Am-0010 Attachment 2_Revised Drawings_Signed.pdf
PDF 24 MB Posted
- Solicitation number
- N6274225R1301
About this file
This is a revised drawings file ("Am-0010 Attachment 2_Revised Drawings_Signed.pdf") for a design-bid-build construction project to build a Guam Defense Radar System Command Center and associated facilities at Joint Region Marianas, Guam. The project, estimated between $250-500 million, includes construction of a command center, power generation facility, switchgear building, fuel storage facility, and entry control facility.
The construction requires specialized elements including demolition of existing housing, civil site work, concrete construction meeting ICC-500 Storm Shelter requirements, a 150-foot galvanized steel antenna tower, seismic isolation bearings, and security infrastructure for SSL-C and IESS systems. The contract includes five pre-priced options for additional generators, fuel tanks, UPS systems, and B-side systems. The completion period is 1,323 calendar days, with a pre-proposal site visit scheduled for December 11, 2024, at 9:00 AM ChST. The RFP will be available on October 30, 2024, through SAM.gov, with proposals evaluated on experience, small business utilization, safety, management plan, and past performance.
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A
ABT
AC
AF
AFF
AFG
AIC
A/M
AM
AMC
AMI
AMP
AMRS
APPROX
AOL
AOC
AS
AT
AWG
AUX
BATT
BC
BCLS
BCS
BD
BDA
BDB
BET
BF
BFI
BK
BKR
BL
BLDG
BLK
BLS
BMLS
BMS
BMS
BMW
BMWS
BN
C
CAB
CAM
CATV
CB
CBC
CBT
CBM
CC
CCTV
CCVT
CDB
CER
CGB
CJB
CKT
CL
CLSM
CMH
CMR
CMT
CNV
COMM
CONN
CP
CPB
CPMM
CPP
CPR
CPT
CPTR
CR
CRAC
CRD
CRIB
CS
CT
CT
CTB
CTL
CU
CV
DA
DAS
DB
DC
DCP
DCS
DDC
DEM
DG
DIB
DIST
DLDB
DLLB
DLS
DMM
DP
AMPERES
AUTOMATIC BYPASS TRANSFER SWITCH
AUTOMATION CONTROLLER
AMP FRAME
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
AMPERE INTERRUPTING CAPACITY
AUTO/MANUAL SWITCH
AMMETER
AUTO-MANUAL CONTROL
ADVANCED METERING INFRASTRUCTURE METER
AMPERE
ADVANCE METER READING SYSTEMS
APPROXIMATELY
ANNUNCIATOR ON LIGHT
ANALOG OUTPUT CONVERTER
AMMETER SWITCH/AIR SWITCH
AMP TRIP
AMERICAN WIRE GAUGE
AUXILIARY
BATTERY
BATTERY CHARGER
BCLS LAN SWITCH
BUILDING CONTROL SYSTEM
BUS DUCT
BUS DIFFERENTIAL A
BUS DIFFERENTIAL B
BUILDING ENTRANCE TERMINAL
BREAKER FAILURE
BREAKER FAILURE INITIATE
BLACK
BREAKER
BLUE
BUILDING
BLACK
BURIED LINE SENSOR
BMS LAN SWITCH
BALANCED MAGNETIC SWITCH
BUILDING MANAGEMENT SYSTEM
SYSTEM BMS WORKSTATION
BISTATIC MICROWAVE SENSOR
BROWN
CLOSE, CONDUIT
CABINET
CAMERA (FIXED OR PTZ)
CABLE TELEVISION
CIRCUIT BREAKER
CIRCUIT BREAKER CLOSE CIRCUIT
CIRCUIT BREAKER TRIP CIRCUIT
CIRCUIT BREAKER METER CIRCUIT
COMMUNICATIONS CABINET
CLOSED CIRCUIT TELEVISION
COUPLING CAPACITOR VOLTAGE TRANSFORMER
COMMUNICATIONS DUCT BANK
COMMUNICATIONS EQUIPMENT ROOM
COMMUNICATIONS GROUND BAR
CAMERA JUNCTION BOX
CIRCUIT
CLASS
CONTROLLED LOW STRENGTH MATERIAL
COMMUNICATIONS MANHOLE
CONTACT MAPPING RECEIVER
CONTACT MAPPING TRANSMITTER
FREQUENCY CONVERTER
COMMUNICATION
CONNECTED OR CONNECTION
CONTROL PANEL
COMMUNICATIONS PULLBOX
CRITICAL POWER MONITORING MODULE
COPPER PATCH PANEL
COMMUNICATIONS PROCESSOR
CONTROL POWER TRANSFORMER
CONTROL POWER TRANSFORMER RELAY
CARD READER
COMPUTER ROOM AIR CONDITIONER
CONTROL RELAY
CARD READER INTERFACE BOARD
CIRCUIT BREAKER CONTROL SWITCH/CONTROL
STATION CURRENT TRANSFORMER
CABLE TRAY
CURRENT TEST BLOCK
CONTROL
COPPER
CABLE VAULT
DIGITAL AMMETER
DURESS ALARM SWITCH
DIRECT BURIED
DIRECT CURRENT/DC PANEL BOARD
DOOR CONTROL PANEL, DIRECT CURRENT PANELBOARD
DIGITAL CONTROL SYSTEM
DIRECT DIGITAL CONTROL
DEMAND
DIESEL GENERATOR
DEVICE INTERFACE BOX
DISTANCE
DEAD LINE DEAD BUS
DEAD LINE LIVE BUS
LAN SWITCH
DIGITAL MULTIMETER (AMPS, VOLTS, FREQUENCY,
WATTS, VARS, WATTHOURS, VARHOURS, POWER FACTOR)
DISTRIBUTION PANEL (POWER)
DRI
DS
DSLC
DVR
E
EB
ECB
EDB
EF
EMS
EMT
EHH
ELEC
ELEV
ELN
EMCP
EMCS
EMH
EMI
EMT
ENCL
EINU
EP
EQ
EQUIP
EST
ETM
ETU
EXC
(F)
FCU
FM
FO
FOC
FODC
FODP
FOPP
FORX
FOT
FOTM
FOTX
FPR
GAL
G,GN
GB
GAT
GFCI
GFDP
GND
GOC
GPR
GPS
GTB
GW
GWB
H
HD
HID
HMI
HOA
HP
HS
HTC
HTP
HVAC
HWM
HZ
I&C
ICD
ICS
ICM
IDA
IDB
IDF
IDS
IDRI
IESS
IJB
IMC
IND
INSTR
INV
IPP
IPT
IS
ISC
JB
KAIC
KP
KV
KVA
KVAR
KVH
KW
KWH
DUEL READER INTERFACE
DISCONNECT SWITCH
DIGITAL SYNCHRONIZER LOAD CONTROL
VOLTAGE REGULATOR
EAST
ELECTRIFIED BOLT
ENCLOSED CIRCUIT BREAKER
ELECTRIC DUCT BANK
EXPANSION FITTING
ENERGY MANAGEMENT SYSTEM
ELECTRICAL METALLIC TUBING
ELECTRICAL HANDHOLE
ELECTRICAL
ELEVATION
EXECUTION LEVEL NODE
ENGINE MONITORING AND CONTROL
ENERGY MONITORING AND CONTROL SYSTEM
ELECTRICAL MANHOLE
ELECTROMAGNETIC INTERFERENCE
ELECTRICAL METALLIC TUBING
ENCLOSURE
ETHERNET NETWORK INTERFACE UNIT
EXPLOSION PROOF
EQUAL
EQUIPMENT
ESTIMATED
ELAPSED TIME METER
ELECTRONIC TRIP UNIT
EXCITER
FUTURE
FAN COIL UNIT
FREQUENCY METER
FIBER OPTIC, FUEL OIL
FIBER OPTIC TO COPPER CONVERTER
FIBER OPTIC DUCT CABLE
FIBER OPTIC DISTRIBUTION PANEL
FIBER OPTIC PATCH PANEL
FIBER OPTIC RECEIVER
FIBER OPTIC TRANSCEIVER
FIBER OPTIC TRANSCEIVER/MULTIPLEXER
FIBER OPTIC TRANSMITTER
FEEDER PROTECTIVE RELAY
GALVANIZED
GREEN,GROUND
GROUND BAR
GENERATOR AUXILIARY TERMINAL BOX
GROUND FAULT CIRCUIT INTERRUPTER
GROUND FAULT DETECTION PANEL
GROUND
GATE OPERATOR AND CONTROLLER
GENERATOR PROTECTIVE RELAY
GLOBAL POSITIONING SATELLITE
GENERATOR TERMINAL BOX
GROUNDING WELL
GYPSUM WALL BOARD
HIGH OR HANDHOLE OR HOUSE POWER
HYDROGEN DETECTOR
HIGH INTENSITY DISCHARGE
HUMAN MACHINE INTERFACE
HAND-OFF-AUTO SWITCH
HORSEPOWER
HAND SWITCH
HEAT TRACE CONTROLLER
HEAT TRACE PANEL
HEATING, VENTILATION, AIR
CONDITIONING HORIZONTAL WIRE MANAGEMENT
HERTZ
INSTRUMENTATION AND CONTROLS
