15r0013-Drawings2of2.pdf
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- Attached to
- FY15 OMA Pkg A-008, Replace Substation Switchgear, Tripler Army Medical Center (TAMC), Oahu, Hawaii
- Solicitation number
- W9128A15R0013
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Drawings 2 of 2
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| File | Type | Posted |
|---|---|---|
| Am-0003.pdf | ||
| Am-0002.pdf | ||
| Am-0001.pdf | ||
| 15r0013b.pdf | ||
| 15r0013-Drawings1of2.pdf | ||
| 15r0013a.pdf |
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This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
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ANSI D 22 x 34
US Army Corps of Engineers
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SYMBOL
EXHAUST FAN
EXTERNAL STATIC PRESSURE
EF
EXST
ESP
EXISTING
DWGS DRAWINGS
ABBREVIATION DESCRIPTION
EMERGENCY EYEWASH SHOWER
1. PROVIDE DIELECTRIC CONNECTIONS AT ALL FERROUS TO COPPER/COPPER ALLOY CONNECTIONS.
2. LOCATION AND ORIENTATION OF EQUIPMENT, PIPING AND APPURTENANCES ARE APPROXIMATE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LAYOUT OF SHOP DRAWINGS BASED ON EQUIPMENT
BEING PROVIDED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH FINAL LAYOUT, SELECTION AND INSTALLATION OF ALL EQUIPMENT, PIPING AND APPURTENANCES. CONTRACTOR SHALL
INSURE THAT ALL EQUIPMENT, PIPING AND APPURTENANCES PROVIDED CAN FIT INTO THE ALLOCATED SPACES
AND SHALL HAVE ENOUGH SPACE AND CLEARANCES REQUIRED BY THE MANUFACTURER FOR PROPER
OPERATION AND MAINTENANCE, AND TO MEET THE NATIONAL ELECTRICAL CODE (NEC) CLEARANCES.
3. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO FABRICATION, INSTALLATION AND COMMENCEMENT
OF ALL WORK. COORDINATE ALL WORK TO BE DONE WITH OTHER TRADES.
4. NO ASBESTOS OR LEAD CONTAINING MATERIALS SHALL BE USED IN THIS PROJECT.
5. ALL ROOF, WALL AND FLOOR PENETRATIONS SHALL BE VERIFIED AND COORDINATED WITH ARCHITECTURAL
6. UNLESS OTHERWISE INDICATED, MOUNT WALL MOUNTED MECHANICAL DEVICES, PANELS, SWITCHES, THERMOSTATS, ETC AT 48"AFF.
7. FOR WALL MOUNTED THERMOSTATS, SENSORS AND SWITCHES, PROVIDE CONDUIT AND JUNCTION BOXES.
ALL CONTROLS, SENSORS, SWITCHES, CONDUIT AND JUNCTION BOXES SHALL BE SURFACE MOUNTED.
8. AFTER NEW EQUIPMENT, DUCTS, PIPING, AND RELATED WORK ARE COMPLETED, TEST, ADJUST AND
BALANCE NEW VENTILATION SYSTEMS.
9. PAINT NEW EXPOSED ITEMS ON EXTERIOR AND INTERIOR OF THE BUILDING TO MATCH ADJACENT ITEMS
AND SURFACES. IN ADDITION, PREPARE AND FINISH EXISTING FERROUS ITEMS THAT NEW ITEMS WILL
BE ATTACHED TO (e.g. EQUIPMENT SUPPORTS).
10. ALL DUCT DIMENSIONS SHOWN NUMERICALLY ARE NET INSIDE DIMENSIONS.
11. CONTRACTOR SHALL PROVIDE SUPPLEMENTAL STEEL FOR SUPPORT OF DUCTS, PIPING AND OTHER
MECHANICAL EQUIPMENT. DO NOT DRILL STRUCTURAL STEEL OR JOISTS.
12. ALL MOTOR CONTROLLERS AND CONTROL PANELS SHALL BE INSTALLED WITH CLEARANCE SPACES IN
ACCORDANCE WITH NATIONAL ELECTRICAL CODE.
13. INSTALL RPBP IN ACCORDANCE WITH MANUAL OF CROSS CONNECTION CONTROL (USC).
WATER CLOSETWC
VERTICALVERT
FF FINISHED FLOOR
POINT OF CONNECTIONPOC
HORSEPOWERHP
OPEN DRIP PROOFODP
OVERLOADOL
DN DOWN
ARCHITECTURALARCH
ABOVE FINISHED FLOORAFF
CUBIC FEET PER MINUTECFM
CONCRETECONC
CONCRETE MASONRY UNITCMU
CONNECTIONCONN
CONTINUATIONCONT
EAR EXHAUST AIR REGISTER
ELECTRICALELEC
EQUALEQ
GAL GALLONS
GPM GALLONS PER MINUTE
HERTZHZ
HYDROGEN DETECTOR
MAXIMUMMAX
MINIMUMMIN
ON CENTEROC
STAINLESS STEELSS
STRUCTURALSTRUCT
TEMPERATURETEMP
TYPICALTYP
VOLUME DAMPERVD
PLAN
NORTH
DETAIL OR SECTION TITLE
SCALE: x/X" = 1'-0"
SYMBOL LEGENDGENERAL NOTESLEGEND AND ABBREVIATIONS
EEWS
A3
DETAIL IDENTIFICATION NUMBER
BASED ON GRID COORDINATES
MARK NUMBER
EQUIPMENT ABBREVIATION
TRUE NORTH
INDICATOR
EQUIPMENT SYMBOL
CIRCUIT BREAKERCB
VD
QUANTITYQTY
MOTORM
G
GREEN PILOT LIGHT
REDUCED PRESSURE BACKFLOW PREVENTERRPBP
UNIVERSITY OF SOUTHERN CALIFORNIAUSC
BALL VALVE
PRESSURE REDUCING VALVEPRV
A
AMBER VISUAL ALARM
AUDIBLE ALARM
RELAY
R
NORMALLY CLOSED CONTACT
NORMALLY OPEN CONTACT
PLAN
SCALE: x/X" = 1'-0"
AND STRUCTURAL WORK.
H
KILOWATTSKW
14. INSTALL HYDROGEN DETECTOR AT ELEVATION WITHIN 10 INCHES OF THE HIGHEST POINT OF THE CEILING
AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
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15. PROVIDE FIELD FABRICATED DUCT TRANSITION AND FILTER RACK FOR MERV 8 FILTER. FILTER RACK SHALL
E
ALLOW FOR INSTALLATION AND REMOVAL OF REPLACEMENT FILTER.
ECM ELECTRONICALLY COMMUTATED MOTOR
KEY NOTES
PROVIDE WATER DETECTORS W/ RELAY OUTPUTS
FOR EACH SUMP IN CABLE VAULTS.
SEE DETAIL
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2 3 4 5 6
ACCESS HATCH
AND LADDER,
AEE ARCH (TYP)
C4
M-501
M-401
M E
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C A
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12'4'4'
1/4" = 1'-0"
0' 8'
GRAPHIC SCALE
PLAN
NORTH
CABLE VAULT LEVEL - MECHANICAL FLOOR PLAN
SCALE: 1/4" = 1'-0"
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SHEET OF
This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
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US Army Corps of Engineers
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REMOTE AUDIO AND VISUAL ALARM
FOR WATER DETECTION.
