TMH

EMH

FRAME

SHED

GATE

7'CLF W/BW

EHH

EHHEM

L/P

TMH

EMH

TMH

EMH

METAL

SHED

XX

TT

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CO

CO

CO

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D

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CB

W

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MH

S

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ST

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ANCHORS (TYP.)

TIE-DOWN

ANCHORS (TYP.)

MH

UMH

UNK-HH

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CONC.

UNK-HH

D

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XX

X

CO

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X X X X X

TIE-DOWN

ANCHORS (TYP.)

SIGNSIGN

L/P

BOLLARDS

CONC. SURFACE

E

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CO

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ANCHORS (TYP.)

BR

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ASPHALT SURFACE

ASPHALT SURFACE

X X X X X

SSSS S

N

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P1027 HANGAR

FFE=11.00

LUC

LUC

LUC

LU

C

LU

C

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C

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LP-48A

FFE=11.00

FIRE LANE DO NOT BLOCKFIRE LANE DO NOT BLOCK FIRE LANE DO NOT BLOCK FIRE LANE DO NOT BLOCK

=X= =X=

=X= =X=

=X=

=X= =X=

1516171819

2021222324

3435 36 37

48 49

57 58

82 83

87 88

91 92

93 94

95 96

97 98

99 100

101102 103 104

106 107

108109

113 114

115 116

117118

122123

143144

DI

D DID

DI

CO

FD

DI

D

(TYP)

(TYP)

.5

TY

P)

9.0' (TYP)

.0

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6.0' (TYP)

26.0'

R=50.0'

.0'9.0'

6.0'

.0

75'-100' SPACING

(TYP)

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(T

YP

10'

17.67' 8.27'

15 15

19.70'

5.

0'

6.

0'

26.0' 9.0'

R=50.0'

R=24.0'R= 2.

0'

R=1.0'

12.0'

2.3'

30'

(TYP)

(TYP)

23 (TYP)

16 21

A

A

137.3'

.8

(TYP)

25(TYP)

28 (TYP)

7.4'6.0'

6.0' 6.0'

29(TYP)

SCALE

SI

TE

P

LA

N

LP

-4

8A

CS101

GRAPHIC SCALE(S)

GENERAL NOTES

60'0' 1"=30'

30'

1. GUARD SHACK. GOVT REAL PROPERTY TEMPORARY GUARD SHACKS

TO BE PROVIDED BY GOVT DURING CONSTRUCTION. REQ'D GUARD

SHACKS TO BE PREFAB, GOVT. REAL PROPERTY, AND INSTALLED

BY CONTRACTOR. SEE A3/CS507 FOR MORE INFORMATION.

2. PEDESTRIAN TURNSTILE W/ABA GATES AND SALLYPORT. SEE CS507

FOR DETAIL.

3. WHEEL STOP. SEE C2/CS501 FOR DETAIL.

4. DUMPSTER ENCLOSURE WITH GATE AND BOLLARDS. SEE A3/CS502

FOR DETAIL.

5. 8" BOLLARD. SEE A1/CS502 FOR DETAIL.

6. TRANSFORMER PAD. SEE ELECTRICAL FOR DETAILS.

7. ARS POD STORAGE AREA. HATCHING IS NOT PAVEMENT MARKINGS

AND IS FOR VISUAL CLARITY ONLY.

8. ACCESSIBLE PARKING. SEE A3/CS501 FOR DETAIL.

9. FLIGHT LINE SECURITY FENCE. SEE C1/CS503 FOR DETAIL.

10. DEADMAN AND CABLE REINFORCED FLIGHT LINE FENCE. SEE

A2/CS505 FOR DETAIL. POSTS SHOWN FOR REFERENCE FOR

REQUIRED DEADMAN CONFIGURATION.

11. 30' FLIGHT LINE INTERIOR CLEAR ZONE.

12. 33' ATFP BUILDING EXTERIOR UNOBSTRUCTED ZONE.

13. 20' FIRE LANE. TEXT MUST BE 18" HIGH, RETRO-REFLECTIVE

YELLOW. MARKING MUST BE 6" WIDE, RETRO-REFLECTIVE YELLOW.

14. 4" THICK CONCRETE SLOPE PAVING BETWEEN FENCE AND DITCH.

15. ELEVATED SIDEWALK AND RAMP. SEE ARCHITECTURAL SHEETS FOR

DETAILS.

16. SPLASH BLOCK. SEE C3/CS501 FOR DETAIL.

17. HEATED BFP ENCLOSURE. SEE CU101 AND CU502 FOR ADDITIONAL

INFORMATION.

18. REPLACE DISTURBED FLIGHT LINE CLEAR ZONE PAVEMENT MARKING

IN ACCORDANCE WITH NOTE 26.

19. REPLACE DISTURBED P1027 FIRE LANE PAVEMENT MARKING IN

ACCORDANCE WITH NOTE 13.

20. GENERATOR PAD. SEE ELECTRICAL SHEETS FOR DETAILS.

21. MECHANICAL AND ELECTRICAL EQUIPMENT. SEE MECHANICAL,

ELECTRICAL, AND STRUCTURAL SHEETS FOR INFORMATION.

22. DEADMAN CONFIGURATION. SEE NOTE 10 FOR INFORMATION.

23. SURFACE MOUNTED BOLLARD. SEE A2/CS503 FOR DETAIL.

24. 20' FLIGHT LINE EXTERIOR CLEAR ZONE.

25. STANDARD PARKING STALL PAVEMENT MARKINGS MUST BE 4" WIDE

SOLID WHITE.

26. CLEAR ZONE AND EDGE OF DRIVE AISLE PAVEMENT MARKINGS

MUST BE 4" WIDE SOLID YELLOW.

27. STOOP AND STEPS. SEE ARCHITECTURAL SHEETS FOR DETAILS.

28. DISTRIBUTION BOLLARD. SEE ELECTRICAL SHEETS FOR INFORMATION.

29. CROSSWALK PAVEMENT MARKING. SEE A2/CS501 FOR DETAIL.

CONSTRUCTION NOTES#

KEY PLAN

SITE PLAN - LP-48AA1 SCALE: 1" = 30'

MATCH LINE - SEE SHEET CS102

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

S1

1. REFER TO CP SHEETS FOR DELINEATION BETWEEN REQ'D

PAVEMENT AND PAVEMENT MARKINGS.

2. SITE STRUCTURE NUMBER LABELS REFER TO CS601 FOR SITE

POINT SCHEDULE.

FI

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B

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1 2 3 4 5

1 2 3 4 5

A

B

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

DES DRW

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

NA

VA

L S

TA

TI

ON

NO

RF

OL

K, V

A

P-

M

Q

A

IR

CR

AF

T

LA

YD

O

W N

FA

CI

LI

TI

ES

BU

IL

DI

NG

L P-

A

AN

D

G

BD

AA

T

O W

ER

Dave Snelling MQ-25 SEIT APML

05/28/2025

RY / JPG

JWJ

HPN

1737012

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

12924126

BSB GRD/RLBBSB

DLB

M

IS

C.

R

EV

IS

IO

NS

/1 1/

Lic. No. 034112

GREG R. DEUBLERCO

MM

ONWEALTH OF VIRGINIA

PROFESSIONAL ENGIN

EE

TRENCH DRAIN SYSTEM PROFILE

-2

-2

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50

TD

IN

V

O

UT

=8 .2

3( E)

TR

EN

CH

D

RA

IN

N:

2.

E:

.9

RI

M =9

.2

COMM DUCT BANK

COMM DUCT BANK

COMM DUCT BANK

COMM DUCT BANK

POWR DUCT BANK

POWR DUCT BANK

EX. POWR CONDUIT

ADJUST TO MAINTAIN

6" BELOW TRENCH DRAIN

CLASS III RCP

159 LF - 36" @ 0.80%

D I2

IN

V

IN

(3

6"

3.

(S

IN

V

O

UT

(3 6"

3.

(N

W

VD

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T

DI

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E:

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M

=8 .8

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V

IN

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IN

V

O U

T(

5.

(N

VD

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T

DI

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E:

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=1 0.