INTELLIGENCE COMMUNITY DIRECTIVE
INTELLIGENCE COMMUNITY STANDARD
INPUT CONTROL MODULE
IRIG-B DISTRIBUTION AMPLIFIER
INTERIOR DISTRIBUTION BOX
INTERMEDIATE DISTRIBUTION FRAME
INTRUSION DETECTION SYSTEM
INTELLIGENT DUEL READER INTERFACE
INTEGRATED ELECTRONIC SECURITY SYSTEM
INSTRUMENT JUNCTION BOX
INTERMEDIATE METAL CONDUIT
INDICATION
INSTRUMENT
INVERTER
INVERTER POWER PANEL
IRIG-B PROTOCOL TRANSLATOR
INTEGRATED SWITCHBOARD
INTELLIGENT SYSTEM CONTROLLER
JUNCTION BOX
KILOVOLT-AMPERES INTERRUPTING
KEYPAD
CAPACITY KILOVOLTS
KILOVOLT AMPERES
KILOVAR
KILOVARHOUR
KILOWATTS
KILOWATTHOUR
L
LAN
LB
LBA
LBS
LC
LCP
LDB
LDR
LLDB
LLLB
LOC
LOR
LP
LREX
L/R
LSI
LTC
LTS
LV
LVS
MBS
MBP
MCB
MCC
MCGB
MCOV
MCP
MCS
MDP
MECH
MGB
ML
MLO
MN
MOC
MOC
MOG
MOV
MPZ
MR
MS
MSB
MSLC
MSPC
MTL
MTR
MTS
MUX
MV
MVA
MVS
N/A
NC
NE
NGR
NIC
NIU
NLTC
NM
NO
NRTL
NSW
NTPS
NTS
NW
O
OBA
O/C
OD
OHGW
OLTC
OPGW
OL
P
PBB
PS
PA
PB
PCH
PCLS
PCMC
PCMS
PCP
PCS
PCW
PDB
PDM
PDU
PF
PFB
PGB
LOCAL
LOCAL AREA NETWORK
LOAD BANK
LOW BATTERY ALARM
POUNDS
LIGHTING CONTRACTOR
LOCAL CONTROL PANEL
LIGHTING DUCTBANK
LOAD DETECTION RELAY
LIVE LINE DEAD BUS
LIVE LINE LIVE BUS
LIMITS OF CONSTRUCTION
LOCKOUT RELAY
LIGHTING PANELBOARD
LEVER REQUEST TO EXIT DEVICE
LOCAL/REMOTE SWITCH
LEAD SYSTEM INTEGRATOR
LOAD TAP CHANGER
LIGHTS
LOW VOLTAGE (600V OR LESS)
LOW VOLTAGE SWITCHGEAR
MAINTENANCE BYPASS SWITCHGEAR
MANUAL BYPASS
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MAIN COMMUNICATIONS GROUND BAR
MAXIMUM CONTINUOUS OPERATING VOLTAGE
MOTOR CIRCUIT PROTECTOR
MAIN CIRCUIT SWITCH
MAIN DISTRIBUTION PANEL
MECHANICAL
MAIN POWER GROUND BAR
MORTISE LOCK
MAIN LUGS ONLY
MAIN
MECHANISM OPERATED CELL SWITCH
MECHANISM OPERATED CONTACT
MOTOR OPERATED GATE
METAL OXIDE VARISTOR
MINI POWER ZONE
MULTIPLE-RATIO
MOTOR STARTER, MOTION SENSOR
MAIN SWITCHBOARD
MASTER SYNCHRONIZER AND LOAD CONTROL
MAIN SERVICE PACKAGED POWER CENTER
METAL
METER, MOTOR
MANUAL TRANSFER SWITCH OR METER TEST SWITCH
MULTIPLEXER
MEDIUM VOLTAGE
MEGAVOLT-AMPERES
MEDIUM VOLTAGE SWITCHGEAR
NOT APPLICABLE
NORMALLY CLOSED
NORTHEAST
NEUTRAL GROUNDING RESISTOR
NOT IN CONTRACT
NETWORK INTERFACE UNIT
NO LOAD TAP CHANGER
NANOMETERS
NUMBER, NORMALLY OPEN
NATIONALLY RECOGNIZED TESTING LABORATORY
NETWORK SWITCH
NETWORK TIME PROTOCOL SERVER
NOT TO SCALE
NORTHWEST
ORANGE
ON BATTERY ALARM
OVERCURRENT
OVERHEAD DOOR
OPERATOR OVERHEAD
ON LOAD TAP CHANGER
OPTICAL GROUND WIRE
OVERLOAD
POLE
PRIMARY BUSBAR, TELECOM
POWER SUPPLY
PUBLIC ADDRESS
PULLBOX
PCMS LAN HUB
PCMS LAN SWITCH
PCMS CONTROLLER
POWER CONTROL AND MONITORING
SYSTEM PCMS PRINTER
PCMS SERVER
PCMS WORKSTATION
POWER DUCTBANK
POWER DISTRIBUTION MODULE
POWER DISTRIBUTION UNIT
POWER FACTOR
PROVISION FOR BREAKER
POWER GROUND BAR
PIR
PLC
PMG
PMS
POS
PP
PQLS
PQM
PQMS
PQS
PR
PQW
PST
PT
PTB
PTZ
PVC
PVT
PWR
QTY
R
RAF
RECT
RF
RIO
RL
RM
RMC
RPM
RTAC
RTU
S
SA
SABT
SB
SBB
SBC
SCADA
SCC
SE
SEC
SECT
SGB
SH
SIM
SLD
SMF
SOE
SOO
SP
SPD
SQ
SRG
SS
SSDA
SSR
STB
STC
STCP
STD
STHWEST
STOR
SUB
SUPV
SUS
SUS-GB
SUS-SBB
SW
SWBD
SWGR
T
TA
TAS
TB
TBB
TBC
TBD
TC
TCB
TEBC
TFL
TH
THD
THWN
TL
TMDE
TOC
TOT
TP
TPP
TS
TVSS
TYP
UL
UH
UMS
UNO
UPS
UT
PASSIVE INFRARED MOTION SENSOR
PROGRAMMABLE LOGIC CONTROLLER
PERMANENT MAGNET GENERATOR
PAD-MOUNTED SWITCH
POSITION OF SWITCH
POWER PANEL
POWER QUALITY LAN SWITCH
POWER QUALITY METER
POWER QUALITY MONITORING SYSTEM
PQMS SERVER
PAIR/POWER RECEPTACLE (480V)
PQW WORKSTATION
PHASE SHIFTING TRANSFORMER
POTENTIAL TRANSFORMER
POTENTIAL TEST BLOCK
CAMERA PAN-TILT-ZOOM POLYVINYL
POLYVINYL CHLORIDE CONDUIT
POTENTIAL VOLTAGE TRANSFORMER
POWER
QUANTITY
REMOTE
RAISED ACCESS FLOOR
RECEPTACLE, POWER
RADIO FREQUENCY
REMOTE INPUT/OUTPUT UNIT
REMOTE/LOCAL
ROOM
RIGID METAL CONDUIT
REVOLUTIONS PER MINUTE
REAL-TIME AUTOMATION CONTROLLER
REMOTE TERMINAL UNIT
SLIP FITTING, SOUTH
SURGE ARRESTER
STATIC AUTOMATIC BYPASS TRANSFER
SHORTING BLOCK
SECONDARY BUSBAR, TELECOM
SECONDARY BONDING CONDUCTOR
SUPERVISORY CONTROL AND DATA ACQUISITION
SYSTEM CONTROL CABINET
SOUTHEAST
SECONDS
SECTIONALIZING CABINET
SUB-GROUND BAR
SHEET
SENSOR INPUT MODULE
SINGLE LINE DIAGRAM
SINGLE MODE FIBER
SEQUENCE OF EVENTS
SEQUENCE OF OPERATION
SYSTEM PROCESSOR, SPARE
SURGE PROTECTION DEVICE
SQUARE
SIGNAL REFERENCE GRID
STAINLESS STEEL OR SYNCHRONIZING SWITCH
SURGE SUPPRESSION DATA
SOLID STATE REGULATOR
SHORTENING TERMINAL BLOCK
SOUND TRANSMISSION CLASS
SHUNT TRIP CONTROL PANEL
STANDARD
SOUTHWEST
STORAGE
SUBSTATION
SUPERVISORY
SPECIAL USE SPACE
SPECIAL USE SPACE GROUND BAR
SPECIAL USE SPACE SECONDARY BONDING BUSBAR
SWITCH OR SOFTWARE (VALUE GENERATED INTERNALLY)
SWITCHBOARD
SWITCHGEAR
TANK
TROUBLE ALARM
TAMPER ALARM SWITCH
TERMINAL BLOCK
TELECOMMUNICATIONS BONDING BACKBONE
TELECOMMUNICATIONS BONDING CONDUCTOR
TO BE DETERMINED
TIMECLOCK
TRANSFORMER CONTROL BOX
TELECOMMUNICATIONS EQUIPMENT BONDING CONDUCTOR
THROUGH FEED LUGS (PANELBOARD)
TRANSFORMER HIGH-SIDE
TOTAL HARMONIC DISTORTION
THERMOPLASTIC HEAT AND WATER RESISTANT NYLON COATED
TRANSFORMER LOW-SIDE
TEST MEASUREMENT AND DIAGNOSTIC EQUIPMENT
TRUCK OPERATED CONTACT
TOTAL
TRANSFORMER PRIMARY
TELEPHONE PATCH PANEL
TEMPERATURE SWITCH, TEST SWITCH
TRANSIENT VOLTAGE SURGE SUPPRESSOR
TYPICAL
UNDERWRITERS LABORATORIES
UNIT HEATER
UTILITY MONITORING SYSTEM
UNLESS NOTED OTHERWISE
UNINTERRUPTIBLE POWER SUPPLY
UNLOAD TRIP
V
VAC
VAR
VARH
VCB
VDC
VFD
VSD
VOIP
W W/
WH
WHD
WP
WW
XDB
XDR
XFMR
Y
ZB
VOLTAGE
AC VOLTS
VOLT AMPERE REACTIVE
VARHOUR
VACUUM CIRCUIT BREAKER
VOLTS DIRECT CURRENT
VARIABLE FREQUENCY DRIVE
VARIABLE SPEED DRIVE
VOICE OVER INTERNET PROTOCOL
WHITE, WIRE, WIDTH, WEST
WITH
WATER HEATER
WATT HOUR DEMAND
WEATHERPROOF
WIREWAY
SECURITY DUCTBANK
TRANSDUCER