REMOTE FAN STATUS LAMP
AND HYDROGEN
CONCENTRATION MONITOR
T-STAT
WATER DETECTION PANEL(S)
C4
M-402
BALL VALVE
(TYP)
UNION (TYP)
EEWS W/
ALARM
PRESSURE
REDUCING
VALVE
4/8
6/8
6/8
4/8
8x6 EAR
105 CFM
(TYP OF 4)
16x16 LOUVER, SEE ARCH
420 CFM
POC
SHEET METAL
DUCT TRANSITION
MERV 8
FILTER RACK
FILTER ACCESS
CLEARANCE
VAULT ACCESS
HATCH,
SEE ARCH (TYP)
AUTOMATIC
TRANSFER
SWITCH
BATTERIES
BATTERY
CHARGER
HYDROGEN
DETECTOR
1 2 3
8x6 EAR
105 CFM
6x8
4x8
24x12 MERV 8
FILTER RACK
16x16 LOUVER
BEYOND, SEE ARCH
EF
M-402
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12'4'4'
1/4" = 1'-0"
0' 8'
GRAPHIC SCALE
PLAN
NORTH
GROUND LEVEL - MECHANICAL FLOOR PLAN
SCALE: 1/4" = 1'-0"
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This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
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IDENTIFICATION
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US Army Corps of Engineers
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WATER PIPING DIAGRAM
SCALE: NONE
A4
SECTION
SCALE: NONE
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N
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SHEET OF
This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
C K
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SHEET
IDENTIFICATION
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US Army Corps of Engineers
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UPBLAST EXHAUST FAN DETAIL
SCALE: NONE
C1
EMERGENCY EYEWASH/SHOWER DETAIL
SCALE: NONE
C2
SUMP PIT DETAIL
SCALE: NONE
C4
UPBLAST
EXHAUST FAN
GALVANIZED SHEET
METAL FLASHING
(TYP)
CAULK ALL AROUND
METAL ROOF
ON PURLINS
NAILER
PREFABRICATED
CURB
EXHAUST DUCT
BLOCKING,
SEE STRUCT
CLOSURE STRIP
(TYP)
DISCONNECT, FACTORY
WIRED TO DISCONNECT
THROUGH BREATHER TUBE
DELUGE
SHOWER HEAD
24"
ALARM STROBE/HORN
STAY OPEN-VALVE
BRACKET
M
A X
PULL
CHAIN (316 SS)
120V POWER
WATER FLOW
SWITCH
1 1/4" SUPPLY
LINE
RING (316 SS)
STAY OPEN VALVE
1 1/4"Ø WASTE
TO GROUND
4"
COMMUNICATIONS CABLE
METAL GRATE,
SEE ARCH DWGS
24" DEEP SUMP PIT,
SEE ARCH DWGS
SPOT LEAK SENSOR
MOUNTED TO SUMP
PIT WALL
NOTE:
MOUNT SPOT LEAK SENSOR
WITH CORROSION RESISTANT
TYPE 316 STAINLESS
HARDWARE IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS.
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EXHAUST FAN
EXHAUST FAN EF-1 SHALL RUN 24 HOURS A DAY/ 365 DAYS A YEAR. EF-1 IS AN
ELECTRONICALLY COMMUTATED MOTOR DRIVEN TWO SPEED EXHAUST FAN WITH
THERMOSTAT SWITCH. WHEN THE SPACE TEMPERATURE IS BELOW THE THERMOSTAT
SET POINT, THE FAN WILL RUN AT 200 CFM TO REMOVE HYDROGEN GAS FROM THE
BATTERY ROOM. IF THE SPACE TEMPERATURE RISES ABOVE THE SETPOINT, THE
THERMOSTAT SWITCH WILL ACTIVATE A CONTROL RELAY TO SWITCH THE MOTOR TO THE
SECOND SPEED TO PROVIDE A FLOW RATE OF 420 CFM. THE THERMOSTAT SHALL BE
INITIALLY SET TO 90 DEGREES F.
A REMOTE FAN STATUS LAMP WILL INDICATE THAT THE FAN IS ENERGIZED. THE LAMP
SHALL BE MOUNTED OUTSIDE OF THE BATTERY ROOM AS SHOWN.
WATER DETECTION ALARM
THE THREE CABLE VAULTS ARE EACH EQUIPPED WITH A SUMP. EACH SUMP SHALL BE
EQUIPPED WITH SPOT WATER DETECTORS MOUNTED 4 INCHES ABOVE THE BOTTOM
SURFACE. EACH DETECTOR WILL BE PROVIDED WITH A ZONE ANNUNCIATOR MOUNTED
ON THE EXTERIOR WALL OF THE SWITCHGEAR ENCLOSURE. EACH ANNUNCIATOR SHALL BE
EQUIPPED WITH STATUS INDICATOR LAMPS AND AN ACKNOWLEDGEMENT/SILENCE/RESET
BUTTON. WATER DETECTION AT ANY SUMP SHALL RESULT IN THE ACTIVATION OF AUDIO AND
VISUAL ALARMS ON THE EXTERIOR OF THE ENCLOSURE. SIGNAGE WILL INSTRUCT
PASSERSBY TO CONTACT FACILITIES MANAGEMENT BRANCH IN CASE OF ALARM.
EMERGENCY EYE WASH SHOWER ALARM
THE EMERGENCY EYE WASH SHOWER SHALL BE PROVIDED WITH A FLOW ACTIVATED
ALARM WITH BOTH AUDIBLE AND VISUAL DEVICES IN ACCORDANCE WITH UFC 3-420-01
PLUMBING SYSTEMS.
HYDROGEN CONCENTRATION DETECTION SYSTEM
A HYDROGEN CONCENTRATION DETECTION SYSTEM SHALL BE PROVIDED WITH AN
ANNUNCIATOR LOCATED AS SHOWN. ANNUNCIATOR SHALL HAVE INDICATOR LAMPS
INDICATING A WARNING AT 1% CONCENTRATION AND AN ALARM AT 2% CONCENTRATION.
DETECTOR SHALL BE MOUNTED WITHIN 10 INCHES OF THE HIGHEST ELEVATION OF THE
ROOM AND PER MANUFACTURER'S RECOMMENDATION.
SEQUENCE OF OPERATION:
NO AREA SERVED
1/6
CFM
("w.g.)
E.S.P
(lbs)
WEIGHT
SONES
POWER
V/PH/HZ
8.6 115V/1Ø/60HZ
HP
FAN
RPM
1,725
DRIVE
ECM
REMARKS
TWO SPEED, ECM FAN W/ SPARK RESISTANCE AND EXPLOSION PROOF MOTOR
EF
0.4BATTERY ROOM 1
NO
EXHAUST FAN SCHEDULE
UPBLAST
TYPE
200/
ENCLOSURE
TENV
EXHAUST FAN CONTROL DIAGRAM
SCALE: NONE
EXHAUST FAN
REMOTE FAN
STATUS LAMP
115V/1Ø/60HZ
24VDC
R2
R1
SPEED 1
SPEED 2
OL
M
S
R
T-STAT
CONTROL TRANSFORMER
S1
G
CONTROL
RELAY
A
REMOTE
VISUAL
ALARM
SUMP 1
DETECTION PANEL
SPOT LEAK DETECTOR
IN SUMP 1
COMMUNICATION CABLE
SUMP 2
DETECTION PANEL
SPOT LEAK DETECTOR
IN SUMP 2
COMMUNICATION CABLE
WATER DETECTION SCHEMATIC DIAGRAM
SCALE: NONE
REMOTE
AUDIBLE
ALARM
SUMP3
DETECTION PANEL
SPOT LEAK DETECTOR
IN SUMP 3
COMMUNICATION CABLE
NOTE: A MULTI-ZONE DETECTION PANEL CAN BE USED IN LIEU OF SINGLE
ZONE DETECTION PANELS.
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C A
T I O
N
N
O
SHEET OF
This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
C K
D
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SHEET
IDENTIFICATION
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S I G
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US Army Corps of Engineers
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
D B
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IDENTIFICATION
SHEET
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N E
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No. 15949-E
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ELECTRICAL GENERAL NOTES
HEALTH STANDARDS AND PER EPA AS ENFORCED PER AGENCY HAVING JURISDICTION.
SHALL BE IN COMPLIANCE WITH REQUIREMENTS OF HAWAII OCCUPATIONAL SAFETY &
DISPOSAL AND REMOVAL TO AN EPA APPROVED SITE OF ALL BATTERY EQUIPMENT 3.
CONTRACTOR SHALL VERIFY EXISTING CIRCUITING IN THE FIELD.2.
MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING DEVICES TO REMAIN.1.
