Am-0006 Attachment 1_Revised Drawings dtd 6 Dec 2024.pdf
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- Solicitation number
- N6274225R1301
About this file
This file contains revised architectural, structural, mechanical, electrical and plumbing drawings dated December 6, 2024 for the Guam Defense System Command Center project. The drawings show detailed design elements including grading and drainage plans, foundation wall details, embedded plate schedules, fuel oil system schematics, generator belly tanks, power control system block diagrams, and other technical specifications.
The drawings cover multiple building systems including: infiltration basins and bioretention areas; concrete foundation walls with waterproofing and drainage details; precast wall joints and connections; bulk fuel storage tanks (30,000 gallon capacity) with leak detection and monitoring; fuel oil distribution systems with pumps, filters and controls; emergency generator cooling and ventilation; and integrated control systems for power plant operations. Key technical requirements include seismic design considerations, ballistic-rated construction, redundant fuel delivery systems, and sophisticated monitoring and control systems for the power generation facility. The drawings provide construction-level detail for contractors to execute the $250-500 million facility construction project.
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Text version
H
CJB CJB
H
FDB
EM
H
EMH
J
EM
H
EM
H
H
H
EMH
H
H
EBXTRN
SD
X
SD
X
SD
CB
TOP=496.80
℄INV.=491.76
8"ØPVC
8"ØPVC
SMH
TOP=499.30
℄INV.=494.60
SMH
TOP=498.08
℄INV.=493.28
SMH
TOP=493.15
℄INV.=489.95
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
OMALLEY AVE
INFILTRATION BASIN
(108,543 CF)
4:1
10.0%
1.5%
15.2%
4.
8%
6.
5%
4:1
STA 0+00.00, SD01
1- HEADWALL W/
CULVERT GRILL
RE: A2/14ST-C-540
& C4/14-ST-C-541
N:680189.93 E:392416.12
24" RCP @ 2.70% (SD01)
18" RCP @ 8.00% (SD01A)
24" RCP @ 1.00% (SD01)
POWER PLANT
FFE 509.45
30" RCP @ 0.40% (SD01)
ENVIRONMENTAL STUDY AREA BOUNDARY
4:1
5.
3%
3:1
.5%
8.5%
4.
7%
4.
7%
2.0%
4.
8%
4:
4:1
4:
6:
" R
C P
.2 3%
(S D
STA -0+00.00, SD03
1- HEADWALL W/
CULVERT GRILL
RE: A2/14ST-C-540
& C4/14-ST-C-541
N:680141.86 E:392467.11
24" RCP @ 0.40% (SD03)
18" RCP @ 0.50% (SD03)
18" RCP @
2.67% (SD01A)
0+00
1+00
2+00 3+00
D SDSDSD
SD
SD
SD
D
0+
0+
1+
SD
SD
SD
CB0+00
1+00
SD
SD
0+
1+00
SD
SD D
STA 0+53.39, SD03
1- CATCH BASIN (TYPE C)
RE: A4/14ST-C-541
N:680179.71 E:392504.77
RIP-RAP. RE: B3/14ST-C-540
2.5% 1.0%
1.0%
TOP OF BANK
CONSTRUCTION LIMITS
GRADING LIMITS
9.
0%
19.2%
TC 498.98
G 498.48
TC 499.90
G 499.40
TC 503.50
G 503.00
TC 503.91
G 503.41
TC 505.27
G 504.77
ME 497.3±
ME 494.9±
TC 505.27
G 504.77
TC 500.14
G 499.64
TC 498.27
G 497.77
TW 509.43
TP 505.13
FG 505.15
TS 509.43
TW/TS 509.34
FG 505.16
TC 503.86
G 503.36
TP 508.95
TP 508.84
TP 509.45
TP 509.45
TP 509.45
TP 509.45
TP 509.45
TP 509.45
TP 508.95
TP 508.84
TP 508.95
TP 508.84
TP 508.60
TP 508.72
TP 509.45
TP 509.45
TP 508.60
TP 508.72
TP 509.45
TP 509.45
TP 508.60
TP 508.72
TP 509.45
TP 509.45TS 509.43
TW/TS 509.34
FG 508.43
TC 498.98
G 498.48
FG 492.80
FG 492.80
FG 492.80
FG 492.80
FG 492.80
FG 492.80
FG 492.80
FG 492.80
FG 492.80
FG 492.80
FG 492.80
FG 492.80
FL 492.80
FL 492.80
FG 499.80FG 499.80
PESTICIDE IMPACTED SOIL
(PIS) RELOCATION AREA
5 49
FG 492.80
FG 492.80FG 492.80
BIORETENTION BASIN RE: B5/14ST-C-540
STA 1+38.89, SD01
STA 0+00.00 SD02
1- 5' SDMH
RE: C1/14ST-C-541
N:680292.89 E:392509.33
TP 500.00
TP 500.65 ME 497.3±
ME 494.8±
TOP OF BANK
FG 495.10
FG 495.10
18" RCP @ 1.00% (SD03)
TW 508.91
FG 505.39
TW 508.35
FG 506.00
TW 508.14
FG 506.34
TW 508.03
FG 506.49
4.
1%
STA 0+18.50, SD04
1- SAND FILTER
OVERFLOW CHAMBER
RE: A1/14ST-C-543
N:680351.29 E:392610.41
18" RCP @ 1.00% (SD04) 416
18" RCP @ 2.50% (SD04)
505 506
BIORETENTION
BASIN LIMITS
STRUCTURE TABLE
DESCRIPTION
STA 2+10.89 SD01
STA 0+18 SD01A
1- 5' SDMH
RE: C1/14ST-C-541
N: 680338.33 E: 392565.18
STA -0+00.00 SD01A
1- CURB INLET
RE: A2/14ST-C-542
N: 680324.37 E: 392576.54
STA 0+24.00 SD01A
1- CURB INLET
RE: A2/14ST-C-542
N: 680342.99 E: 392561.39
STA 1+16.72 SD03
1- CURB INLET
RE: A2/14ST-C-542
N: 680224.63 E: 392549.41
STA 1+40.72 SD03
1- CURB INLET
RE: A2/14ST-C-542
N: 680239.78 E: 392568.03
STA 0+83.75 SD04
1- SAND FILTER STRUCTURE
RE: A1/14ST-C-543
N: 680389.31 E: 392660.70
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
AM
1812861
AWK/DMK
KYM
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
JENNIFER M. HAYNES
90167
TEXAS REGISTERED ENGINEERING FIRM F-2966
GRADING & DRAINAGE PLAN - PANEL B03
1" = 20'SCALE: A1 0 20 40
SEE SHEET 14ST-CG105 FOR CONTINUATION
SE
E
SH
EE
T
ST
-C
G
FO
R C
O N
TI
N
U
AT
IO
N
SE
E
SH
EE
T
ST
-C
G
FO
R C
O N
TI
N
U
AT
IO
N
PANEL B01
CG104
PANEL C01
CG107
PANEL B02
CG105
PANEL C02
CG108
PANEL A03
CG103
PANEL B03
CG106
PANEL C03
CG109
A. REFER TO SHEET 14GI-C-001 FOR CIVIL
GENERAL NOTES.
B. REFER TO SHEET 14GI-C-002 FOR CIVIL
LEGEND.
C. REFER TO SHEET 14GI-C-003 FOR CIVIL
ABBREVIATIONS.
D. CONTOURS ARE AT 1' INTERVALS.
E. ADJUST NEW AND EXISTING UTILITY
COVERS TO NEW GRADE.
F. REFER TO SHEETS CG201 - CG205 FOR
DRAINAGE PROFILES.
G. REFER TO SHEETS C-540 - C-542 FOR
DRAINAGE DETAILS.
H. ON THIS SHEET "TC" STANDS FOR TOP
OF CURB ELEVATION & "G" STANDS FOR
GUTTER ELEVATION.
I. REFER TO 14ST-C-001 FOR PESTICIDE
IMPACTED SOIL (PIS) RELOCATION AND
HANDLING NOTES. REFER TO
A4/14ST-C-543 FOR PESTICIDE IMPACTED
SOIL DETAIL.
GENERAL SHEET NOTES
AS NOTED
TTRSMCJMH
17323266
14ST-CG106
G R
AD
IN
G
D R
AI
N
AG
E
PL
AN
PA
N
EL
B
BI
O
R
ET
B
AS
IN
L
IM
IT
S
6-
D
EC
EM
BE
R -2
JM
12/6/2024
D
E C
E M
B E
R
12/12/2024 lar65200 Highlight lar65200 Highlight lar65200 Highlight
AS NOTED
TTRSMCJMH
17323333
14ST-C-543
D R
AI
N
AG
E
D
ET
AI
LS
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
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
JENNIFER M. HAYNES
90167
TEXAS REGISTERED ENGINEERING FIRM F-2966
NTSA1 SAND FILTER DETAIL
SCALE:
WET
SEDIMENT
CHAMBER
OVERFLOW WEIR
SOLID ACCESS COVER
ALONG ENTIRE LENGTH
WITH LIFTING RINGS
SOLID ACCESS COVER
ALONG ENTIRE LENGTH
WITH LIFTING RINGS
INVERT INTO
COLLECTION PIPE
VARIES.
