Am-0011 Attachment 1_Revised Drawings dtd 1-28-2025.pdf

7'-6"

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

ATTACK SIDE

PROTECTED SIDE

2' -6

5"

TY

PI

CA

L

C4

14ST-C-511

C1

14ST-C-511

3'-0"3'-0"

10'-0"

C4

14ST-C-511

REINFORCING NOTES

LAYOUT OF REINFORCING

1'- 0"

5"

C1 SCALE: NTS

TYPICAL PLAN OF END POST DEADMAN AND LINE POST LAYOUT

A1 SCALE: NTS

TYPICAL ELEVATION OF END POST DEADMAN AND LINE POST LAYOUT

PULL POST (CORNER POST, END POST, OR

LAST LINE POST TO RECEIVE CABLE

REINFORCING)

LINE POST

PROVIDE 3/4" Ø GALV

STRUCTURAL WIRE ROPE PER

NOTE 1 (TYP)

PROVIDE MIN 18" TURNBACK. SEE

DETAIL B1/UFC-713

ANCHOR

POST

PROVIDE 1 1/4" Ø

SCHED 40 PIPE

BRACE RAILS

FENCE FABRIC NOT

SHOWN FOR

CLARITY

WELDED BRACE RAILS MUST BE PROVIDED

AS PER THE PLANS AND AWS D1.1

(STRUCTURAL WELDING CODE - STEEL) AT

CORNER, END, GATE, AND PULL POSTS.

DAMAGE TO THE GALVANIZED SURFACE,

DUE TO WELDING, MUST BE REPAIRED WITH

"REPAIR STICKS" OF ZINC-CADMIUM ALLOYS

OR ZINC-TIN LEAD ALLOYS AS PER AWS

WZC.

WELD TO POSTS

(TYP)

M30P1 BOLLARDS MUST BE PLACED AT

END OF CABLE REINFORCING TO

PROTECT SECTIONS OF FENCE THAT ARE

NOT HARDENED.

TYPICAL POST SPACING UNO

TYPICAL

DEADMAN. SEE

SHEET 14ST-C-509

PROVIDE CABLE ON

ATTACK SIDE OF ALL

POSTS AND FENCE

UNO

END OF LINE POST

M30P1 BOLLARD

ANCHOR

POST

LINE POST

PROVIDE 1.25" Ø x 6'-0"± LONG, RIGHT-HAND THREADED ROD

(GALV). SEE DETAIL 14ST-C-511

1. REINFORCING CABLES MUST BE U.S. DOMESTIC MINIMUM

3/4" Ø 6x19 CLASS WIRE ROPE, REGULAR LAY, EXTRA

IMPROVED PLOW STEEL (EIP), INDEPENDENT WIRE ROPE

CORE (IWRC), CONFORMING TO ASTM A1023 AND

GALVANIZED PVC-COATED IN ACCORDANCE WITH ASTM

A475 CLASS A, & HAVE A MINIMUM BREAKING STRENGTH

OF 40,000 POUNDS (20 TONS). CABLES WITH A BLACK

VINYL COATING, MUST NOT BE IMPREGNATED.

2. CABLES MUST BE CONTINUOUS FROM DEADMAN TO

DEADMAN. NO SPLICES IN CABLE MUST BE ALLOWED.

CABLE BARRIER MUST BE PROVIDED BETWEEN FENCE

POST AND FENCE FABRIC AS PER DETAILS. U-BOLTS

MUST BE PROVIDED PERPENDICULAR TO THE LAY OF THE

STRANDS OF THE WIRE ROPE AND MUST BE TIGHTENED

AFTER SAG IN CABLE BARRIER HAS BEEN REMOVED.

UNLESS INDICATED OTHERWISE, CONCRETE DEADMAN

SPACING MUST BE AT MAXIMUM 200' INTERVALS &

TURNING POINTS (EXTERNAL CORNERS).

3. WIRE ROPE ENDS MUST TERMINATE AROUND

TURNBUCKLES, GATE POSTS OR EXTRA HEAVY-DUTY

WIRE ROPE THIMBLES (AT GATES). THESE TERMINATIONS

REQUIRE 18" MINIMUM OF ROPE FOR TURN BACK AND A

MINIMUM OF (4)- CLIPS EACH (EQUAL SPACING).

4. MUST FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING

MATERIALS.

5. DEADMEN MUST BE LOCATED ON THE SECURED SIDE

(INTERIOR) OF THE FENCE; WHILE CABLES MUST BE

LOCATED ON THE EXTERIOR SIDE OF POST.

6. OFFSET DEADMAN SYSTEMS FROM FENCELINE (PLAN

VIEW) TO AVOID CONFLICT WITH EXISTING FENCE POSTS.

7. ALLOW EPOXY ANCHOR BOLTS (MIN 2 DAYS) & CONCRETE

DEADMEN (MIN 7 DAYS) TO CURE, PRIOR TO APPLYING

LOADS (INSTALLING TURNBUCKLES & STRAIGHTENING

CABLES).

8. ALL WELDING MUST BE DONE IN ACCORDANCE WITH AWS

D1.1. ALL WELD MATERIAL MUST BE E70XX ELECTRODES.

9. STRUCTURAL STEEL CONSTRUCTION MUST BE IN

ACCORDANCE WITH THE NINTH EDITION OF THE AISC

"MANUAL OF STEEL CONSTRUCTION FOR ALLOWABLE

STRESS DESIGN.

10. STRUCTURAL STEEL MUST CONFORM TO ASTM A36 AND

MUST HAVE A MINIMUM YIELD STRESS OF 36,000 PSI.

11. ALL STRUCTURAL STEEL MEMBERS AND HARDWARE USED

IN CABLE ANCHORING SYSTEM MUST BE HOT-DIPPED

GALVANIZED. ANY AREAS WHERE COATING IS DAMAGED

OR REMOVED MUST BE COVERED WITH A ZINC RICH

COMPOUND.

12. TURNBUCKLES MUST BE 1.25" x18", TYPE I, GALVANIZED IN

ACCORDANCE WITH ASTM F1145.

13. WIRE ROPE CLAMPS MUST BE TYPE I, GALVANIZED, AND

CONFORM TO FS FF-C-450.

14. ALL THREADED RODS, U-BOLTS, AND BOLTS MUST

CONFORM TO ASTM A307 AND MUST BE PROVIDED WITH

F844 WASHERS AND A563 NUTS. ENTIRE BOLT ASSEMBLY

MUST BE GALVANIZED IN ACCORDANCE WITH ASTM A153.

PROVIDE PER MANUFACTURER'S RECOMMENDATIONS.

15. ZINC RICH COMPOUND FOR REPAIRS MUST BE 95%

METALLIC ZINC, BY WEIGHT IN DRIED FILM; PROVIDE AT

LEAST TWO COATS, 4 MILS MIN TOTAL THICKNESS.

16. ALL CONCRETE WORK MUST BE IN ACCORDANCE WITH

THE LATEST EDITION OF ACI 318. CONCRETE MUST HAVE

A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000 PSI.

THE MINIMUM CONCRETE COVER MUST BE 3", UNLESS

OTHERWISE NOTED.

17. DESIGN CRITERIA:

UFC 4-022-03 "SECURITY ENGINEERING: FENCES, GATES

AND GUARD FACILITIES"

UFC 4-022-02 "SELECTION AND APPLICATION OF VEHICLE

BARRIERS"

18. THE CABLE REINFORCEMENT MUST BE TIED TO THE

FENCE FABRIC EVERY 15" O.C.

19. SEE SHEET 14ST-C-513 FOR RESTRICTED AREA

BOUNDARY FENCE DETAILS AND POST FOOTING

REQUIREMENTS.

LOCATE DEADMEN ON SITE PLANS, SATISFYING SPACING

CRITERIA, OVERLAPS, AND FENCE CORNERS / TURNING

POINTS.

CABLE MUST BE PROVIDED ON ATTACK SIDE OF POST, BETWEEN POST AND FABRIC.

ADDITIONAL

CABLES AS REQ'D

OFFSET CONCRETE BLOCK OF DEADMAN

SYSTEM A MINIMUM DISTANCE AND ANGLE TO

AVOID CONFLICT WITH LINE POST FOUNDATION

(TYP). CONCRETE DEADMAN & POST OR

BOLLARD FOUNDATION CAN BE PLACED

MONOLITHICALLY. MAX ANGLE 45 DEGREES.

A1

14ST-C-508

CABLE TIE

SEE NOTE 18

AS NOTED

TFPSMMJDB

17323315

14ST-C-508

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SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

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A. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.

B. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.

C. DETAIL PROVIDED FOR REFERENCE ONLY.

CONTRACTOR MUST FOLLOW UFC4-022-03 AND

MANUFACTURER REQUIREMENTS.

D. CAST IN PLACE CONCRETE MUST BE A MINIMUM 5000

PSI.

GENERAL SHEET NOTES

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5" 2'-

6"

7'-6"± 7'-6"±

7'-6" x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

7'-6"

[ATTACK SIDE]

[PROTECTED SIDE]

PROVIDE CABLE ON ATTACK SIDE OF ALL POSTS AND FENCE UNO.