TRENCH DRAIN

262 LF @ 0.50%

TRENCH FLOWLINE

TRENCH BOTTOM

TRENCH GRATE ELEV FOLLOWS

FINISHED GRADE IN THESE LIMITS

-0.7% 1.0%

STA:10+66.90

ELEV:8.87

STA:11+46.99

ELEV:9.66 -1.1% 1.7%

STA:12+14.61

ELEV:8.93

FINISHED GRADE

EXISTING GRADE

2" P EX. GAS

20" DI

16" DI 14" DI

20" DI 2.0" GAS

POWR DUCT BANK

POWR DUCT BANK

8" DI

6" M

IN

(T

YP

" M

IN

(T

YP

6" M

IN

(T

YP

" M

IN

(T

YP

STRM UPSIZE PROFILE

10+00 10+50 11+00 11+50 11+75

IN

V

IN

(3

6"

2.

(E

IN

V

O

UT

(3 6"

2.

(N

W

EX

IS

TI

NG

D

RO

P

IN

LE

T

N:

6.

E:

.0

RI

M =9

.9

CLASS III RCP

107 LF - 36" @ 0.70%

ST

I2

IN

V

IN

(3

6"

3.

(S E)

IN

V

IN

(1

8"

4.

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IN

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" D

IA

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TR

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SE

N:

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E:

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M

=8 .6

18"ESD

FINISHED GRADE

EXISTING GRADE

14" DI

-2

-2

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50

ST

I1

IN

V

IN

(3

6"

1.

(S E)

IN

V

IN

(1

5"

2.

(E

IN

V

IN

(1

5"

3.

(S W

IN

V O

UT

(3

6"

1.

(N W

" D

IA

S

TR

AD

DL

E

M H

W / V

D O

T D

I-7 T

O P

AN

D

VD

O

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BA

SE

N:

7.

E:

.8

RI

M

=8 .2

D I1

IN

V

O U

T(

2.

(W

VD

O

T

DI

-7 N:

8.

E:

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RI

M

=8 .0

DV

M

IN

V

O

UT

(1 5"

4.

(S

E)

IN

V O

U T(

4.

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DI

VE

RS

IO

N M

H W

/ V D

O T

D I-7

T O

P N:

6.

E:

.6

RI

M

=8 .3

CLASS III RCP

30 LF - 15" @ 1.00%

8" DI

8" DI EX. POWR DUCT BANK

EX. COMM DUCT BANK

EX. POWR DUCT BANK

EX. COMM DUCT BANK

EX. COMM DUCT BANK

EX. POWR DUCT BANK POWR DUCT BANK

ST

I2

IN

V

IN

(3

6"

3.

(S E)

IN

V

IN

(1

8"

4.

(E

IN

V

O U

T(

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" D

IA

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TR

AD

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O P

AN

D

VD

O

T B-

BA

SE

N:

7.

E:

.9

RI

M

=8 .6

CLASS III RCP

43 LF - 36" @ 0.27%

D I2

IN

V

IN

(3

6"

3.

(S

IN

V

O

UT

(3 6"

3.

(N

W

VD

O

T

DI

-7 N:

7.

E:

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RI

M

=8 .8

POWR DUCT BANK

-1.9% -0.5%

0.5% 10.4%

GRASS TRANSITION

STA:10+15.00

ELEV:10.10 CONCRETE CHANNEL

STA:10+30.00

ELEV:9.82

STA:13+77.36

ELEV:8.09

GRASS TRANSITION

STA:16+32.43

ELEV:10.36

CONCRETE CHANNEL

STA:16+22.39

ELEV:9.31FINISHED GRADE

EXISTING GRADE

20" DI

20" DI

2.0" GAS

EX. COMM DUCT BANK

16" DI

NEOPRENE PAD

TREATMENT PROFILE

-2

-2

10+00 10+50 10+75

DV

M

IN

V

O

UT

(1 5"

4.

(S

E)

IN

V O

U T(

4.

(S

DI

VE

RS

IO

N M

H W

/ V D

O T

D I-7

T O

P N:

6.

E:

.6

RI

M

=8 .3

CLASS III RCP

12 LF - 15" @ 1.00%

FD

IN

V

IN

(1

5"

4.

(N

IN

V

O U

T(

4.

(E

FI

LT

ER

IN

G

DE

VI

CE

N:

4.

E:

.9

RI

M =9

.5

CLASS III RCP

12 LF - 15" @ 1.00%

ST

I1

IN

V

IN

(3

6"

1.

(S E)

IN

V

IN

(1

5"

2.

(E

IN

V

IN

(1

5"

3.

(S W

IN

V O

UT

(3

6"

1.

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IA

S

TR

AD

DL

E

M H

W / V

D O

T D

I-7 T

O P

AN

D

VD

O

T B-

BA

SE

N:

7.

E:

.8

RI

M

=8 .2

15" DIA FLAP GATE FOR

LOW HEAD APPLICATIONS

W/ T304 STAINLESS STEEL

COMPONENTS, DOUBLE

PIVOT HINGE AND

NEOPRENE SEALS. BOLT

TO MH OR PIPE END.

D M

H

1 IN

V

IN

(1 5"

4.

(W

IN

V

IN

(1 5"

4.

(N

W

IN

V

O U

T(

4.

(N

E)

" D

IA

S

TR

M

M H

N:

5.

E:

.7

RI

M =9

.5

CLASS III RCP

17 LF - 15" @ 1.00%

FINISHED GRADE

EXISTING

GRADE

STRM OVERFLOW PROFILE

10+00 10+50

CLASS III RCP

17 LF - 15" @ 1.00%

D M

H

1 IN

V

IN

(1 5"

4.

(W

IN

V

IN

(1 5"

4.

(N

W

IN

V

O U

T(

4.

(N

E)

" D

IA

S

TR

M

M H

N:

5.

E:

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RI

M =9

.5

DV

M

IN

V

O

UT

(1 5"

4.

(S

E)

IN

V O

U T(

4.

(S

DI

VE

RS

IO

N M

H W

/ V D

O T

D I-7

T O

P N:

6.

E:

.6

RI

M

=8 .3

FINISHED

GRADE EXISTING

GRADE

SCALE

G R

AD

IN

G A

N D

D R

AI

N

AG

E

PR

O

FI

LE

S

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B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

DES DRW

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

NA

VA

L S

TA

TI

ON

NO

RF

OL

K, V

A

P-

M

Q

A

IR

CR

AF

T

LA

YD

O

W N

FA

CI

LI

TI

ES

BU

IL

DI

NG

L P-

A

AN

D

G

BD

AA

T

O W

ER

Dave Snelling MQ-25 SEIT APML

05/28/2025

RY / JPG

JWJ

HPN

1737012

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

TRENCH DRAIN SYSTEM PROFILEC1 HORIZ: 1"=30', VERT: 1"=5'

STORM UPSIZE PROFILEC4 HORIZ: 1"=30', VERT: 1"=5'

CONCRETE DITCH PROFILEB1 HORIZ: 1"=30', VERT: 1"=5'

TREATMENT PROFILEA1 HORIZ: 1"=30', VERT: 1"=5'

GENERAL NOTES

1. WEEP HOLES ARE REQUIRED FOR ALL PROPOSED DRAINAGE

STRUCTURES.

2. ALL PROPOSED STORM DRAINS AND PIPES MUST MAINTAIN AT A

MINIMUM THE FOLLOWING VERTICAL CLEARANCES UNLESS

OTHERWISE INDICATED:

2.A. 6" FROM POWER AND COMM

2.B. 18" FROM SANITARY AND WATER

2.C. 6" FROM GAS AND OTHER STORM LINES

2.D. 36" BELOW FINISHED GRADE

3. COORDINATE WITH ALL RELEVANT DISCIPLINES AND DISCIPLINES

SHEETS TO PROVIDE A CONFLICT FREE CONSTRUCTION OF DRY

AND WET UTILITIES AND STORM DRAINS AND PIPES AS INDICATED

IN THE CONTRACT DOCUMENTS.

GRAPHIC SCALE(S)

60'0' 1"=30'

30'

10'0' 1"=5'

5'

12924150OVERFLOW PROFILEA2 HORIZ: 1"=30', VERT: 1"=5'

BSB GRD/RLBBSB

DLB

M

IS

C.