TRANSFORMER
YELLOW
ZONE BOX
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
A/E Task Order No. N6274223F0324
A N
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ZAF JLL
G U
A M
G I-
E -0
FINAL DESIGN SUBMITTAL
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
G
E N
E R
A L
U P
D A
T E
S
J A
N U
A R
Y
01/09/2025
01/15/2025
A - ANALOG INSTRUMENTATION
B - COMMUNICATIONS
C - CONTROLS
D - DATA-CONTROL NETWORK
P - POWER
X - SECURITY
I - PT/CT CIRCUITS
SYSTEM
RACEWAY TYPE
EMT - ELECTRICAL METALLIC TUBING
PVC - POLYVINYL CHLORIDE
RAC - RIGID ALUMINUM CONDUIT
RGS - RIGID GALVANIZED STEEL
LFMC - LIQUIDTIGHT FLEXIBLE METAL CONDUIT
PRGS - PVC-COATED RGS
TRAY - CABLE TRAY
PRAC - PVC-COATED RIGID ALUMINUM CONDUIT
EXAMPLE: L14CC-1288A1
L - INDICATES A RACEWAY
R - INDICATES ABOVEGROUND RACEWAY
U - INDICATES UNDERGROUND RACEWAY
T - INDICATES ABOVEGROUND CABLE TRAY
14 - SITE #
01 - SITE 01
02 - SITE 02
14 - SITE 14
CC - BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
PP - POWER PLANT
ST - SITE
SF - SECURITY FORCES
1288 - IDENTIFIER NUMBER
A1 - OPTIONAL MODIFIER (SEE NOTE 1)
RACEWAY NUMBER
CIRCUIT NUMBER
EXAMPLE A: 3-D-8
1-D-10G
EXAMPLE B:
(2)3-X-500 (2)2-X-500N (2)1-X-1G
EXAMPLE A: INDICATES 3 "D" TYPE CABLES OF SIZE 8 AWG AND 1 "D" TYPE
CABLE OF SIZE 10 AWG FOR GROUND (G). AN "N" INDICATES A
NEUTRAL. THE CABLE TYPES PAGE DEFINES WHAT A "D" CABLE IS.
EXAMPLE B:
INDICATES TWO PARALLEL FEEDERS OF TYPE "X" CABLE.
NUMBER OF CABLES AND TYPE OF CABLE
RACEWAY TYPE CIRCUITS
CIRCUITS THAT ARE
ROUTED IN THE RACEWAY
RACEWAY TYPE
SIZE OF RACEWAY
RACEWAY NUMBER
REVISION NUMBER
SIZERV
RACEWAY SCHEDULE LEGEND
CIRCUIT TO NO.-TYPE
NUMBER OF CABLES
TO EQUIPMENT/DEVICE
FROM EQUIPMENT/DEVICE
CIRCUIT NUMBER
REVISION NUMBER
FROMRV
CIRCUIT SCHEDULE LEGEND
ROUTING
RACEWAY THAT THE CIRCUIT
IS ROUTED THROUGH
SHEET NOTES
1. EXAMPLE: R14CC-1288-A1 INDICATES CONDUIT A1 OF DUCTBANK R14CC-1288.
FOR NON DUCTBANK APPLICATIONS THE MODIFIER INDICATES REDUNDANCY
(EG. A AND B).
2. EXAMPLE: P14PP-1288A/P14PP-1288B INDICATES REDUNDANT CABLES
SERVING SAME LOAD
3. EXAMPLE: EMH-101A INDICATES MISSION CRITICAL ELECTRICAL MANHOLE
ALONG A SIDE PATHWAY.REMARKS
NOTES
EXAMPLE: L14CC-1234B
L - SYSTEM (A,T,C,D,P,S OR I)
14 - SITE #
01 - SITE 01
02 - SITE 02
14 - SITE 14
CC - BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
PP - POWER PLANT
ST - SITE
SF - SECURITY FORCES
1234 - IDENTIFIER NUMBER
B - OPTIONAL MODIFIER (SEE NOTE 2)
NUMBER OF CONDUITS
NUMBER OF
CONDUITS
SITE ELECTRICAL RACEWAY IDENTIFIER TYPE
0001 - 0999 GENERATOR (PP) POWER
1001 - 1999 MISSION CRITICAL POWER
2001 - 2999 MISSION SUPPORT/NON-MISSION POWER
3001 - 3999 LIGHTING POWER (SITE/LDB)
4001 - 4499 DC POWER
4501 - 4999 UPS POWER
5001 - 5999 COMMUNICATIONS
6001 - 6999 PCMS/PQMS
7001 - 7999 BCS
8001 - 8999 POWER CONTROL CIRCUITS
9001 - 9999 SECURITY
REMARKS
NOTES
SITE ELECTRICAL CIRCUIT IDENTIFIER TYPE
0001 - 0999 GENERATOR (PP) POWER
1001 - 1999 MISSION CRITICAL POWER
2001 - 2999 MISSION SUPPORT/NON-MISSION POWER
3001 - 3999 LIGHTING POWER (SITE/LBD)
4001 - 4499 DC POWER
4501 - 4999 UPS POWER
5001 - 5999 COMMUNICATIONS
6001 - 6999 PCMS/PQMS
7001 - 7999 BCS
8001 - 8999 POWER CONTROL CIRCUITS
9001 - 9999 SECURITY
SITE ELECTRICAL MANHOLE/HANDHOLE IDENTIFIER TYPE (EMH/EHH-XXXB)
001 - 099 GENERATOR (PP) POWER
101 - 199 MISSION CRITICAL POWER (B - OPTIONAL MODIFIER (SEE NOTE 3))
201 - 299 MISSION SUPPORT/NON-MISSION POWER
301 - 399 LIGHTING POWER (SITE/LDB)
401 - 499 NOT USED
501 - 599 NOT USED (REFER TO TS SERIES SHEETS)
601 - 699 NOT USED
701 - 799 NOT USED
801 - 899 NOT USED
901 - 999 NOT USED (REFER TO TY SERIES SHEETS)
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
A/E Task Order No. N6274223F0324
A N
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14GI-E-004
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17323206
ZAF JLL
G U
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G I-
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FINAL DESIGN SUBMITTAL
S Y
M D
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C R
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TI
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D A
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A
P P
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C O
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J A
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EIS
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EIS
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EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EISEIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EISEISEISEISEIS
EIS
EIS
EIS
EIS EIS EIS EIS EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EI
S
EI
S
EI
S
EI
S
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EI
S
EI
S
EI
S
EI
S
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EISEISEISEIS
EIS
EIS
EISEISEISEIS
EDB
EDB
EDB
EDB
EDB
EDB
EDB
SS
SS
SS
SS
SS
SS
SS
UHH
UHH
UHH
UHH
UHH
UHH
STOP
STOP
STOP
STOP
STOP
STOP
YIELD
STOP
STOP
UHH
BURIED
CABLE
BCM
UHH
UHH
BCM
BCM
CONSTRUCTION ENTRANCE
SECURE STORAGE
AREA 0.9 ACRES
MINIMUM, SEE NOTE G.
SWITCHGEAR BUILDING
COMMAND CENTER
POW
ERS AVE
SANTA ROSA BLVD
BONNIS BLV
D
BONNIS BLVD
POW
ERS AVE
OMALLEY AVE
SECURITY FENCE WITH
BARBED WIRE (FE-6).
SEE SHEETS 14ST-C-506
THROUGH 14ST-C-507
FOR DETAILS
SECURITY FENCE WITHOUT BARB WIRE
(FE-5).SEE SHEETS 14ST-C-506 THROUGH
14ST-C-507 FOR DETAILS
MOBILE AVE.
NEW YORK AVE.
FI
FT
H S
T.
FO
U
R
TH
S T.
GOVERNMENT
LAYDOWN AREA
SEE NOTE F.
MISSION SYSTEMS CONTRACTOR
LAYDOWN AREA SEE NOTE F.
CONTRACTOR
LAYDOWN AREA
SEE NOTE F.