SECTION A-A VIEW
0.38'
3.75'
0.25'
3.75'
0.38'
1/2" GASKET
GEOTEXTILE
RIM ELEV 506.00
ELEV 505.00
0.5'
ELEV 500.67
SAND
1/4" X 1/4" HARDWARE CLOTH,
SECURED W/ SNAP TIE
SECTION B-B VIEW
SAND
6" UNDERDRAIN PIPE TO
CHAMBER, ELEV 498.30
9' 9'
UNDERDRAIN PIPE EVERY 9'
0.
0.83'
1.5'
0.5'
1.5'
0.5'
1.5'
0.5'
1.5'
0.5'
1.5' 0.
5'1.5'
0.
0.
OVERFLOW
CHAMBER
OVERFLOW WEIR
ELEV 505.00
WEIR OPENING (TYP)
1.
8"
60'
0.
'3.
0.
'3.
0.
8.
5'
4" TO 6" STRAIGHT
REDUCER
6" 90° BEND
6" COLLECTION MANIFOLD,
SLOPED @ 0.5%
4" TO 6"
REDUCER TEE
OVERFLOW
CHAMBER
4.
5'
1.5'
3'
WET CHAMBER
SAND CHAMBER
PLAN VIEW
BB
A
A
BOTTOM OF BOX ELEV 498.50
2' 2.83'
0.83' 3.5'
0.83' 3.5'
0.83'
0.
0.
5'
STORAGE
.0
8'
.0 8'
0.
.2 5'
WEIR
0.17'
PROVIDE A FUEL RESISTANT
LINER ON INSIDE OF WET
SEDIMENT CHAMBER
NOTE:
RELOCATE PESTICIDE IMPACTED SOIL. PROVIDE SOIL WRAP
WITH GEOMEMBRANE TO COVER IMPACTED SOIL. REFER TO
14GI-C-001 FOR RELOCATION AND HANDLING NOTES.
IMPACTED SOIL
MIN 2 FT OVERWRAP
20-MIL GEOMEMBRANE
LINER
NTSA4 PESTICIDE IMPACTED SOIL DETAIL
SCALE:
#4 BARS @ 10"
OC EACH WAY
SA
N
D F
IL
TE
R R
EI
N
F
-D
EC
EM
BE
R -2
JM
12/6/2024
D E
C E
M B
E R
12/12/2024
TYPE MARK: P1, P2, P3, P4 XL-20LUMINAIRE PLATE:
ANCHOR BASE CONCRETE POLE
TAPERED OR STRAIGHT CONCRETE POLE. CROSS SECTIONAL
SHAPE, COLOR AND FINISH (SMOOTH OR AGGREGATE) AS
INDICATED.
WIRING HANDHOLE MINIMUM 2 1/2" X 5" CLEAR OPENING
WITH COVER AND STAINLESS STEEL SCREWS.
INTERNAL GROUNDING LUG.
TERMINATE CONDUITS INTERNALLY, ADJACENT TO HANDHOLE.
FULL BASE COVER --- TWO PIECE STAINLESS STEEL
CONCRETE FOUNDATION - SEE PLATE XL-21.
1' - 6"
"U"
9"
12"
MAST ARM OPTION - COORDINATE WIRING AND BOLT HOLES WITH
MUST ARM PROVIDED.
TENON OPTION - 2-3/8" TENDON WITH PROVISION FOR WIRING,
COORDINATE WITH LUMINAIRE.
POLE
TYPE
DIM
"U"
XL-26
B
XL-26
D
STAINLESS STEEL BASEPLATE TO BE EMBEDDED INTO
BOTTOM OF POLE WHEN FOUNDATION IS DRILLED PIER.
APOLE
HEIGHT
13'-20'
21'-30'
96"
B
108"
18"
24"
FINISHED GRADE
INSULATED COPPER
GROUNDING
CONDUCTOR ATTACHED TO
INTERNAL LUG WELDED TO
INTERIOR OF POLE. SIZE
PER
NFPA 70.
CHAMFER ALL EDGES OF
CONCRETE BASE 1/2"
HANDHOLE - SEE POLE SKETCH
AND SPECIFICATION
POLE - SEE POLE SKETCH AND
SPECIFICATION
CONDUIT STUBBED UP ADJACENT
TO HANDHOLE; NUMBER AND SIZE AS
REQUIRED
SET TOP OF
CONCRETE
FOUNDATION 6"
ABOVE
GRADE
COPPER EQUIPMENT
GROUNDING
CONDUCTOR - ATTACH
TO INTERNAL LUG
WELDED TO INTERIOR
OF POLE. CONDUCTOR
TO BE SAME SIZE AND
TYPE AS SUPPLY
PHASE CONDUCTOR.
CIRCUIT CONDUCTORS
AND CONDUIT TO
POWER
SOURCE OR NEXT POLE
CONCRETE PER
SPECIFICATION
CIRCUIT CONDUCTORS
AND CONDUIT TO
POWER
SOURCE OR NEXT POLE
ANCHOR BOLTS AS
RECOMMENDED BY
MANUFACTURER OF
POLE
(8) #7 BARS VERTICAL
#3 BARS AT 8" ON
CENTER
HORIZONTALLY
3/4" X 10' COPPER
CLAD GROUND
ROD
TYPE MARK: P1, P2, P3 XL-21aLUMINAIRE PLATE:
ANCHOR BASE POLE FOUNDATION
6"
�"B"
"A
CONTRACTOR TO DESIGN POLE AND PROVIDE STRUCTURAL
ANALYSIS OF THE FOUNDATION SHOWN IN THIS DETAIL.
TYPE MARK: XL-2LUMINAIRE PLATE:
LED AREA LUMINAIRE
LUMINAIRE REQUIREMENTS:
P1, P2, P3, P4
NOTE: THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO INDICATE A CERTAIN MANUFACTURER
OR PREFERENCE.
1.
2.
3.
4.
5.
6.
7.
HOUSING - DIE-CAST ALUMINUM HOUSING WITH POWDER COAT FINISH.
OPTICS - INJECTION MOLDED OPTICS WITH TYPE I, II, III, IV, OR V DISTRIBUTIONS. BUG UPLIGHT
RATING OF U0, WITH GLARE RATING AS DETERMINED BY LIGHTING ZONE INSTALLED.
LIGHT SOURCE - SOLID STATE LEDS, 3000K CCT UON, MINIMUM 70 CRI UON, AND MINIMUM EFFICACY
OF 100 LUMENS/WATT UON. INITAL LUMEN OUTPUT AS INDICATED IN LUMINAIRE SCHEDULE.
DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DIMMABLE DRIVER WITH MINIMUM 0.9 PF, OPERATING VOLTAGE OF 277V, THERMAL MANAGEMENT, AND < 20% THD. ON-OFF CONTROL AND
FULLY DIMMABLE DOWN TO 10% MINIMUM OR AS INDICATED IN LUMINAIRE SCHEDULE. MEETS
ELEVATED 10KV/10KA REQUIREMENTS PER IEEE.
CERTIFICATION - UL LISTED FOR WET LOCATION, ROHS COMPLIANT. COMPLIES WITH IES LM79, LM80
AND TM21 TESTING STANDARDS.
MOUNTING - ARM-MOUNTED ON POLE.
OPTIONS - MOUNTING ARM LENGTH, LIGHT DISTRIBUTION, HOUSE-SIDE SHIELD, PHOTOCELL,
INTEGRAL MOTION SENSOR, AND ANSI 7-PIN RECEPTACLE.
TYPE MARK: TX XL-10LUMINAIRE PLATE:
LED WALL PACK
NOTE: THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO INDICATE A CERTAIN MANUFACTURER
OR PREFERENCE.
LUMINAIRE REQUIREMENTS:
1.
2.
3.
4.
5.
6.
HOUSING - DIE-CAST OR EXTRUDED ALUMINUM WITH INTEGRAL PASSIVE COOLING MECHANISM. HEAT
SINK INCORPORATED DIRECTLY INTO HOUSING OR DRIVER COMPARTMENT.
OPTICS - PRECISION MOLDED ACRYLIC LENS WITH TYPE III DISTRUBUTIONS. BUG UPLIGHT RATING OF
U0, WITH GLARE RATING AS DETERMINED BY LIGHTING ZONE INSTALLED.
LIGHT SOURCE - SOLID STATE LEDS, 3000K CCT UON, MINIMUM 70 CRI UON, AND MINIMUM EFFICACY
OF 80 LUMENS/WATT UON. INITIAL LUMEN OUTPUT AS INDICATED IN LUMINAIRE SCHEDULE.
DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DIMMABLE DRIVER WITH MINIMUM 0.9 PF, OPERATING VOLTAGE OF 277V, THERMAL MANAGEMENT, AND <20% THD. ON-OFF CONTROL AND
FULLY DIMMABLE DOWN TO 10% MINIMUM OR AS INDICATED IN LUMINAIRE SCHEDULE.
CERTIFICATION - UL LISTED FOR WET LOCATION, ROHS COMPLIANT. COMPLIES WITH IES LN79, LM80
AND TM21 TESTING STANDARDS.
MOUNTING - SURFACE MOUNTED WITH STAINLESS STEEL MOUNTING HARDWARE.