2'- 0"

2'-3 3/4"

5"

10'-0"

3'- 0"

C2

14ST-C-511

C2

14ST-C-511

C1

14ST-C-511

A1

14ST-C-509

xxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x

45°

MAX

TY

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C1 SCALE: NTS

TYPICAL PLAN OF DEADMAN AND LINE POST LAYOUT C3 SCALE: NTS

TYPICAL PLAN OF TURNING POINT POST LAYOUT

A1 SCALE: NTS

TYPICAL ELEVATION OF DEADMAN AND LINE POST LAYOUT A3 SCALE: NTS

TYPICAL PLAN OF TURNING PONT POST LAYOUT

FENCE FABRIC

NOT SHOWN

FOR CLARITY

PROVIDE 1 14" Ø

SCHED 40 PIPE

BRACE. WELD TO

POSTS (TYP)

ANCHOR POST

(OR CORNER POST*)

PROVIDE 3 4" Ø GALVANIZED

PVC-COATED. STRUCTURAL WIRE

ROPE (TYP CABLE REINF UNO)

LINE POSTPULL POST

'A' CABLES

'B' CABLES

CONCRETE

DEADMAN 'A'

CONCRETE

DEADMAN 'B'

2" Ø TRUSS ROD

ASSEMBLIES. PROVIDE PER

MANUFATURER'S

RECOMMENDATIONS.

OFFSET CONCRETE BLOCK OF DEADMAN

SYSTEM A MINIMUM DISTANCE AND ANGLE

TO AVOID CONFLICT WITH LINE POST

FOUNDATION (TYP). CONCRETE DEADMAN

& POST FOUNDATION CAN BE PLACED

MONOLITHICALLY.

PROVIDE TYPICAL

4'-0" x 4'-0" x 2'-0"

CONC DEADMAN

TYPICAL POST SPACING UNO

PROVIDE GALV LEFT-HAND THREADED

TURNBUCKLE EYE END (FOR 1.25" Ø x 18"

TAKE-UP)

PROVIDE 1.25" TURN- BUCKLE

BODY WITH 18" TAKE-UP (GALV)

PROVIDE 1.25" Ø x 6'-0"± LONG, RIGHT-HAND THREADED ROD

(GALV) SEE DETAIL 14ST-C-511

PULL POST

PROVIDE MIN. 18"

TURNBACK. SECURE W/

(4)-WIRE ROPE CLIPS

(TYP). SEE DET 14ST-C-511

'A' CABLE 'B' CABLE

CONCRETE

DEADMAN 'B'

CONCRETE

DEADMAN 'A'

'B' CABLE

'A' CABLE

CABLE MUST BE PROVIDED ON ATTACK SIDE OF POST, BETWEEN POST AND FABRIC.

(INTERNAL CORNER SHOWN)

'A ' C

AB

LE

DEADMAN

'B'

'B' CABLE

ANCHOR

POST

PULL POST

DEADMAN 'B'

PULL POST

DEADMAN 'A'

[PROTECTED SIDE]

[ATTACK SIDE]

D

EAD

M

AN'A'

DEADMAN SHOWN FOR

ILLUSTRATION ONLY. ACTUAL

DEADMAN LOCATION AS PER

SPACING REQUIREMENTS DETAILED

IN REINF NOTE 2 ON SHEET

14ST-C-508 (TYP).

PROTECTED SIDE

NOTE: THERE IS NO REQUIREMENT TO

TERMINATE CABLE RUNS AROUND

INTERIOR CORNERS. THE DEADMAN

SYSTEMS TO BE PLACED AS THE

SPACING DICTATES.

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

3'- 0"

M

AX

CL

EA

R

OP

EN

IN

G

1'-0"

FENCE

FABRIC

[PROTECTED SIDE]

[A

TT

AC

K

SI

D

E]

[ATTACK SIDE]

(EXTERNAL CORNER SHOWN)

DEADMAN MAY BE

DOUBLED IN SIZE FROM

STANDARD SIZE WHERE

APPLICABLE

M30P1 BOLLARD TYP

45°

TYP

3'- 0"

M

AX

CL

EA

R

OP

EN

IN

G 3'-

0" M

AX

CL

EA

R

OP

EN

IN

G

AS NOTED

TFPSMMJDB

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

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DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

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A. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.

B. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.

C. DETAIL PROVIDED FOR REFERENCE ONLY.

CONTRACTOR MUST FOLLOW UFC 4-022-03 AND

MANUFACTURER REQUIREMENTS.

D. CAST IN PLACE CONCRETE MUST BE A MINIMUM 5000

PSI.

E. SEE SHEET 14ST-C-513 FOR RESTRICTED AREA

BOUNDARY FENCE DETAILS AND POST FOOTING

REQUIREMENTS.

GENERAL SHEET NOTES

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#6 @ 12"

CLASS B

LAP SPLICE

THERMOPLASTIC

WATERSTOP

#6 @ 10" EW, T&B

STAINLESS STEEL 6

GAUGE 1"X1" MESH

RODENT SCREEN

OUTLET PIPE TO

CONTAINMENT

DRAIN VALVE

3" CLEAR3" CLEAR

12" 30' 12"

6" M

IN

ROUGHEN SURFACE TO 14"

AMPLITUDE MINIMUM

(TYP)

CLASS B

LAP SPLICE

SEE OUTLET

PIPE DETAIL,

A1/14ST-C-519

STAND PIPE GUIDE

BRACKET, SEE DETAIL

C3/C-518

2" STEEL PIPE

2" MALE CAMLOCK DISCONNECT

COUPLING WITH CAP

3" C

LE

AR

DOWEL W/STD. 90° HOOK

(TYP) MATCH SIZE AND

SPACING OF WALL

REINFORCEMENT

C1 CONTAINMENT BASIN SECTION

SCALE: NTS

2" STANDARD

PIPE

2" GALVANIZED SPLIT RING HANGER

CONTAINMENT

BASIN WALL

3/8" GALVANIZED

EXPANSION ANCHOR

5" LONG, MIN 2"

EMBEDMENT

AS NECESSARY

2" TYP, 1.5" MIN.

C3 STAND PIPE GUIDE BRACKET DETAIL

SCALE: NTS

NOTES:

1. A MINIMUM OF THREE GUIDE BRACKETS MUST BE PROVIDED FOR EACH STAND PIPE.

VALVE

POSITION

INDICATOR

GEAR ACTUATOR

EXPANSION

JOINT

4'x4'x4' CONCRETE PAD WITH 4x4 W2.9xW2.9 WWF CENTERED

LOCKABLE

HANDWHEEL

SEALED EXTENDED

BONNET

3"

SEALED VALVE BODY FOR

DIRECT BURY APPLICATIONS

ECCENTRIC

PLUG VALVE

COVER

SEATED END

FLOW DIRECTION

A3 CONTAINMENT DRAIN VALVE DETAIL

SCALE: NTS

NOTES:

1. HARDWARE CLOTH SCREEN MUST BE SLOTTED FOR THE STAND PIPE TO ALLOW

FOR EASY REMOVAL. A 1.5" x 1/4" GALV. STEEL ANGLE MUST BE PROVIDED TO

SUPPORT THE WIRE CLOTH AT THE VERTICAL WALL1 00% PORT ECCENTRIC PLUG

VALVE MUST CONFORM TO AWWA C517 AND BE RESISTANT TO HYDROCARBONS

(NITRILE RUBBER SEALS). GEAR ACTUATOR BOX WITH HANDWHEEL MUST BE

LOCKABLE.

2" STAND PIPE

SLOPE, 0.5% MIN

SLOPE 0.5% MIN

GUARDRAIL SHOWN

FOR REFERENCE ONLY

CONTAINMENT DRAIN VALVE,

SEE DETAIL A3/14ST-C-518

OUTFALL DRAIN LINE

MALE END WITH

CAP COUPLING

C1 C-518

CONTAINMENT BASIN PLAN

SCALE: NTS

INLET PIPE WITH FLAP GATE, SEE

DETAIL, C1/C-519

SEE SHEET 14ST-MS101 FOR LOCATION

NOTES:

PROVIDE RE-ENTRANT CORNER REINFORCEMENT AROUND SUMP PIT

SEE PLAN FOR INLET PIPE

LOCATIONS

SLOPE 0.5% MIN

FOR INVERT ELEVATION, SEE

PROFILE SHEET 14ST-MS-101

FINISHED GRADE/

EXISTING GRADE

5' -0

'-0

30'-0"

#6 @ 6"

GUARDRAIL SHOWN

FOR REFERENCE ONLY

SEE SHEET 14ST-C-519

FOR RAIL DETAILS

GATE, SEE DETAIL, A2/14ST-C-519

12" (TYP)

PROVIDE A FUEL

RESISTANT LINER

ON THE INSIDE OF

THE BASIN.

A1 CONTAINMENT BASIN

SCALE: NTS

24"

4" - 6" #4 @ 12"

AS NOTED

TFPSMMJDB

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14ST-C-518

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NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUGUST 2020

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DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

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RGENERAL SHEET NOTES

A. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.

B. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.

C. CAST IN PLACE CONCRETE MUST BE A MINIMUM 5000

PSI.

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A. SEE SHEETS 14ST-S-001 THROUGH 14ST-S-004 FOR STRUCTURAL

GENERAL NOTES.

B. SEE SHEET 14GI-S-010 FOR THE LEGEND OF CALLOUTS AND SYMBOLS OF

STRUCTURAL ELEMENTS AND CONNECTIONS.

C. SEE 14ST-S-500 SERIES FOR STRUCTURAL DETAILS.

3'-0"

2' -9

"6' -8

2'

-0

2'-0" 11'-6"

B1

14ST-S-102

B2

14ST-S-102

SOG18

8"

8" THICK WALL

6" WIDE X 6" DEEP

TRENCH

6" WIDE CURB, SEE

DETAIL A1/14ST-C-517

SOG10, TOC EL VARIES.

