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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

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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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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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EF

10/10 UP

TO

POC,

SEE CIVIL

HB

W/VB

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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ANSI D 22 x 34

US Army Corps of Engineers

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WATER PIPING DIAGRAM

SCALE: NONE

A4

SECTION

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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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IDENTIFICATION

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ANSI D 22 x 34

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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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.

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IDENTIFICATION

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ANSI D 22 x 34

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.

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IDENTIFICATION

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Honolulu District of Engineers

US Army Corps

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LICENSED

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PROFESSIONAL

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No. 15949-E

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E-001

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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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ELECTRICAL PROJECT 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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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

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N D A

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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

S

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KRUKOWSKI ROAD

D

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ELECTRICAL CABINETS

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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

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E-101

SEE NOTE 4

WARNING SIREN AND PULLBOX & REMOVE POLE

RELOCATE POLE-MOUNTED

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REMAIN)

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.

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ELECTRICAL CABINETS

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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

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IN

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GROUND

M A

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IN

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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

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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

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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

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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

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SCALE: 1/2" = 1'-0"

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ELEVATION - SWITCHGEAR - SSB

ELEVATION - SWITCHGEAR - SSA

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FDR

BANK A

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DIFR

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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.

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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

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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

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DUCT SECTION NOTES

C3 SCALE: NOT TO SCALE

D3 SCALE: NOT TO SCALE

DUCT SECTION

D4 SCALE: NOT TO SCALE

DUCT SECTION

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TYPICAL TRENCH SECTION

SCALE: NOT TO SCALE

TRENCH SECTION NOTES

BASE COURSE

24" MIN.

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SAWCUT PRIOR

4" TOP SOIL

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CONDUIT. SIZE AND TYPE

SCALE : NOT TO SCALE

CONDUIT TRANSITION DETAIL

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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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