R

EV

IS

IO

NS

/1

1/

Lic. No. 034112

GREG R. DEUBLERCO

MM

ONWEALTH OF VIRGINIA

PROFESSIONAL ENGIN

EE

EPX

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CU101

GRAPHIC SCALE(S)

GENERAL NOTES

60'0' 1"=30'

30'

1. 2.0" GAS LINE PROVIDED BY GAS COMPANY. SEE PLUMBING

SHEETS FOR CONTINUATION. EXISTING GAS MAIN LOCATION NOT YET

ESTABLISHED AND IS BEING INSTALLED FOR P1027.

2. 8" DI FIRE AND DOMESTIC SERVICE. SEE C1/CU202 FOR PROFILE.

SEE FIRE PROTECTION AND PLUMBING SHEETS FOR CONTINUATION.

3. UNDERGROUND COMM AND UNDERGROUND POWER. SEE ELECTRICAL

SHEETS FOR INFORMATION.

4. SANITARY SEWER CLEANOUT. SEE PLUMBING FOR CONTINUATION.

SEE C2/CU501 FOR DETAIL.

5. TWO (2) RPZ DETECTOR TYPE BACKFLOW PREVENTERS AND HEATED

DUAL ENCLOSURE. SEE A2/CU502 FOR DETAIL.

6. 20"X20" TEE.

7. 16"X16" TEE.

8. 16"X12" TEE.

9. 16"X8" TEE.

10. 16"X6" MJ SWIVEL TEE.

11. 16"X14" REDUCER.

12. 20" GATE VALVE.

13. 16" GATE VALVE.

14. 12" GATE VALVE.

15. 8" GATE VALVE.

16. 20" DI LP33 FIRE PUMP SYSTEM LINE. SEE A1/CU201 FOR

PROFILE.

17. 20" DI LP33 FIRE PUMP SYSTEM LINE. SEE A1/CU202 FOR

PROFILE.

18. 16" DI HIGH FLOW SYSTEM LINE. SEE B1/CU201 FOR PROFILE.

19. 16" DI LOW FLOW SYSTEM LINE. SEE C1/CU201 FOR PROFILE.

20. 8" DI P1027 RECONNECTION LINE. SEE B1/CU202 FOR PROFILE.

21. 8" DI SANITARY SEWER LATERAL. SEE C3/CU201 FOR PROFILE.

22. THRUST BLOCK. SEE A1/CU502 FOR DETAIL.

23. 16" DI HIGH FLOW SYSTEM NORTH RECONNECT LINE. SEE

C2/CU202 FOR PROFILE.

24. ARV. SEE C4/CU501 FOR DETAIL.

25. FIRE HYDRANT AND VALVE ASSEMBLY. SEE A4/CU501 FOR DETAIL.

CONSTRUCTION NOTES#

1. COORDINATE WATER LINE CONNECTIONS WITH DEMO TERMINATION

POINTS PROVIDED ON CD101.

2. ALL PROPOSED HORIZONTAL BENDS INDICATED ARE 45° BENDS.

REFER TO PROFILES PROVIDED ON CU201 AND CU202 FOR

VERTICAL BEND LOCATIONS.

3. FOR VALVE CONNECTIONS, USE MJ SWIVEL TEE WHERE CONNECTING

TO TEE. USE BOLT-THROUGH POSITIVE RESTRAIN FITTINGS WHERE

TEE NOT PROVIDED.

4. REFER TO CU502 FOR PIPE RESTRAINT CHARTS.

KEY PLAN

UTILITY PLAN - LP-48AA1 SCALE: 1" = 30'

FI

LE

N

AM

E:

I:

\P ro je ct s\

0\

2- P-

AC

L ay do w n

Fa ci ls F

D A\

BI

M

-C

AD

\1

C

AD

-2

4\ Sh ee ts

\C \V ol um e 1\

C U

1-

1.

dw g L

AY

O

U T

N

AM

E:

C

U

1-

P

LO

TT

ED

: M on da y, M ar ch

9,

- 1 1:

am

U

SE

R : w du dl ey

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

DES DRW

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

NA

VA

L S

TA

TI

ON

NO

RF

OL

K, V

A

P-

M

Q

A

IR

CR

AF

T

LA

YD

O

W N

FA

CI

LI

TI

ES

BU

IL

DI

NG

L P-

A

AN

D

G

BD

AA

T

O W

ER

Dave Snelling MQ-25 SEIT APML

05/28/2025

RY / JPG

JWJ

HPN

1737012

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

12924161

BSB GRD/RLBBSB

DLB

M

IS

C.

R

EV

IS

IO

NS

/1 1/

Lic. No. 034112

GREG R. DEUBLERCO

MM

ONWEALTH OF VIRGINIA

PROFESSIONAL ENGIN

EE

LP48A SSWR LATERAL PROFILE

10+00 10+50 11+00

IN

V.

IN

=5

.4

(S

IN

V.

IN

=5

.5

(E

IN

V.

O U

T= 5.

(N

EX

. S

SM

H

N:

4.

E:

.9

RI

M =9

.9

34 LF - 8" DI @ 0.40%

IN

V.

O U

T= 5.

(W

SS

CO

N:

5.

E:

.7

RI

M =1

0.