SEE DETAIL A1/14ST-C-517

6"

6" WIDE X 2" DEEP

TRENCH

SLOPE 1/4"

PER FT MAX, TYP

TOC EL

100'-0"

TOW EL

108'-9"

8" THK WALL BY

PRECAST MFR

PLAN

SEE

#6@9" HOOKED DOWEL

INSTALLED IN GROUT

TUBE, MIN

HYDROPHILIC WATERSTOP,

TYP WHERE SOIL IS RETAINED

ON THE BACKSIDE, PRIOR TO

CONSTRUCTION, CONTRACTOR

MUST COORDINATE WITH

PRECAST MANUFACTURER

ROUGHEN SURFACE

SEE SOG SCHEDULEBARS AT SAME SIZE AND

SPACING AS IN SOG SCHEDULE

Ld

TO GRADING EL

SEE 14ST-CG109

REINFORCEMENT BY PRECAST

MFR. MINIMUM REINFORCEMENT

IS #6@9" EW CTR IN WALL

TOC EL

100'-0"

TOW EL

108'-9"

8" THK WALL BY

PRECAST MFR

#6@9" HOOKED DOWEL

INSTALLED IN GROUT

TUBE, MIN

ROUGHEN SURFACE

SEE SOG SCHEDULE

REINFORCEMENT BY PRECAST

MFR. MINIMUM REINFORCEMENT

IS #6@9" EW CTR IN WALL

Ld

SEE SOG SCHEDULE

V A

R

IE

S

Ld

SLOPE ARROW

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

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 F

A C

P A

C

IF

IC

M

A K

A L A

P A

H

A W

A

II

AS NOTED

P R

O J E

C T

C O

M M

A N

D C

E N

T E

R

N A

V F

A C

P A

C

IF

IC

1812861

JC

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

A N

D E

R S

E N

A

IR

F O

R C

E B

A S

E

SMK

AWK/DMK

KYM

/2

/2

:3 :3

P

M

C R e v it \l o c a l_

\P

S

T A

L L k a m a ra d

.r v t

14ST-S-102

S

IT

E

F O

U N

D A

T

IO

N P

LA

N

F

U E

L U

N

LO

A D

IN

G

KMO

17323345

CJH ARK

G U

A M

S T

-S -1

FINAL DESIGN SUBMITTAL

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

3/16" = 1'-0" 0 4' 8' 16'2'

3/4" = 1'-0" 0 1' 2' 4'6"

1" = 1'-0" 0 1' 2' 3'6"

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

LEGEND

SHEET NAMING CONVENTIONSHEET NAMING CONVENTION

PLAN

NORTH

SLAB-ON-GROUND (SOG) SCHEDULE

FTG_DESIGNATOR T TOP REINF BOT REINF

SOG10 10" #4@12" EW #4@12" EW

SOG18 1'-6" #6@12" EW #6@12" EW

SCALE: 3/16" = 1'-0" (14ST-S-101)

A1

FOUNDATION PLAN - FUEL UNLOADING

SCALE: 3/4" = 1'-0" (14ST-S-102)

B1

WALL SECTION 1

SCALE: 3/4" = 1'-0" (14ST-S-102)

B2

WALL SECTION 2

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

S

O G

U P

D A

T E

J

A N

U A

R Y

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

ED

B

ED

B

ED

B

ED

B

EDB EDB EDB EDB EDB EDB

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

LDBLDBLDBLDBLDBLDBLDB

LD

B

H

H

H

LDBLDBLDBLDBLDBLDBLDBLDBLDBLDB

LDBLDBLDBLDBLDBLDBLDBLDBLDBLDBLDB

LDB

LDB

LD

B

LD

B

LD

B

LDB

LDB

LDB

LDB LDB LDB LDB LDB LDB LDB LDB

H

LDB

LDB

TMH

C D

B

TMH

C D

B

CDB CDB CDB CDB CDB CDB CDB CDB CDB

CDB

CDB

CDB

CDB

C D

B

C C

C

C

C

D

COMM

C O

M M

C O

M M

C

JB

HXDB XDB XDB XDB XDB XDB XDB XDB XDB

CJB

FDB

TMH

CMH

CMH

UHH

TPED

STOP

BURIED

CABLE

CO

BUILDING

NO. 28007

BUILDING

NO. 28008

SDX

SDX

SDX

SDX

SDX

SDX

SDX

SDX

CO

CO

C O

N C

R

ETE SID

EW

ALK

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X W X

W X

W X

W X

W X

W X

W X

CUX

CUX

CUX

CUX

CUX

CUX

CUX

CUX

CU X

CU X

CU X

SS

X

SS

X

SS

X

SS

X

SS

X

SS

X

SS

X

CU X

CU X

CU X

CU X

CU X

CU X

CU X

CUX

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EMH

ED

B

EDB

EMH

ED

B

ED

B

EMH

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

ED

B

EDB

EDB

EDB

EDB

EHH-331 RESTRICTED AREA

BOUNDARY FENCE

EHH-332

EHH-333

P3

PP-14ST61101:10

P4

PP-14ST61101:8

P3

PP-14ST61101:8

P4

PP-14ST61101:10

P3

PP-14ST61101:10

P4

PP-14ST61101:8

P3

PP-14ST61101:8

P4

PP-14ST61101:10

B1

PP-14ST61101:10

P2

PP-14ST61101:8

P2

PP-14ST61101:10

P1

PP-14ST61101:14

P1

PP-14ST61101:12

P1

PP-14ST61101:14

P1

PP-14ST61101:12

EHH-334

CJB-14ST67110

PP-14ST61101:1

A1

ST

-E

P5

A1

ST

-E

P5

A1

14ST-EP503

C1

14ST-EL502

TYP TO ALL

LIGHT FIXTURES

A1

14ST-EP503 C

ST

-E

P5

C

ST

-E P5

C

ST

-E P5

C

ST

-E P5

C

ST

-E P5

A1

ST

-E

P5

A1

ST-E

P50

A1

14ST-EP503

C314ST-EP503

A1

ST

-E

P5

A1

ST

-E

P5

A1

14ST-EP518

TYP TO

ALL EHH

FDB-14ST67102

PP-14ST61101:5

B1

PP-14ST61101:8

B1

PP-14ST61101:8

B1

PP-14ST61101:10

B1

PP-14ST61101:8

B1

PP-14ST61101:10

B1

PP-14ST61101:10

B1

PP-14ST61101:10

B1

PP-14ST61101:8

B1

PP-14ST61101:8

B1

PP-14ST61101:8

01010101

C1

14ST-EP503

N

AV

FA

C

P

AC

IF

IC

N

AV

FA

C

P

AC

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE(S)

KEY PLAN

PR

O

JE

C

T

SI

TE

CO

M M

AN

D

CE

NT

ER

AN

D

ER

SE

N A

IR

F

O R

C E

BA

SE

G U

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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

SEAL

FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

SY

M

D

ES

C R

IP

TI

O N

D A

TE

A

PP

R

AS NOTED

ZAFSMMMCS

17323387

14ST-ES104

SI

TE

E

LE

C

TR

IC

AL

P

LA

N

PA

N

EL

B

SITE ELECTRICAL PLAN - PANEL B01

1" = 20'SCALE: A1 0 20 40

SEE SHEET 14ST-ES105 FOR CONTINUATION

SE

E

SH

EE

T

ST

-E

S1

F O

R C

O N

TI

N

U

AT

IO

N

A. FOR ELECTRICAL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS, SEE SHEET 14GI-E-001 THROUGH

14GI-E-007.

B. FOR CIVIL LEGEND SEE SHEET 14GI-C-002.

C. ALL POLE LUMINAIRES INSIDE RESTRICTED AREA

FENCE BOUNDARY MUST BE MOUNTED A MINIMUM OF

12'-0" FROM RESTRICTED AREA FENCE.

D. SEE SHEETS 14ST-ES190 FOR LIGHTING

ZONES,14ST-EL501 AND 14ST-EL502 FOR LIGHTING

DETAILS, 14ST-EL601 THROUGH 14ST-EL603 FOR

LIGHTING CONTROL DIAGRAMS, 14ST-EL701 FOR

LUMINAIRE SHCEDULE AND 14ST-EL702 FOR LIGHTING

ZONE SCHEDULE.

E. SITE LIGHTING POLE FOUNDATION MUST BE RAISED.

SEE LUMINAIRE PLATE DETAIL XL-21a ON 14ST-EL501.

F. FOR UTILITY CONNECTION INTERFACE OUTSIDE OF

RESTRICTED FENCE, SEE 14ST-EU SERIES DRAWINGS.

GENERAL SHEET NOTES

PANEL B03

ES106

PANEL C03

ES109

PANEL C02

ES108

PANEL B02

ES105

PANEL B01

ES104

PANEL C01

ES107

# SHEET KEYNOTES

01 LIGHT POLES FOUNDATION LOCATED IN CENTRAL OF

PARKING LOT MUST BE RAISED MINIMUM 3' TO AVOID

DAMAGE AND COLLISION WITH LIGHT POLE. SEE

LUMINAIRE PLATE DETAIL XL-21b ON SHEET 14ST-EL501.