ELECTRICAL DEMOLITION NOTES
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UTILITY LINES AND POLES SHALL BE PERFORMED BY A QUALIFIED UTILITY ARBORIST.
TREE PRUNING TO SELECTIVELY REMOVE LIMBS AND BRANCHES IN PROXIMITY TO 12.
COMPLETION OF PROJECT. COORDINATE REMOVAL WITH ARMY P.M.
MAINTENANCE BLDG. CONTRACTOR WILL REMOVE PADLOCK AT
IN SERIES ON CHAIN LINKED FENCE GATE NORTHEAST OF IPC
CONTRACTOR WILL PROVIDE OWN PADLOCK TO BE DAISY CHAINED11.
FIELD VERIFY ALL DIMENSIONS AND INCLUDE THEM IN SHOP DRAWINGS FOR NEW WORK.10.
LOCATIONS UNLESS OTHERWISE NOTED.
RIGID GALVANIZED STEEL CONDUIT SHALL BE USED FOR ALL EXPOSED EXTERIOR 9.
SEALED TO PREVENT WATER VAPOR AND MOISTURE FROM MIGRATING INTO PANELS.
ALL CONDUITS ENTERING PANELS FROM THE EXTERIOR SHALL BE VAPOR SEALED/DUCT 8.
WORK.
PATCH AND REPAIR ALL SURFACES DAMAGED AS A RESULT OF DEMOLITION OR NEW 7.
WITH THE IBC AND MATCH EXISTING FIRE RATING.
WEATHER-TIGHT WITH UL APPROVED MATERIALS AND METHODS AND IN ACCORDANCE
ALL PENETRATIONS THROUGH EXTERIOR WALLS AND ROOFS SHALL BE SEALED 6.
SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
IMPORTANCE FACTOR: 1.25
S1: 0.170g
SS: 0.59g
SITE CLASS: D
OCCUPANCY CATEGORY: 111
LOADS AND BE SUITABLE FOR THE FOLLOWING SEISMIC CATEGORY:
ELECTRICAL APPARATUS AND INSTALLATION SHALL BE CAPABLE OF RESISTING SEISMIC 5.
INDICATED.
SEQUENTIAL LENGTH MARKINGS, IN ALL EMPTY CONDUITS UNLESS OTHERWISE
PROVIDE POLYESTER PULL STRINGS, 5000 LBS PULL STRENGTH, MINIMUM, WITH 4.
APPROVAL IS OBTAINED FROM THE CONTRACTING OFFICER.
CONTRACTING OFFICER FOR REVIEW AND APPROVAL. DO NOT PROCEED UNTIL
SUBMIT DRAWINGS SHOWING THE PROPOSED ALTERNATE METHODS TO THE
REQUIRE ALTERNATE METHODS TO THOSE SPECIFIED IN THE CONTRACT DOCUMENTS,
DRAWINGS, MARK SUCH CHANGES ON THE AS- BUILT DRAWINGS. IF THESE CHANGES
SHOULD PROJECT CONDITIONS REQUIRE DEVIATIONS FROM THE CONSTRUCTION 3.
PROJECT.
THE DIRECTION OF THE CONTRACTING OFFICER WITHOUT ADDITIONAL CHARGE TO THE
PIECE OF EQUIPMENT/DEVICE MAY BE RELOCATED WITHIN 10' BEFORE INSTALLATION AT
MECHANICAL DETAILS AND MAKE INSTALLATION IN THE MOST LOGICAL MANNER. ANY
BEFORE INSTALLING, STUDY THE ARCHITECTURAL, CIVIL, STRUCTURAL, AND
THE LOCATION OF ALL ELECTRICAL APPARATUS AND DEVICES ARE APPROXIMATE. 2.
OF WORK.
CONSTRUCTION. RESOLVE ALL DISCREPANCIES AND QUESTIONS PRIOR TO THE START
THE DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO COMMENCING
ANY DISCREPANCIES AND/OR DIFFERENCES BETWEEN THE EXISTING CONDITIONS AND
THE NEW WORK PRIOR TO THE START OF ON-SITE CONSTRUCTION ACTIVITIES. REPORT
FAMILIAR WITH THE EXISTING CONDITIONS. THE EXTENT OF ANY DEMOLITION WORK, AND
ENCOUNTERED DURING CONSTRUCTION. VISIT THE PROJECT SITE AND BECOME
THE DRAWINGS DO NOT REFLECT ALL THE EXISTING CONDITIONS THAT MAY BE 1.
THROUGH TEH CONTRACTING OFFICER.
JHITS AND THE GOVERNMENT. ALL REPAIR WORK SHALL BE COORDINTED
REPAIRS SHALL BE REVIEWED, APPROVED, INSPECTED, AND ACCEPTED BY AT&T
WILL BE CHARGED TO THE CONSTRUCTION CONTRACTOR. INFRASTRUCTURE
REPAIRS TO TELECOM CABLING SHALL BE DONE BY AT&T JHITS AND REPAIR COST 13.
COMPLETELY CUTOVER.
THE DURATION OF CONSTRUCTION AND UNTIL THE NEW SWITCHGEAR IS
DPW SHALL HAVE CLEAR ACCESS TO THE EXISTING SUBSTATION THROUGHOUT 12.
CIRCUIT RACEWAYS.
SIZED IN ACCORDANCE WITH NEC TABLE 250-122, IN ALL FEEDER AND BRANCH
PROVIDE A SEPARATE INSULATED GREEN EQUIPMENT GROUND CONDUCTOR 11.
THE NEW/REMAINING ELECTRICAL SYSTEM IN OPERATION.
HAS BEEN CONNECTED TO THE REMAINING EXISTING ELECTRICAL SYSTEMS AND
SYSTEM SHALL REMAIN IN OPERATION UNTIL THE NEW ELECTRICAL SYSTEM
PHASING OF THE ELECTRICAL WORK IS REQUIRED. THE EXISTING ELECTRICAL 10.
CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER.
THE GOVERNMENT. REPAIRS OF FACILITIES SHALL BE TO EXISTING OR BETTER
CONTRACTOR'S OPERATION SHALL BE IMMEDIATELY REPAIRED, AT NO COST TO
ANY DAMAGE INFLICTED ON THE EXISTING FACILITIES AS A RESULT OF THE9.
CONTRACTING OFFICER AT LEAST 180 DAYS IN ADVANCE.
WRITTEN REQUESTS FOR POWER AND TELECOMMUNICATIONS OUTAGES TO
OF ELECTRICAL OUTAGES TO THE FACILITIES. CONTRACTOR SHALL SUBMIT
CONTRACTOR SHALL SEQUENCE WORK TO MINIMIZE THE NUMBER AND DURATION8.
AND ACCESS REQUIREMENTS WITH ENGINEERING PRIOR TO COMMENCING WORK.
EXISTING FACILITY OPERATIONS. CONTRACTOR SHALL COORDINATE SCHEDULING
THE CONTRACTOR SHALL SCHEDULE WORK TO MINIMIZE DISRUPTION TO THE7.
AND AS DIRECTED BY THE CONTRACTING OFFICER AT THE CONTRACTOR'S OFFICE.
IMMEDIATELY REPAIRED OR RESTORED TO ITS ORIGINAL WORKING CONDITION
DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE
AND CAUTION WHEN WORKING NEAR ANY EXISTING CABLING AND/OR EQUIPMENT
THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL EXERCISE DUE CARE
EXISTING ELECTRICAL DISTRIBUTION SYSTEM MUST REMAIN OPERATIONAL 6.
AND THE SATISFACTION OF THE CONTRACTING OFFICER.