C O

EX. COMM DUCT BANK

EX. POWR DUCT BANK

8" DI

EXISTING GRADE

FINISHED GRADE

LP-48A FFE

SEE PLUMBING

FOR CONTINUATION

16" DI

NEOPRENE PAD

-2

-2

9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00

14" DI

16"X14" REDUCER

STA:10+20 16"X8" TEE

STA:10+43

16" 22.50° BEND

STA:10+55

16" 22.50° BEND

STA:10+62

16"X12" TEE

STA:10+69

16" GV

STA:10+73

16"X12" TEE

STA:10+77

16" DI

16" 45° BEND

STA:11+61

16" 45° BEND

STA:11+67

16" DI

20" DI

16" DI

16" 45° BEND

STA:12+03

16" 45° BEND

STA:12+08 16" GV

STA:12+18

16"X14" REDUCER

STA:12+27

14" DI36" CLASS III RCP

18" RCP

POWR DUCT BANK

POWR DUCT BANK

COMM DUCT BANK

TRENCH DRAIN

FINISHED GRADEEXISTING GRADE

16" GV

STA:10+40

ARV

STA:11+56

16"X8" TEE

STA:11+75

2.0" GAS

NEOPRENE PAD

HIGH FLOW SYSTEM PROFILE

-2

-2

9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50

14" DI 16" DI 16" DI

16" DI 16" DI 16" DI 16" DI 16" DI 16" DI 16" DI 16" DI

14" DI

8" DI

8" DI

2.0" GAS

20" DI

16" DI

10" DI

EX. POWR DUCT BANK

EX. COMM DUCT BANK

POWR DUCT BANK 8" DI

POWR DUCT BANK

POWR DUCT BANK

EX. POWR DUCT BANK

36" CLASS III RCP

8" PVC

8" PVC

16"X14" REDUCER

STA:10+19

16" 45° BEND

STA:10+27

16" 45° BEND

STA:10+32

16"X6" TEE

STA:10+63

16" 22.50° BEND

STA:10+82

16" 22.50° BEND

STA:10+89 16" 45° BEND

STA:11+41

16" 45° BEND

STA:11+61

16"X16" TEE

STA:13+07

16" GV

STA:13+13

16"X6" TEE

STA:13+41

16" 45° BEND

STA:13+75

16" 45° BEND

STA:14+10

16"X12" TEE

STA:14+26

16" GV

STA:14+30

16" 45° BEND

STA:14+33

16"X12" TEE

STA:14+37

16" 45° BEND

STA:14+68 16" 45° BEND

STA:15+24

16" 45° BEND

STA:15+38

16" 22.50° BEND

STA:15+44

16" 22.50° BEND

STA:15+52

16"X14" REDUCER

STA:15+55

16" GV

STA:13+02 FINISHED GRADEFINISHED GRADEEXISTING GRADE

NEOPRENE PAD

EX. COMM DUCT BANK

ARV

STA:11+30

16" DI

ARV

STA:14+73

6" M

IN

(T

YP

" M

IN

(T

YP

" M

IN

(T

YP

-2

-2

9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50

20" 45° BEND

STA:10+20

20" 45° BEND

STA:10+25

20" 45° BEND

STA:10+75

20" 45° BEND

STA:11+07

20" 45° BEND

STA:12+44

20" 45° BEND

STA:12+48

20" 22.50° BEND

STA:12+65

20" 22.50° BEND

STA:12+71

20" 45° BEND

STA:13+44

20" 11.25° BEND

STA:13+78

20" 45° BEND

STA:14+01

20"X20" TEE

STA:14+35

20" GV

STA:14+44

20" GV

STA:14+30

12" DI

12" DI

20" 45° BEND

STA:15+00

20" DI

20" DI

20" 45° BEND

STA:15+44

16" DI

20" 22.50° BEND

STA:15+59

20" 45° BEND

STA:15+64

20" 45° BEND

STA:15+69

20" DI

20" DI

20" DI

20" DI

20" DI

20" DI 20" DI 20" DI

20" DI

EX. POWR DUCT BANK

EX. COMM DUCT BANK

POWR DUCT BANK

COMM DUCT BANK

TRENCH DRAIN8" DI

8" PVC

8" DI

EXISTING GRADEFINISHED GRADE

POWR DUCT BANK

2.0" GAS

16" DI

ARV

STA:12+39

ARV

STA:12+76

20" DI

20" 22.50° BEND

STA:14+20

20" 22.50° BEND

STA:14+25

20" 45° BEND

STA:14+94

ARV

STA:14+89

" M

IN

(T

YP

SCALE

U

TI

LI

TY

P R

O

FI

LE

S

CU201

FI

LE

N

AM

E:

I:

\P ro je ct s\

0\

2- P-

AC

L ay do w n

Fa ci ls F

D A\

BI

M

-C

AD

\1

C

AD

-2

4\ Sh ee ts

\C \V ol um e 1\

C U

1-

1.

dw g L

AY

O

U T

N

AM

E:

C

U

1-

P

LO

TT

ED

: M on da y, M ar ch

9,

- 1 1:

am

U

SE

R : w du dl ey

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

DES DRW

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

NA

VA

L S

TA

TI

ON

NO

RF

OL

K, V

A

P-

M

Q

A

IR

CR

AF

T

LA

YD

O

W N

FA

CI

LI

TI

ES

BU

IL

DI

NG

L P-

A

AN

D

G

BD

AA

T

O W

ER

Dave Snelling MQ-25 SEIT APML

05/28/2025

RY / JPG

JWJ

HPN

1737012

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

GENERAL NOTES

HIGH FLOW SYSTEMB1 HORIZ: 1"=30', VERT: 1"=5'

DOMESTIC SYSTEMC1 HORIZ: 1"=30', VERT: 1"=5'

LP-48A SANITARY SEWER LATERALC3 HORIZ: 1"=30', VERT: 1"=5'

LP33 FP SYSTEM WEST & LP48 RECONNECTIONA1 HORIZ: 1"=30', VERT: 1"=5'

1. ALL PROPOSED WATER LINES MUST BE MECHANICALLY

RESTRAINED IN ACCORDANCE WITH THE SPECIFICATIONS AND AS

INDICATED ON CU502.

2. ALL PROPOSED WATER LINES MUST MAINTAIN AT A MINIMUM THE

FOLLOWING VERTICAL CLEARANCES UNLESS OTHERWISE SHOWN AT

SHALLOW UTILITY CROSSINGS, INDICATED BY NEOPRENE PADDING:

2.A. 6" FROM POWER AND COMM (COORDINATE LOCATIONS WITH

ELECTRICAL AND COMM SHEETS)

2.B. 18" FROM STORM AND SANITARY

2.C. 12" FROM GAS AND OTHER WATER LINES

2.D. 36" BELOW FINISHED GRADE

3. COORDINATE WITH ALL RELEVANT DISCIPLINES AND DISCIPLINES

SHEETS TO PROVIDE A CONFLICT FREE CONSTRUCTION OF DRY

AND WET UTILITIES AND STORM DRAINS AND PIPES AS INDICATED

IN THE CONTRACT DOCUMENTS.

GRAPHIC SCALE(S)

60'0' 1"=30'

30'

10'0' 1"=5'

5'

12924162

BSB GRD/RLBBSB

DLB

M

IS

C.

R

EV

IS

IO

NS

/1 1/

Lic. No. 034112

GREG R. DEUBLERCO

MM

ONWEALTH OF VIRGINIA

PROFESSIONAL ENGIN

EE

A. REFER TO OVERALL FLOOR PLANS FOR ADDITIONAL GENERAL COMMENTS

PERTINENT TO THIS SHEET.

B. REFER TO DOOR SCHEDULE ON AE601 FOR ADDITIONAL DOOR

INFORMATION.

B

C

A1

AE302

A1

AE302

'-0

'-0

3'-4" 8'-8" 72'-0" 9'-4"

+/- 23'-4" 12'-0" 48'-8" 9'-4"

'-8

'-4

4' -0

M O

3' -4

M O

'-8

'-4

14'-11" 8'-5" 14'-3" 11'-1"

'-5

/4

33'-11"

14'-9"

'-2

/2

7' -8

7'

-8

/4

SE4a

SE4a

S4f

ARS WORK

CENTER

ARS STORAGE

128A

ARS OFFICE

WOMEN'S ROOM

MEN'S ROOM

QUARTERDECK

WELLNESS

ROOM

TELECOM

TECH REPS

READY ROOM

VESTIBULE

ATRIUM / LOBBY

ELEV

E001

ELEV MACHINE

ROOM

STAIR

S101

A1

AE301

_____ A1

AE301

S4a S4a

S6a

M8a

SE4a.3

M8b

'-1

E

F

J

L

1B

1C

128A

8C

S

1A

106A

107A

108A

126B

5A

7A

6A

123A

124A

105A

2'-0" 10'-3" 1'-7" 8'-6" 6'-5" 7'-10" 7'-0" 13'-7" 9'-6" 26'-8"

2' -1

8'

-4

'-2

7'

-9

9' -6

7'

-0

3' -6

'-0

'-0

6'

-8

3' -8

'-4

4' -8

5'

-4 " 10

'-0

'-8

H

D

2A

M8a

128D

3A

8' -0

S4f

'-9

12'-0"

'-0

7'-4"

VENDING

58'-8"

JANITOR

8B

8'

-0

K

A

SE2a

SE2a

0A

SE4a

TYP (2)

TYP (3)

S6b S4a

S6a

M8b

7D

7C

7B

6F

6E

6D

6C

6B

AE411

B1

AE415

C2

C1

AE302

C1

AE302

CORRIDOR

101A

CORRIDOR

101B

1'-2"

MO

6'-4" 1'-2"

G

1'-6"

MO

6'-4" 1'-6"

MO

3'-4" 36'-0"

MO

3'-4"

1'-4" 1'-6"

6'-4" MO 1'-6"

B.5

C.5

SE6a

IN801

A1

IN801

B3

B2

IN801C2

C3 IN801

C1

AE421

A1

C2

C3

M A

T C

H

LI

N E

A E

1B

C4

C5

W1

W1

AE402

A1

TYP23

TYP14

TYP 11

TYP 12

AE702

A4

3' - 0"

CL10'-2" 5'-7"

C L 4'

-6

CL

4'-6"

8'

0" 8'

0"

S2

AE702

A3

M8a

M8a

M4a

A1

AE521

2' -0

2.1

2.1

K.5

'-2

/2

'-3

AE314

C1

AE314

C3

'-8

0B

2' -1

0" C L

S4a.3

TYP112'-4"

4'-0"

MO

3'-4"

2.8

2.8

3.6

3.6

E.2

21'-0"

3'-0" 40'-0"

'-0

2' -0

2' -6

6'

-0

F E

C

F E

C

FEB

AE421

D2 S4f

F E

C

6D

AE421

C3

AE421

B3

6C

9"

SE3a

AE412

A1 _____

AE412

A2

AE702

A2

TYP 77

8'-0" 8'-0" 8'-0"

1'-3"

6' -5

/4

'-0

'-0

'-0

8' -0

101D

S1

AE421

D1

S4a

S6a

S6b

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

TI

C

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

UNCLASSIFIED

AE101A

F

IR

S T

F

LO

O R

P

LA

N

A R

E A

A

SEB

12924203

RAM KCM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY / JPG

1737012

JWJ

DJD

HPN

P -2

M

Q -2

A

IR

C

R A

F T

L A

Y D

O W

N F

A C

IL

IT

IE

S

B U

IL

D

IN

G

L P

-4 A

A N

D G

B D

A A

T O

W E

R

A B

GRAPHIC SCALE(S)