APOLE
HEIGHT
13'-20'
21'-30'
124"
B
136"
16"
24"
FINISHED GRADE
INSULATED COPPER
GROUNDING
CONDUCTOR ATTACHED TO
INTERNAL LUG WELDED TO
INTERIOR OF POLE. SIZE
PER
NFPA 70.
CHAMFER ALL EDGES OF
CONCRETE BASE 1/2"
HANDHOLE - SEE POLE SKETCH
AND SPECIFICATION
POLE - SEE POLE SKETCH AND
SPECIFICATIONCONDUIT STUBBED UP ADJACENT
TO HANDHOLE; NUMBER AND SIZE AS
REQUIRED
SET TOP OF CONCRETE
FOUNDATION 3'-4" ABOVE
GRADE
COPPER EQUIPMENT
GROUNDING
CONDUCTOR - ATTACH
TO INTERNAL LUG
WELDED TO INTERIOR
OF POLE. CONDUCTOR
TO BE SAME SIZE AND
TYPE AS SUPPLY
PHASE CONDUCTOR.
CIRCUIT CONDUCTORS
AND CONDUIT TO
POWER
SOURCE OR NEXT POLE
CONCRETE PER
SPECIFICATION
CIRCUIT CONDUCTORS
AND CONDUIT TO
POWER
SOURCE OR NEXT POLE
ANCHOR BOLTS AS
RECOMMENDED BY
MANUFACTURER OF
POLE
(8) #7 BARS VERTICAL
#3 BARS AT 8" ON
CENTER
HORIZONTALLY
3/4" X 10' COPPER
CLAD GROUND
ROD
TYPE MARK: P4 XL-21bLUMINAIRE PLATE:
ANCHOR BASE POLE FOUNDATION - CENTRAL PARKING LOT
3' -4
�"B"
"A
CONTRACTOR TO DESIGN POLE AND PROVIDE STRUCTURAL
ANALYSIS OF THE FOUNDATION SHOWN IN THIS DETAIL.
NOTE: THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO INDICATE A CERTAIN MANUFACTURER
OR PREFERENCE.
LUMINAIRE REQUIREMENTS:
1. HOUSING - DIE-CAST ALUMINUM HOUSING WITH POWDER COAT FINISH.
2. OPTICS - BUG UPLIGHT RATING OF U0.
3. LIGHT SOURCE - SOLID STATE LEDS, 3000K CCT UON, MINIMUM 70 CRI UON, AND MINIMUM EFFICACY OF
20 LUMENS/WATT UON. INITIAL LUMEN OUTPUT AS INDICATED IN LUMINAIRE SCHEDULE.
4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DIMMABLE DRIVER WITH MINIMUM 0.9 PF, OPERATING VOLTAGE OF 120-277V, THERMAL MANAGEMENT, AND < 20% THD. ON-OFF CONTROL AND
FULLY DIMMABLE DOWN TO 10% MINIMUM OR AS INDICATED IN LUMINAIRE SCHEDULE.
5. CERTIFICATION - UL LISTED FOR WET LOCATION, ROHS COMPLIANT. COMPLIES WITH IES LM79, LM80, AND TM21 TESTING STANDARDS.
6. MOUNTING - ALUMINUM BASE PLATE FOR MOUNTING ON GROUND SOCKET, CONCRETE ANCHOR, OR
MOUNTING PLATE.
7. OPTIONS - EMERGENCY BATTERY BACK-UP, SHAPE, FINISH, HEIGHT, AND LIGHT DISTRIBUTION.
LED ILLUMINATED BOLLARD
TYPE MARK: B1 XL-4LUMINAIRE PLATE:
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
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
N
AV
FA
C P
AC
IF
IC
M
AK
AL
AP
A, H
AW
AI
I
AS NOTED
PR
O
JE
C T
SI
TE
C O M M
AN
D C
EN
TE
R
N
AV
FA
C P
AC
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
AN
DE
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AWK/DMK
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14ST-EL501
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17323422
NR NR
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UA
M
ST
-E L5
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.
B.
C.
SEE SHEET 14GI-E-001 THROUGH 14GI-E-007 FOR GENERAL NOTES, ABBREVIATIONS, AND
LEGENDS.
SEE LUMINAIRE SCHEDULE ON SHEET 14ST-EL701 FOR ADDITONAL LUMINAIRE REQUIREMENTS.
AT THE OPTION OF THE CONTRACTOR, THE CONCRETE FOUNDATION MAY BE REPLACED BY A
LONGER, DIRECTLY EMBEDDED POLE, IN LEIU OF A DRILLED PIER. POLE MUST BE DESIGNED TO
WITHSTAND ENVIRONMENTAL LOADING FOUND ON SHEET 14ST-S-002.
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
LU
MI
NA
IR
E
CO
LO
R
TE
MP
N
OV
EM
BE
R
PO
LE
F
DN
U
PD
AT
E
D
EC
EM
D
E C
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B E
R
263200
36"H x 24"W x 8"D
NEMA 4X CAMERA
JUNCTION BOX
120VAC GFCI
DUPLEX
RECEPTACLE
(MAINTENANCE
ONLY)
JUNCTION BOX
BACK PANEL
277V/120V
TRANSFORMER
24"H x 24"W x 8"D
NEMA 4X CAMERA
JUNCTION BOX
120VAC GFCI
DUPLEX
RECEPTACLE
(MAINTENANCE
ONLY)
JUNCTION BOX
BACK PANEL
277V/120V
TRANSFORMER
2" RIGID ALUMINUM CONDUIT
WITH ANTI-CORROSION
COATING 2" RIGID ALUMINUM CONDUIT
WITH ANTI-CORROSION COATING
PVC CONDUIT
CONCRETE ENCASEMENT
(TYP)
PROVIDE STAINLESS STEEL
STRUCTURAL FRAME
01 02 03
2F T
AF
G
PVC CONDUIT
C1
14ST-TY501
PVC TO RIGID ALUMINUM
COUPLER (TYP)
SAND ENCASEMENT
ANCHORAGE TO GROUND SHOWN
NOTIONALLY. CONTRACTOR TO DETERMINE
ENCASEMENT WIDTH AND DEPTH.
DESIGN FOR ENVIRONMENTAL
LOADING PER SHEET 14ST-S-002.
" M
IN
01 02 03
2F T
AF
G
2" RIGID ALUMINUM
CONDUIT WITH
ANTI-CORROSION
COATING
PVC CONDUIT
2" RIGID ALUMINUM CONDUIT
WITH ANTI-CORROSION COATING
CONCRETE ENCASEMENT
(TYP)
PROVIDE STAINLESS STEEL
STRUCTURAL FRAME.
PVC CONDUIT
PVC TO RIGID ALUMINUM
COUPLER (TYP)
A1
14ST-TY501
SAND ENCASEMENT
DESIGN FOR ENVIRONMENTAL
LOADING PER SHEET 14ST-S-002.
ANCHORAGE TO GROUND SHOWN
NOTIONALLY. CONTRACTOR TO DETERMINE
ENCASEMENT WIDTH AND DEPTH.
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
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
SY
M
D
ES
C R
IP
TI
O N
D A
TE
A
PP
R
AS NOTED
DCNSGNRW
17323477
14ST-TY501
SI
TE
S
EC
U R
IT
Y
D
ET
AI
LS
GENERAL SHEET NOTES
SHEET KEYNOTES
01. TWO 2 INCH CONDUITS WITH PULLSTRINGS
TO HANDHOLE
02. TWO 2 INCH CONDUITS WITH PULLSTRINGS
TO POLE MOUNTED JUNCTION BOX.
03. ONE 2 INCH CONDUIT TO ELECTRICAL
HANDHOLE. SEE SITE ELECTRICAL
DRAWINGS FOR POWER CABLE.
A. SEE SHEET 14GI-TY001 FOR SECURITY
GENERAL NOTES, ABBREVIATIONS AND
LEGEND.
B. ALL EMPTY CONDUITS MUST COME WITH
PULLSTRING INSTALLED.
XX
SCALE:C1 CAMERA JUNCTION BOX LAYOUT (24"H x 24"W x 8"D)
NOT TO SCALE
SCALE:A1 CAMERA JUNCTION BOX LAYOUT (36"H x 24"W x 8"D)
NOT TO SCALE
SCALE:C3 EXTERIOR CAMERA JUNCTION BOX SUPPORT STRUCTURE
NOT TO SCALE
SCALE:A3 EXTERIOR CAMERA JUNCITON BOX SUPPORT STRUCTURE
NOT TO SCALE
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
1 1
ES
S
FR
AM
E
U
PD
AT
E
D
EC
EM
BE
R
1' -6
TAPERED OR STRAIGHT CONCRETE POLE. CROSS
SECTIONAL SHAPE, COLOR AND FINISH (SMOOTH
OR AGGREGATE) AS INDICATED.
NOTES:
COORDINATE TOTAL EPA WITH SPECIFICATIONS.
WIRING HANDHOLE MINIMUM 2 1/2" X 5" CLEAR OPENING
WITH COVER AND STAINLESS STEEL SCREWS.
INTERNAL GROUNDING LUG
TERMINATE CONDUITS INTERNALLY, ADJACENT
TO HANDHOLE.