COST TO THE GOVERNMENT, TO ITS ORIGINAL WORKING CONDITION
PRIOR TO EXCAVATION WORK, WILL REQUIRE THE CONTRACTOR TO REPAIR AT NO
CAUSED BY THE CONTRACTOR AS A RESULT OF THE FAILURE TO TONE THE ROUTE
OFFICER PRIOR TO PERFORMING ANY WORK. DAMAGE TO EXISTING UTILITIES
PRIOR TO EXCAVATION. PROVIDE EXCAVATION PERMIT TO CONTRACTING
ROUTES OF THE PROPOSED DUCT LINES TO IDENTIFY ANY POTENTIAL CONFLICTS
THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR TONING THE
"RECORD" DRAWINGS ON FILE AND ARE SUBJECT TO FIELD VERIFICATION BY
DRAWING ARE SHOWN IN APPROXIMATE LOCATIONS BASED UPON BEST AVAILABLE
TONING: EXISTING UNDERGROUND UTILITY AND COMM LINES INDICATED ON 5.
SPECIFICALLY INDICATED OTHERWISE.
INSTALLATION HARDWARE TO MATCH SURROUNDING FINISHES UNLESS
PAINT ALL EXPOSED JUNCTION BOXES, EXPOSE CONDUITS, FITTINGS AND 4.
BEFORE START OF CONSTRUCTION.
CONTRACTOR'S QUESTIONS AND CONCERNS PRIOR TO PROCUREMENT AND
NOTIFY THE ENGINEER OF ALL QUESTIONS IN WRITING AND RESOLVE ALL
TO ENSURE THE INSTALLATION OF ALL WORK WITHIN THE VIABLE SPACE.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AND 3.
AND MOUNT JUNCTION BOXES IN A LOGICAL AND CONSTRUCTABLE MANNER.
DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL ROUTE CONDUITS
ALL CONDUIT ROUTING AND JUNCTION BOX LOCATIONS SHOWN ON THE2.
PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
ALL ELECTRICAL ITEMS INDICATED ON THE DRAWINGS ARE NEW AND SHALL BE1.
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
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PHOTO ELELCTRIC CELL
ELECTRICAL SYMBOL LIST/ MOUNTING HEIGHT SCHEDULE
FROM FLOOR TO
MOUNTING HEIGHT
6'-0"
TOP CL SYMBOL DESCRIPTION
(SPECIAL MOUNTING HEIGHTS INDICATED ON PLAN)
PE
S
(NUMBER IN CIRCLE CORRESPONDS TO LUMINAIRE SCHEDULE)
FLOURESCENT LUMINAIRE, CEILING MOUNTED
SCHEDULE)
LUMINAIRE, WALL MOUNTED (NUMERAL IN CIRCLE CORRESPONDS TO LUMINAIRE
SCHEDULE)
LUMINAIRE, WALL MOUNTED (NUMERAL IN CIRCLE CORRESPONDS TO LUMINAIRE
EMERGENCY LUMINAIRE, WALL MOUNTED
LIGHT SWITCH, FLUSH WALL MOUNTED, 1P20A, 120/227V, 1HP MAX
RECEPTACLE, DUPLEX, GROUNDING TYPE, 125V, NEMA TYPE 5-15R
PANEL BOARD
GROUND ROD
18"
46"
7'-6"
10'-0"
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DEMO
EXISTING
# NUMBER
@ AT
A, AMPS AMPERES
AC ALTERNATING CURRENT
AL ALUMINUM
AMR ALIAMANU MILITARY RESERVATION
APPROX APPROXIMATE
ATS AUTOMATIC TRANSFER SWITCH
AUX AUXILIARY
AWG AMERICAN WIRE GAUGE
BC BARE COPPER
BKR BREAKER
C CONDUIT
CAP CAPACITOR
CB CIRCUIT BREAKER
CKT CIRCUIT
COMM COMMUNICATION
CONC CONCRETE
CPT CONTROL POWER TRANSFORMER
CTs CURRENT TRANSFORMERS
CU COPPER
D, DIA DIAMETER
DET DETAIL
DIA DIAMETER
DIST DISTRIBUTION
DIV DIVISION
DWG DRAWING
EA EACH
EHH ELECTRIC HANDHOLE
ELEC ELECTRICAL
ELEV ELEVATION
EMH ELECTRICAL MANHOLE
ENCL ENCLOSURE
EPA ENVIRONMENTAL PROTECTION AGENCY
EQUIP EQUIPMENT
EXST EXISTING
FCO FUSED CUT OUT
FDN FOUNDATION
FDR FEEDER
FIN FINISH
FLEX FLEXIBLE
FT FOOT/FEET
FU FUSE
G, GND GROUND
GA GAUGE
GALV GALVANIZED
GRS GALVANIZED RIGID STEEL CONDUIT
H, HT HEIGHT
HECO HAWAIIAN ELECTRIC COMPANY
HH HANDHOLE
HZ HERTZ
IBC INTERNATIONAL BUILDING CODE
ID INDENTIFICATION
JB JUNCTION BOX
KCMIL KILO CIRCULAR MIL
KV KILO-VOLTS
KVA KILO-VOLT-AMPERE
KVAR KILO-VOLD-AMPERE REACTIVE
LA LIGHTNING ARRESTER
LBS POUNDS
LTS LIGHTS
MAX MAXIMUM
MCB MOLDED CASE CIRCUIT BREAKER
MFG MANUFACTURER
MISC MISCELLANEOUS
MVA MEGA-VOLT-AMPERE
N.C. NORMALLY CLOSED
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NO NUMBER
N.O. NORMALLY OPEN
N.P. NAMEPLATE
NTS NOT TO SCALE
O/H OVERHEAD
OMA
FUNDS
OPERATIONS AND MAINTENANCE, ARMY
OSP OUTSIDE PLANT
P POLE
PB PULLBOX
PH PHASE
PSI POUNDS PER SQUARE INCH
PTs POTENTIAL TRANSFORMERS
PVC POLYVINYL CHLORIDE
QTY QUANTITY
REINF REINFORCED
SCADA
ACQUISITION
SUPERVISORY CONTROL AND DATA
SEC SECONDARY
SECT SECTION
SHT SHEET
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
SVC SERVICE
SW SWITCH
SYS SYSTEM
TC TELEPHONE CABINET
TEL TELEPHONE
TEMP TEMPORARY
THK THICK
TS TEST SWITCH
TYP TYPICAL
UG UNDERGROUND
V VOLT
VA VOLT-AMPERE
VCB VACUUM CIRCUIT BREAKER
VDC VOLTS DIRECT CURRENT
W WIRE
WP WEATHER-PROOF
XFMR TRANFORMER
ABBREVIATIONS
PANELPNL
STA STATION
L E
G E
N D A
B B
R E
V
IA
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M O
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T
IN
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H T S
C H
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U L E
E L E
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A L S
Y M
B O
L
L
IS
T
S
S.L.
SMH
INV.
DRAIN INLET
INVERT
STREET LIGHT
SEWER OR SPREAD
SEWER MANHOLE
FIRE HYDRANT
U.P.
WMH
WV
F.H.
D.I.
WATER VALVE BOX
WATER MANHOLE
UTILITY POLE
K
CS
PM
XDCR
KWH
TRANSDUCER
CONTROL SWITCH
DISCONNECT SWITCH
DRAWOUT
FUSE
KIRK KEY
KWH KILOWATT HOUR METER
MEDIUM VOLTAGE CIRCUIT BREAKER
MEDIUM VOLTAGE TERMINATION
MOLDED CASE CIRCUIT BREAKER
POWER METER
XDCR TRANSDUCER
FEEDER PROTECTION RELAY
POTENTIAL TRANSFORMER
G
NEW
GROUND
GROUND BAR
LOCKOUT RELAY
CURRENT TRANSFORMER
87 DIFFERENTIAL RELAY
(UNDERGROUND)
ELEC. CIRCUIT
CONTROL CIRCUIT
E-002
LINE TYPES
PLAN
NORTH
DETAIL OR SECTION TITLE
SCALE: x/X" = 1'-0"
SYMBOL LEGEND
C3
ES-504
A1
DETAIL SYMBOL
GRID COORDINATE
SHEET NUMBER
A1
E-001
SECTION SYMBOL
INDICATOR
TRUE NORTH
BASED ON GRID COORDINATES
DETAIL IDENTIFICATION NUMBER
SCALE: x/X" = 1'-0"
PLAN TITLE
FPR FEEDER PROTECTION RELAY
CABLE SPLICE
TEMPORARY T T
60 91
EXHAUST FAN
(CEILING)
10'-0"
6'-10"
EF
SLB
WIRE FENCE
S.L./SIGN
O
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O/H S
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KRUKOWSKI ROAD
D
COVERED AREA
ELECTRICAL CABINETS
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
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SCALE : 1"=20'
5'
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SITE DEMOLITION NOTES
SSA
SSB
DEMOLISH
MANHOLE
EXISTING
HECO SUBSTATION
(TO REMAIN)
LIGHT AND PULLBOX
EXISTING STREET
EMH-1A
MANHOLE
EXISTING
EMH-1
MANHOLE
EXISTING
SCALE: 1" = 20'
DEMOLITION SITE PLAN
(TYPICAL)
EXISTING LIGHTS
(TO REMAIN)
RADIO CABINET
EXISTING ANTENNA &
NORTH
PLAN
61 91
A4
E-101
SEE NOTE 4
WARNING SIREN AND PULLBOX & REMOVE POLE
RELOCATE POLE-MOUNTED
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COMM. BOX (TO
EXISTING
(TO REMAIN)
EXISTING COMM LINE
DURING CONSTRUCTION WITH CONCRETE SLABS AS REQUIRED.