KEY PLAN

KEY NOTES#

GENERAL NOTES

1/8" = 1' - 0" 0 5' 10' 15' 30'

1/8" = 1'-0" A1

FIRST FLOOR PLAN - AREA A

1 WALL MOUNTED DISPLAY MONITOR, COORDINATE WITH AUDIOVISUAL

DRAWINGS

4 WALL MOUNTED PORCELAIN MARKERBOARD, 84"W X 48"H, MOUNTED AT

5'-0" AFF TO CENTER

6 OVERHEAD METAL COILING DOOR WITH REMOTE OPERATOR AS

NEEDED, REFER TO DOOR SCHEDULE ON AE601

7 2-TON OVERHEAD BRIDGE CRANE CLEAR ZONE

9 PERSONAL STORAGE LOCKERS (LK2), REFER TO IN602

10 EMERGENCY SHOWER / EYE WASH, COORDINATE WITH PLUMBING

DRAWINGS

11 STEEL COLUMN, COORDINATE WITH STRUCTURAL DRAWINGS

12 ELECTRICAL EQUIPMENT, COORDINATE WITH ELECTRICAL DRAWINGS

14 BOLLARD, COORDINATE WITH CIVIL DRAWINGS

18 SS SINK, COORDINATE WITH PLUMBING DRAWINGS

19 VENDING, REFER TO INTERIORS DRAWINGS

23 WALL MOUNTED ACRYLIC PANEL (PP1) AROUND PERSONAL STORAGE

LOCKERS, COORDINATE WITH INTERIORS DRAWINGS

34 RACK STORAGE LOCATION, REFER TO AUDIOVISUAL DRAWINGS

37 RECESSED WALK OFF MAT, COORDINATE WITH STRUCTURAL AND

INTERIORS DRAWINGS

41 SCUPPER AND DOWNSPOUT

55 PROVIDE BLOCKING TO RECIEVE WALL PANELS (WC1), REFER TO IN602

60 LINE OF FLOOR ABOVE

77 BOLLARD WITH LIGHT, COORDINATE WITH ELECTRICAL DRAWINGS

79 VAPOR INTRUSION MITIGATION SYSTEM PIPING, COORDINATE WITH

PLUMBING DRAWINGS

NO SCALE

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

M

IS

C

. R E

V

IS

IO

N

S 3/

/2

A.

B.

REFER TO OVERALL FLOOR PLANS FOR ADDITIONAL GENERAL COMMENTS

PERTINENT TO THIS SHEET.

REFER TO DOOR SCHEDULE ON AE601 FOR ADDITIONAL DOOR

INFORMATION.

B

C

96'-8"

8'-

0"

'-8

8'-

0"

'-0

'-4

156'-8"

26'-0" 34'-0"

39'-4"

21'-4" 74'-0 3/4"

'-8

61'-4"

33'-10 3/4"

36'-3"

11'-8 1/2"

6'- 0"

'-0

'-1

1 3 /4"

'-8

'-5

9'-

0"

14'-5" 54'-7"

22'-9"

9'-2"

16'-1 1/2"4'-0"

'-4

3/ 4"

'-0

34'-8"

19'-4"

'-0

'-0

ELEC

MECH

DECK

OPERATOR

TRAINER

DOT STORAGE

109A

OPS OFFICE

110A

OPS/TRAINING

OPEN OFFICE

TELECOM

STAIR

S102

ELEC

GBDAA

TSEF

EMERGENCY

ELEC

IT/COMMS

WORK CENTER

IT STORAGE

115A

INSTRUCTOR

SPACE

MULTI-PURPOSE

ROOM

TRAINING

OFFICE/STORAGE

COMS OPEN

OFFICE

STORAGE

MEDICAL

MEDICAL

STORAGE

122A

MEDICAL

OFFICE

122B

STORAGE

A1

AE301

_____ A1

AE301

M8b.2

M8b.2

SE4a M8b.2

SE4a

S4c

S4c

S4c

SE4a

S4a

M8b

S6c

S4c

SE4a

M8b

M8b

M8b

M8b

SE4a

S4dS4d

S4c

S4a

S4a

SE4a

S4a

S4c

S4c

'-1

1 3 /4"

3'- 0"

'-8

E

F

J

L

9A

3A

2A

130B

131A

0A

0C

S1

B S1

A

108A

109B

109A

109C

110B 11 0A

2A

113A

114A

5A

122B

122C

101A

122A

9A

1A

33'-3" 18'-6" 18'-0" 18'-10" 8'-1" 25'-4" 18'-2" 16'-6"

'-8

MO6'-

4" 8'-

0"

MO6'-

4"

'-4

2'- 1"

'-6

'-3

7'- 0"

3'- 6"

'-0

'-0

6'- 8"

3'- 8"

'-0

5'-

4"

ELEC CLOSET

H

SE2a

D

41'-11"

24'-7 3/4"16'-1" 24'-0"

7'-3"

'-5

'-7

19'-2" 14'-6" 7'-3"

18'-3 3/4" 14'-0"

IT/COMMS

OFFICE

115B

121A

120A

SAFETY

TRAINING

SPACE

24'-0"

MO

6'-4"

5'-9"

4'- 5"

118A

6A

117B

117A

6B

5C

5B

S4a

S4a

S4c

S4d

S4aS4c

S4dS4d

S4d

S4c

S4c

S4c

'-5

'-0

S4c

S4c

S4c

S4a

TYP (4)

TYP (4)

TYP (2)

A

MO

3'-4" 40'-8"

MO

3'-4" 41'-4"

MO

6'-4" 6'-0"

MO

6'-4" 11'-4"

SE2a

SE2b SE2a SE2a SE2a

SE3b

SE3bSE3b

SE2a

15'-4"

SE4b

SE4a

AE411

A1

CORRIDOR

101C

5'-8"

G

B.5

C.5

SE4b

SE4bSE4bSE4b

SE4b

MA

TC

HL

IN

E

AE

1A

SE2a

SE2a

SE3b

MO

3'-4" 26'-8"

TYP

1 1

TYP 12

A2

AE311

S4a

SE2a

K.5

2 2

17'-6" 6'- 0"

2 TYP (2)

TYP13

DN

E.2

'-0

FE

C FE

C

6D

6C

S4c

S4c

S4c

AE412

A1 SIM _____

AE412

A1 SIM

AE412

B2

SE2a

MO3'-

4"

2'- 0"

M8b

M8b.2

SE4a M8b.2 M8b.2

S4a

S4a

S4a

S4a

SE4a

S4c S4c

S4c

SE4a

M8b

M8b

SE4a

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

MS

C

OM

MA

ND

M

ID

AT

LA

NT

IC

N

AV

AL

S

TA

TI

O

N

N O

R

FO

LK

, V

A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

AE101B

FI

RS

T

FL

OO

R

PL

AN

AR

EA

B

SEB

12924204

RAM KCM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY / JPG

1737012

JWJ

DJD

HPN

P-

M

Q -2

AI

R C

R

AF

T

LA

YD

O

W N

F

AC

IL

IT

IE

S, BU

IL

D

IN

G L

P-

A

AN

D G

BD

AA

T O

W

ER

A B

GRAPHIC SCALE(S)

KEY PLAN

KEY NOTES#

GENERAL NOTES

1/8" = 1' - 0" 0 5' 10' 15' 30'

1/8" = 1'-0"A1 FIRST FLOOR PLAN - AREA B

1 WALL MOUNTED DISPLAY MONITOR, COORDINATE WITH AUDIOVISUAL

DRAWINGS

2 WALL MOUNTED PORCELAIN MARKERBOARD, 60"W X 48"H, MOUNTED AT

5'-0" AFF TO CENTER

3 WALL MOUNTED PORCELAIN MARKERBOARD, 72"W X 48"H, MOUNTED AT

5'-0" AFF TO CENTER

4 WALL MOUNTED PORCELAIN MARKERBOARD, 84"W X 48"H, MOUNTED AT

5'-0" AFF TO CENTER

12 ELECTRICAL EQUIPMENT, COORDINATE WITH ELECTRICAL DRAWINGS

13 MECHANICAL EQUIPMENT, COORDINATE WITH MECHANICAL DRAWINGS

14 BOLLARD, COORDINATE WITH CIVIL DRAWINGS

16 VIRTUAL REALITY TRAINER EXTENT (NIC)

24 ELECTRIC TIME ZONE CLOCK ABOVE

34 RACK STORAGE LOCATION, REFER TO AUDIOVISUAL DRAWINGS

35 DISPLAY CONTROL LOCATION, REFER TO AUDIOVISUAL DRAWINGS

63 DOOR STOOP AND RAMP, SEE A1/AE414 FOR GUARDRAIL DETAIL, REFER

TO CIVIL DRAWINGS FOR RAMP DETAILS

76 WALL MOUNTED TACKBOARD, 48"W X 36"H, MOUNTED AT 5'-6" AFF TO

CENTER, COORDINATE WITH INTERIORS DRAWINGS

NO SCALE

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

. R

EV

IS

IO

NS

3/1 1/2

REFER TO OVERALL FLOOR PLANS FOR ADDITIONAL GENERAL COMMENTS

PERTINENT TO THIS SHEET.