FUTURE GENERAL PURPOSE
WAREHOUSE (BY OTHERS)
APPROXIMATE LOCATION FOR CONNECTION TO EXISTING
ELECTRIC AT MH 169-1. PROVIDE 250kva @208V
SECONDARY TRANSFORMER AND NEW SWITCHGEAR TO
CONNECT MEDIUM VOLTAGE LINES. FED FROM FEEDER 65.
SEE NOTE N.
CONNECTION TO EXISTING FIRE
HYDRANT FOR TEMPORARY WATER
SUPPLY
DIESEL GENERATOR YARD
FUEL TANKS
ENTRY CONTROL CANOPY
CONSTRUCTION TRAILER AREA FOR
GENERAL CONTRACTOR AND
CONSTRUCTION GOVERNMENT CONTRACT
ADMINISTRATION. SEE SPECIFICATIONS
FOR REQUIREMENTS. COORDINATE FINAL
LOCATION WITH CONTRACTING OFFICER.
W W
W W
W W W
EDB EDB EDB
ED
B
ED
B
PROVIDE TEMPORARY ELECTRICAL
CONNECTION, SEE NOTE N.
PROVIDE A TEMPORARY WATER
CONNECTION
PROVIDE TEMPORARY ELECTRICAL
CONNECTION, SEE NOTE N.
PROVIDE A TEMPORARY
WATER CONNECTION
FUTURE FUEL TANKS
(BY OTHERS)
W
EDB
EDB
APPROXIMATE LOCATION FOR CONNECTION TO EXISTING
ELECTRIC. PROVIDE 250kva @208V SECONDARY
TRANSFORMER AND NEW SWITCHGEAR TO CONNECT
MEDIUM VOLTAGE LINES. FED FROM FEEDER 65. SEE NOTE O.
PROVIDE TEMPORARY ELECTRICAL
CONNECTION
CONNECTION TO EXISTING FIRE
HYDRANT FOR TEMPORARY WATER
SUPPLY
PROVIDE A TEMPORARY
WATER CONNECTION
SECURITY FENCE WITH
BARB WIRE (FE-6). SEE
SHEETS 14ST-C-506
THROUGH 507 FOR
DETAILS
SECURE ENTRANCE
GATE
ENTRY CONTROL LOCATION. CONTRACTOR MUST PROVIDE
GRADING AND PERIMETER FENCING TO SUPPRORT THE
ENTRY CONTROL STRUCTURE.
SECURE GATE TO BE LOCATED ANY
WHERE ALONG INDICATED PERIMETER
DETENTION
BOUNDARY
DETENTION
PERIMETER
FENCE
OFF-SITE LAYDOWN AREA
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
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE(S)
PR
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JE
C
T
SI
TE
CO
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AN
D
CE
NT
ER
AN
D
ER
SE
N A
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F
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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
A1 SCALE:
CONSTRUCTION PLANNING
1" = 150'
AS NOTED
TFPSMMJDB
17323183
14GI-G-022
C O
N
ST
R U
C
TI
O N
P
LA
N N
IN
G
A. SEE SHEET 14GI-G-021 FOR HAUL ROUTE.
B. SEE SHEET 14GI-G-023 FOR CONSTRUCTION LIMITS.
C. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.
D. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.
E. SEE SHEET 14GI-C-003 FOR CIVIL ABBREVIATIONS.
F. OFF-SITE LAYDOWN AREA: CONTRACTOR MUST PROVIDE
THREE SEPARATE FENCED AREAS. PROVIDE ONE (1) GATE
FOR EACH AREA (TOTAL OF THREE (3) GATES). THE AREA
DEDICATED FOR GOVERNMENT AND THE MISSION
SYSTEMS CONTRACTOR MUST BE A MINIMUM OF 2 ACRES
EACH. THESE AREAS WILL BE USED BY OTHERS DURING
CONSTRUCTION. THE THIRD AREA WILL BE FOR THE
CONTRACTOR. CONTRACTOR MUST PROVIDE AN
AGGREGATE SURFACE FOR ALL LAYDOWN AREAS THAT
WILL SUPPORT PLANNED EQUIPMENT AND MATERIALS
REQUIRED FOR CONSTRUCTION.
G. COORDINATE AND PREPARE THE SECURE STORAGE AREA
FOR THE SPECIAL USE SPACE CONSTRUCTION SECURITY
PLAN (CSP) REQUIREMENTS. PROVIDE A SECURITY FENCE
WITH BARBED WIRE (FE-6) AROUND THE PERIMETER OF
THE SECURE STORAGE AREA AND PROVIDE TWO (2)
GATES. COORDINATE THE FINAL LOCATION OF THE GATES
WITH THE CONTRACTING OFFICER. PROVIDE A MATERIAL
ON THE FENCE THAT COMPLETELY OBSCURES VISION
FROM THE OUTSIDE. VISION SCREENING CAN BE
ACCOMPLISHED WITH PRIVACY SLATS INSTALLED,
ALUMINUM SHEETING OR OTHER MATERIAL THAT CAN
COMPLETELY OBSCURES VISION ONTO THE AREA. THIS
AREA MUST BE GRADED PER THE FINISH GRADE SHOWN
ON THE GRADING DRAWINGS. PROVIDE AN AGGREGATE
SURFACE FOR THE AREA TO SUPPORT HEAVY
CONSTRUCTION TRAFFIC. THIS AREA WILL BE USED BY
OTHERS DURING THE DURATION OF CONSTRUCTION.
COORDINATE THE WORK FOR THE SPECIAL USE SPACE
WITHIN THE COMMAND CENTER TO ALLOW A SHARED
SPACE WITHIN THE SECURE STORAGE AREA.
H. FENCE ALIGNMENTS AND COORDINATES FOR LAYDOWN
AREAS ARE SHOWN FOR REFERENCE ONLY. FINAL
ALIGNMENT MUST BE COORDINATED AND APPROVED WITH
THE CONTRACTING OFFICER.
I. RESTORE THE OFF-SITE LAYDOWN AREA BACK TO
PRE-DEVELOPMENT CONDITIONS AFTER CONSTRUCTION
IS COMPLETE. THE AGGREGATE SURFACING FOR THE
SECURE LAYDOWN AREA MUST BE REMOVED AND AREA
SEEDED AFTER CONSTRUCTION IS COMPLETE.
J. CONTRACTOR MUST PROVIDE PROTECTION AND
SUFFICIENT COVER FOR TEMPORARY UTILITIES THAT WILL
ENCOUNTER HEAVY LOADS.
K. CONTRACTOR MUST PROVIDE A METER FOR TEMPORARY
UTILITIES.
L. AN APPLICATION MUST BE SUBMITTED AND APPROVED
PRIOR TO CONNECTION FOR TEMPORARY UTILITIES.
ALLOW 90 DAYS FOR THE APPROVAL PROCESS.
M. CONTRACTOR MUST PROVIDE A PERIMETER SECURITY
FENCE AROUND THE PROJECT SITE. THE FINAL GATE
LOCATIONS INDICATED ON THE PLAN MUST BE
COORDINATED WITH THE CONTRACTING OFFICER.
PROVIDE A MATERIAL ON THE FENCE THAT COMPLETELY
OBSCURES VISION FROM THE OUTSIDE. VISION
SCREENING CAN BE ACCOMPLISHED WITH PRIVACY SLATS
INSTALLED, ALUMINUM SHEETING OR OTHER MATERIAL
THAT CAN COMPLETELY OBSCURES VISION ONTO THE
AREA.
N. PROVIDE 250kVA @ 208V AS AN ALLOWANCE FOR THE
CONNECTIONS TO THE GOVERNMENT LAYDOWN AREA
AND THE MISSION SYSTEM CONTRACTOR LAYDOWN AREA.
CONTRACTOR MUST PROVIDE ADDITIONAL CAPACITY FOR
THE CONSTRUCTION TRAILER AREA FOR THE
GOVERNMENT CONSTRUCTION CONTRACT
ADMINISTRATION AS SPECIFIED IN 01 50 00.00 14 PLUS
ADDITIONAL CAPACITY FOR CONTRACTOR'S OWN NEEDS.
O. PROVIDE 250kVA @ 208V AS AN ALLOWANCE FOR THE SITE
SECURITY CONTRACTOR AS SPECIFIED IN 01 11 00.00 14.
P. THE TEMPORARY ROUTING PATH AND METHOD TO
PROVIDE TEMPORARY UTILITY CONNECTIONS TO THE
LAYDOWN AREAS IS A CONTRACTOR'S MEANS AND
METHODS. ALL TEMPORARY UTILITIES MUST BE ROUTED
UNDERGROUND AT PAVEMENT CROSSINGS AND
ADJACENT TO OR CROSSING PEDESTRIAN TRAFFIC. THE
EXISTING PAVEMENT REPLACEMENT MUST MATCH
EXISTING CONDITIONS.
Q. ALL TEMPORARY UTILITIES MUST BE REMOVED AFTER
CONSTRUCTION IS COMPLETE.
GENERAL SHEET NOTES
150 3000
IN
CH
3-INCH NO. 57 STONE
12-INCH PREPARED SUBGRADE
AGGREGATE PAVEMENT CROSS SECTION
SCALE: NTS
1" TO 3" WASHED STONE
NOTES:
1. CONTRACTOR MUST PROVIDE A PAVEMENT SECTION THAT WILL SUPPORT
CONSTRUCTION ACTIVITIES. MAINTENANCE OF THE AREA THROUGHOUT THE DURATION
OF THE CONSTRUCTION WILL BE AT THE CONTRACTOR'S EXPENSE.