ANY COMM LINES THAT ARE SUBJECTED TO VEHICULAR TRAFFIC SHALL BE PROTECTED 14.
RETAIN EXISTING ADVANCE METERING, ENCLOSURES, CTS AND RELAYS.13.
REFERENCE GENERAL SEQUENCE OF WORK, SHEET E-601.12.
CONDITION AND THE SATISFACTION OF THE CONTRACTING OFFICER.
CONTRACTOR TO REPAIR AT NO COST TO THE GOVERNMENT, TO ITS ORIGINAL WORKING
THE FAILURE TO TONE THE ROUTE PRIOR TO EXCAVATION WORK, WILL REQUIRE THE
WORK. DAMAGE TO EXISTING UTILITIES CAUSED BY THE CONTRACTOR AS A RESULT OF
PROVIDE EVACUATION PERMIT TO CONTRACTING OFFICER PRIOR TO PERFORMING ANY
PROPOSED DUCT LINES TO IDENTIFY ANY POTENTIAL CONFLICTS PRIOR TO EXCAVATION.
COMM LINES. CONTRACTOR SHALL BE RESPONSIBLE FOR TONING THE ROUTES OF THE
PRIOR TO ANY WORK AND SUBJECTING VEHICLE TRAFFIC TO EXISTING UTILITY AND
DRAWINGS ON FILE AND ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR
ARE SHOWN IN APPROXIMATE LOCATIONS BASED UPON BEST AVAILABLE "RECORD"
TONING: EXISTING UNDERGROUND UTILITY AND COMM LINES INDICATED ON DRAWING 11.
TORCH CUTTING.
DUST AND/OR FUMES, INCLUDING, BUT NOR NECESSARILY LIMITED TO GRINDING OR
COMPROMISE PAINTED/COATED SURFACES THAT MAY RENDER THEM SUSCEPTIBLE TO
THE CONTRACTOR SHALL AVOID ANY PROCESSES THAT HAVE THE POTENTIAL TO 10.
UNDERGROUND CONDUIT .
INCLUDING ALL WIRE, LIGHTS AND ACCESSORIES BACK TO SOURCE. REMOVE
DISCONNECT AND REMOVE ELECTRICAL DEVICES SCHEDULED FOR DEMOLITION 9.
REMOVE CAPACITOR BANKS AND CIRCUIT BREAKER TEST CABINET.8.
SLABS, LIGHTS, RECEPTACLES, WIRE, CONDUIT AND FENCING.
REMOVE EXISTING SWITCHGEAR AND DEMOLISH ALL ASSOCIATED SHELTERS, CONCRETE 7.
CONDUIT AND WIRE BACK TO SOURCE.
3-1/C, #2/0, FEEDER B2, 3-1/C, #4/0, FEEDER, 3-1/C, #4/0, FEEDER FROM SSA. REMOVE ALL
REMOVE 3-1/C, 250 KCMIL, FEEDER A1, 3-1/C, 250 MCM, FEEDER A2, 3-1/C, #2/0, FEEDER B1, 6.
REMOVE ALL CONDUIT AND WIRE BACK TO SOURCE.
FEEDER 4, 3-1/C, #1/0, FEEDER 5, 3-1/C, #1/0, FEEDER 6, 3-1/C, #1/0, FEEDER 7 FROM SSB.
REMOVE 3-1/C, #2/0, FEEDER 1, 3-1/C, #2/0, FEEDER 2, 3-1/C, #1/0, FEEDER 3, 3-1/C, #1/0, 5.
ALL CONDUIT AND WIRE BACK TO SOURCE.
MCM AND 1-1/C #2/0 GND FROM FEEDER H2, HECO SUBSTATION & INCOMING #2. REMOVE
REMOVE 3-1/C 750 MCM AND 1-1/C #2/0 GND FROM FEEDER H1, INCOMING #1 AND 3-1/C 750 4.
CONSTRUCTION.
SURVEY MAP SHALL VERIFY THE INFORMATION, AS NEEDED, DURING DESIGN AND
COMPLETENESS OF THE INFORMATION SHOWN. THE USER(S) OF THIS TOPOGRAPHIC
STRUCTURES ARE APPROXIMATE. NO GUARANTEE IS MADE ON THE ACCURACY OR
UNLESS OTHERWISE NOTED, ALL LOCATIONS OF UNDERGROUND UTILITY LINES AND/OR 3.
AND/OR STRUCTURES MAY OR MAY NOT BE STRUCTURES NOT SHOWN MAY BE PRESENT.
REPRESENTATIVE OF ACTUAL FIELD CONDITIONS. THE UNDERGROUND UTILITY LINES
PREPARED BY OTHERS. THE INFORMATION SHOWN, THEREFORE, MAY OR MAY NOT BE
INFORMATION ONLY AND ARE BASED ON INFORMATION SHOWN ON PLANS/MAPS
UNDERGROUND UTILITY LINES AND/OR STRUCTURES, IF SHOWN, ARE PROVIDED FOR 2.
CONSTRUCTION WORK.
ENCUMBRANCE ISSUES ARE CRITICAL IS RECOMMENDED PRIOR TO ANY DESIGN AND
COPY OF THE CURRENT TITLE REPORT OR DEED FOR AREAS WHERE PROPERTY AND
AFFECTING THE PROJECT SITE ARE TAKEN FROM LATEST TAX MAPS ONLY. OBTAINING A
PARCEL OR PROJECT SITE. THE DEPICTION OF BOUNDARIES AND ENCUMBRANCES
THIS MAP AND ASSOCIATED CADD FILE IS A TOPOGRAPHIC SURVEY OF THE SUBJECT 1.
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
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IDENTIFICATION
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W
WIRE FENCE
O/H
O
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O/H
S
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D 1
KRUKOWSKI ROAD
W
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COVERED AREA
ELECTRICAL CABINETS
D
E-102
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0 10' 50'40'20'
SCALE : 1"=20'
5'
NEW WORK SITE NOTES
SUBSTATION
HECO
S S
A
S S
B
EMH-1
MANHOLE
EXISTING
SCALE: 1" = 20'
NEW WORK SITE PLAN
EMH-0A
MANHOLE
NEW ELEC.
& METERING CABINET
EXISTING ANTENNA
ROOM
BATTERY
NEW
(4-5" & 2-1" DUCTS)
INTERCEPT & CONNECTION
COORDINATE WITH HECO FOR
SHELTER
WEATHERPROOF
NEW SWGR
NEW FENCE
NORTH
PLAN
A4
NEW SIREN POLE
SCALE: NOT TO SCALE
B4
E-506
A1
E-505
D4
ES302
D3
ES302
B3
ES302
BANKS
NEW CAPACITOR
HANDHOLE
NEW COMM.