D

B

AN

D N

O

TE

S U

PD

AT

ES

J

AN

U

AR

Y

U

PD

AT

ED

L

D B

AN

D

N O

TE

S

J

AN

U

AR

Y

H

CJB CJB

H

XDB

XD

B

XD

B

XD

B

XD

B

XD

B

XD

B

XDBXDBXDBXDBXDBXDBXDBXDBXDB

FDB

EM

H

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EMH

J

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EDB

EM

H

ED

B

ED

B

ED

B

ED

B

ED

B

ED

B

ED

B

EM

H

ED

B

ED

B

ED

B

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

LD

B

LD

B

LD

B

LD

B

LDB LDB LDB LDB LDB LDB LDB

H

H

ED

B

EMH

EDBEDBEDB

H

H

RESTRICTED AREA

BOUNDARY FENCE

EHH-308

P1

PP-14ST61101:16

P1

PP-14ST61101:18

P1

PP-14ST61102:20

P1

PP-14ST61102:12 P1

PP-14ST61102:14

SECT-14ST61101

EMH-102B

POWER

PLANT

SEE SHEET 14PP-EP102

FOR CONTINUATION

B3

14ST-EP511

FDB-14ST67108

PP-14ST61101:9

CJB-14ST67107

PP-14ST61102:1

EHH-307

ED

B

EDB 30

C3

14ST-EP501

C

ST

-E P5

EHH-310 U14ST-1002A

U14ST-1001

U14ST-3002B

U14ST-1003B

EMERGENCY

ENTRANCE/ EXIT

EHH-309

GOC-14ST56102

PP-14ST61101:9

C1

14ST-EP503 LIGHT FIXTURES

TYP TO ALL

A1

14ST-EP503

A1

14ST-EP503

C3

14ST-EP503

C1

14ST-EP503

C1

14ST-EP503

A1

ST

-E

P5

A1

ST

-E

P5

A1

ST

-E

P5 03 A3

ST

-E P5

C1

14ST-EP503

A3

14ST-EL502 LIGHT FIXTURES

TYP TO ALL

C3

14ST-TY507

C3

14ST-EP503

A3

14ST-ES402

A1

14ST-EP518

TYP TO

ALL EHH

C3

14ST-EP501

C

ST

-E P5

W

W W

WW

W

W

W

EBXTRN

SS X

SSX

SD

X

SD

X

SD

SSX

SS X

SS X

SS X

SSX

SSX

SSX

SSX

SSX

SSX

W X

W X

W X

W X

W X

W X

EU X

EU X

EU X

EU X

CU X

CU X

CU X

CU X

CU X

N

AV

FA

C

P

AC

IF

IC

N

AV

FA

C

P

AC

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE(S)

KEY PLAN

PR

O

JE

C

T

SI

TE

CO

M M

AN

D

CE

NT

ER

AN

D

ER

SE

N A

IR

F

O R

C E

BA

SE

G U

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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

SEAL

FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

SY

M

D

ES

C R

IP

TI

O N

D A

TE

A

PP

R

AS NOTED

ZAFSMMMCS

17323389

14ST-ES106

SI

TE

E

LE

C

TR

IC

AL

P

LA

N

PA

N

EL

B

SITE ELECTRICAL PLAN - PANEL B03

1" = 20'SCALE: A1 0 20 40

SEE SHEET 14ST-ES105 FOR CONTINUATION

SE

E

SH

EE

T

ST

-E

S1

F O

R C

O N

TI

N

U

AT

IO

N

GENERAL SHEET NOTES

PANEL B03

ES106

PANEL C03

ES109

PANEL C02

ES108

PANEL B02

ES105

PANEL B01

ES104

PANEL C01

ES107

# SHEET KEYNOTES

01 REFER TO SHEET 14ST-EU109 FOR CONTINUATION.

02 REFER TO SHEET 14ST-TY507 DETAILING COMBINED

FIELD DEVICE BOX (FDB) AND CAMERA JUNCTION BOX

(CJB) INSTALLED ON UNISTRUT SUPPORT RACK. FDB

CONTAINS FEED FROM UPSTREAM POWER PANEL

PP-14ST61101, AND CONTAINS STEP-DOWN

TRANSFORMER AND INTERIOR DISTRIBUTION TO

POWER CJB AND GATE OPERATOR CONTROLLER (GOC).

03 GOC FED VIA FDB-14ST67108 ENCLOSURE FROM

POWER PANEL LOCATED ON SHEETS 14ST-ES105 AND

14ST-ES402.

A. FOR ELECTRICAL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS, SEE SHEET 14GI-E-001 THROUGH

14GI-E-007.

B. FOR CIVIL LEGEND SEE SHEET 14GI-C-002.

C. ALL POLE LUMINAIRES INSIDE RESTRICTED AREA

FENCE BOUNDARY MUST BE MOUNTED A MINIMUM OF

12'-0" FROM RESTRICTED AREA FENCE.

D. SEE SHEETS 14ST-ES190 FOR LIGHTING

ZONES,14ST-EL501 AND 14ST-EL502 FOR LIGHTING

DETAILS, 14ST-EL601 THROUGH 14ST-EL603 FOR

LIGHTING CONTROL DIAGRAMS, 14ST-EL701 FOR

LUMINAIRE SHCEDULE AND 14ST-EL702 FOR LIGHTING

ZONE SCHEDULE.

E. SITE LIGHTING POLE FOUNDATION MUST BE RAISED.

SEE LUMINAIRE PLATE DETAIL XL-21a ON 14ST-EL501.

F. FOR UTILITY CONNECTION INTERFACE OUTSIDE OF

RESTRICTED FENCE, SEE 14ST-EU SERIES DRAWINGS.

D

B

AN

D N

O

TE

S U

PD

AT

ES

J

AN

U

AR

Y

U

PD

AT

ED

L

D B

AN

D

N O

TE

S

J

AN

U

AR

Y

EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB EDB

EISEISEISEISEISEISEISEISEISEISEISEISEISEISEISEIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS EIS EIS EIS EIS EIS EIS EIS

LDBLDBLDBLDBLDB

H

LD

B

LDB

TMH

PD

B

C D

B C

D B

C D

B C

D B

C D

B C

D B

C D

B

FUTURE GENERAL

PURPOSE WAREHOUSE

P2

PP-14ST61101:10

EHH-335

P3

PP-14ST61101:8

P4

PP-14ST61101:10

P1

PP-14ST61101:14

P1

PP-14ST61101:12

ACCESS CONTROL POINT

(SEE SHEET 14AC-EP101)

16+00

PDB 40

CAP AND LOCATE

FOR FUTURE USE

A3

14ST-EL502

TYP TO ALL

LIGHT FIXTURES

A1

ST

-E

P5

C1

14ST-EP503

C

ST

-E P5

A1

ST

-E

P5

A1

ST

-E

P5

RESTRICTED AREA

BOUNDARY FENCE

C

ST

-E P5

C3

14ST-EP503

C

ST

-E P5

A1

14ST-EP518

TYP TO

ALL EHH

U14ST-2010

C O

M M

C O

M M

C O

M M

XDB XDB XDB XDB XDB XDB XDB

SPOTLIGHT(4)

CPAD

EHH

EHH

EHH

UHH

CMH

GTAHH

STOP

STOP

STOP

CLP

SS

X

SS

X

SS

X

SS

X

SS

X

SS

X

SS

X

SSX

SSX

SD

X

SD

X

SDXSDX

SD

X

SDX

SDX

SDX

SDX

SDX

SDX

SDX

SDX

SD

X

SD

X

SD

X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X W X W X W X W X W X W XW X W X W X W X W X W X W X

CUXCUXCUXCUXCUX

CUX

CUX

CUX

CUX

CUX

CUX

CUX

CUX

N

AV

FA

C

P

AC

IF

IC

N

AV

FA

C

P

AC

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE(S)

KEY PLAN

PR

O

JE

C

T

SI

TE

CO

M M

AN

D

CE

NT

ER

AN

D

ER

SE

N A

IR

F

O R

C E

BA

SE

G U

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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EP

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SEAL

FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

SY

M

D

ES

C R

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TI

O N

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A

PP

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AS NOTED

ZAFSMMMCS

17323390

14ST-ES107

SI

TE

E

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C

TR

IC

AL

P

LA

N

PA

N

EL

C

SITE ELECTRICAL PLAN - PANEL C01

1" = 20'SCALE: A1 0 20 40

SEE SHEET 14ST-ES108 FOR CONTINUATION

SE

E

SH

EE

T

ST

-E

S1

F O

R C

O N

TI

N

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AT

IO

N

GENERAL SHEET NOTES

PANEL B03

TS106

PANEL C03

TS109

PANEL C02

TS108

PANEL B02

TS105

PANEL B01

TS104

PANEL C01

TS107

# SHEET KEYNOTES

01 CAP AND LOCATE CONCRETE ENCASED DUCTBANK

FOR FUTURE TIE-IN TO GENERAL PURPOSE

WAREHOUSE AND MISSION SUPPORT LOOP.

02 LIGHT POLES FOUNDATION LOCATED IN CENTRAL OF

PARKING LOT MUST BE RAISED MINIMUM 3' TO AVOID

DAMAGE AND COLLISION WITH LIGHT POLE. SEE

LUMINAIRE PLATE DETAIL XL-21b ON SHEET

14ST-EL501.

A. FOR ELECTRICAL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS, SEE SHEET 14GI-E-001 THROUGH

14GI-E-007.

B. FOR CIVIL LEGEND SEE SHEET 14GI-C-002.

C. ALL POLE LUMINAIRES INSIDE RESTRICTED AREA

FENCE BOUNDARY MUST BE MOUNTED A MINIMUM OF

12'-0" FROM RESTRICTED AREA FENCE.