2. THE 3-INCH NO. 57 STONE LAYER MUST BE 3 INCHES ABOVE THE HIGHEST POINT OF
THE 1" - 3" WASHED STONE LAYER.
LA
YD
O
W N
U
PD
AT
E
J
AN
U
AR
Y
20019
SASNA
K
DESNECI
L
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E
NI
GNE LANOI
SS
E F
O R
P
KRIB .D AUHS
OJ
01/07/2025
UNREINFORCED CONCRETE
95% COMPACTED
PREPARED
SUBGRADE
AGGREGATE BASE COURSE
T
ASPHALT BASE COURSE
PRIME COAT
AGGREGATE BASE COURSE
T
95% COMPACTED
PREPARED SUBGRADE
T = PAVEMENT THICKNESS
SEE SHEET CHART FOR THICKNESS
P
TYPE THICKNESS (IN)
6T T2
P
P2
1 4
PAVEMENT SECTION DIMENSION TABLE
P
T 2
T3 12
A1 TYPICAL ASPHALT PAVING SECTION
SCALE: NTS
C1 TYPICAL CONCRETE PAVING SECTION
SCALE: NTS
ASPHALT
CONCRETE
DIMENSION
GEOTEXTILE
GEOTEXTILE
P
"T
2"
6"
10'
T/
T/10
CONC STREET
ASPHALT SURFACE
STREET
"T
10' LENGTH
NO. 4x30" DEFORMED
BARS @ 30" C-C SPACING
SLOPE 1:4
T+ 2" 2
CONCRETE
TRANSITION
SLAB
12"
(2'-0")
MIN. 1'-6" EXST SUBGRADE
TACK COAT
NEW ASPHALT PVMT.
PRIME COAT
EXISTING ASPHALT
SAWCUT & TACK COAT
EXST. BASE COURSE
NEW BASE
COURSE
MATCH EXISTING
PAVEMENT THICKNESS
NEW TYPE 1
CONC. CURB
AND GUTTER
30"
D3 CONCRETE CURB & GUTTER AT EXISTING PAVEMENT
SCALE: NTS
C3 TYP. INTERFACE BETWEEN ASPHALT AND CONCRETE PAVEMENT
SCALE: NTS
A4 SCALE: NTS
TACK COAT TACK COAT
ASPHALT CONCRETE
SURFACE COURSE
(11
2" MIN)
SAWCUT AS
NECESSARY
TO PROVIDE
CLEAN EDGE
EXISTING ASPHALT
MILLED SURFACE
2.0'
NEW
PAVEMENT
NEW AND EXISTING ASPHALT PAVEMENT
DETAIL C - TYPICAL INTERFACE BETWEEN
2% SLOPE
SURFACE OF
PAVEMENT
3" (TYP)
3" (TYP)
2'-0"
3-#4 BARS
9"
9"
A2 RIBBON CURB
SCALE: NTS
TYPE 1 CURB AND GUTTER. SEE
THIS SHEET FOR DETAIL.
10'-0"
RIBBON CURB. SEE SHEET
CO-530 FOR DETAIL.
2% SLOPE
BC HORIZONTAL
CONTROL
POINT
SURFACE OF
PAVEMENT
AS SHOWN ON
TYPICAL SECTIONS3" (TYP)
3" (TYP)
TACK COAT
2'-0" 6"
3-#4 BARS
9"
6" 9"
4 112" 1 12" R 1 12"
NOTE:
IN TRANSITIONS, WATER MUST FLOW FROM THE
GUTTER OF TYPE 1 CURB AND GUTTER TO THE LIP OF
TYPE 2 CURB AND GUTTER AT 0.5% MIN. SLOPE.
SCALE: NTS
TYPE 1 CURB AND GUTTERB3
SCALE: NTS
AND GUTTER TO RIBBON CURBB4
TRANSITION FROM TYPE 1 CURB
BC HORIZONTAL
CONTROL
POINT
SURFACE OF
PAVEMENT
AS SHOWN ON
TYPICAL
SECTIONS
2% SLOPE
3" (TYP) 3" (TYP)
TACK COAT
2'-0" 6"
9" 6"
3-#4 BARS
9"
4 112" 1 12" R 1 12"
5" 1'
6"
8"
6"
6"
1"
FACE OF CURB
FINISHED
ROADWAY
SURFACE
A3 CONCRETE CURB
SCALE: NTS
B2 TYPE 2 CURB AND GUTTER
SCALE: NTS
SCALE N.T.S.
MOUNTABLE CURB AND GUTTERD2
6" 2'-3"
1 4"
R
1 2"
R'
4"
7"6"
3"
18"
3"
3'-0"
3"
STREET GUTTER LINE
EXISTING
GRADE
CONCRETE
#4 BARS
#4 BAR
18" OC
P3 4
P
AGGREGATE SUBBASE
P4 12
SCALE: NTS
CURB CUT
1'-0"
6" 71 4"
2"
1'-0"
VARIES
SEE PLAN
TOP OF CONCRETE CURB
FACE OF CONCRETE CURB
TOP OF TOE
1/2" R
2"
FINISHED GRADE
D1
SLOPE
B1 SCALE: NTS
CONCRETE AND EXISTING ASPHALT PAVEMENT
TYPICAL INTERFACE BETWEEN NEW
MIN. 8'
MIN. 2'-0"
EXST SUBGRADE
NEW ASPHALT PVMT.
PRIME COAT
EXISTING ASPHALT
SAWCUT & TACK COAT
EXST. BASE COURSE
NEW BASE
COURSE
MATCH EXISTING
PAVEMENT THICKNESS
NEW CONCRETE
PAVEMENT SECTION
THICKENED EDGE
NOTE:
DEMOLITION OF EXISTING ASPHALT IS NOT SHOWN
ON PLAN SHEETS.
AS NOTED
TFPSMMJDB
17323312
14ST-C-505
PA
VE
M
EN
T 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
A. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.
B. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.
C. CAST IN PLACE CONCRETE FOR PAVEMENT MUST BE A
MINIMUM 5000 PSI.
D. PAVEMENT WIDTH MAY VARY FROM THE TYPICAL
DIMENSIONS AT LOCATIONS OF NEW ROADWAY TIE IN
WITH OTHER NEW PAVEMENTS AND EXISTING
ROADWAYS. REFER TO SITE LAYOUT PLANS FOR
LAYOUT.
E. REFER TO SITE GRADING AND DRAINAGE PLANS FOR
ROADSIDE GRADE SLOPE AND DRAINAGE DITCH
CONFIGURATION. ROADSIDE GRADE SLOPES MUST NOT
BE GREATER THAN 4H:1V.
F. THE SUB LAYERS FOR THE SUPPORTING PAVEMENT
DETAILS AND CONCRETE CURB, CURB AND GUTTER,
RIBBON CURB, AND TRANSITION CURB ARE THE SAME
AS THE CONCRETE PAVEMENT SECTION. LAYERS NOT
SHOWN IN SECTION.
GENERAL SHEET NOTES
VE
H
IC
LE
B
AR
R
IE
R
A D
D
J
AN
U
AR
Y
20019
SASNA
K
DESNECI
L
R E
E
NI
GNE LANOI
SS
E F
O R
P
KRIB .D AUHS
OJ
AS NOTED
TTRMERJH
17323330
14ST-C-540
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
PIPE HEADWALL DETAILS
CL
LC
PLAN
ELEVATION SECTION ON PIPE LC
TABLE OF VARIABLE DIMENSIONS
BARS D BARS E BARS FBARS CBARS BBARS A
T1 T2 U NO. SIZE NO. SIZE NO. SIZE NO. SIZE NO. SIZE NO. SIZE
PIPE
SIZE
D
NUMBER
OF
PIPE* H L W X T/T3**
12"
18"
24"
30" 1
1 2'-0" 2'-0" 4'-113 4" 2'-8" 6"
6"
6"
6" 10"
10"
10"
10" 1'-5"
1'-5"
1'-5"
1'-5" 6"
6"
6"
6" 5
5 4
3'-6"
3'-0"
2'-6" 3'-0"
4'-0"
5'-0" 9'-113 4"
8'-31 2"
6'-71 2"
4'-2"
3'-8"
3'-2"
#4 3
3 4
#4 4
4 4
#4 2 #4 4 #4
8 4
4 6
10 4
4 4
4 12
6 4
4 12"
12"
12"
12" 4
#4
NO.SIZENO.
BARS H BARS J
SIZE NO. SIZE
BARS K
SPACING NORMAL
TO CURB
2 4
#4 - -
BARS G
#44#44
NO. SIZE
TYPICAL WINGWALL SECTION
WINGWALL
BARS F
BAR J
BARS H
BARS G
BARS A
BARS C
BARS D
BARS E AT
12" CENTERS
BARS B
BARS B
BARS E
BARS D
BARS A
BARS C
BAR J
BARS G
BARS A
BARS C
BARS G
BARS F
BARS H AT
12" CENTERS
BAR J
BARS D
BARS B
BAR E
BARS B
GENERAL NOTES:
1. REINFORCING STEEL FY = 60 KSI.
PLAN VIEW NOTES:
1. BARS D MUST BE SPACED AT 12" CENTERS.
2. BARS E MUST BE SPACED AT 12" CENTERS AND MUST BE SPACED
SYMMETRICALLY ABOUT CENTERLINE.