C3
ES302
62 91
MANHOLE
TELECOM
EXISTING
B4
ES302
FENCE
NEW
(2) 1"C
CONDUIT-
COMMUNICATION
ELECTRICAL &
A3
ES302
CUTTING REBAR
X-RAY PRIOR TO
POINT ON WALL.
ENTER AT LOWEST
BEND TO COMM BOX.
TO SCH 40 PVC FROM
TRANSITION CONDUIT
1" POWER CIRCUIT
PROVIDE 12" SEPERATION BETWEEN POWER AND COMMUNCIATION CIRCUITS10.
GOVERNMENT PRIOR.
VERFIY EXISTING ENVIRONMENTAL CONDITIONS IN EMH-1A AND EMH-1 WITH 9.
ATS STANDARDS PRIOR TO OPERATION.
COORDIANTE ALL WORK WITH GOVERNMENT PRIOR. TEST CIRCUIT BREAKERS PER NETA
BUS. COORDINATE TEMPORARY INSTALLATION WITH EXISTING SITE CONDITIONS AND
ABOVE GROUND AND SAW CUT PAVEMENT AS NECESSARY TO TERMINATE ON EXISTING
THE EXISTING UTILITY SECTIONS THAT DOOR NOT DOORS . TRANSITION CONDUITS
BREAKERS IN NEW SWITCHGEAR SSA AND SSB. ROUTE CIRCUITS NEAR THE BACK OF
PROVIDE TEMPORARY CIRCUITS "TEMP-H1" AND "TEMP-H2" FROM SPARE CIRCUIT 8.
STANDARDS.
COORDINATE INSTALLATION WITH REMOVAL OF EXISTING BUILDING. CONFIRM TO I3A
BEND RADIUS AND STUB-UP SHALL BE 3 TO 4 INCHES ABOVE FINISHED FLOOR.
CONDUITS SHALL MEET I3A REQUIREMENTS AND BENDS SHALL BE GRC WITH 48" MIN.
PROVIDE 2-4" COMMUNICATION CONDUIT FROM TEL MANHOLE TO NEW BATTERY ROOM. 7.
METERING SYSTEM.
PROTOCOL WITH EXISTING METERS PRIOR. INTEGRATE NEW METERS INTO EXISTING
ANTENNA. PROVIDE RS485 CABLES, AND COORDINATE REQUIREMENTS AND METERING
HANDHOLE AND COORDINATE HANDHOLE & ROUTE (1) 2" CONDUIT TO EXISTING
PROVIDE 2" COMMUNICATION CONDUIT FROM SSA & SSB SWITCHGEAR TO NEW 6.
CONSTRUCTION SEQUENCE.
REFERENCE SINGLE LINE DIAGRAM SHEET E-601 FOR CONDUCTOR SIZES AND 5.
CONTRACTING OFFICER
REFERENCE SHEET CS101 FOR LOCATION OF NEW POLE. COORDINATE OUTAGE WITH
PROVIDE ALL NECESSARY CONDUIT, WIRE AND HANDHOLES REQUIRED TO RELOCATE.
REPLACE EXISTING POLE AND RELOCATE SIREN, PV PANELS, ANTENNA & CONDUIT. 4.
CONSTRUCTION. TEST SIREN BEFORE AND AFTER RELOCATION.
SURVEY MAP SHALL VERIFY THE INFORMATION, AS NEEDED, DURING DESIGN AND
COMPLETENESS OF THE INFORMATION SHOWN. THE USER(S) OF THIS TOPOGRAPHIC
STRUCTURES ARE APPROXIMATE. NO GUARANTEE IS MADE ON THE ACCURACY OR
UNLESS OTHERWISE NOTED, ALL LOCATIONS OF UNDERGROUND UTILITY LINES AND/OR 3.
AND/OR STRUCTURES MAY OR MAY NOT BE STRUCTURES NOT SHOWN MAY BE PRESENT.
REPRESENTATIVE OF ACTUAL FIELD CONDITIONS. THE UNDERGROUND UTILITY LINES
PREPARED BY OTHERS. THE INFORMATION SHOWN, THEREFORE, MAY OR MAY NOT BE
INFORMATION ONLY AND ARE BASED ON INFORMATION SHOWN ON PLANS/MAPS
UNDERGROUND UTILITY LINES AND/OR STRUCTURES, IF SHOWN, ARE PROVIDED FOR 2.
CONSTRUCTION WORK.
ENCUMBRANCE ISSUES ARE CRITICAL IS RECOMMENDED PRIOR TO ANY DESIGN AND
COPY OF THE CURRENT TITLE REPORT OR DEED FOR AREAS WHERE PROPERTY AND
AFFECTING THE PROJECT SITE ARE TAKEN FROM LATEST TAX MAPS ONLY. OBTAINING A
PARCEL OR PROJECT SITE. THE DEPICTION OF BOUNDARIES AND ENCUMBRANCES
THIS MAP AND ASSOCIATED CADD FILE IS A TOPOGRAPHIC SURVEY OF THE SUBJECT 1.
EXISTING SIREN POLE
A4
E-102 SEE NOTE 4
NEW SIREN
P
O L E L
E N
G T
H
M
IN
ROD
GROUND
M A
T C
H
P O
L E
E X
IS
T
IN
G
S E
E
S
C H
E M
B E
D M
IN
IM
FOUNDATION
POLE CONCRETE
ROD, AS NEEDED
ADDITIONAL GROUND
FINISH GRADE
BASE COVER
SEE NOTE 4
BATTERY CABINET
COMPOSITE POLE
CLASS H2, GRADE B
N E
W S
IR
E N P
O L E
N E
W W
O R
K S
IT
E P
L A
N
SIREN POLE NOTES
MATCHING THICKNESS, ELEVATION, AND SLOPE OF EXISTING SURROUNDING SURFACE.
MATERIALS (CALLS) AND PLACE SIMILAR PRE- EXISTING SURFACE MATERIAL OVER BACKFILL
WHERE ADJACENT SURFACE IS NOT SOIL, BACKFILL WITH CONTROLLED LOW- STRENGTH 15.
RECOMMENDED BY POLE MANUFACTURER, WHICH EVER IS GREATER.
EMBED BUTT END OF POLE A DEPTH EQUAL TO 10% OF THE POLE LENGTH PLUS 2'-0" OR AS 14.
EXISTING POLE.
ALL ELECTRICAL EQUIPMENT AND MOUNTING HARDWARE TO BE RELOCATED FROM 13.
SPECIFIC SIREN PROPOSED TO BE FURNISHED FOR APPROVAL".
REGISTERED STRUCTURAL ENGINEER, INDICATING FOUNDATION AND POLE DESIGN FOR THE
SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS, STAMPED AND SIGNED BY A
THE SIRENS CHARACTERISTICS EXCEED THE WEIGHTS OR DIMENSIONS SHOWN ABOVE,
"SIREN WEIGHTS AND DIMENSIONS ARE MAXIMUM APPLICABLE TO THESE DETAILS. WHEN
HORIZONTAL PROJECTED AREA = 23 SF
MOD6024B SIREN PROJECTOR WT = 450 LB
SIREN DATA:12.
BED ROCK - SOIL CLASSIFICATION MASSIVE CRYSTALLINE BEDROCK.
ROCK:
SEDIMENTARY AND FOLIATED.
SANDY GRAVEL - SOIL CLASSIFICATION GW & GP ROCK - SOIL CLASSIFICATION
SOIL TYPE (REF. 2006 IBC, TABLE 1804.2): CLAY - SOIL CLASSIFICATION CL, ML, MH & CH 11.
SEE NOTE 13
OPTIMUM EXPOSURE
ORIENT SOUTH FOR
SOLAR PANEL ARRAY.
SEE NOTE 13
CONDUCTORS
LOOP FOR PV
1" WEATHERHEAD & DRIP
SEE NOTE 13
SPEAKER ARRAY
OMNI-DIRECTIONAL
SEE NOTE 13
CELLULAR ANTENNA
SEE NOTE 13
SATELLITE ANTENNA
SEE NOTE 13
CONTROL CABINET
C1
E-506
REMAIN)
COMM. BOX (TO
EXISTING
A2
E-503 MANHOLE EMH-1
EXIST.