REFER TO DOOR SCHEDULE ON AE601 FOR ADDITIONAL DOOR

INFORMATION.

B

C

A1

AE302

A1

AE302

'-0

'-0

3'-4" 8'-8" 72'-0" 9'-4"

23'-4" 12'-0" 48'-8" 9'-4"

EO

S

'-0

EOS

5'-5"

JANITOR

STAIR

S201

BREAK ROOM

MISSION

SYSTEMS

TRAINER LAB

MST RACK

226A

ELEC

A1

AE301

_____ A1

AE301

SE4a

M8b

M8b

RF2a S4a

RF4a

RF4a

S4a

'-3

'-0

'-8

'-4

E

F

J

L

203A

202A

1A

226B

S2

A

H

D

4A

9'- 8"

7'- 0 3

/4" 7'-

3" 7'-

4"

8'-9"

RF TRAP

RF4a RF4a

RF205A RF205B

6A

17'-0" 9'-0"

8'-

40'-0"

8'-0 3/4"

SE4a

SE4a M8b

M8b

SE4a

S4a.3

RF2a

RF2aRF2a

WOMEN'S ROOM

MEN'S ROOM

ELEV

E001

MEZZANINE

7A

8A

S4a

TYP (2)

2'-0" 11" 9'-4" 1'-7" 8'-6" 6'-5" 7'-10" 7'-0" 13'-7" 9'-6" 26'-8"

2'- 1"

8'- 4"

'-2

7'-

9" 9'-

6" 7'-

0" 3'-

6"

'-0

'-0

6'-

8" 3'-

8"

'-4

4'- 8"

5'- 4"

8'-

0"

K

A

STORAGE

SE4a.3

25'-2" 22'-8"

SE4a

TYP (2)

OPEN TO BELOW

OPEN TO BELOW

1D

1C

1B

2F

2E

2D

2C

2B

AE411

B2

AE415

C4

C1

AE302

C1

AE302

CORRIDOR

205A

G

B.5

C.5

SE4aSE4a

S4e

S4

S3

MA

TC

HL

IN

E

AE

2B

SE2a

AE403

A1

CORRIDOR

200A

TYP11

55 TYP23

TYP

SE3a

SE3a

SE4a

0"

AE421

A3 A1

AE513

B1

AE702

A1

AE521

AE702

C4

2.1

2.1

K.5

C3.1

C2.1

C1.1

AE314

C1

AE314

C3

7"

SE4a

IN803

B1

IN803

C2

C1

'-0

C L

2'-7" 21'-0"

MO5'-

4"

'-4

2.8

2.8

3.6

3.6

E.2

FEC

FE

C

FE

B

AE421

D2 SIM_____

AE421

D1 SIM

AE704

B2

200A S1

RF2a

RF4a

RF4a

SE4a

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

MS

C

OM

MA

ND

M

ID

AT

LA

NT

IC

N

AV

AL

S

TA

TI

O

N

N O

R

FO

LK

, V

A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

AE102A

SE

CO

ND

F

LO

OR

P

LA

N

- A

RE

A

A

SEB

12924206

RAM KCM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY / JPG

1737012

JWJ

DJD

HPN

P-

M

Q -2

AI

R C

R

AF

T

LA

YD

O

W N

F

AC

IL

IT

IE

S, BU

IL

D

IN

G L

P-

A

AN

D G

BD

AA

T O

W

ER

A B

GRAPHIC SCALE(S)

KEY PLAN

KEY NOTES#

GENERAL NOTES

1/8" = 1' - 0" 0 5' 10' 15' 30'

1/8" = 1'-0"A1 SECOND FLOOR PLAN - AREA A

1 WALL MOUNTED DISPLAY MONITOR, COORDINATE WITH AUDIOVISUAL

DRAWINGS

2 WALL MOUNTED PORCELAIN MARKERBOARD, 60"W X 48"H, MOUNTED AT

5'-0" AFF TO CENTER

11 STEEL COLUMN, COORDINATE WITH STRUCTURAL DRAWINGS

13 MECHANICAL EQUIPMENT, COORDINATE WITH MECHANICAL DRAWINGS

15 EQUIPMENT RACKS (GFGI)

17 RAISED ACCESS FLOOR, COORDINATE WITH FINISH LEGEND ON IN602

21 INTERIOR STOREFRONT

22 GLASS GUARDRAIL, SEE DETAIL C1 & C2/AE521

23 WALL MOUNTED ACRYLIC PANEL (PP1) AROUND PERSONAL STORAGE

LOCKERS, COORDINATE WITH INTERIORS DRAWINGS

34 RACK STORAGE LOCATION, REFER TO AUDIOVISUAL DRAWINGS

54 SQUADRON MURAL / GRAPHIC, COORDINATE WITH INTERIORS

55 PROVIDE BLOCKING TO RECIEVE WALL PANELS (WC1), REFER TO IN602

68 STANDING SEAM METAL ROOF

76 WALL MOUNTED TACKBOARD, 48"W X 36"H, MOUNTED AT 5'-6" AFF TO

CENTER, COORDINATE WITH INTERIORS DRAWINGS

79 VAPOR INTRUSION MITIGATION SYSTEM PIPING, COORDINATE WITH

PLUMBING DRAWINGS

NO SCALE

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

. R

EV

IS

IO

NS

3/1 1/2

REFER TO OVERALL FLOOR PLANS FOR ADDITIONAL GENERAL COMMENTS

PERTINENT TO THIS SHEET.

REFER TO DOOR SCHEDULE ON AE601 FOR ADDITIONAL DOOR

INFORMATION.

B

C

96'-8"

8'-

0"

'-8

8'-

0"

'-0

'-4

156'-8"

26'-0" 34'-0"

39'-4"

15'-6" 58'-5"7'-8"+/- 58'-7 3/8" 15'-6"

'-5

±2

3'-

38'-8"

'-7

'-5

'-1

0"

7'- 0"

'-2

'-7

'-9

'-8

2'- 0"

ELEC

TRAINING

BRIEF 1

BRIEF 4

BRIEF 2

BRIEF 3

CONTROLLED

STORAGE

TELECOM

NETWORK

ROOM 1

NETWORK

ROOM 2

STORAGE

STAIR

S202

STORAGE

MISSION

SUPPORT AREA

A

MISSION

SUPPORT AREA

B

UMCS ADMIN

SUPPORT ROOM

UMCS

EQUIPMENT A

UAWC CONTROL

A

UAWC CONTROL

B

UMCS

EQUIPMENT B

A1

AE301

_____ A1

AE301

RF6a

RF2a

S4c

S4c

S4c

RF6a

S4c

S6d

S6c S6c

S6d

S4a RF2a

M8b

S4cS4c

S4c

S4c

S4c

S4c

S4a

S4c

S4c

S4c

RF2aRF2a

S6c

RF2a

RF2a

E

F

J

L

9'-2"

RF

S2

A

4A

225B

225A 219A

2A

222B 222C

3A

1A

219B

0A

7A

211A 216A

215A

214A

3A

208A

7A

218A

212A209A

210A

13'-3" 7'-0" 17'-8" 17'-8" 7'-0" 19'-8"