D. SEE SHEETS 14ST-ES190 FOR LIGHTING

ZONES,14ST-EL501 AND 14ST-EL502 FOR LIGHTING

DETAILS, 14ST-EL601 THROUGH 14ST-EL603 FOR

LIGHTING CONTROL DIAGRAMS, 14ST-EL701 FOR

LUMINAIRE SHCEDULE AND 14ST-EL702 FOR LIGHTING

ZONE SCHEDULE.

E. SITE LIGHTING POLE FOUNDATION MUST BE RAISED.

SEE LUMINAIRE PLATE DETAIL XL-21a ON 14ST-EL501.

F. FOR UTILITY CONNECTION INTERFACE OUTSIDE OF

RESTRICTED FENCE, SEE 14ST-EU SERIES DRAWINGS.

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LDB

LDB

LDB LDB LDB LDB LDB LDB LDB LDB LDB LDB

LD

B

LD

B

H

LD

B

LD

B

LD

B

LD

B

LDBLDBLDB

LD

B

LD

B

CDBCDB

CDB

CDB

CDB

CDB

CDB

CDB

CDBCDBCDBCDB

LD

B

LD

B

LD

B

LD

B

LD

B

LD

B

LD

B

LDB

LDB

CDB

H W

WWWWWWWWWW

W

W

S W

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N

AV

FA

C

P

AC

IF

IC

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AV

FA

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AC

IF

IC

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AK

AL

AP

A, H

AW

AI

I

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE(S)

KEY PLAN

PR

O

JE

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

D

EP

AR

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EN

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AV

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EN

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C O

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SEAL

FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

SY

M

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ES

C R

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AS NOTED

ZAFSMMMCS

17323397

14ST-ES401

EN

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N

FU

EL

U

N

LO

AD

IN

G

ENLARGED PLAN - FUEL UNLOADING

1" = 5'SCALE: A1 0 2.5 5

A. FOR ELECTRICAL GENERAL NOTES,

LEGEND, AND ABBREVIATIONS, SEE SHEET

14GI-E-001 THROUGH 14GI-E-007.

B. FOR GROUNDING DETAILS SEE SHEET

14ST-EG401.

C. FOR PANEL SCHEDULES SEE SHEET

14ST-ES701.

D. FOR ONE LINE DIAGRAM SEE SHEET

14ST-ES601.

E. LIGHT SWITCHES SHOWN WITHIN

ENCLOSURES ARE TO CONTROL FIXTURES

LOCALIZED TO ENCLOSURE.

F. SEE SHEET 14ST-EL501 FOR LIGHTING

DETAILS, 14ST-EL601 THROUGH 14ST-EL603

FOR LIGHTING CONTROL DIAGRAMS, AND

14ST-EL701 FOR LUMINAIRE SCHEDULE.

GENERAL SHEET NOTES

PANEL B03

TS106

PANEL C03

TS109

PANEL C02

TS108

PANEL B02

TS105

PANEL B01

TS104

PANEL C01

TS107

FUEL UNLOADING

POWER PANEL

PP-14UL61101

P1

PP-14UL61101:10

P1

PP-14UL61101:8

LC-14UL61101

SPD-14UL61101

FOP-14PP03107

FUEL PUMP

CONTROL PANEL

EHH-351 # SHEET KEYNOTES

01 ROUTE ALL ABOVE GRADE CIRCUITS IN

RIGID ALUMINUM CONDUIT.

02 PROVIDE SINGLE WALL PENETRATION TO

PHOTOCELL. MOUNT PHOTOCELL AT A

HEIGHT SUITABLE FOR OPTIMAL LIGHT

SENSING AND UNOBSTRUCTED.

03 RECEPTACLE TO BE MOUNTED WITHIN THE

WEATHERPROOF PHONE ENCLOSURE.

REFER TO A1/14ST-TS512.

04 FIELD ROUTE 1" UNDERGROUND CONDUIT

TO AMI WATER METER ENCLOSURE.

05 FIELD ROUTE 1-1/2" UNDERGROUND

CONDUIT TO FUEL OFFLOADING PUMP.

COORDINATE FINAL LOCATIONS OF DEVICE

CONNECTIONS WITH MANUFACTURER FOR

CIRCUIT TERMINATIONS.

06 FIELD ROUTE 1" UNDERGROUND CONDUIT

TO FUEL CONTROL AND

TELECOMMUNCIATIONS ENCLOSURE FROM

MINI POWER CENTER. COORDINATE FINAL

CONNECTIONS WITH ENCLOSURE

MANUFACTURERS.

U14ST-2101

PHOTOCELL02

TX

PP-14UL61101:8

TX

PP-14UL61101:8

TX

PP-14UL61101:8

TX

PP-14UL61101:8

MPC-14UL61102:3MPC-14UL61102

P1

PP-14UL61101:8

U

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F

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MPC-14UL61102:7

MPC-14UL61102:1

PP-14UL61101: 1,3,5

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30" X 48" X 24" DEEP

24" X 36" X 24" DEEP

12" X 24" X 24" DEEP

12" X 18" X 24" DEEP

12" X 12" X 24" DEEP

HANDHOLE SIZING

1. HOUSING SHALL BE A POLYMER CONCRETE REINFORCED WITH A HEAVY WEAVE FIBERGLASS REINFORCING

WITH COMPRESSIVE STRENGTH OF NO LESS THAN 10,000 PSI.

2. COVER AND BOX SHALL WITHSTAND A SERVICE LOAD OF NO LESS THAN 15,000 LBS OVER A 10" X 10" AREA.

3. PROVIDE STAINLESS STEEL BOLTS AND INSERTS.

4. PROVIDE WITH (2) 2 1/2" MOUSEHOLES.

5. PROVIDE LABEL "ELECTRICAL" FOR POWER HANDHOLES OR "TELEPHONE" FOR TELEPHONE HANDHOLES, OR

AS INDICATED.

SECTIONAL

BOX WHEN

REQUIRED

HANDHOLE REQUIREMENTS

TYPE

CRUSHED ROCK

COMPACTED

EARTH

PULL SLOT

SKID

RESISTANT

SURFACE

STAINLESS STEEL

HEX BOLT AND WASHER

BOX AND

COVER

CONCRETE RING

AROUND BOX

LABEL

10"

WALL OF MANHOLE

TYPICAL CABLE RACK

TYPICAL DUCT ENTRANCE

DUCT

INSIDE FACE

OF MANHOLE

DETAIL OF PULLING-IN IRON

7" MIN.

7" MIN.

7/8" DIA

CAST IN PLACE

1 1/2" (MIN)

CONCRETE WALL

LOCKWASHER

FILLET WELD

2 1/2" DIA WASHER

6 1/2" X 2 1/2" X 3/16" PLATE

ALTERNATE METHOD

CL2 1/2" RAD

1" DIA U-BOLT

1" DIA NUT

1 1/4" DIA SLEEVE

NOTE

ALL METAL PARTS SHALL

BE HOT DIP GALVANIZED

3"

3"

45°

/1

/1

8 3/8"

9"

SECTION A-A

12"

7/8" DIA PULLING-IN IRON

A

7/8" DIA PULLING-IN IRON

PLAN

MANHOLE DIMENSIONS

TYPE

A B C (AT HIGH PT.)

8" (TYP)

6'-0" 6'-0" 6'-6" (MIN)

A

6'-6" (MIN)8'-0"6'-0"

DUCT ENTRANCE

12" x 12" x 12"

DEEP SUMP

FOR MANHOLE FRAME & COVER, SEE

FED. SPEC. A-A-60005 FIG. 4, SIZE 28

AND FIG. 12, SIZE 28, RESPECTIVELY

BRICK COLLAR LINED UP

WITH CEMENT MORTAR

DUCT ENTRANCE

LAP REINF. 24" (TYP)

WATERSTOP AT ALL

CONSTR. JTS. (TYP)

#5 REINF. AT 6" EW

CENTERED,

TYP UNO

SLOPE 1:40 TO SUMP

GROUND ROD & CLAMP

A

B

(M

IN

C

2 3

NOTE: DOT REINF NOT

SHOWN FOR CLARITY

#5 @ 6" EW T&B

AGGREGATE FOR OPEN SUMP

(12" MIN)

MANHOLE NECK TO EXTEND TO COLLAR

AS REQUIRED. COORDINATE NECESSARY

LENGTH W/ DUCTBANK PROFILES.

3'-0" (MIN)

MANHOLES ARE TO BE TYPE 2 UNO.

12" x 12" x 12" DEEP SUMP

7/8" DIA PULLING-IN IRON

DUCT ENTRANCE. LOCATION TO BE

AS INDICATED

PLAN

A A

CONCRETE OR ASPHALT

ROADWAY

SLOPE 1:40 TO SUMP

GROUND ROD & CLAMP

DUCT ENTRANCE

FOR MANHOLE FRAME & COVER, SEE FED.

SPEC. A-A-60005, FIG. 1, SIZE 30A AND

FIG. 8, SIZE 30A, RESPECTIVELY

BRICK COLLAR LINED UP WITH

CEMENT MORTAR

12"

SECTION A-A

#5 @ 6" T&B

#5 @ 6" EW TYP

7/8" DIA PULLING-IN IRON

#5 @ 6" EW T&B

LAP REINF. 24" (TYP.)

WATERSTOP AT ALL

CONSTR. JTS. (TYP)

MANHOLE DIMENSIONS

TYPE

6'-0" 6'-0" A

8'-0" 6'-0"

B C (AT HIGH PT.)