FULL BASE COVER --- TWO PIECE GALVANIZED STEEL
CONCRETE FOUNDATION (XL-21)
'-0
CAMERA POLE JUNCTION BOX
12'-6"
[T1]
10'-0"
'-0
FENCE
[T1]
A
21'-30' 108"
B
24"
1' -0
�"B"
"A
POLE - SEE POLE SKETCH AND
SPECIFICATION
HANDHOLE - SEE POLE SKETCH
AND SPECIFICATION
CHAMFER ALL EDGES OF
CONCRETE BASE 1/2"
FINISHED GRADE
INSULATED COPPER GROUNDING
CONDUCTOR ATTACHED TO
INTERNAL LUG WELDED TO
INTERIOR OF POLE. SIZE PER
NFPA 70
2" SPARE CONDUIT TO
UNISTRUT MOUNTED
CJB. SEE SECURITY
SITE PLANS FOR
LOCATION OF CJB'S.
ANCHOR BOLTS AS
RECOMMENDED BY
MANUFACTURER OF
POLE
(8) #7 BARS VERTICAL
#3 BARS AT 8" ON
CENTER HORIZONTALLY
3/4" X 10' COPPER
CLAD GROUND ROD
CONDUIT STUBBED UP ADJACENT
TO HANDHOLE; NUMBER AND SIZE
AS REQUIRED
SET TOP OF CONCRETE
FOUNDATION 1'-0"
ABOVE GRADE
2" PVC CONDUIT TO
UNISTRUT MOUNTED CJB.
SEE SECURITY SITE PLANS
FOR LOCATION OF CJB'S.
CONCRETE PER SPECIFICATION
POLE
HEIGHT
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
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
SY
M
D
ES
C R
IP
TI
O N
D A
TE
A
PP
R
AS NOTED
DCNSGNRW
17323478
14ST-TY502
SI
TE
S
EC
U R
IT
Y
D
ET
AI
LS
GENERAL SHEET NOTES
A. SEE SHEET 14GI-TY001 FOR SECURITY
GENERAL NOTES, ABBREVIATIONS AND
LEGEND.
B. ALL CLASSIFICATIONS ARE ASTM UNLESS
OTHERWISE NOTED. SEE STANDARD
SPECIFICATIONS FOR CLASSIFICATIONS NOT
SHOWN.
C. ALL CONNECTION PLATE AND CLOSURE
PLATE THICKNESS SHOWN ARE MINIMUM
DIMENSIONS.
D. ALL ANCHOR BOLTS MUST BE FULLY
GALVANIZED AND PROVIDED BY THE POLE
MANUFACTURER.
E. ALL STEEL COMPONENTS MUST BE HOT DIP
GALVANIZED.
F. AT THE OPTION OF THE CONTRACTOR THE
CONCRETE FOUNDATION MAY BE PRECAST.
IF PRECAST, THEY MUST BE SET IN DRILLED
HOLES 3 FEET IN DIAMETER AND 6 INCHES
DEEPER THAN THE BOTTOM 6 INCHES OF
THE HOLE AND THE REMAINING SPACE
AROUND THE FOUNDATION MUST BE
BACKFILLED WITH WET TAMPED LIMESTONE
SCREENINGS IN LAYERS NOT EXCEEDING 12
INCHES.
G. ALL EMPTY CONDUITS MUST COME WITH
PULLSTRING INSTALLED.
H. AT THE OPTION OF THE CONTRACTOR, THE
CONCRETE FOUNDATION MAY BE REPLACED
BY A LONGER, DIRECTLY EMBEDDED POLE,
IN LIEU OF A DRILLED PIER. POLE MUST BE
DESIGNED TO WITHSTAND ENVIRONMENTAL
LOADING FOUND ON SHEET 14ST-S-002.
SCALE:A1 CONCRETE POLE (XL-20)
NOT TO SCALE SCALE:A3 POLE FOUNDATION (XL-21)
NOT TO SCALE
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
PO
LE
F
D N
U
PD
AT
E
D
EC
EM
BE
R
277VAC
FROM
SOURCE
NEMA 4 ENCLOSURE
36"H x 24"W x 8"D
01 02
C
ST
-T Y5
#6 AWG BARE EQUIPMENT
GROUND WIRE
GROUNDING BUSHING
RIGID ALUMINUM CONDUIT W/
ANTI-CORROSION COATING
CONCRETE FOUNDATION PER
SPECIFICATION, SHOWN
NOTIONALLY ON DRAWING.
EQUIPMENT GROUND BAR
INSTALL CONDUITS TO
FDB AS REQ'D (TYP)
RIGID ALUMINUM COUPLING
RIGID ALUMINUM CONDUIT
W/ ANTI-CORROSION
COATING (TYP)
PVC TO RIGID ALUMINUM
ADAPTER (TYP)
90° RIGID ALUMINUM ELBOW
(TYP)
CONDUIT COUPLING (TYP)
FINISH GRADE
SAND ENCASED
DUCTBANK
SCHEDULE 40 PVC CONDUIT
(TYP)
FIELD
DISTRIBUTION BOX
(FDB)
06 06 0606
3/4" DIA. X 20'-0" COPPER
CLAD GROUND ROD
EXOTHERMIC WELD
GROUND WIRE TO
GROUND ROD
#6 AWG BARE EQUIPMENT
GROUND CABLE (GROUND
AS REQ'D)
DESIGN FRAME, ANCHORAGE
AND FOUNDATION FOR
ENVIRONMENTAL LOADING PER
SHEET 14ST-S-002
PROVIDE STAINLESS STEEL
STRUCTURAL FRAME
10'-0" MINIMUM
FIELD DISTRIBUTION BOX
(FDB) MOUNTED TO
PREFORMED CHANNEL
PROVIDE STAINLESS
STEEL STRUCTURAL
FRAME.
C1
14ST-TY504
FENCE
FENCE FOUNDATION
PER SPECIFICATION,
SHOWN NOTIONALLY
ON DRAWING.
ANCHORAGE TO
FOUNDATION SHOWN
NOTIONALLY
FINISHED GRADE
90 DEGREE PVC
ELBOW
C1
14ST-TY501
CAMERA
JUNCTION
BOX (CJB)
CONCRETE FOUNDATION
PER SPECIFICATION,
SHOWN NOTIONALLY ON
DRAWING.
DESIGN FRAME, ANCHORAGE
AND FOUNDATION FOR
ENVIRONMENTAL LOADING PER
SHEET 14ST-S-002
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
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
SY
M
D
ES
C R
IP
TI
O N
D A
TE
A
PP
R
AS NOTED
DCNSGNRW
17323480
14ST-TY504
SI
TE
S
EC
U R
IT
Y
D
ET
AI
LS
GENERAL SHEET NOTES
SHEET KEYNOTES
A. SEE SHEET 14GI-TY001 FOR SECURITY
GENERAL NOTES, ABBREVIATIONS AND
LEGEND.
B. ALL EMPTY CONDUITS MUST COME WITH
PULLSTRING INSTALLED.
XX
SCALE:A1 INTERIOR VIEW FIELD DISTRIBUTION BOX LAYOUT
NTS
SCALE:C1 TYPICAL FIELD DISTRIBUTION BOX (FDB) INSTALLATION
NOT TO SCALE SCALE:C3 SECTION
NOT TO SCALE
01. BOX ENCLOSURE HAS BEEN SIZED BASED
ON SPECIFIC MANUFACTURER AND MODEL
OF EQUIPMENT; ADJUST SIZE OF
ENCLOSURE BASED ON ACTUAL
EQUIPMENT PROVIDED.
02 ENCLOSURE DOOR NOT SHOWN FOR
CLARITY OF INTERNAL EQUIPMENT.
03. 120VAC DUPLEX RECEPTACLE
(MAINTENANCE ONLY)
04. EQUIPMENT GROUNDING BAR
05. GROUND WIRE MUST BE BONDED TO METAL
RACEWAY WITH GROUNDING BUSHING.
06. COORDINATE PLACEMENT OF CONDUITS
AND INTERNAL COMPONENTS TO MATCH
CONDUIT STUB-UPS INTO THE FDB. SIZE
CONDUITS PER NEC, TYPICAL.
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
1 1
ES
S
FR
AM
E
U
PD
AT
E
D
EC
EM
BE
R
12/12/2024
NEMA 4X STAINLESS
STEEL ENCLOSURE WITH
KEYED LOCK AND HINGED
DOOR. APPROX. BOX SIZE
3'-0"H x 3'-0"W x 1'-0"D
120VAC GFI
CONVENIENCE
RECEPTACLE
277V/1Ø, 20A
INPUT CIRCUIT
BREAKER
277V-120V
TRANSFORMER
NEMA 4X STAINLESS
STEEL ENCLOSURE WITH
KEYED LOCK AND HINGED
DOOR. APPROX. BOX SIZE
3'-0"H x 3'-0"W x 1'-0"D
FIELD DISTRIBUTION BOX (FDB) CAMERA JUNCTION BOX (CJB)
SPACE RESERVED FOR
FUTURE GFGI EQUIPMENT.
(3)120V/1Ø, 20A
OUTPUT CIRCUIT
BREAKERS
SECURITY CONDUIT120V/1Ø, 20A
CIRCUIT TO GOC
277V/1Ø, 20A
INCOMING
CIRCUIT
10'-0" MINIMUM
PROVIDE STAINLESS
STEEL STRUCTURAL
FRAME.
FENCE
FENCE
FOUNDATION
ANCHORAGE TO
FOUNDATION SHOWN
NOTIONALLY.