3. EMBED BARS F AND H INTO HEADWALL 8".
PIPE HEADWALL DETAIL NOTES:
15" 1 6" 10" 1'-5" 6" 5 42'-3" 2'-6" 6'-41 2" 2'-11" 3 4 4 4 3 4 6 4 4 4 6 4 12" 4 4 2 4 - -
* FOR MULTIPLE INSTALLATIONS HAVING MORE THAN TWO PIPES THE DIMENSION
"X" IS TO BE INCREASED BY THE VALUE D + 3D/4 FOR EACH ADDITIONAL PIPE.
ADDITIONAL BARS C & E ARE TO BE PROVIDED AND SPACED AS SHOWN.
** FOR CONCRETE CAST AGAINST THE EARTH, THE T3 DIMENSION MUST BE
INCREASED TO A MINIMUM OF 8".
*** INCREASE CLEARANCE TO A MINIMUM OF 3" IF TRENCHED.
NOTES:
1. 12-INCH THICK RIP-RAP MUST MEET THE GRADATION REQUIREMENTS
FOR 6-INCH D50 STONE SIZE.
2. BEDDING MATERIAL MUST CONSIST OF AGGREGATE BASE COURSE.
NTSA2 PIPE HEADWALL DETAILS
SCALE:
NTSB3 RIP-RAP INSTALLATION DETAIL
SCALE:
48" 1 6" 12" 1'-7" 6" 5 45'-0" 8'-0" 15'-7 8" 5'-10" 3 4 4 4 8 4 14 4 4 4 20 4 2@8", 4@10", 4@12" 10 4 2 4 - -
CL
T3
L T1
4"
U
W
X
6"
2- 1/
2"
2" CLEAR
9" TYP
6"
6"
T H
D
2" 3-
1/ 2"
2"
X
6"
T1
D
H 1'
-0
6" 2'
-0
3" 6"
2-1/2"
T3
4"
T2
2"
DIMENSIONS (FEET)
12" 4' 5' 6' 7'
15" 18" 24"
L
HEADWALL
D
TOE OF
SLOPE
L
HEADWALL
HEADWALL
L
D
12" RIPRAP
6" BEDDING
PLAN VIEW
SECTION VIEW
STORM DRAIN OR CULVERT OUTLET W/O DITCH
8'30"
GEOTEXTILE FABRIC
NTSB5 BIORETENTION BASIN DETAIL
SCALE:
NATIVE SOIL
32" SAND
4" TOPSOIL
PONDING BASIN BOTTOM
GEOTEXTILE
BI
O
R
ET
B
AS
IN
L
IM
IT
S
7-
JA
N
U
AR
Y-
JM
H
1/7/2025
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
30'
CLEAR ZONE
30'
CLEAR ZONE
EIS BOUNDARY
OMALLEY AVE
EMERGENCY GATE
26' M30P1 ACTIVE
VEHICLE BARRIER
SLIDING GATE
GT-002
POWER PLANT
EQUIPMENT YARD
+6
7.
+0
+0
H
H
MOBILE LOAD BANK
PARKING AREA
ACCESS ROAD 02
AC
C
ES
S
R O
AD
H
DD
CB
POWER PLANT
STORM DRAIN
HEADWALL (TYP)
STORM DRAIN
CATCH BASIN (TYP)
STORM DRAIN
CURB INLET (TYP)
DETENTION BASIN
DETENTION BASIN
WIND WALL
RESTRICTED AREA
BOUNDARY FENCE WITH
CABLE REINFORCEMENT
A1
14ST-C-513
ASPHALT
PAVEMENT
A1
14ST-C-505
R50.00'
S-152
S-153 S-154
S-155
S-157
S-158
S-159
S-160
S-161
S-162
S-163
R-211
F-301
F-302
F-303
R-216
R-217
R-218
21'-0"
21'-0"
ELECTRICAL
SECTIONALIZER
PAD
ELECTRICAL
MANHOLE
(TYP)
CURB AND
GUTTER
B3
14ST-C-505
CONSTRUCTION LIMITS
24' CHAINLINK
W/O BARB WIRE
SWING GATE
C1
14ST-C-507
SECURITY FENCE (FE-5)
W/O BARB WIRE
A1
14ST-C-506
A1
14ST-C-512
RETAINING
WALL
FIRE HYDRANT
(TYP)
ELECTRICAL
HANDHOLE
(TYP)
STORMDRAIN
MANHOLE
(TYP)
20+12.02
18+00
19+00
20+00
SANITARY SEWER
MANHOLE (TYP)
R50 .00
R60.00'
R42.00'
CONCRETE
PAVEMENT
C1
14ST-C-505
D
CURB TRANSITION
B4/C-505
CURB AND GUTTER B3/C-505
FOUNDATION PAD.
SEE DETAIL A1 ON
SHEET 14ST-TY505
DOOR STOOP B1
14PP-S-510DOOR B1
14PP-S-510STOOP
CONCRETEC1
14ST-C-501 SIDEWALK
S-410
S-411
FOUNDATION PAD. SEE
DETAIL A1 ON SHEET
14ST-TY505
FOUNDATION PAD.
SEE DETAIL C1 ON
SHEET 14ST-TY503
PROVIDE 8' CURB CUT
RE: D1/14ST-C-505 8.00'
8.00'
EBXTRN
H
H
EMH
H
H
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
TFPSMMJDB
17323246
14ST-CS106
SI
TE
L
AY
O U
T
PL
AN
PA
N
EL
B
SITE LAYOUT PLAN - PANEL B03
1" = 20'SCALE: A1 0 20 40
SEE SHEET 14ST-CS105 FOR CONTINUATION
SE
E
SH
EE
T
ST
-C
S1
F O
R C
O N
TI
N
U
AT
IO
N
A. SEE SHEET 14GI-G-012 FOR CONSTRUCTION PLANNING.
B. SEE SHEET 14GI-G-013 FOR CONSTRUCTION LIMITS.
C. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.
D. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.
E. SEE SHEET 14GI-C-003 FOR CIVIL ABBREVIATIONS.
F. SEE SHEET 14GN-C-505 FOR TYPICAL PAVEMENT
SECTIONS.
GENERAL SHEET NOTES
PANEL B03
CS106
PANEL A03
CS103
PANEL C03
CS109
PANEL C02
CS108
PANEL B02
CS105
PANEL B01
CS104
PANEL C01
CS107
SE
E
SH
EE
T
ST
-C
S1
F O
R C
O N
TI
N
U
AT
IO
N
VE
H
IC
LE
B
AR
R
IE
R
A D
D
J
AN
U
AR
Y
20019
SASNA
K
DESNECI
L
R E
E
NI
GNE LANOI
SS
E F
O R
P
KRIB .D AUHS
OJ
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
30'
CLEAR ZONE
30'
CLEAR ZONE
EIS BOUNDARY
ANTENNA
TOWER
FOUNDATION
FUEL STORAGE
POWER PLANT
EQUIPMENT YARD
10+00
11+00
12+00
13+00
H
CONCRETE STAIRS. SEE STRUCTURAL
PLANS FOR DETAILS.
CONCRETE
OVERHANG
CONCRETE
OVERHANG
AC
C
ES
S
R O
AD
ACCESS ROAD 01
S
S
S
D
CB
D
DCB
STORM DRAIN
CATCH BASIN (TYP)
STORM DRAIN
CATCH BASIN (TYP)
COMMAND
CENTER
RESTRICTED AREA
BOUNDARY FENCE
WITH CABLE
REINFORCEMENT
A1
14ST-C-513
ASPHALT
PAVEMENT
A1
14ST-C-505
R38.00'
S-119
S-120S-121
S-135
S-136
S-137
S-138
S-139
S-140
S-142
S-145
S-146
S-172
S-173
R-209
F-305
F-306
R-213 R-214
21'-0"
21'-0"
ELECTRICAL
MANHOLE (TYP)
CURB AND
GUTTER
B3
14ST-C-505
CURB AND GUTTER B3
14ST-C-505
ABA SIDEWALK RAMP B1
14ST-C-501
CONSTRUCTION LIMITS
STANDARD
BOLLARD
A3
14ST-C-500
TRANSITION CURB B4
14ST-C-505
CONCRETE
PAVEMENT
D4
14ST-C-517
RETAINING WALL
SEE STRUCTURAL
PLANS
B4
14ST-C-505
TRANSITION CURB
+0
+0
+0
STORM DRAIN
MANHOLE (TYP)
ELECTRICAL
MANHOLE (TYP)
FIRE HYDRANT
(TYP)
COMMUNICATIONS
MANHOLE (TYP)
SANITARY SEWER
MANHOLE (TYP)
LOADING DOCK
DOOR AND AREA
OFF LOAD
AREA
CO
R50.00'R49.00'
PRIMARY GATE
26' M30P1 ACTIVE
VEHICLE BARRIER
SLIDING GATE
GT-001
A1
14ST-C-512
R65.00'
CURB AND GUTTER D2
14ST-C-505
CURB AND GUTTER B3
14ST-C-505
CURB AND GUTTER TRANSITION
CURB AND GUTTER TRANSITION
M
AXIM
U M
C
LEAR
SPAC
IN
G 4'-0"
FIRE HYDRANT
(TYP)
ASPHALT
PAVEMENT
A1
14ST-C-505
FIRE HYDRANT
(TYP)
CONCRETE BUILDING STAIRS. SEE
STRUCTURAL PLANS FOR DETAILS.