H

RF2b

RF2b

D

205C

TYP (2) TYP (2)

TYP (2)TYP (2)

33'-3" 18'-6" 18'-0" 18'-10" 8'-1" 25'-4" 18'-2" 16'-6"

A

2'- 1"

'-6

'-3

7'- 0"

3'- 6"

'-0

'-8

3'- 8"

'-0

5'-

4"

RF2b

RF2a

RF2a

AE411

A3

AE512

B1

AE512

A1

CORRIDOR

205A CORRIDOR

205B

CORRIDOR

205C

CORRIDOR

205D

CORRIDOR

205E

RF2a

6B

6C

206A

SECURITY SSO

SSO OFFICE

206B

SSO OFFICE

206A

5'-7 1/2" 5'-7 1/2" 7'-7 1/2"

G

B.5

C.5

1'-6"

SE2a

RF2b RF2b RF2b RF2b

IN803

A3

S6d S6d

RF2b

MA

TC

HL

IN

E

AE

2A

S6d

A3

AE514

TYP 15

15 15

TYP 15

1 1 1

TYP

3 3

2 2

2 2

2 2

24 24

35 35

35 35

A5

AE514

A2

AE311

C2

AE509

K.5

13 13 13 13

3'- 4"

C L

S4c S4cS4c

S4c

3'- 7"

3'- 3 1

/2" C L

C L

E.2

FEC-3

'-0

ALIGN

FE

C

FEBFEB FEC

IN804

C1

A1

IN805

C1

A1

IN804

C1SIM

IN804

A1SIM

IN805

C1SIM

IN805

A1SIM

4'-6"

CL

3'- 6"

EQ EQ

C L

CL

4'-3"

CL

S4c

RF6a

S4c

S6d S6d S6d S6c

S4c

S4c

S4c

S4c

S4c

S6c

RF2a

RF2a

S6dS6d

RF2a

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

MS

C

OM

MA

ND

M

ID

AT

LA

NT

IC

N

AV

AL

S

TA

TI

O

N

N O

R

FO

LK

, V

A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

AE102B

SE

CO

ND

F

LO

OR

P

LA

N

- A

RE

A

B

SEB

12924207

RAM KCM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY / JPG

1737012

JWJ

DJD

HPN

P-

M

Q -2

AI

R C

R

AF

T

LA

YD

O

W N

F

AC

IL

IT

IE

S, BU

IL

D

IN

G L

P-

A

AN

D G

BD

AA

T O

W

ER

A B

GRAPHIC SCALE(S)

KEY PLAN

KEY NOTES#

GENERAL NOTES

1/8" = 1' - 0" 0 5' 10' 15' 30'

1/8" = 1'-0"A1 SECOND FLOOR PLAN - AREA B

1 WALL MOUNTED DISPLAY MONITOR, COORDINATE WITH AUDIOVISUAL

DRAWINGS

2 WALL MOUNTED PORCELAIN MARKERBOARD, 60"W X 48"H, MOUNTED AT

5'-0" AFF TO CENTER

3 WALL MOUNTED PORCELAIN MARKERBOARD, 72"W X 48"H, MOUNTED AT

5'-0" AFF TO CENTER

4 WALL MOUNTED PORCELAIN MARKERBOARD, 84"W X 48"H, MOUNTED AT

5'-0" AFF TO CENTER

13 MECHANICAL EQUIPMENT, COORDINATE WITH MECHANICAL DRAWINGS

15 EQUIPMENT RACKS (GFGI)

17 RAISED ACCESS FLOOR, COORDINATE WITH FINISH LEGEND ON IN602

24 ELECTRIC TIME ZONE CLOCK ABOVE

34 RACK STORAGE LOCATION, REFER TO AUDIOVISUAL DRAWINGS

35 DISPLAY CONTROL LOCATION, REFER TO AUDIOVISUAL DRAWINGS

75 CLEAN AGENT TANK, REFER TO FIRE PROTECTION DRAWINGS

76 WALL MOUNTED TACKBOARD, 48"W X 36"H, MOUNTED AT 5'-6" AFF TO

CENTER, COORDINATE WITH INTERIORS DRAWINGS

NO SCALE

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

. R

EV

IS

IO

NS

3/1 1/2

VV

V

V

S S

V V

V

S

V

S

V

S SV

V V

VV

V

V

S

V

V V

V V

S

SS

S

SSS

S

S

S S

SS

S S S

S S

S

S

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

REFER TO SHEET A-001 FOR RCP LEGEND

REFER TO SHEET AE507 FOR CEILING DETAILS.

ALL CEILINGS ARE 9'-0" AFF, UON.

FIELD VERIFY CEILING HEIGHTS SHOWN ON RCP DRAWINGS PRIOR TO

INSTALLATION OF ALL MECHANICAL DUCTWORK, SPRINKLER PIPING,

ELECTRICAL EQUIPMENT, CONDUITS, ETC. NOTIFY ARCHITECT

IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.

ACOUSTICAL TILE CEILING MUST BE CENTERED IN EACH ROOM AS SHOWN

ON DRAWINGS, UON.

HVAC & LIGHTING FIXTURES SHOWN ARE FOR GENERAL COORDINATION

PURPOSES ONLY. REFER TO PME DRAWINGS AND SPRINKLER PIPING

SHOP DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS

OR DISCREPANCIES.

COORDINATE ALL SOFFIT/ BULKHEAD FRAMING WITH FINAL LIGHTING

FIXTURES & HVAC DIFFUSER LOCATIONS.

INSTALL WIRE HANGERS @ ALL CORNERS OF LIGHT FIXTURES,

REGISTERS, & GRILLES.

REFER TO INTERIOR & EXTERIOR SECTIONS FOR ADDITIONAL CEILING

DETAILS NOT NOTED ON THIS SHEET.

ALL RECESSED LIGHTING MUST BE CENTERED WITHIN THE SOFFIT

DIMENSIONS, UON.

ALL FIXTURES INCLUDING BUT NOT LIMITED TO LIGHTING, MOTION

DETECTORS, FIRE ALARM DEVICES, & SPRINKLER HEADS MUST BE

CENTERED WITHIN THE ACOUSTICAL CEILING TILE, UON.

WHERE GWB SOFFITS SPAN LONGER THAN 30'-0", CONTROL JOINTS

SHOULD BE LOCATED IN GWB SOFFIT EVERY 30'-0" MAX. ALIGN WITH

CONTROL JOINTS IN GWB WALLS WHERE PRESENT.

B

C

A1

AE301

_____ A1

AE301

E

F

J

L

10 11 13 15 1712 16

H

D

A

ELEC

TRAINING

BRIEF 1

BRIEF 2

BRIEF 3

BRIEF 4

STORAGE

NETWORK

ROOM 2

NETWORK

ROOM 1

TELECOM

CONTROLLED

STORAGE

UAWC CONTROL

A

UMCS

EQUIPMENT A

CORRIDOR

205E

MISSION

SUPPORT AREA

A

UMCS ADMIN

SUPPORT ROOM

MISSION

SUPPORT AREA

B

UMCS

EQUIPMENT B

UAWC CONTROL

B

STORAGE

STAIR

S202

CORRIDOR

205A

CORRIDOR

205B

CORRIDOR

205C

CORRIDOR

205D

SSO OFFICE

206B

SSO OFFICE

206A

SECURITY SSO

9'-6"

9'-6"

10'-0"

10'-0"

9'-6"9'-6"

9'-6" 9'-6"

9'-6"

G

10'-0"

10'-0" 10'-0"

B.5

C.5

10'-0"

MA

TC

HL

IN

E

AE

2A

30 30

26 26

K.5

TYP 27

AE422

A2

AE422

C2

33 33 1 1

10'-0"

E.2

TYP782'-

3"

3'- 0"

1'- 9"

3'-2" 2'-10"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L F

AC

ILI

TI

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E

NG

IN

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RI

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AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

AE112B

SE

CO

ND

F

LO

OR

R

EF

LE

CT

ED

C

EI

LIN

G

PL

AN

AR

EA

B

SEB

12924214

RAM KCM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY / JPG

1737012

JWJ

DJD

HPN

P-

M

Q -2

AI

R C

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AF

T

LA

YD

O

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F

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IT

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S, BU

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IN

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P-

A

AN

D G

BD

AA

T O

W

ER

A B

GRAPHIC SCALE(S)