FINISHED GRADE
90 DEGREE SCH 40
PVC ELBOW
CAMERA
JUNCTION
BOX (CJB)
SECURITY
CONDUIT
POWER
CONDUITS
CONCRETE
FOUNDATION PER
SPECIFICATION,
SHOWN NOTIONALLY
ON DRAWING.
DESIGN FRAME, ANCHORAGE
AND FOUNDATION FOR
ENVIRONMENTAL LOADING
PER SHEET 14ST-S-002.
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
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
SY
M
D
ES
C R
IP
TI
O N
D A
TE
A
PP
R
AS NOTED
DCNSGNRW
17323483
14ST-TY507
SI
TE
S
EC
U R
IT
Y
D
ET
AI
LS
GENERAL SHEET NOTES
SHEET KEYNOTES
A. SEE SHEET 14GI-E-001 THROUGH 14GI-E-006
FOR GENERAL NOTES, ABBREVIATIONS, AND
LEGENDS.
SCALE:A1 INTERIOR VIEW FDB LAYOUT
NTS
SCALE:C3 SECTION
NOT TO SCALE
01 FDB AND CJB TO BE MOUNTED ON
OPPOSITE SIDES OF THE SAME FRAMING
AS SHOWN IN C3/14ST-TY507. PROVIDE (3)
LIQUID TIGHT 2" FLEX CONDUITS BETWEEN
FOR POWER AND SECURITY
INTERCONNECTIONS.
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
ES
S
FR
AM
E
U
PD
AT
E
D
EC
EM
BE
R
E
D
1.5 2.3
D.5
C.7
C.5
C.3
A3
14CC-S-515
M A
T C
H
LI
N E
A
C C
-S -1
MATCHLINE
A1 / 14CC-S-124
005D 007D
009D
XXX
PRECAST FLOOR PENETRATION FOR CONDUITS 1.5 INCH AND
LARGER. WORKPOINT IS LOCATED AT THE CENTER OF OPENING.
SEE CONDUIT PENETRATION SCHEDULE ON SHEET 14CC-S-610
AND 14CC-S-611.
PRECAST FLOOR PENETRATION FOR PIPES. WORKPOINT IS
LOCATED AT THE CENTER OF OPENING. SEE CONDUIT
PENETRATION SCHEDULE ON SHEET 14CC-S-610 AND 14CC-S-611.
XXX
PRECAST RECTANGULAR FLOOR PENETRATION FOR PIPES, DUCT,
CONDUIT GROUPS, AND SIMILAR. WORKPOINT IS LOCATED AT THE
CENTER OF OPENING. SEE CONDUIT PENETRATION SCHEDULE ON
SHEET 14CC-S-610 AND 14CC-S-611.
XXX
PRECAST DOUBLE TEE AND CAST IN PLACE FLOOR BEAM
EMBEDED PLATES IN BOTTOM OF FLANGE OF TEES AND BOTTOM
OR SIDES OF FLOOR BEAMS. SEE EMBEDDED PLATE SCHEDULE
ON S-620.
XXX 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
S
IT
E
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
BC
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
AWK/DMK
KYM
/3 /2
:0 :3
P
M
C R e v it \l o c a l_
\P
C C
A
S
S to
.r v t
14CC-S-122
C O
M M
A N
D C
E N
T E
R
F
IR
S T
F
LO
O R
P
LA
N
P E
N E
T R
A T
IO
N
S
A R
E A
A
KMO
17323510
AOB ARK
G U
A M
C C
-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
A B
DC
1/8" = 1'-0" 0 8' 16' 24'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
LEGEND
PLAN
NORTH
SHEET NAMING CONVENTION
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR PLAN - PENETRATIONS - AREA A
A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS
14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
B. CONDUIT PENETRATIONS INDICATED ON THIS DRAWINGS ARE FOR
CONDUITS 1.5 INCH AND LARGER ONLY. PRECAST MANUFACTURER TO
COORDINATE SMALLER CONDUIT OPENINGS WITH THE GENERAL
CONTRACTOR.
C. NOT ALL PIPE OPENINGS AND PENETRATIONS ARE SHOWN. CONTRACTOR
TO COORDINATE ROUTING, OPENING AND PENETRATIONS PER
SPECIFICATION.
D. SEE 14CC-S-561 AND 14CC-S-562 FOR FLOOR PENETRATION DETAILS.
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
G
E O
F O
A M
H A
T C
H E
D
IT
D
E C
E M
B E
R
12/4/2024
12/12/2024 lar65200 Highlight lar65200 Highlight lar65200 Highlight
3 4
D
2.7 3.3 3.7
D.5
C.7
C.5
C.3
M A
T C
H
LI
N E
A
C C
-S -1
MATCHLINE
A1 / 14CC-S-125
005D 007D
009D
012D
011D
010D
013D
016D
014D 015D
017D
021D
018D
XXX
PRECAST FLOOR PENETRATION FOR CONDUITS 1.5 INCH AND
LARGER. WORKPOINT IS LOCATED AT THE CENTER OF OPENING.
SEE CONDUIT PENETRATION SCHEDULE ON SHEET 14CC-S-610
AND 14CC-S-611.
PRECAST FLOOR PENETRATION FOR PIPES. WORKPOINT IS
LOCATED AT THE CENTER OF OPENING. SEE CONDUIT
PENETRATION SCHEDULE ON SHEET 14CC-S-610 AND 14CC-S-611.
XXX
PRECAST RECTANGULAR FLOOR PENETRATION FOR PIPES, DUCT,
CONDUIT GROUPS, AND SIMILAR. WORKPOINT IS LOCATED AT THE
CENTER OF OPENING. SEE CONDUIT PENETRATION SCHEDULE ON
SHEET 14CC-S-610 AND 14CC-S-611.
XXX
PRECAST DOUBLE TEE AND CAST IN PLACE FLOOR BEAM
EMBEDED PLATES IN BOTTOM OF FLANGE OF TEES AND BOTTOM
OR SIDES OF FLOOR BEAMS. SEE EMBEDDED PLATE SCHEDULE
ON S-620.
XXX
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
S
IT
E
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
BC
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
AWK/DMK
KYM
/3 /2
:0 :3
P
M
C R e v it \l o c a l_
\P
C C
A
S
S to
.r v t
14CC-S-123
C O
M M
A N
D C
E N
T E
R
F
IR
S T
F
LO
O R
P
LA
N
P E
N E
T R
A T
IO
N
S
A R
E A
B
KMO
17323511
AOB ARK
G U
A M
C C
-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
A B
DC
1/8" = 1'-0" 0 8' 16' 24'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
LEGEND
PLAN
NORTH
SHEET NAMING CONVENTION
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR PLAN - PENETRATIONS - AREA B
A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS
14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
B. CONDUIT PENETRATIONS INDICATED ON THIS DRAWINGS ARE FOR
CONDUITS 1.5 INCH AND LARGER ONLY. PRECAST MANUFACTURER TO
COORDINATE SMALLER CONDUIT OPENINGS WITH THE GENERAL
CONTRACTOR.
C. NOT ALL PIPE OPENINGS AND PENETRATIONS ARE SHOWN. CONTRACTOR
TO COORDINATE ROUTING, OPENING AND PENETRATIONS PER
SPECIFICATION.
D. SEE 14CC-S-561 AND 14CC-S-562 FOR FLOOR PENETRATION DETAILS.
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
P
E N
E T
R A
T
IO
N U
P D
N
O V
E M
B E
R
G
E O
F O
A M
H A
T C
H E
D
IT
D
E C
E M
B E
R
12/4/2024
12/12/2024 lar65200 Highlight lar65200 Highlight lar65200 Highlight lar65200 Highlight
B
3 4
C
A
2.7 3.3 3.7
C.3
B.7
B.3
MATCHLINE
A1 / 14CC-S-123
M A
T C
H
LI
N E
A
C C
-S -1
029D
030D
046 047 048 049 050
030031032033
034035
054D 055D
056D
057D
058D
059D
064D 063D
061D
809 808
858 807
806 805
708709
788790
789 787
791868
740 738
739 743
800 792
795803
799 796
778 779
721722
728 729
730 735 734 736 733
745 746
726 835
826 823
824830825
724 723
750 751 752
831747
869870
060D
XXX
PRECAST FLOOR PENETRATION FOR CONDUITS 1.5 INCH AND
LARGER. WORKPOINT IS LOCATED AT THE CENTER OF OPENING.
SEE CONDUIT PENETRATION SCHEDULE ON SHEET 14CC-S-610
AND 14CC-S-611.
PRECAST FLOOR PENETRATION FOR PIPES. WORKPOINT IS
LOCATED AT THE CENTER OF OPENING. SEE CONDUIT
PENETRATION SCHEDULE ON SHEET 14CC-S-610 AND 14CC-S-611.
XXX
PRECAST RECTANGULAR FLOOR PENETRATION FOR PIPES, DUCT,
CONDUIT GROUPS, AND SIMILAR. WORKPOINT IS LOCATED AT THE
CENTER OF OPENING. SEE CONDUIT PENETRATION SCHEDULE ON
SHEET 14CC-S-610 AND 14CC-S-611.