CURB TRANSITION
B4/C-505
RETAINING WALL. SEE STRUCTURAL
PLANS FOR DETAILS.
RIBBON CURB
A2/C-505
6" CONCRETE CAP
CURB TRANSITION
B4/C-505
FOUNDATION PAD.
SEE DETAIL A1 ON
SHEET 14ST-TY505
FOUNDATION PAD. SEE
DETAIL A1 ON SHEET
14ST-TY505
FOUNDATION PAD.
SEE DETAIL C1 ON
SHEET 14ST-TY503
FUEL STORAGE CONCRETE PAD.
SEE SHEET 14PP-S-104 FOR DETAIL.
CONCRETE
PAVEMENT
D4
14ST-C-517
CONCRETEC1
14ST-C-501 SIDEWALK
CONCRETE SIDEWALK C1
14ST-C-501
CONCRETE SIDEWALK C1
14ST-C-501
RIPRAP
RE: B3/ 14ST-C-540
SECTION VIEW.
LIMITS AS SHOWN
CONCRETE SIDEWALK
EXTENDS TO THE WALL
13'-0"
S-415 S-416
S-417 S-418
S-419
S-420
S-421
FOUNDATION PAD.
SEE DETAIL C1 ON
SHEET 14ST-TY503
EDGE OF FOUNDATION
SIA FOUNDATION WALL
D
9.00'
9.00'
PROVIDE 9' CURB CUT
RE: D1/14ST-C-505
PROVIDE 9' CURB CUT
RE: D1/14ST-C-505
UHH
EMH
CLP
H
H
EMH
EMH
TMH
EMH
H
TMH
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
TPFSMMJDB
17323248
14ST-CS108
SI
TE
L
AY
O U
T
PL
AN
PA
N
EL
C
SITE LAYOUT PLAN - PANEL C02
1" = 20'SCALE: A1 0 20 40
SEE SHEET 14ST-CS109 FOR CONTINUATION
SEE SHEET 14ST-CS107 FOR CONTINUATION
SE
E
SH
EE
T
ST
-C
S1
F O
R C
O N
TI
N
U
AT
IO
N
A. SEE SHEET 14GI-G-012 FOR CONSTRUCTION PLANNING.
B. SEE SHEET 14GI-G-013 FOR CONSTRUCTION LIMITS.
C. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.
D. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.
E. SEE SHEET 14GI-C-003 FOR CIVIL ABBREVIATIONS.
F. SEE SHEET 14GN-C-505 FOR TYPICAL PAVEMENT
SECTIONS.
GENERAL SHEET NOTES
PANEL B03
CS106
PANEL A03
CS103
PANEL C03
CS109
PANEL C02
CS108
PANEL B02
CS105
PANEL B01
CS104
PANEL C01
CS107
VE
H
IC
LE
B
AR
R
IE
R
A D
D
J
AN
U
AR
Y
20019
SASNA
K
DESNECI
L
R E
E
NI
GNE LANOI
SS
E F
O R
P
KRIB .D AUHS
OJ
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
8.
4%
19.2%
TC 498.99
G 498.49
TC 499.93
G 499.43
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
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 500.65 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
TP 500.17
CURB CUT
TC 500.04
G 500.04
CURB CUT
TC 499.96
G 499.96
CURB CUT
TC 499.59
G 499.59
CURB CUT
TC 499.63
G 499.63
TC 498.98
G 498.48
FG 500.00
TP 500.17
500.25 500.20
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: A3/14ST-C-544
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+41.72 SD03
1- CURB INLET
RE: A2/14ST-C-542
N: 680240.41 E: 392568.80
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
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
R
ET
B
AS
IN
L
IM
IT
S
6-
D
EC
EM
BE
R -2
JM
VE
IC
LE
B
AR
R
IE
R A
D
JA
N
U
AR
Y-
J
M H
1/7/2025
C
JB
C
JB H
H
H
FDB
H
H
EMH
EMH
TMH
EMH
H
TMH
UHH
CB
TOP=511.12
INV.=502.27
EMH
CLP
SDX SDX SDX
SD
X
SD
X
SD
X
SD
X
SD
X
SD
X
SD
X
SD
X
SDMH
TOP=512.94
℄INV.=505.04
24"Ø R
C P
SD
X
24"Ø R
C P
24"ØRCP
15"ØPVC
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
S
S
CO
W
SCO
G
G
COMMAND CENTER
FFE 522.50
518519
519519
O M
AL
LE
Y
AV
E
5.5%
5:1
16.2%
6+
7+
8+
9+
CB
DSD
SD
SD
SD
SD
SD
SD
SD
0+00
SD
DSD SD SDCB
0+00
1+00
D
SD
SD CB18" RCP @ 2.00% (SD01)
STA 8+64.05, SD01
STA 0+40.50 SD01D
1- 5' SDMH
RE: C1/14ST-C-541
N:680832.83 E:392497.99
" R
C P
.3 2%
(S D
STA 5+86.01, SD01
STA 0+00 SD01C
1- 5' SDMH
RE: C1/14ST-C-541
N:680617.18 E:392673.47
24" RCP @ 0.40% (SD01)
3.
0%
FG 509.33
FG 518.25
TC 518.56
G 518.06
TC 516.70
G 516.20
TC 516.59
G 516.09
TC 516.22
G 515.72
TC 515.33
G 514.83
TC 516.50
G 516.00
TC 513.70
G 513.20
4 ME 512.3±
ENVIRONMENTAL STUDY AREA BOUNDARY
TP 509.32
STA 1+02.65, SD01C
1- CATCH BASIN (TYPE A)
RE: A4/14ST-C-541
6" PVC PERIMETER DRAIN
TILE CONNECTION.
REFER TO STRUCTURAL
N:680552.39 E:392593.86
18" RCP @ 0.40% (SD01C)
18" RCP @ 0.50% (SD01D)
18" RCP @ 0.54% (SD01)
ME 499.6±
ME 493.5±
4.6%
TS 513.69
TS 513.62
A1
14ST-CG401
TC 511.14
G 510.64
TC 510.31
G 509.81
TP 510.26
TP 510.45
C2
14ST-CG401
TC 519.28
G 518.78
TC 513.20
G 512.70
TC 513.19
G 512.69
TC 513.07
G 512.57
TC 514.28
G 513.78
TC 514.52
G 514.02
TC 515.31
G 514.81
CONSTRUCTION LIMITS
3.3%
12.2%
12.3%
2.
0%
3.
1%
TC 513.15
G 512.65
TC 512.99
G 512.49
GRADING LIMITS
LP 508.95
ME 512.3±
TC 517.28
G 516.78
TC 515.45
G 514.95
18" RCP @ 3.50% (SD01)
TP 510.42
TP 510.46TP 510.08
TP 510.14
TP 509.23
TP 510.92
TP 510.96
TP 510.76
TP 510.72
TP 509.23
TP 510.95
PESTICIDE IMPACTED SOIL (PIS) RELOCATION AREA
18" RCP @ 0.50% (SD01D)
TP 515.26
TP 516.14
TC 516.70
G 516.20
CURB CUT
TC 515.99
G 515.99
CURB CUT
TC 515.37
G 515.37
CURB CUT
TC 515.64
G 515.64
CURB CUT
TC 516.14
G 516.14
STRUCTURE TABLE
DESCRIPTION
STA 9+01.30 SD01
1- 5' SDMH
RE: C1/14ST-C-541
N: 680861.73 E: 392474.48
STA 8+69.58 SD01
1- CATCH BASIN (TYPE A)
RE: A4/14ST-C-541
N: 680811.57 E: 392463.08
STA 1+02.47 SD01D
1- CATCH BASIN (TYPE A)
RE: A4/14ST-C-541
N: 680871.71 E: 392545.76
STA 1+19.51 SD01D
1- CURB INLET
RE: A2/14ST-C-542
N: 680884.93 E: 392535.01
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
JENNIFER M. HAYNES
90167
TEXAS REGISTERED ENGINEERING FIRM F-2966
GRADING & DRAINAGE PLAN - PANEL C02
1" = 20'SCALE: A1 0 20 40
SEE SHEET 14ST-CG109 FOR CONTINUATION
SEE SHEET 14ST-CG107 FOR CONTINUATION
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
17323268
14ST-CG108
G R
AD
IN
G
D R
AI
N
AG
E
PL
AN
PA
N
EL
C
IC
LE
B
AR
R
IE
R A
JA
N
U
AR
Y-
H
1/7/2025
EL
EV
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
SD01A
-1+00 -0+50 0+00 0+50 1+00
" O U
T
9.
U
T
5.
" I
N
.4
N
.1
N
U
T
9.
ST
A
-0 +0
0.
S D
A
1- C
U R
B
IN
LE
T
R E:
A 2/
ST
-C -5
TO
P O
F R
IM
.6
ST
A
0+
.0
SD
A 1-
C U
R B
IN
LE
T R
E:
A
3/
ST
-C
-5
TO
P
O F
R
IM
.6
ST
A
2+
.8
SD
ST
A
0+
S D
A
1-
' S D
M H
R E:
C 1/
ST
-C -5
TO
P O
F R
IM
.7
18 LF 18" RCP @ 2.67%
6 LF 18" RCP @ 8.00%
EXISTING GRADE
FINISHED GRADE
EL
EV
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
SD01
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
ST
A
9+
.3
SD
1-
' S D
M H
R E:
C 1/
ST
-C -5
TO
P O
F R
IM
.2
ST
A
+4
2.