6'-6" (MIN)

6'-6" (MIN)

6" (MIN)

C

10" TYP

2 3

12"

#5 @ 6" TYP

#5 @ 6" TYP

1 - #4 ALL AROUND

#5 @ 6" TYP

A

B

AGGREGATE FOR OPEN SUMP

(12" MIN)

MANHOLE NECK TO EXTEND TO COLLAR

AS REQUIRED. COORDINATE NECESSARY

LENGTH W/ DUCTBANK PROFILES.

3'-0" (MIN)

MANHOLES ARE TO BE TYPE 2 UNO.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

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

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

P A

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A L A

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IC

1812861

JC

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

A N

D E

R S

E N

A

IR

F O

R C

E B

A S

E

JKS

AWK/DMK

KYM

/2

/2

:4 :4

A

M

C R e v it \l o c a l_

\P

P

P

E

S a u n d e rs L S

.r v t

14ST-EP518

S

IT

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C T

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A L

D E

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A N

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A N

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ZAF

17323415

MCS JLL

G U

A M

S T

-E P

FINAL DESIGN SUBMITTAL

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

GENERAL SHEET NOTES

SHEET KEYNOTES

SHEET NAMING CONVENTION

A. SEE SHEET 14GI-E-001 THROUGH 14GI-E-007 FOR GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS.

01. MANHOLE AND COVERS ARE DESIGNED FOR MAXIMUM WHEEL LOAD IN ACCORDANCE WITH

AASHTO HS20-44.

02. FOR DETAILS OF CABLE RACKS, DUCT ENTRANCE, AND PULLING-IN IRONS, SEE DETAIL A3

ON SAME SHEET.

03. MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 5000 PSI.

04. MAINTAIN A MINIMUM OF 6" OF COVER FOR THE MANHOLE STRUCTURE, EVEN WHEN

LOCATED ON A SLOPE. ADJUST GRADING AS NECESSARY TO ENSURE THE COVER

REQUIREMENT IS MET WHILE MAINTAINING PROPER ALIGNMENT OF THE MANHOLE. ENSURE

THAT THE SLOPE DOES NOT COMPROMISE ACCESS OR FUNCTIONALITY.

05. CONTRACTOR TO VERIFY TYPE OF HANDHOLE IS ADEQUATE FOR REQUIRED QUANTITY OF

CONDUITS.

SCALE: NTS

A1

STANDARD ELECTRICAL HANDHOLE

(NONTRAFFIC) (COMPOSITE-FIBERGLASS) TYPES

5,6,7,8 & 9

SCALE: NTS

A3

PULLING-IN IRONS CABLE RACK AND DUCT ENTRANCE

SCALE: NTS

C1

STANDARD ELECTRICAL MANHOLE (NONTRAFFIC) TYPES 1&2

SCALE: NTS

C3

STANDARD ELECTRICAL MANHOLE (TRAFFIC) TYPES 3 & 4

S Y

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L D

B A

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N O

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S

J A

N U

A R

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

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

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A V

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A V

A L

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O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

P A

C

IF

IC

M

A K

A L A

P A

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A W

A

II

AS NOTED

P R

O J E

C T

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C O

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A N

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E N

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N A

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A C

P A

C

IF

IC

1812861

JC

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

A N

D E

R S

E N

A

IR

F O

R C

E B

A S

E

JKS

AWK/DMK

KYM

/2

/2

:1

:4

A

M

C R e v it \l o c a l_

\P

P

P

E th o

.r v t

14ST-EP701

S

IT

E

P A

N E

L S

C H

E D

U

LE

ZAF

17323419

MCS JLL

G U

A M

S T

-E P

FINAL DESIGN SUBMITTAL

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

GENERAL SHEET NOTES

SHEET KEYNOTES

SHEET NAMING CONVENTION

TOTAL CONN. AMPS W... 10 A

SPARE LOAD CAPACITY %: 15

TOTAL EST. DEMAND: 10 A

TOTAL CONN.: 9 A

TOTAL EST. DEMAND: 8055 VA

Power 4695 VA 100.00% 4695 VA TOTAL CONN. LOAD: 7383 VA

Lighting 2688 VA 125.00% 3360 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

NOTES:

TOTAL CONNECTED LOAD: 1841 VA 3745 VA 1797 VA

TOTAL CONNECTED AMPS: A: 6.7 B: 13.5 C: 6.5

41 SPARE 20 0 VA 0 VA 20 SPARE 42

39 SPARE 20 0 VA 0 VA 20 SPARE 40

37 SPARE 20 0 VA 0 VA 20 SPARE 38

35 SPARE 20 0 VA 0 VA 20 SPARE 36

33 SPARE 20 0 VA 0 VA 20 SPARE 34

31 SPARE 20 0 VA 0 VA 20 SPARE 32

29 SPARE 20 0 VA 0 VA 20 SPARE 30

27 SPARE 20 0 VA 0 VA 20 SPARE 28

25 SPARE 20 0 VA 56 VA 20 PC-14ST61101 26

23 SPARE 20 0 VA 0 VA 20 SPARE 24

21 SPARE 20 0 VA 360 VA 20 LTG - WINDWALL 14ST61101 22

19 SPARE 20 0 VA 300 VA 20 SECURITY LTG - ZONE 9 20

17 SPARE 20 0 VA 216 VA 20 SECURITY LTG - ZONE 2 18

15 SPARE 20 0 VA 216 VA 20 SECURITY LTG - ZONE 2 16

13 SPARE 20 0 VA 216 VA 20 SECURITY LTG - ZONE 1 14

11 SPARE 20 0 VA 216 VA 20 SECURITY LTG - ZONE 1 12

9 FDB-14ST67108 20 2260 VA 554 VA 20 PARKING LOT LTG - ZONE 5 10

7 CAMERA BOX CJB-14ST67109 20 360 VA 554 VA 20 PARKING LOT LTG - ZONE 5 8

5 FIELD DIST BOX FDB-14ST67101 20 1365 VA 0 VA 6

3 CAMERA BOX CJB-14ST67102 20 355 VA 0 VA 4

1 CAMERA BOX CJB-14ST67110 20 355 VA 0 VA

30 SPD

CKT

NO.

LOAD DESCRIPTION

BKR

TRIP

A B C A B C

BKR

TRIP

LOAD DESCRIPTION

CKT

NO.

100 A BUS 70 A MCB 480Y/277V VOLTS 3PH, 4W, SN, 60HZ MIN. 22 KAIC SURFACE

PANEL: PP-14ST61101

TOTAL CONN. AMPS W... 6 A

SPARE LOAD CAPACITY %: 15

TOTAL EST. DEMAND: 6 A

TOTAL CONN.: 5 A

TOTAL EST. DEMAND: 4878 VA

Power 3345 VA 100.00% 3345 VA TOTAL CONN. LOAD: 4571 VA

Lighting 1226 VA 125.00% 1533 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

NOTES:

TOTAL CONNECTED LOAD: 1149 VA 2846 VA 576 VA

TOTAL CONNECTED AMPS: A: 4.5 B: 10.6 C: 2.1

41 SPARE 20 0 VA 0 VA 20 SPARE 42

39 SPARE 20 0 VA 0 VA 20 SPARE 40

37 SPARE 20 0 VA 0 VA 20 SPARE 38

35 SPARE 20 0 VA 0 VA 20 SPARE 36

33 SPARE 20 0 VA 0 VA 20 SPARE 34

31 SPARE 20 0 VA 0 VA 20 SPARE 32

29 SPARE 20 0 VA 0 VA 20 SPARE 30

27 SPARE 20 0 VA 0 VA 20 SPARE 28

25 SPARE 20 0 VA 56 VA 20 PC-14ST61102 26

23 SPARE 20 0 VA 0 VA 20 SPARE 24

21 SPARE 20 0 VA 0 VA 20 SPARE 22

19 SPARE 20 0 VA 54 VA 20 SECURITY LTG - ZONE 11 20

17 SPARE 20 0 VA 54 VA 20 SECURITY LTG - ZONE 10 18

15 SPARE 20 0 VA 360 VA 20 LTG - WINDWALL 14ST61102 16

13 SPARE 20 0 VA 162 VA 20 SECURITY LTG - ZONE 4 14

11 SPARE 20 0 VA 162 VA 20 SECURITY LTG - ZONE 4 12

9 SPARE 20 0 VA 216 VA 20 SECURITY LTG - ZONE 3 10

7 CAMERA BOX CJB-14ST67106 20 355 VA 162 VA 20 SECURITY LTG - ZONE 3 8

5 CAMERA BOX CJB-14ST67105 20 360 VA 0 VA 6

3 FDB-14ST67104 20 2270 VA 0 VA 4

1 CAMERA BOX CJB-14ST67107 20 360 VA 0 VA

30 SPD

CKT

NO.

LOAD DESCRIPTION

BKR

TRIP

A B C A B C

BKR

TRIP

LOAD DESCRIPTION

CKT

NO.