KEY PLAN

KEY NOTES#

GENERAL NOTES

1/8" = 1' - 0" 0 5' 10' 15' 30'

1/8" = 1'-0"A1 SECOND FLOOR RCP - AREA B

1 WALL MOUNTED DISPLAY MONITOR, COORDINATE WITH AUDIOVISUAL

DRAWINGS

25 PRIVACY CURTAIN, CONTRACTOR TO PROVIDE GRID-MOUNTED TRACK

AND MOUNTING SYSTEM

26 PRIVACY CURTAIN, CONTRACTOR TO PROVIDE SUSPENDED TRACK AND

MOUNTING SYSTEM ON TENSION RODS

27 SOUND ABSORBING CEILING BAFFLES, COORDINATE WITH INTERIORS

DRAWINGS

30 SLOPE RF PANELS TO MATCH SLOPE OF ROOF JOISTS, REFER TO

BUILDING SECTIONS

33 LOCATION OF CEILING MOUNTED DISPLAY MONITOR (NIC), COORDINATE

WITH AUDIOVISUAL DRAWINGS

78 36" X 54" ACCESS PANEL, SEE DETAIL A3/AE510

NO SCALE

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

MI

SC

. R

EV

IS

IO

NS

3/1 1/2

PREFORMED METAL COPING (MATCH MTL-2)

W/ CONT ANCHOR CLIP / CLEAT & SPACER

ASSEMBLY W/ SS FASTENERS SPACED AS

RECOMMENDED BY COPING MANUF'R

2X PRESSURE TREATED WOOD

BLOCKING, TYP

1'-5 1/2"

8"

SLOPE

3/4" PLYWOOD, TYP

CONT 3" X 4" X 3/8" STL ANGLE

ANCHOR BOLT

1/2" COVERBOARD OVER 2" RIGID

INSULATION

THREE PLY SBS MOD BIT ROOFING,

LAP OVER PARAPET

AIR BARRIER W/ MEMBRANE FLASHING,

LAP UNDER ROOF MEMBRANE AT PARAPET

AIR BARRIER MEMBRANE

1/2" PREMOLDED JOINT

FILLER

CONCRETE SLAB ON

GRADE, COORD W/

STRUCT DWGS

RIGID INSULATION (R-10)

PROVIDE FLUSH GROUT JOINTS

AT LOCATIONS W/ APPLIED AIR

BARRIER, DAMPROOFING AND

WATER PROOFING

WATERPROOFING, LAP 2"

OVER GRADE BEAM AND

EXTEND UP CMU MIN 8" AFF

PAVEMENT / FINISHED GRADE -

PROVIDE 1/8":12" SLOPE AWAY

FROM BUILDING - REFER TO CIVIL

COMPOSITE 5 1/2" Z-GIRT @ 16" OC

SINGLE SKIN METAL PANEL, TYPE

VARIES - SEE ELEVS

AIR BARRIER MEMBRANE; LAP

OVER WATERPROOFING

4" CMU VENEER

8" CMU, COORD W/ STRUCT

DWGS

HORIZ JT REINF @ 16" OC

(VERT), TYP

WATERPROOFING

1' - 2"

1/2"

CONTINUOUS PANEL CLOSURE

AND FLASHING, GROUT SOLID

BELOW FLASHING

8"

STEEL BEAM, COORD W/

STRUCTURAL DRAWINGS

PREFORMED METAL

COPING

ALUMINUM FOIL TAPE

W/ COMPATIBLE

ADHESIVE

ROOF MEMBRANE TO

RUN UP AND OVER

PARAPET UNDER

COPING, EXTEND DOWN

FACE OF BLOCKING TO

LAP OVER AIR BARRIER

AIR BARRIER TO RUN UP AND

OVER PARAPET (MIN 4")

BENEATH ROOF MEMBRANE

SINGLE SKIN METAL WALL

PANELS ON HAT CHANNELS @

24" OC

(1) LAYER OF 5/8"

GYPSUM SHEATHING ON

BOTH SIDES OF 6" METAL

STUDS W/ MINERAL

WOOL INSULATION

INFILL STUD FULL WIDTH OF

CAVITY W/ MINERAL WOOL

INSULATION TO EXTENTS

SHOWN (MIN 6" ABOVE AND

BELOW ROOF INSULATION),

SUPPORT BELOW W/ TRACK

BLOCKING.

CL

4'-7" TO GRIDLINE

AE506

C1

AE506

A1

38'-0" A.F.F.

PREFORMED METAL

COPING

SINGLE SKIN METAL WALL

PANELS ON 4" Z-GIRTS @ 16" OC

VERT MAX ON COMPOSITE 5" Z-

GIRT @ 32" OC MAX

ROOF JOIST, COORD

W/ STRUCT DWGS

1'-2"

ROOF MEMBRANE TO

RUN UP AND OVER

COPING, EXTEND DOWN

FACE OF BLOCKING TO

LAP OVER AIR BARRIER

AE506

A2

AIR BARRIER W/ MEMBRANE FLASHING,

LAP UNDER ROOF MEMBRANE AT

PARAPET

INFILL STUD FULL WIDTH OF

CAVITY W/ MINERAL WOOL

INSULATION

38'-0" A.F.F. (T.O. MASONRY)

TWO PIECE COUNTER

FLASHING, SURFACE MOUNTED

CURTAIN WALL COPING

(BEYOND)

TYPICAL ROOF ASSEMBLY

(RA-2)

TYPICAL ROOF ASSEMBLY

(RA-1)

AE505

C1 SIM

4" CMU VENEER W/

MASONRY TIES @ 16" OC

(HORIZ & VERT)

TERMINATION BAR W/

SEALANT @ MIN 1'-0" AFF

1-1/2" THICK, 10" HIGH

MORTAR NET

CONTINUOUS THRU-WALL FLASHING W/

TERMINATION BAR AND SEALANT. 2" WEEP

VENTILATORS @ 32" OC. GROUT SOLID

BELOW FLASHING

1/2" PREMOLDED JOINT FILLER

PAVEMENT / FINISHED GRADE -

PROVIDE 1/8":12" SLOPE AWAY

FROM BUILDING - REFER TO CIVIL

PROVIDE FLUSH GROUT JOINTS

AT LOCATIONS W/ APPLIED AIR

BARRIER, DAMPPROOFING, AND

WATERPROOFING, TYP.

RIGID INSULATION (R-10)

1/2" PREMOLDED JOINT

FILLER

CONCRETE SLAB ON

GRADE, REFER TO

STRUCTURAL

AE506

C4

AE506

A4

FOOTING, COORD W/ STRUCT

DWGS

WATERPROOFING

1' - 2 1/2"

AIR BARRIER- LAP OVER

TERMINATION BAR AND

SEALANT

1 1 /2"

SINGLE SKIN METAL PANEL

(TYPE VARIES, SEE ELEVS

CONT PREFINISHED

CLOSURE TRIM

CONTINUOUS SEALANT

PREFINISHED METAL BANDING

4" T

YP

MASONRY VENEER TIE @ 16"

OC (HORIZ)

TERMINATION BAR W/ CONT

SEALANT

4" Z-GIRT @ 16" OC VERT MAX

ON 5" Z-GIRT @ 32" OC MAX

MORTAR NET

THROUGH WALL FLASHING W/

WEEPS AT 32" OC

AIR BARRIER TRANSITION

MEMBRANE @ THRU-WALL

FLASHING

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

MS

C

OM

MA

ND

M

ID

AT

LA

NT

IC

N

AV

AL

S

TA

TI

O

N

N O

R

FO

LK

, V

A

AS NOTED

4525 MAIN STREET, SUITE 1400

VIRGINIA BEACH, VA 23462

757.455.5800

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

AE505

W

AL

L S

EC

TI

ON

D

ET

AI

LS

SEB

12924241

RAM KCM

05/28/2025

Dave Snelling MQ-25 SEIT APML

RY / JPG

1737012

JWJ

DJD

HPN

P-

M

Q -2

AI

R C

R

AF

T

LA

YD

O

W N

F

AC

IL

IT

IE

S, BU

IL

D

IN

G L

P-

A

AN

D G

BD

AA

T O

W

ER

GRAPHIC SCALE(S)

3" = 1'…