XXX
PRECAST DOUBLE TEE AND CAST IN PLACE FLOOR BEAM
EMBEDED PLATES IN BOTTOM OF FLANGE OF TEES AND BOTTOM
OR SIDES OF FLOOR BEAMS. SEE EMBEDDED PLATE SCHEDULE
ON S-620.
XXX
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
S
IT
E
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
BC
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
AWK/DMK
KYM
/3 /2
:0 :4
P
M
C R e v it \l o c a l_
\P
C C
A
S
S to
.r v t
14CC-S-125
C O
M M
A N
D C
E N
T E
R
F
IR
S T
F
LO
O R
P
LA
N
P E
N E
T R
A T
IO
N
S
A R
E A
D
KMO
17323513
AOB ARK
G U
A M
C C
-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
A B
DC
1/8" = 1'-0" 0 8' 16' 24'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
LEGEND
PLAN
NORTH
SHEET NAMING CONVENTION
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR PLAN - PENETRATIONS - AREA D
A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS
14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
B. CONDUIT PENETRATIONS INDICATED ON THIS DRAWINGS ARE FOR
CONDUITS 1.5 INCH AND LARGER ONLY. PRECAST MANUFACTURER TO
COORDINATE SMALLER CONDUIT OPENINGS WITH THE GENERAL
CONTRACTOR.
C. NOT ALL PIPE OPENINGS AND PENETRATIONS ARE SHOWN. CONTRACTOR
TO COORDINATE ROUTING, OPENING AND PENETRATIONS PER
SPECIFICATION.
D. SEE 14CC-S-561 AND 14CC-S-562 FOR FLOOR PENETRATION DETAILS.
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
P
E N
E T
R A
T
IO
N U
P D
N
O V
E M
B E
R
C
H W
E M
B E
D P
LA
T
E A
D D
D
E C
E M
B E
R
12/4/2024
12/12/2024 lar65200 Highlight lar65200 Highlight lar65200 Highlight
A
SUPERSTRUCTURE DETAILS
AND REINF NOT SHOWN.
REFER TO OTHER DETAILS
#3@6" OC STIRRUPS
1/ 2"
C
LR
SEE ARCH FOR CLOSURE DETAILS
MATCH TYPICAL WALL
HORIZONTAL REINF SIZE
TOC EL 96'-8"
1/
2" C
LR
BOC EL 94'-1 1/2"
GRID
SEE CIVIL
GRADE VARIES
TOC EL 86'-10"
SEE PLAN
FOUNDATION REINF NOT SHOWN
REFER TO OTHER DETAILS
SEE PLAN
#3 U BARS MATCH
VERT REINF SPACING
#9 VERT AT 8" OC, EF
HYDROPHILIC WATERSTOP
INTENTIONALLY ROUGHEN
FOUNDATION SURFACE
DOWELS TO MATCH WALL VERT
REINFORCEMENT EF EXTEND
INTO FOOTING KEY W/ 180° HOOK
#5 HORZ AT 12" OC, EF
4'-4"1'-9"
2 1/2" CLR
C
LR
1/
2"
SEE ARCH FOR CLOSURE DETAILS
S P
L
IC
E L
E N
G T
H U
B A
R
REINF NOT SHOWN.
REFER TO OTHER DETAILS
FOR FIRST FLOOR FRAMING
AND REINFORCEMENT
1'-3"
EL 96'-8"
BELOW GRADE WATERPROOFING
APPLIED TO ALL EXTERIOR
VERTICAL AND HORIZONTAL
SURFACES OF CONCRETE
(WATER PROOFING MUST EXTEND
TO 4" BELOW FINSHED GRADE)
REFER TO FOUNDATION
PERIMETER DRAIN TILE
DETAILS
SEE PLAN
SEE PLAN1'-3"
TOC EL 96'-8"
TOC EL 86'-10"
SEE CIVIL
GRADE VARIES
2 1/2" CLR
2 1/2" CLR
FOUNDATION REINF NOT SHOWN
REFER TO OTHER DETAILS
GRID
BELOW GRADE WATERPROOFING
APPLIED TO ALL EXTERIOR
VERTICAL AND HORIZONTAL
SURFACES OF CONCRETE
(WATER PROOFING MUST EXTEND
TO 4" BELOW FINSHED GRADE)
#3 U BARS MATCH
VERT REINF SPACING
#7 VERT AT 8" OC, EF
WATER STOP (SEE DETAIL C1 THIS
SHEET FOR TYPE)
INTENTIONALLY ROUGHEN
FOUNDATION SURFACE
DOWELS TO MATCH WALL VERT
REINFORCEMENT EF, EXTEND
INTO FOOTING KEY W/ 180° HOOK
#5 HORZ AT 12" OC, EF
C
LR
1/
2"
SEE ARCH FOR CLOSURE DETAILS
REFER TO FOUNDATION
PERIMETER DRAIN TILE
DETAILS
L E
N G
T H
U B
A R
S P
L
IC
E
M A
X
5' -3
TOC EL
86'-10"
86'-10"
84'-10"
91'-2"
#6@8" EF#6@8" EF
#8@12" EW T&B
#8@12" WITH
STANDARD HOOK, TYP
#8@8" DOWEL WITH
STANDARD HOOK
SEE CIVIL
GRADE EL
CONC CAP NOT
SHOWN, SEE CIVIL
INTENTIONALLY ROUGHEN
CONSTRUCTION JOINT 1/4"
AMPLITUDE
1'-0"
TOC EL
86'-10"
PAVEMENT, SEE CIVIL
FILTRATION GEOTEXTILE
ADHERE FILTER GEOTEXTILE
TO FOUNDATION MINIMUM
DIMENSIONS SHOWN
INVERT EL VARIES
SEE PLAN
M
IN
6" M
IN
6" M
IN
2" M
IN
1'-6" MIN
6" MIN
6" MIN
GRAVEL OR CRUSHED
STONE, SEE SPECIFICATION
MAT FOUNDATION
FOUNDATION WALL
BOC EL
VARIES
NOTE: FOUNDATION MAT AND WALL REINF NOT SHOWN, SEE OTHER DETAILS.
TOC EL
86'-10"
FILTRATION GEOTEXTILE
ADHERE FILTER GEOTEXTILE
TO FOUNDATION MINIMUM
DIMENSIONS SHOWN
INVERT EL VARIES
SEE PLAN
GRAVEL OR CRUSHED
STONE, SEE SPECIFICATION
MAT FOUNDATION
FOUNDATION
WALL
GRADE VARIES
SEE CIVIL
1'-6" MIN
6" MIN
6" MIN
M
IN
6" M
IN
6"
M
IN
2" M
IN
BOC EL
VARIES
NOTE: FOUNDATION MAT AND WALL REINF NOT SHOWN, SEE OTHER DETAILS.
TOC EL
86'-10"
MAT FOUNDATION
FOUNDATION
WALL
GRADE VARIES
SEE CIVIL
FILTRATION GEOTEXTILE
ADHERE FILTER GEOTEXTILE
TO FOUNDATION MINIMUM
DIMENSIONS SHOWN
GRAVEL OR CRUSHED
STONE, SEE SPECIFICATION 12
M
IN
M
IN
2" M
IN
V A
R
IE
S
6" M
IN
1'-6" MIN
6" MIN
6" MIN
INVERT EL VARIES
SEE PLAN
BOC EL
VARIES
NOTE: FOUNDATION MAT AND WALL REINF NOT SHOWN, SEE OTHER DETAILS.
PROVIDE CLEAN OUT
RISER AT 100'-0" OC MAX 6
M
IN
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
S
IT
E
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
BC
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
AWK/DMK
KYM
/3 /2
:1 :3
A
M
C R e v it \l o c a l_
\P
C C
A
S
S to
.r v t
14CC-S-511
C O
M M
A N
D C
E N
T E
R
F O
U N
D A
T
IO
N W
A
LL
D E
T A
IL
S
KMO
17323542
AOB ARK
G U
A M
C C
-S -5
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
3/8" = 1'-0" 0 2' 4' 8'1'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
SHEET KEYNOTES
SHEET NAMING CONVENTION
SCALE: 3/8" = 1'-0"
A3
DOOR OPENING - SECTION
SCALE: 3/8" = 1'-0"
C1
TYPICAL TAPERED FOUNDATION WALL SECTION
SCALE: 3/8" = 1'-0"
C3
TYPICAL UNIFORM FOUNDATION WALL SECTION
SCALE: 3/8" = 1'-0"
A1
RETAINING WALL NEAR GRID A/4
A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE
SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
SCALE: 3/8" = 1'-0"
B4
FOUNDATION PERMITER DRAIN TILE DETAIL AT PAVMENT
SCALE: 3/8" = 1'-0"
B2
FOUNDATION PERMITER DRAIN TILE DETAIL AT
TRANSITION BETWEEN TYPICAL AND PAVEMENT
SCALE: 3/8" = 1'-0"
B1
TYPICAL FOUNDATION PERMITER DRAIN TILE DETAIL
01. 6" DIA PERFORATED PVC SUBDRAIN PIPE WITH FILTER MEMBRANE
SEE PLAN FOR INVERT ELEVATIONS. SEE CIVIL FOR STORM SEWER
CONNECTIONS.
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
S
T R
U C
T D
E T
A
IL
C O
R R
D
E C
E M
B E
R
12/4/2024
PRECAST WALL
WALL DOWELS IN
GROUT DUCT.