100 A BUS 100 A MCB 480Y/277V VOLTS 3PH, 4W, SN, 60HZ MIN. 22 KAIC SURFACE

PANEL: PP-14ST61102

TOTAL CONN. AMPS W... 41 A

SPARE LOAD CAPACITY %: 15

Receptacle 720 VA 100.00% 720 VA TOTAL EST. DEMAND: 17 A

Power 3345 VA 100.00% 3345 VA TOTAL CONN.: 36 A

Motor 22447 VA 30.00% 6734 VA TOTAL EST. DEMAND: 14524 VA

Lighting 1444 VA 125.00% 1805 VA TOTAL CONN. LOAD: 29876 VA

Equipment 1920 VA 100.00% 1920 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

NOTES:

TOTAL CONNECTED LOAD: 10949 VA 10508 VA 8418 VA

TOTAL CONNECTED AMPS: A: 40.7 B: 39.1 C: 30.4

41 SPARE 20 0 VA 0 VA 20 SPARE 42

39 SPARE 20 0 VA 0 VA 20 SPARE 40

37 SPARE 20 0 VA 0 VA 20 SPARE 38

35 SPARE 20 0 VA 0 VA 20 SPARE 36

33 SPARE 20 0 VA 0 VA 20 SPARE 34

31 SPARE 20 0 VA 0 VA 20 SPARE 32

29 SPARE 20 0 VA 0 VA 20 SPARE 30

27 SPARE 20 0 VA 0 VA 20 SPARE 28

25 SPARE 20 0 VA 0 VA 20 SPARE 26

23 SPARE 20 0 VA 0 VA 20 SPARE 24

21 SPARE 20 0 VA 0 VA 20 SPARE 22

19 SPARE 20 0 VA 0 VA 20 SPARE 20

17 SPARE 20 0 VA 0 VA 20 SPARE 18

15 SPARE 20 0 VA 0 VA 20 SPARE 16

13 SPARE 20 0 VA 0 VA 20 SPARE 14

11 7842 VA 0 VA 20 SPARE 12

9 7662 VA 0 VA 20 SPARE 10

PP-14UL61101 (FUEL UNLOADING) 100

9800 VA 0 VA 20 SPARE 8

5 576 VA 0 VA 6

3 2846 VA 0 VA 4

PP-14ST61102 (SITE) 100

1149 VA 0 VA

30 SPD

CKT

NO.

LOAD DESCRIPTION

BKR

TRIP

A B C A B C

BKR

TRIP

LOAD DESCRIPTION

CKT

NO.

225 A BUS 100 A MCB 480Y/277V VOLTS 3PH, 4W, SN, 60HZ MIN. 25 KAIC SURFACE

PANEL: MDP-14ST61102

TOTAL CONN. AMPS W... 35 A

SPARE LOAD CAPACITY %: 15

TOTAL EST. DEMAND: 12 A

Receptacle 720 VA 100.00% 720 VA TOTAL CONN.: 30 A

Motor 22447 VA 30.00% 6734 VA TOTAL EST. DEMAND: 9647 VA

Lighting 218 VA 125.00% 273 VA TOTAL CONN. LOAD: 25305 VA

Equipment 1920 VA 100.00% 1920 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

NOTES:

TOTAL CONNECTED LOAD: 9800 VA 7662 VA 7842 VA

TOTAL CONNECTED AMPS: A: 35.5 B: 27.7 C: 28.4

41 SPARE 20 0 VA 0 VA 20 SPARE 42

39 SPARE 20 0 VA 0 VA 20 SPARE 40

37 SPARE 20 0 VA 0 VA 20 SPARE 38

35 SPARE 20 0 VA 0 VA 20 SPARE 36

33 SPARE 20 0 VA 0 VA 20 SPARE 34

31 SPARE 20 0 VA 0 VA 20 SPARE 32

29 SPARE 20 0 VA 0 VA 20 SPARE 30

27 SPARE 20 0 VA 0 VA 20 SPARE 28

25 SPARE 20 0 VA 56 VA 20 PC-14UL61101 26

23 SPARE 20 0 VA 0 VA 20 SPARE 24

21 SPARE 20 0 VA 0 VA 20 SPARE 22

19 SPARE 20 0 VA 0 VA 20 SPARE 20

17 SPARE 20 0 VA 0 VA 20 SPARE 18

15 SPARE 20 0 VA 0 VA 20 SPARE 16

13 SPARE 20 0 VA 0 VA 20 SPARE 14

11 360 VA 0 VA 20 SPARE 12

9 180 VA 0 VA 20 SPARE 10

MPC-14UL61102 25

2100 VA 162 VA 20 FUEL UNLOADING LTG - ZONE 8 8

5 7482 VA 0 VA 6

3 7482 VA 0 VA 4

FOP-14PP03107 70

7482 VA 0 VA

30 SPD

CKT

NO.

LOAD DESCRIPTION

BKR

TRIP

A B C A B C

BKR

TRIP

LOAD DESCRIPTION

CKT

NO.

100 A BUS 100 A MCB 480Y/277V VOLTS 3PH, 4W, SN, 60HZ MIN. 22 KAIC SURFACE

PANEL: PP-14UL61101

A. SEE SHEET 14GI-E-001 THROUGH 14GI-E-007 FOR GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS.

B. USE #10 AWG FOR ALL 277-VOLT, 20-AMP, 1-PHASE SITE LIGHTING BRANCH CIRCUITS,

UNLESS NOTED OTHERWISE. MAXIMUM ALLOWABLE LOAD ON EACH SITE LIGHTING BRANCH

CIRCUIT MUST NOT EXCEED 20% OF THE OVERCURRENT PROTECTIVE DEVICE RATING

SERVING THE CORRESPONDING SITE LIGHTING LOAD. PRIOR TO THE START OF

CONSTRUCTION, CONTRACTOR MUST PROVIDE SITE LIGHTING BRANCH CIRCUIT VOLTAGE

DROP CALCULATIONS FOR REVIEW AND APPROVAL OF PROPOSED SITE LIGHTING CIRCUIT

MODIFICATIONS THAT DEVIATE FROM THE CIRCUITING ARRANGEMENT INDICATED ON THIS

SHEET AND DESIGN PARAMETERS DESCRIBED ABOVE.

01. FDB-14ST67108 SUB-FEEDS CJB-14ST67108 AND GOC-14ST56102.

02. FDB-14ST67104 SUB-FEEDS CJB-14ST67104 AND GOC-14ST56101.

S Y

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ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

A

B

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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

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N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

P A

C

IF

IC

M

A K

A L A

P A

H

A W

A

II

AS NOTED

P R

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C T

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IF

IC

1812861

JC

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

A N

D E

R S

E N

A

IR

F O

R C

E B

A S

E

JKS

AWK/DMK

KYM

/2

/2

:1

:4

A

M

C R e v it \l o c a l_

\P

P

P

E th o

.r v t

14ST-EP702

S

IT

E

P A

N E

L S

C H

E D

U

LE

ZAF

17323437

MCS JLL

G U

A M

S T

-E P

FINAL DESIGN SUBMITTAL

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

GENERAL SHEET NOTES

SHEET NAMING CONVENTION

A. SEE SHEET 14GI-E-001 THROUGH 14GI-E-007 FOR GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS.

TOTAL CONN. AMPS W... 8 A

SPARE LOAD CAPACITY %: 15

TOTAL EST. DEMAND: 7 A

TOTAL CONN.: 7 A

TOTAL EST. DEMAND: 2640 VA

Receptacle 720 VA 100.00% 720 VA TOTAL CONN. LOAD: 2640 VA

Equipment 1920 VA 100.00% 1920 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

NOTES:

TOTAL CONNECTED LOAD: 2100 VA 180 VA 360 VA

TOTAL CONNECTED AMPS: A: 17.7 B: 1.5 C: 3.2

23 SPARE 20 0 VA -- -- SPACE 24

21 SPARE 20 0 VA -- -- SPACE 22

19 SPARE 20 0 VA -- -- SPACE 20

17 SPARE 20 0 VA -- -- SPACE 18

15 SPARE 20 0 VA -- -- SPACE 16

13 SPARE 20 0 VA -- -- SPACE 14

11 SPARE 20 0 VA -- -- SPACE 12

9 SPARE 20 0 VA -- -- SPACE 10

7 FUEL PUMP CONTROL PANEL 20 1920 VA -- -- SPACE 8

5 RCPT - AMI WATER METER 20 360 VA 0 VA 6

3 RCPT - UNLOADING 20 180 VA 0 VA 4

1 RCPT - UNLOADING 20 180 VA 0 VA

30 SPD

CKT

NO.

LOAD DESCRIPTION

BKR

TRIP

A B C A B C

BKR

TRIP

LOAD DESCRIPTION

CKT

NO.