A2
E-501
EMH-1A
MANHOLE
EXIST.
(FOR REFERENCE ONLY)
TO BE DEMOLISHED
EXISTING STRUCTURE
2 3
C
4 5
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
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No. 15949-E
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COVERED AREA
ELECTRICAL CABINETS
E-103
M E
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S A S
S B P
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SCALE: 1" = 10'
SCALE : 1"=10'
10' 20'0
EMH-0A
MANHOLE
NEW ELEC.
SPLICE CIRCUITS
EMH-1A
EXISTING MANHOLE
SPLICE CIRCUITS
EMH-1
EXISTING MANHOLE
NEW WORK SITE PLAN
RE: E-102
& METERING CABINET
EXISTING ANTENNA
SHELTER
NEW SWITCHGEAR
SPARE, SPARE, SPARE, SPARE
FDR-5, FDR-6 FDR-7, SPARE
(8) 5" C
SWITCHING STATION SSA & SSB PLAN
ROOM
BATTERY
NEW
FRONTFRONT
4(1) 2" C
(1) 2" C4
(1) 2" C
NORTH
PLAN
SPARE, SPARE, SPARE, SPARE
FDR-1, FDR-2, FDR-3 FDR-4
(8) 5" C
A1
E-505
C4
E-506
CAPACITOR BANK CAPACITOR BANK
SWITCHING STATION NOTES
(2) 5" C5
(12) 5" C
COMBINE (16) - 5" C
SPARE, SPARE
CP1, A1, B1, TEMP-H1
(6) 5" C
SPARE, SPARE
TEMP-H2, CP2, A2, B2
(6) 5" C
HANDHOLE
NEW COMM.
63 91
NEW FENCE
A1
E-403
TYPICAL
GROUND ROD
3/4" X 10'
(2)1"C
(4) 5" C
GROUND FENCE & BOND FENCE DETAIL SHOWN ON B1/E-403.
PROVIDE 3/4" X 10' GROUND ROD AND #4/0 COPPER GROUND RING. 6.
THE PROJECT TO PROVIDE REDUNDANT POWER AT ALL TIMES.
PROVIDE (2) CIRCUITS FOR BACK FEEDING EXISTING SWITCHGEAR DURING 5.
SYSTEM. REFERENCE E-102 NOTE 6 FOR ADDITIONAL INFORMATION.
EXISTING METERS. INTEGRATE NEW METERS INTO EXISTING METERING
COORDINATE WIRING REQUIREMENTS AND METERING PROTOCOL WITH
NEW HANDHOLE & ROUTE (1) 2" CONDUIT TO EXISTING ANTENNA.
PROVIDE 2" COMMUNICATION CONDUIT FROM SSA & SSB SWITCHGEAR TO 4.
CONDUIT AS INDICATED ON SHEET E-102 AND CS101.
REPLACE EXISTING POLE AND RELOCATE SIRE, PV PANELS, ANTENNA AND 3.
SPLICE CIRCUITS IN EXISTING MANHOLES EMH-1A AND EMH-1.2.
REFERENCE SINGLE LINE DIAGRAM E-601 FOR CIRCUIT INFORMATION.1.
SHEET E-403
RING AS SHOWN ON
FENCE FROM GROUND
BONDING JUMPER TO
PROVIDE #2/0
POWER
(1) 1" C
(2) 1"C
CONDUIT-
COMMUNICATION
ELECTRICAL &
WATER METER
C1
E-403
SWING 6 FT GATE
BONDED DOUBLE
2 3
C
4 5
A
B
IS
S
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
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IDENTIFICATION
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109A
SPARE
109B
SPARE
36"36"36"36"36"36"36"36"48"
48"36"36"36"36"36"36"36"36"
28'-0"
28'-0"
SPARE
108B
SPARE
FDR 7
107B
SPARE
106A
FDR 5
106B
FDR 6
105A
105B
104A
FDR A1
104B
FDR B1
103A102A
102B
101A
FDR CP1BUS TIE
SECTION
HECO METERING
CPT
45KVA
LINE PTS
BUS PTS
103B
107A 108A
209A
SPARE SPARE FDR 3
206A
FDR 1
205A 204A
FDR A2
203A 202A 201A
FDR CP2 BUS TIE
207A208A
SECTION
HECO METERING209B
SPARE
208B
SPARE
207B
FDR 4
206B
FDR 2
205B 204B
FDR B2
202B
LINE PTS
BUS PTS
203B
/2
SCALE: 1/2" = 1'-0"
R S
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CPT
45KVA
ELEVATION - SWITCHGEAR - SSB
ELEVATION - SWITCHGEAR - SSA
SSA
SSB
FDR
BANK A
CAP
1200 KVAR
MA
MAIN
SSA
MB
MAIN
SSB
FDR
BANK B
CAP
1200 KVAR
S S A S
S B
E L E
V A
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110A
STORAGE
210A
STORAGE
42"
42"
0 1' 2' 4'
SCALE : 1/2"=1'-0"
64 91
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4 5
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project documents within the scope of their employment as required by ER 1110-1-8152.
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NP21NP22NP23NP24
WHM
SWITCH
TEST
K
NP221
TSA
NP224
DPM
NP227
DIFR
NP
NP223
NP225
NP226
NP221A NP229
TSB
TSA
TSB
FPR
NP228
NP233
FPR
TSA
NP231
NP
TSB
NP234
CSK
NP235
NP236
DPM
NP237
NP243
FPR
TSA
NP241
NP
TSB
NP244
CS
NP245
DPM
NP246
CS
NP247
DPM
NP248
NP241A
FPR
NP249
TSA
TSB
PTS, LINE & BUS
202B
CPT, 45KVA
203B
FDR B2
204B
TIE BA
203A
NP211
FDR A2
204A
E-202
R S
S -T
A M
C E -2
.d g n
222A
NP
242A
NP
ELEVATION, SWITCHGEAR-SSB, SHEET 1
HECO METERING
201A
SSB MAIN MB
202A
S H
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A R -S
S B
65 91
0 2'6" 1'
SCALE : 1 1/2"=1'-0"
FOR BATTERY ROOM
POWER SOURCE
2 3
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A
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project documents within the scope of their employment as required by ER 1110-1-8152.
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NP261
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NP264
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NP266
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NP263
NP265
NP251A NP259
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NP257
NP273
FPR
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NP271
NP
TSB
NP274
CS
NP288
NP275
DPM
NP276
NP283
FPR
TSA
NP281
NP
TSB
NP284
CS
NP285
DPM
NP286
CS
NP287
DPM
NP289
NP283A
FPR
NP281A
TSA
TSB
SPARE
208B
NP254
CS
NP256
DPM
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FPR
NP253
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TSA
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NP271A
FPR
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NP279
TSA
TSB
252A
NP
272A
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282A
NP
NP278
DPM
FDR 3
207A
SPARE
208A
FDR 4
203B
SPARE
209B
NP258
DPM
SPARE
209A
FDR CP2
205A
BANK B
1200 KVAR CAP
205B
FDR 1
206A
FDR 2
206B
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NP298
NP293
FPR
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NP291
NP
TSB
NP294
CS
NP295
DPM
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NP 299
NP293A
FPR
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TSA
TSB
292A
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TEST CABINET
AND CIRCUIT BREAKER
STORAGE
210B
STORAGE/TEST CABINET
210A
0 2'6" 1'
SCALE : 1 1/2"=1'-0"
66 91
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4 5
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FPR
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NP
TSB
NP174
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NP175
DPM
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FPR
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TSB
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CS
NP155
DPM
NP156
CS
NP157
DPM
NP158
NP152A
FPR
NP151A
TSA
TSB
FDR CP1
105A
NP172A
FPR
CS
NP177
NP179
TSA
TSB
171A
NP
153A
NP
NP178
DPM
CS
NP161
TSA
NP164
DPM
NP
NP163
NP165
TSB
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SPARE
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SPARE
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FDR 6
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CAP BANK A
1200 KVAR
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SPARE
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FDR 7
107A
FDR 5
106A
NP19
DPM
NP195
CS
NP194
TSB
FPR
NP193
NP
TSA
NP191
NP166
NP168
DPM
NP162A
NP167
CS
FPR
NP169A
TSA
161A
NP
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NP188
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NP182A
NP187
CS
FPR
NP181A
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183A
NP
TSB
NP196
NP198
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NP197
CS
FPR
NP199A
TSA
191A
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ELEVATION, SWITCHGEAR-SSA, SHEET 1
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C H
G E
A R -S
S A
0 2'6" 1'
SCALE : 1 1/2"=1'-0"
STORAGE (LIFT TRUCK INSIDE)
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67 91
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4 5
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NP11 NP12 NP13 NP14
WHM
SWITCH
TEST
K
NP121
TSA
NP124
DPM
NP127
DIFR
NP
NP123
NP125
NP126
NP121A NP129
TSB
TSA
TSB
FPR
NP128
NP133
FPR
TSA
NP131
NP
TSB
NP134
CSK
NP135
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DPM
NP137
NP143
FPR
TSA
NP141
NP
TSB
NP144
CS
NP145
DPM
NP146
CS
NP147
DPM
NP148
NP141A
FPR
NP149
TSA
TSB
102B
PTS, LINE & BUS
103B
CPT, 45KVA
104B
FDR B1
103A
TIE AB
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FDR A1
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102A
SSA MAIN MA
101A
HECO METERING
0 2'6" 1'
SCALE : 1 1/2"=1'-0"
68 91
FOR BATTERY ROOM
POWER SOURCE
2 3
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NOTE:
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
SEE LUMINAIRE SCHEDULE SHEET E-401.