S D
1-
C
AT
C H
B
AS
IN
(T
YP
E
B) R
E:
A
4/
ST
-C
-5
TO
P
O F
R
IM
.6
ST
A
+4
6.
S D
1-
C
AT
C H
B
AS
IN
(T
YP
E
A) R
E:
A
4/
ST
-C
-5
TO
P
O F
R
IM
.5
ST
A
8+
.0
SD
ST
A
0+
.5
SD
D 1-
' S
D M
H R
E:
C
1/
ST
-C
-5
TO
P
O F
R
IM
.5
U
T
N
.8
N
.2
N
U
T
0.
N
U
T
N
N
U
T
9.
103 LF 18" RCP @ 4.00%
EXISTING GRADE
FINISHED GRADE
8" SANI
=506.58
137 LF 18" RCP @ 3.50%
37 LF 18" RCP @ 0.54%281 LF 24" RCP @ 1.32%
8" WATER
=513.60
EL
EV
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
SD01B
-1+00 -0+50 0+00 0+50 1+00
U T
U
T
3.
N
.6
N
N
U
T
5.
ST
A
0+
.0
SD
B 1-
C U
R B
IN
LE
T R
E:
A
2/
ST
-C
-5
TO
P
O F
R
IM
.3
ST
A
0+
.0
SD
B 1-
C U
R B
IN
LE
T R
E:
A
3/
ST
-C
-5
TO
P
O F
R
IM
.3
ST
A
5+
.0
SD
ST
A
0+
S D
B
1-
' S D
M H
R E:
C 1/
ST
-C -5
TO
P O
F R
IM
.6
12 LF 18" RCP @ 1.00%
12 LF 18" RCP @ 1.00%
EXISTING GRADE
FINISHED GRADE
2.5" WATER
=503.35
GEOMEMBRANE WRAP (TOP OF PIS)
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)
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
STORM DRAIN PROFILE - SD01A
HORIZONTAL 1" = 20'SCALE: A1
AS NOTED
JMHSMCJMH
17323271
14ST-CG202
D R
AI
N
AG
E
PR
O
FI
LE
S
VERTICAL 1" = 5'
STORM DRAIN PROFILE - SD01 - STA 8+00 TO 12+50
HORIZONTAL 1" = 20'SCALE: C1
VERTICAL 1" = 5'
STORM DRAIN PROFILE - SD01B
HORIZONTAL 1" = 20'SCALE: A3
VERTICAL 1" = 5'
40200
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 20'
IC
LE
B
AR
R
IE
R A
JA
N
U
AR
Y-
H
1/7/2025
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
SD01D
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00
U
T
2.
U
T
N
.8
N
N
U
T
0.
ST
A
8+
.5
SD
1- C
AT
C
H B
AS
IN
(T
YP
E A)
R E:
A 4/
ST
-C -5
TO
P O
F R
IM
.6
ST
A
1+
.5
SD
D 1-
C U
R B
IN
LE
T R
E:
A
2/
ST
-C
-5
TO
P
O F
R
IM
.9
ST
A
8+
.0
SD
ST
A
0+
.5
SD
D 1-
' S
D M
H R
E:
C
1/
ST
-C
-5
TO
P
O F
R
IM
.5
17 LF 18" RCP @ 0.50%
41 LF 18" RCP @ 2.00%
EXISTING GRADE
FINISHED GRADE
8" SANI
=504.74
U
T
0.
N
.6
62 LF 18" RCP @ 0.50%
ST
A
1+
.4
SD
D 1-
C
AT
C H
B
AS
IN
(T
YP
E
A) R
E:
A
4/
ST
-C
-5
TO
P
O F
R
IM
.9
2'x1' DB
2'x1' DB =509.32
EL
EV
AT
IO
N
IN
F
EE
T
EL
EV
AT
IO
N
IN
F
EE
T
STATION
SD01C
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
ST
A
5+
.0
SD
ST
A
0+
S D
C
1-
' S D
M H
R E:
C 1/
ST
-C -5
TO
P O
F R
IM
.0
U
T
3.
N
N
.4
U
T
4.
N
6"
IN
.7
U
T
5.
ST
A
1+
.6
SD
C 1-
C
AT
C H
B
AS
IN
(T
YP
E
A) R
E:
A
4/
ST
-C
-5
6" P
VC
P
ER
IM
ET
ER
D R
AI
N
TI
LE
C O
N N
EC
TI
O N
R
EF
ER
T O
S
TR
U C
TU
R
AL
TO
P O
F R
IM
.9
ST
A
2+
.0
SD
C 1-
C
AT
C H
B
AS
IN
(T
YP
E
A) R
E:
A
4/
ST
-C
-5
TO
P
O F
R
IM
.8
114 LF 18" RCP @ 0.40%
103 LF 18" RCP @ 0.40%
EXISTING GRADE
FINISHED GRADE
GEOMEMBRANE WRAP (TOP OF PIS)
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)
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
STORM DRAIN PROFILE - SD01D
HORIZONTAL 1" = 20'SCALE: A1
AS NOTED
JMHSMCJMH
17323272
14ST-CG203
D R
AI
N
AG
E
PR
O
FI
LE
S
VERTICAL 1" = 5'
STORM DRAIN PROFILE - SD01C
HORIZONTAL 1" = 20'SCALE: C1
VERTICAL 1" = 5'
40200
VERTICAL SCALE: 1" = 5'
HORIZONTAL SCALE: 1" = 20'
IC
LE
B
AR
R
IE
R A
JA
N
U
AR
Y-
H
1/7/2025
PAVILION
CLP
TP
EMH
EHH
SS
X
SS
X
SS
X
SD
X
SD
X
SD
X
SD
X
SD
X
SD
X
SS
X
SS
X
SS
X
SS
X
SSX
SSX
SSX
SSX
SSX
SSX
SS X
SS X
SS X
SSX
C O
N C
R
ETE SID
EW
ALK
CONCRETE SIDEWALK
W X
W X
EU X
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
EIS
H
LD
B
LD
B
LD
B
LD
B
LD
B
LDB LDB LDB LDB LDB
PD
B
PDB
EMH
LD
B
LD
B
H
LD
B
PD
B
PD
B
PDBPDBPDBPDB
C D
B C
D B
C D
B
H
LDB LDB LDB
EMH
WW
W W
W W
W
W
W
W W
C
JB H
XD
B
XD
B
XD
B
XD
B
XD
B
XDBXDBXDBXDBXDBXDB
RESTRICTED AREA
BOUNDARY FENCE
FUEL MAIN PIPE
MINIMUM COVER
REQUIRED IS 36"
12" HDPE
FUEL UNLOADING
CONCRETE PAD
RE:A1/ 14ST-C-517
FUEL STORAGE
FUEL STORAGE
(FUTURE)
AGO AGO
AG
O
AG
O
10+00
11+0011+61
+0
+0
12+00
+0
+4
D
SD
SD
SD
SD
SD
SD
D
L1
L2
L3 L4
L5
L6
L7
L8
CONNECT TO FUEL
PIPING AT PAD.
SEE MECHANICAL
DRAWINGS.
CONNECT TO FUEL
PIPING AT PAD.
SEE MECHANICAL
DRAWINGS.
12" HDPE
CONNECT TO
CONTAINMENT BASIN
I.E. = 486.12
OUTLET
I.E. = 484.96
12" HDPE
OUTLET TO EXISTING CHANNEL.
PROVIDE FLARED END SECTION.
CONTRACTOR MUST VERIFY
EXISTING CONDITIONS AND
CHANNEL LOCATION PRIOR TO
CONSTRUCTION. REMOVE AND
RESTORE VEGETATION AND
TREES AS REQUIRED.
I.E.= MATCH EXISTING GRADE
CONTAINMENT BASIN A1
14ST-C-518
STORM DRAIN MANHOLE
RE: C1/ 14ST-C-541
RIM ELEV: 491.62
INV. IN: 487.34
INV. OUT: 487.14
STORM DRAIN MANHOLE
RE: C1 / 14ST-C-541
RIM ELEV: 496.21
INV IN: 486.62
INV OUT: 486.39
INV. OUT: 487.75
TRENCH DRAIN
RE: B2/ 14ST-C-517
12" HDPE
BOLLARD, TYP.
RE: C3/ 14ST-C-522
CONCRETE SIDEWALK C1
14ST-C-501
WATER MAIN CROSSING. 12" PIPE
CROSSES BELOW WATER MAIN
SANITARY SEWER CROSSING. 12" PIPE
CROSSES BELOW SANITARY SEWER
WATER MAIN CROSSING. 12" PIPE
CROSSES ABOVE WATER MAIN
SD05
FUEL-01
SD05
NUMBER
L2
L3
L4
L5
L1
START STA.
10+00.00
10+67.54
11+00.04
11+53.68
12+57.78
END STA.
10+67.54
11+00.04
11+53.68
12+57.78
13+40.47
LINE/CHORD DIRECTION
N49° 01' 58.68"W
N43° 56'…
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