100 A BUS 40 A MCB 208Y/120V VOLTS 3PH, 4W, SN, 60HZ MIN. 22 KAIC SURFACE

PANEL: MPC-14UL61102

S Y

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W G

N B

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UCC-01

UCC-02

UCC-03

UCC-04

LAYER 3 CORE SWITCH A

NWS-14CC63002A

COMMAND CENTER

ROOM 124

LAYER 2

NETWORK SWITCH A

NWS-14CC63001A

COMMAND CENTER

ROOM 144

BCS GATEWAY /

AGGREGATOR A

GTW-14CC65001A

COMMAND CENTER ROOM 144

FLS GATEWAY /

AGGREGATOR A

GTW-14CC53001A

COMMAND CENTER ROOM 137

PCMS GATEWAY /

AGGREGATOR A

GTW-14PP69001A

POWER PLANT ROOM 102

BCS GATEWAY /

AGGREGATOR B

GTW-14CC65001B

COMMAND CENTER ROOM 145

FLS GATEWAY /

AGGREGATOR B

GTW-14CC53001B

COMMAND CENTER ROOM 137

PCMS GATEWAY /

AGGREGATOR B

GTW-14PP69001B

POWER PLANT ROOM 103

LAYER 2

NETWORK SWITCH B

NWS-14CC63001B

COMMAND CENTER

ROOM 145

LAYER 3 CORE SWITCH B

NWS-14CC63002B

COMMAND CENTER

ROOM 135

WINDOWS BASED COMPUTERS,

SERVERS, & WORKSTATIONS

PCMSFLSBCS 01

LONG HAUL

COMMUNICATION

COMMAND CENTER

ROOM 135

AVB REMOTE CONTROL

PANEL

HMI LAPTOP COMPUTER

FIBER OPTIC

PATCH PANEL

SERIAL TO FIBER

CONVERTER

48 SMF

FIBER OPTIC

PATCH PANEL

LONG HAUL

COMMUNICATION

FIBER PATCH PANEL

SMF

FIBER OPTIC

PATCH PANEL

FIBER TO SERIAL

CONVERTER

SITE 14 EMERGENCY AVB

CONTROLS CABINET

SITE 14

EMERGENCY GATE

SMF

COMM

FIBER

FIBER OPTIC

PATCH PANEL

FIBER TO SERIAL

CONVERTER

SITE 14 MAIN AVB

CONTROLS CABINET

SITE 14

MAIN GATE

SMF

COMM

FIBER

FIBER OPTIC

PATCH PANEL

FIBER TO SERIAL

CONVERTER

MAIN GATE CONTROLS CABINET

MAIN GATE

SMF

COMM

FIBER

FUTURE SITE

LONG HAUL

COMMUNICATION

LONG HAUL

COMMUNICATION

FIBER OPTIC

PATCH PANEL

FIBER TO SERIAL

CONVERTER

EMERGENCY GATE CONTROLS CABINET

EMERGENCY GATE

SMF

COMM

FIBER

FIBER OPTIC

PATCH PANEL

FIBER TO SERIAL

CONVERTER

MAIN GATE CONTROLS CABINET

MAIN GATE

SMF

COMM

FIBER

FUTURE SITE

COMMAND CENTER

ROOM 103

ROOM 135

FUTURE GATE

CONNECTIONS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

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

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M E

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S Y

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O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

P A

C

IF

IC

M

A K

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P A

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1812861

JC

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E Task Order No. N6274223F0324

A N

D E

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E N

A

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F O

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AWK/DMK

KYM

/2

/2

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P

M

C R e v it \l o c a l_

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P

P

E

S a u n d e rs L S

.r v t

14ST-EI601

S

IT

E

F A

C

IL

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ZAF

17323435

RSK JLL

G U

A M

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-E I6

FINAL DESIGN SUBMITTAL

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

SHEET NAMING CONVENTION

A. SEE SHEET 14GI-E-001 THROUGH 14GI-E-007 FOR GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS.

B. SEPARATELY FURNISHED ELECTRICAL INTERFACE PROTOCOL, AND MEDIUM CONVERTERS

NOT SHOWN. CONTRACTOR MUST FURNISH AND INSTALL COPPER-TO-FIBER (SINGLE-MODE)

CONVERTERS WITHIN THE BUILDING FIBER-OPTIC PATCH PANEL TO CONNECT TO THE OPTICAL

FIBER PROVIDED.

C. SEE THE COMMUNICATIONS DRAWINGS FOR ADDITIONAL INFORMATION ABOUT FIBER OPTIC

CABLE ROUTING AND TERMINATIONS. THE CONTRACTOR MUST PROVIDE SIGNAL WIRING IN

CONDUITS.

D. SCREENED LINE TYPE REPRESENTS GOVERNMENT FURNISHED AND GOVERNMENT INSTALLED

EQUIPMENT.

E. SEE 14CC-T-601 AND 14ST-TS602 FOR COMM FIBER INFORMATION.

SINGLE MODE FIBER

SCALE: NTS

A1

SITE FACILITY CONTROL SYSTEMS BLOCK DIAGRAM

01. ALL BCS AND PCMS WINDOWS BASED COMPUTERS MUST BE DUAL-HOMED TO NETWORK

SWITCH A OR B AND TO THE SYSTEM BELOW THE GATEWAY/AGGREGATORS.

02. FIBER NOT PART OF VEHICLE BARRIER CONTROL SYSTEM. INSTALLED BY COMMS.

03. INSTALL CONTROL PANEL, CONVERTERS, SWITCHES, SOFTWARE, AND CIRCUITS AS NEEDED

FOR A COMPLETE END TO END VEHICLE BARRIER CONTROL SYSTEM.

MULTIMODE FIBER

S Y

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D A

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A

P P

R

V

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B A

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A D

D

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A R

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T

E R

M

IN

O

LO

G Y

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V

IS

IO

N

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SCALE: NTS

C1

ACTIVE VEHICLE BARRIER CONTROL SYSTEMS BLOCK DIAGRAM

SERIAL

ST

A T E O F M I SSOU

R

I

P R

O

FE S SI O N A L E N G I N

E E

R

NUMBER

028892

RANDALL

SCOTT

KENT

1-28-2025

ACTIVITY

FOR COMMANDER NAVFAC

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

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T H

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G

S Y

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O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

P A

C

IF

IC

M

A K

A L A

P A

H

A W

A

II

AS NOTED

P R

O J E

C T

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C O

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A N

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T E

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N A

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A C

P A

C

IF

IC

1812861

JC

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

BC

A/E Task Order No. N6274223F0324

A N

D E

R S

E N

A

IR

F O

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E B

A S

E

AWK/DMK

KYM

/2

/2

:3 :1

A

M

C R e v it \l o c a l_

\P

C C

A

S

S to

.r v t

14CC-S-005

C O

M M

A N

D C

E N

T E

R

G E

N E

R A

L N

O T

E S

KMO

17323504

AOB ARK

G U

A M

C C

-S -0

FINAL DESIGN SUBMITTAL

K. GROUT THICKNESS UNDER COLUMN AND POST BASEPLATES SHALL BE 2" UNO.

J. COMPRESSION TESTING FREQUENCY MUST BE A MINIMUM OF ONE COMPRESSION TEST FOR EACH INDIVIDUAL PLACEMENT

OPERATION EACH NON-SHRINK GROUTING DAY WITH A REQUIREMENT OF THREE 2-INCH CUBES.

I. FIELD FLOW CONE TESTS MUST BE PERFORMED TO ESTABLISH THE WATER CONTENT THAT WILL MEET THE FLUID CONSISTENCY PERFORMANCE FOR THE NON-SHRINK GROUT. THE MAXIMUM AND MINIMUM WATER CONTENT MUST BE ESTABLISHED TO CONFIRM THE FLUID CONSISTENCY THAT WILL MEET THE SPECIFIED NON-SHRINK GROUT STRENGTH. NON-SHRINK GROUT CUBES MUST BE MADE AND TESTED FROM THE SAME BATCH THAT THE FLOW CONE MEASUREMENTS ARE TAKEN AT THE UPPER AND

LOWER WATER CONTENT RANGE BEING ESTABLISHED FOR THE PLACEMENT.

H. FLOW CONE TESTING FREQUENCY MUST BE PRIOR TO THE FIRST NON-SHRINK GROUTING OPERATION WITH A REQUIREMENT OF

20 TO 30 SECOND READINGS.

G. SURFACE PREPARATION OF CONCRETE MUST BE TO REMOVE LAITANCE, EXPOSE SOUND SURFACE MORTAR, AND PROVIDE A FRACTURED AGGREGATE SURFACE. REMOVE OIL, GREASE, CURING COMPOUND, OR OTHER FOREIGN MATERIALS. USE OF A CHEMICAL SURFACE RETARDER TO EXPOSE AGGREGATE IMMEDIATELY AFTER REPLACING AND FINISHING CONCRETE IS PERMITTED, UNLESS THE NON-SHRINK GROUT MANUFACTURER REQUIRES A MECHANICAL MEANS OF ROUGHENING.

F. NO BLEEDING AT MANUFACTURER'S MAXIMUM RECOMMENDED WATER CONTENT.

E. EXTENDED WORKING TIMES AT FLOWABLE CONSISTENCY MUST BE 30 MINUTES.

D. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 10,000 PSI.

C. FIELD COMPRESSION TEST CUBES OF CEMENTITIOUS NON-SHRINK GROUT MUST BE IN ACCORDANCE WITH ASTM C109 AS

MODIFIED BY ASTM C1107.

B. FIELD FLOW CONE TESTING OF CEMENTITIOUS NON-SHRINK GROUT MUST BE IN ACCORDANCE WITH ASTM C939.

A. CEMENTITIOUS NON-SHRINK GROUT MUST BE IN ACCORDANCE WITH ASTM C1107.

NON-SHRINK GROUT

O. GENERAL CONTRACTOR MUST LOCATE ANY OPENINGS NOT SHOWN ON THE DESIGN DRAWINGS BUT REQUIRED AFTER

EQUIPMENT SELECTION AND COORDINATE WITH PRECAST MANUFACTURER.

N. POST INSTALLED ANCHORING INTO PRECAST CONCRETE MUST ADHERE TO THE LIMITATIONS AND REQUIREMENTS OF THE PRECAST MANUFACTURER. POST INSTALLED ANCHORS INTO PRECAST ELEMENTS MUST LOCATE AND AVOID REINFORCING IF THE

EMBEDMENT OF SUCH ANCHORS COULD INTEFER WITH PRECAST ELEMENT REINFORCING STEEL.

M. DOUBLE TEE PENTRATIONS SHOWN ON PLAN MUST BE COORDINATED BY CONTRACTOR. CONDUIT PENETRATIONS ON PLANS ARE FOR CONDUITS 1.5 INCH AND LARGER ONLY; CONTRACTOR MUST COORDINATE SMALLER CONDUIT OPENINGS.