NOTE 1
TYPE 2, TYPICAL
EXTERIOR LUMINAIRE
SCALE: 1/4" = 1'-0"
BATTERY BUILDING - WEST ELEVATION
SCALE: 1/4" = 1'-0"
BATTERY BUILDING - SOUTH ELEVATION
NOTE 1
TYPE 2, TYPICAL BOTH ENDS
EXTERIOR LUMINAIRE
NOTE 1
TYPE 2, TYPICAL
LUMINAIRE
EXTERIOR
0 4' 8'
SCALE : 1/4"=1'-0"
2'
69 91
SWITCHGEAR ENCLOSURE & BATTERY BUILDING - NORTH ELEVATIONSWITCHGEAR ENCLOSURE - EAST ELEVATION
B A
T T
E R
Y B
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A R E
N C
L O
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N S
AIR TERMINAL
AIR TERMINAL
B5
E-403 APPROX. AS SHOWN
BONDED AIR TERMINALS
B5
E-403 APPROX. AS SHOWN
BONDED AIR TERMINALS
2 3
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4 5
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TYPICAL
CABLE RACKS
TYPICAL
WALL PACK
LIGHT FIXTURE
NEW MANHOLE
CONDUITS TO
SCALE : 1/4" = 1'-0"
BUILDING SECTION
C2
SCALE : 1/4" = 1'-0"
BUILDING SECTION
A2
C4
ES301
SSB
SWITCHGEAR
CABLE VAULT
SWITCHGEAR SSB SWITCHGEAR SSA
SCALE : 1/4" = 1'-0"
CABLE VAULT SECTION
C4
NOTE:
0 4' 8'
SCALE : 1/4"=1'
2'
CONDUIT WHILE INSIDE THE CABLE VAULTS.
ROUTE CIRCUITS NOT RATED FOR 15000V'S IN 4.
VAULT & SWITCHGEAR BUILDING.
WORKERS OF ELECTRICAL HAZARDS IN CABLE
PROVIDE WARNING SIGNS PER NFPA 70E TO ALERT 3.
TO STARTING WORK.
COORDINATE REQUIREMENTS WITH HECO PRIOR 2.
SEE LUMINAIRE SCHEDULE SHEET E-401.1.
(TYPICAL)
LIGHT FIXTURE
A3
ES303
(HECO)
(4) 5" C
C3
ES303
A2
ES303
B U
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D
IN
G S
E C
T
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N S
WEST VAULT SHOWN; EAST VAULT OPPOSITE
WEST CABLE VAULT EAST CABLE VAULT
C2
ES303
DUCT P8DUCT P9
70 91
TYPICAL
LUMINAIRE
EMERGENCY
A3
ES303
DUCT P10
DUCT BANK P7 DUCT BANK P10
2 3
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4 5
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WHICHEVER IS GREATER
SHALL BE 3" OR MATCH EXISTING
NEW FINISHED PAVEMENT THICKNESS
RESTORE GRASS
FINISHED GRADE
OVERCUT
12"
3"3" 3" 3"
SLAB/FINISHED GRADE
CONCRETE FLOOR
SCHEDULE 80 PVC
ADAPTER COUPLING
SLOPE
TAPE
CORROSION PROTECTION
HALF-LAPPED ALL WEATHER
RIGID STEEL CONDUIT
(M
IN
(M
IN
TYPICAL DUCT SECTION
TYPE
P
DESCRIPTION
DIAGRAM FOR CONDUCTORS
SCH 80 PVC AS INDICATED, SEE ONE-LINE
DUCTS AFTER PROVIDING PULL LINES.
PROVIDE PULL LINES IN ALL CONDUITS AND PLUG UNUSED3.
TRENCHES AND SWITCHGEAR.
PROVIDE DUCT SEAL FOR ALL CONDUITS ENTERING MANHOLES,2.
ALL CONDUITS ARE CONCRETE ENCASED.1.
P1
P3
DUCT SECTION NOTES
C3 SCALE: NOT TO SCALE
D3 SCALE: NOT TO SCALE
DUCT SECTION
D4 SCALE: NOT TO SCALE
DUCT SECTION
P2
DUCT SECTIONS
B1
TYPICAL TRENCH SECTION
SCALE: NOT TO SCALE
TRENCH SECTION NOTES
BASE COURSE
24" MIN.
TO TRENCHING
SAWCUT PRIOR
4" TOP SOIL
AS INDICATED ON SECTIONS
CONDUIT. SIZE AND TYPE
SCALE : NOT TO SCALE
CONDUIT TRANSITION DETAIL
C1
CL
71 91
P4 P5
TEMP-H1TEMP-H2 COMM. COMM.
B3 SCALE: NOT TO SCALE
DUCT SECTIONS
B4 SCALE: NOT TO SCALE
DUCT SECTION
A3 SCALE: NOT TO SCALE
DUCT SECTIONS
SP
SP SP SP SP SP SP SP SP
SP SP
SP SP
SP SP
SP SP
SP SP SP SP
SP SP SP SP
SP
SP SP
SP SP
A2 B2 B1
CP2 CP1
A1
TEMP-H2 TEMP-H1
FDR
FDR
FDR
FDR
FDR
FDR
FDR
B2
H2 H1
A1 B1A2 CP2 CP1
TEMP-H2 TEMP-H1CM1
CM2
METERING CABINET
ANTENNA &
PWR TO EXIST.
FDR
FDR
FDR
FDR
FDR
FDR
FDR
P6
C
O N
D U
IT
T
R A
N S
IT
IO
N D
E T
IL
Y
P
IC
A L T
R E
N C
H S
E C
T
IO
N
D U
C T S
E C
T
IO
TAPE 6" BELOW SUBGRADE
GRADE;UNDER SLABS BURY
OF DUCT. 12" BELOW FINISHED
BELOW" RUN ENTIRE LENGTH
ELECTRICAL LINE BURIED
IMPRINTED WITH "CAUTION-
RED PLASTIC TAPE MARKER
3" CONCRETE JACKET
INCH.
SECTION 401, MIX IV, MAXIMUM PARTICLE SIZE 0.75
D. ASPHALTIC CONCRETE: HIDOT-SHS, DIVISION 400,
C. BITUMINOUS TACK COAT: ASTM D977, TYPE SS-1
B. BITUMINOUS PRIME COAT: ASTM D977, TYPE SS-1
AND BRIDGE…
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