CL JOINT SEE PLAN AND
ELEVATIONS
WALL REINF BY
PRECAST MFG. TYP
WALL REINF BY
PRECAST MFG. TYP
ROUGHEN SURFACE
1/4" AMPLITUDE TYP
(1) - #14 BAR. SIMILAR TO DETAIL
B3/14CC-S-530. PROVIDE TENSION
LAP SPLICE WITH VERTICAL BARS
PROVIDED IN WET JOINT.
TIES TYPICAL #5@4"
PLACED IN WET JOINT
1"
REFER TO OTHER DETAILS FOR
REVEAL REQUIREMENTS
WET JOINT
PROVIDE (4)-#8 BARS. CASTING
BARS IN BEAM BELOW IS NOT
REQUIRED.
S E
E P
LA
N
ALTERNATIVE WET JOINT
TIE ARANGMENT
2 1/2"
TIE ARRANGEMENT
NOT TO SCALE
GRID LINE SEE PLAN
SPLICE, TYP
CLASS B LAP
TYPICAL SPACING 4" TYPICAL SPACING
PRECAST WALL
8" 4"
3/ 4"
TYP
6"
PRECAST WALL
WALL DOWELS IN
GROUT DUCT.
GRID LINES
SEE PLAN
SPLICE, TYP
CLASS B LAP
WALL REINF BY
PRECAST MFG. TYP
WALL REINF BY
PRECAST MFG. TYP
ROUGHEN SURFACE
1/4" AMPLITUDE TYP
(2) - #14 BAR. SIMILAR TO DETAIL
B3/14CC-S-530. PROVIDE TENSION LAP
SPLICE WITH VERTICAL BARS
PROVIDED IN WET JOINT.
TIES TYPICAL #5@4" PLACED
IN WET JOINT
1"
WET JOINT
TYP
6"
PROVIDE (6)-#8 BARS. CASTING BARS
IN BEAM BELOW IS NOT REQUIRED.
REFER TO OTHER DETAILS
FOR REVEAL REQUIREMENTS
SEE PLAN
EQ EQ
S E
E P
LA
N
E Q
E Q
2 1/2"
ALTERNATIVE WET JOINT
TIE ARANGMENT
TIE ARRANGEMENT
NOT TO SCALE
TYPICAL SPACING 4"
PRECAST WALL
4" TYPICAL SPACING
3/ 4"
8"
PRECAST WALL
SEE PLAN
WALL DOWELS IN
GROUT DUCT.
EQ EQ
GRID LINES SEE PLAN
SPLICE, TYP
CLASS B LAP
WALL REINF BY
PRECAST MFG. TYP
WALL REINF BY
PRECAST MFG. TYP
ROUGHEN SURFACE
1/4" AMPLITUDE TYP
(3) - #14 BARS. SIMILAR TO DETAIL
B3/14CC-S-530. PROVIDE TENSION
LAP SPLICE WITH VERTICAL BARS
PROVIDED IN WET JOINT
TIES TYPICAL #5@4" OC
PLACED IN WET JOINT
T Y
P
REFER TO OTHER DETAILS
FOR REVEAL REQUIREMENTS
WET JOINT
S E
E P
L A
N
E Q
E Q
MATCH PRECAST WALL
REINFORCEMENT
ALTERNATIVE WET JOINT
TIE ARANGMENT
TYP
2 1/2"
T Y
P
E Q
T Y
P
E Q
TIE ARRANGEMENT
NOT TO SCALE
PROVIDE (10)-#8 BARS.
CASTING BARS IN BEAM
BELOW IS NOT REQUIRED
T Y
P
IC
A L
S P
A C
IN
G
4"
PRECAST WALL
TYPICAL SPACING4"
3/ 4"
3/4"
1/
2"
8"
8"
8"
PRECAST WALL
8"
GRID LINES SEE PLAN
WALL VERT REINF SEE
OTHER DETAILS TYP
WALL VERT REINF SEE
OTHER DETAILS TYP
ROUGHEN SURFACE
1/4" AMPLITUDE TYP
TIES TYPICAL #5@4" PLACED
IN WET JOINT
CIP JOINT
S E
E P
LA
N
E Q
E Q
PROVIDE (6)-#8 BARS.
CASTING BARS IN BEAM
BELOW IS NOT REQUIRED.
(2) - #14 BAR. SIMILAR TO DETAIL
B3/14CC-S-530. PROVIDE TENSION
LAP SPLICE WITH VERTICAL BARS
PROVIDED IN WET JOINT
WALL DOWELS IN
GROUT DUCT
ALTERNATIVE WET JOINT
TIE ARANGMENT
S P
LI
C
E , T
Y P
C
LA
S S
B L
A P
TIE ARRANGEMENT
NOT TO SCALE
4" TYPICAL SPACING
T Y
P
IC
A L
S P
A C
IN
G
WET JOINT
4"
8" 8"
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
S
IT
E
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
BC
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
AWK/DMK
KYM
/3 /2
:1 :3
A
M
C R e v it \l o c a l_
\P
C C
A
S
S to
.r v t
14CC-S-532
C O
M M
A N
D C
E N
T E
R
P R
E C
A S
T W
A
LL
W E
T J
O
IN
T D
E T
A
IL
S
KMO
17323560
AOB ARK
G U
A M
C C
-S -5
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
3/4" = 1'-0" 0 1' 2' 4'6"
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
SHEET KEYNOTES
SHEET NAMING CONVENTION
SCALE: 3/4" = 1'-0"
A1
TYPICAL PRECAST JOINT REINFORCING DETAIL
SCALE: 3/4" = 1'-0"
C1
TYPICAL PRECAST JOINT REINFORCING DETAIL - 3-WAY JOINT
SCALE: 3/4" = 1'-0"
A3
TYPICAL PRECAST JOINT REINFORCING DETAIL - CORNER 1/4 AND B/E
SCALE: 3/4" = 1'-0"
C3
TYPICAL PRECAST JOINT REINFORCING DETAIL -
CORNER 2/3 AND C/D ABOVE LOWER ROOF
01. IN THE LOWER PORTION OF THE WALL DOWELS, EXTEND UP FROM THE
FLOOR SLAB, AND CLOSED TIES CANNOT BE INSTALLED. USE THE PROVIDED
ALTERNATIVE TIE ARRANGEMENT INSTEAD.
02. PROVIDE (2) - #5 U-BARS BUNDLED IN FIRM CONTACT AT 4" OC SPACING FROM
ELEVATION 98'-0" TO 106'-0". PROVIDE #5 U-BAR AT 4" OC SPACING FROM
ELEVATION 106'-0" TO TOP OF WET JOINT. CAST U-BARS IN WITH PRECAST
WALL, UNO ON WALL ELEVATIONS.
A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE
SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
B. CONCRETE BEAM REINFORCING SCHEDULE IS SHOWN ON SHEET
14CC-S-520.
C. CONTRACTOR TO COORDINATE BEAM STIRRUP AND
DOWEL LOCATIONS WITH PRECAST MANUFACTURER TO
ENSURE PROPER ALIGNMENT WITH PRECAST WALL DOWEL DUCTS.
D. REFER TO 14CC-SS-530 FOR FLOOR DOWEL DETAILS.
E. WET JOINT PROJECTIONS AND REVEALS DEPICTED IN THE DETAILS
MAY NOT BE APPLICABLE IN ALL INSTANCES. COORDINATE WITH
ARCHITECTURAL SHEETS.
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
S
T R
U C
T D
E T
A
IL
C O
R R
D
E C
E M
B E
R
PRECAST WALL
WALL DOWELS IN
GROUT DUCT
GRID LINES
SEE PLAN
WALL REINF BY
PRECAST MFG. TYP
WALL REINF BY
PRECAST MFG. TYP
ROUGHEN SURFACE 1/4"
AMPLITUDE TYP
(1) - #14 BAR. SIMILAR TO
DETAIL B3/14CC-S-530.
PROVIDE TENSION LAP
SPLICE WITH VERTICAL
BARS PROVIDED IN
WET JOINT.
TIES TYPICAL #5@4"
PLACED IN WET JOINT
PROVIDE (4)-#8 BARS.
CASTING BARS IN BEAM
BELOW IS NOT REQUIRED.
SEE PLAN
EQ
S E
E P
LA
N
E Q
E Q
S P
LI
C
E
C
LA
S S
B L
A P 02
ALTERNATIVE WET JOINT
TIE ARANGEMENT
TIE ARRANGEMENT
NOT TO SCALE
T
Y P
IC
A
L S
P A
C
IN
G
T Y
P
6" 4"
WET JOINT
PRECAST WALL
8" 8"
PRECAST WALL
WALL REINF BY
PRECAST MFG TYP
WALL DOWELS IN
GROUT DUCT
1' -4
OPENING
PRECAST PANELS
PRECAST TO PRECAST
MECHANICAL CONNECTOR
WET JOINT
(REINFORCEMENT NOT
SHOWN, SEE OTHER DETAILS)
C
LA
S S
B L
A P
S P
LI
C
E
CONTRACTOR OPTION TO
USE THREADED MECHANICAL
CONNECTOR (NOT SHOWN
FOR CLARITY)
DOWEL W/ MECHANICAL
CONNECTOR PROVIDED AT
EACH FACE. PRECASTER TO
DETERMINE BAR SIZE &
NUMBER OF BARS REQUIRED
Ld
Ld
#8 BARS (TYP 4 PLACES)
A1
14CC-S-532
SIM UNO
PRECAST WALL
WALL DOWELS IN
GROUT DUCT
WALL REINF BY
PRECAST MFG. TYP
WALL REINF BY
PRECAST MFG. TYP
OPENINGOPENING
OTHER DETAILS
STD SPACING PER
6" 6" 6"
OPENINGPROVIDE (3)
DOWELS #14 UNO
SEE DETAIL B3 ON
14CC-S-530 FOR MORE
INFORMATION
(CONTRACTOR OPTION: (6) #10. PROVIDE 3 ON EACH FACE AT SPACING SHOWN)
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
S
IT
E
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
BC
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
AWK/DMK
KYM
/3 /2
:1 :3
A
M
C R e v it \l o c a l_
\P
C C
A
S
S to
.r v t
14CC-S-533
C O
M M
A N
D C
E N
T E
R
P R
E C
A S
T W
A
LL
S E
C T
IO
N
S A
N D
D E
T A
IL
S
KMO
17323561
AOB ARK
G U
A M
C C
-S -5
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
3/4" = 1'-0" 0 1' 2' 4'6"
1/2" = 1'-0" 0 2' 4' 6'1'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
SHEET KEYNOTES
SHEET NAMING CONVENTION
SCALE: 3/4" = 1'-0"
A2
TYPICAL PRECAST JOINT REINFORCING DETAIL - T-JOINT
SCALE: 3/4" = 1'-0"
B3
PRECAST T-JOINT DETAIL 2
01. IN THE LOWER PORTION OF THE WALL DOWELS, EXTEND UP FROM THE
FLOOR SLAB, AND CLOSED TIES CANNOT BE INSTALLED. USE THE
PROVIDED ALTERNATE TIE ARRANGEMENT INSTEAD.
02. PROVIDE (2)-#5 U-BARS BUNDLED IN FIRM CONTACT AT 4" OC SPACING
FROM ELEVATION 98'-0" TO 106'-0" PROVIDE #5 U-BAR AT 4" OC SPACING
FROM ELEVATION 106'-0" TO TOP OF WET JOINT. CAST U-BARS IN WITH
PRECAST WALL.
03. PROVIDE (2)-#5 TIES BUNDLED IN FIRM CONTACT AT 4" OC SPACING FROM
ELEVATION 98'-0" TO 106'-0" PROVIDE #5 TIES AT 4" OC SPACING FROM
ELEVATION 106'-0" TO TOP OF WET JOINT. CAST U-BARS IN WITH PRECAST
WALL.
SCALE: NOT TO SCALE
A3
TYPICAL PRECAST LEDGE DETAIL
SCALE: 3/4" = 1'-0"
C3
PRECAST T-JOINT DETAIL
SCALE: 3/4" = 1'-0"
A1
TYPICAL DOWEL REINFORCEMENT
SPACING AT OPENINGS
A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE
SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
B. CONCRETE BEAM REINFORCING SCHEDULE IS SHOWN ON SHEET
14CC-S-520.
C. CONTRACTOR TO COORDINATE BEAM STIRRUP AND
DOWEL LOCATIONS WITH PRECAST MANUFACTURER TO
ENSURE PROPER ALIGNMENT WITH PRECAST WALL DOWEL DUCTS.
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
S
T R
U C
T D
E T
A
IL
C O
R R
D
E C
E M
B E
R
12/4/2024
12/12/2024
RETAINING WALL
REFER TO OTHER DETAILS FOR RETAINING
WALL REINF REQUIREMENTS
14CC-S-590
A2
TOC EL 100'-0"
TOC EL 99'-11"
8" 8"
C
LR
1/
2"
SLOPE
#5@6" OC EW#5@6" OC
SEE PLAN SEE PLAN SEE PLAN
1'-6"
SEE PLAN
(8) #5
(3) #4
REINF NOT SHOWN. REFER TO TOHER DETAILS
FOR OVERHANG REINF REQUIREMENTS
DOWEL CENTERED IN
WALL MATCH ELEVATED
SLAB REINF
CIP BEAM REINF NOT SHOWN
REFER TO OTHER DETAILS
PRECAST WALL DOWELS
NOT SHOWN REFER TO
OTHER DETAILS
#5 U-BAR @ 6"
SIM
TOC EL 99'-9"
A1
14CC-S-594
TOC EL 98'-9"
1 /
8 " C
LR 8"1
U BAR TO MATCH RETAINING WALL
VERT BAR SIZE AND SPACING
#4@6" OC EW
SLOPE
#5@6" OC EW 8"
TOC EL 97'-9"
TYP
2 1/2" CLR
T Y
P
7/
C
LR
1/
" C
LR
#5 BENT BAR @ 6" OC
#5@6" OC EW
#4 L BAR @ 6" OC TYP
#5 TYP
E
Q U
A L
SIDEWALK AND RAMPS
REFER TO CIVIL DRAWINGS
#5 TYP
#5 BENT BAR @ 6" OC
8"
1'-7"
3" C
LR
EL 98'-5"
9"
CONCRETE SLAB
REFER TO CIVIL
BOC EL 99'-6"
99'-5"
TOC EL 99'-7"
BUILDING
FOUNDATION
REFER TO
OTHER DETAILS
3'-0" 1'-3"
SEE PROFILE
TOC EL VARIES
BUILDING
SUPERSTRUCTURE
REFER TO OTHER
DETAILS
#8@8" EF
REFER TO
TYPICAL
FOUNDATION
PERIMETER
DRAIN TILE
DETAIL
6'-9"
TOC EL 92'-10"
BOC EL 90'-2"
CONCRETE
CAP REFER
TO CIVIL
A1
14CC-S-594
#8@12" EW T&B
2' -0
2'-0"
#6@8" EF
REFER TO TYPICAL
FOUNDATION
PERIMETER DRAIN
TILE DETAIL
SEE SPECIFICATIONS
FOR SUBGRADE
PREPARATION
1' -0
1'-0"
NON-PERMEABLE
SOIL AS SPECIFIED
FINISHED GRADE
REFER TO CIVIL
STRUCTURE
BACKFILL AS
REQUIRED
MINIMUM LIMITS
OF STRUCTURE
BACKFILL ACTUAL
INCLINATION OF
EXCATION SLOPE
TO BE
DETERMINED BY
CONTRACTOR
FILTER
FABRIC
TYPE A
GRAVEL OR
CRUSHED STONE.
SEE SPECIFICATION
2'-0"
1' -6
1'-3"
#6@8" OC
#4 U-BAR @8" OC
INTENTIONALLY ROUGHEN
FOUNDATION SURFACE
32.7 3.3
WALL ELEVATION
WORK POINT TYP
REFER TO CIVIL
TOC EL
A3
14CC-S-594
C2
14CC-S-594
A3
14CC-S-594
NOTES: REFER TO CIVIL FOR LOCATION OF
WALL PROFILE WORK POINTS
4'-9"
REFER TO CIVIL 18'-5" REFER TO CIVIL
REFER TO CIVIL
TOC EL
TYP
1'-0"
TOC EL 99'-9"
CANOPY PRECAST WALL
BY PRECAST MFG.
CANOPY WALL DOWEL
BY PRECAST MFG.
REINF NOT SHOWN REFER TO
OTHER DETAILS FOR OVERHANG
REINF REQUIREMENTS
TOPPING SLAB REINF NOT
SHOWN REFER TO ORTHOGONAL
CROSS SECTION THIS SHEET
1" G
R O
U T
SEE OTHER DETAILS
TOC EL VARIES
9"
1' -0
10"
8"
#5@6"
#5@6"
#5@6" #5@6" EW
SEE CIVIL
SS ABLUSTER AND ANCHORAGE
(DELEGATED DESIGN ITEM)
T Y
P 3"
C
LR
TOC SEE PLAN
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
S
IT
E
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
BC
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
AWK/DMK
KYM
/3 /2
:1 :3
A
M
C R e v it \l o c a l_
\P
C C
A
S
S to
.r v t
14CC-S-594
C O
M M
A N
D C
E N
T E
R
E X
T E
R
IO
R S
T A
IR
S
E C
T
IO
N S
A N
D D
E T
A
IL
S
KMO
17323582
AOB ARK
G U
A M
C C
-S -5
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
1/2" = 1'-0" 0 2' 4' 6'1'
3/8" = 1'-0" 0 2' 4' 8'1'
1/8" = 1'-0" 0 8' 16' 24'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
SHEET NAMING CONVENTION
SCALE: 1/2" = 1'-0"
C2
SECTION
SCALE: 1/2" = 1'-0"
A3
SECTION
SCALE: 1/8" = 1'-0"
A1
RETAINING WALL PROFILE
SCALE: 3/8" = 1'-0"
B1
SECTION
A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE
SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
SCALE: 1/2" = 1'-0"
C1
SECTION
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
S
T R
U C
T D
E T
A
IL
C O
R R
D
E C
E M
B E
R
XXX
PRECAST FLOOR PENETRATION FOR CONDUITS 1.5 INCH AND
LARGER. WORKPOINT IS LOCATED AT THE CENTER OF OPENING.
SEE CONDUIT PENETRATION…
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