KTA RTA DWG Submittal - Full.pdf

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Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

OH - OVERHEAD (NEW)

PRIMARY ELECTRIC

OVERHEAD UTILITY LINES

LT

FS

FLUORESCENT LIGHT FIXTURE, SURFACE CEILING MOUNTED

BARRED LETTER IN OR ADJACENT TO LTG FIXTURE

DUPLEX RECEPTACLE, NEMA 5-20R, 125V, +457 (18") AFF UON

DUPLEX RECEPTACLE w/ GFCI PROTECTION, NEMA 5-20R, 125V, +457 (18") AFF UON

SMALL JUNCTION (OUTLET) BOX

DISCONNECT SWITCH, HEAVY DUTY, HP-RATED, SIZE AS INDICATED,

+1675 (5’-6") TO TOP UON

MOTOR STARTER

EQUIPMENT CONNECTION

LARGE JUNCTION BOX, SIZE AS INDICATED

LARGE JUNCTION BOX, WALL MOUNTED, SIZE AS INDICATED

SMALL JUNCTION (OUTLET) BOX, WALL MOUNTED

CONDUIT UP

CONDUIT DOWN

CONDUIT & WIRING IN WALL OR CEILING

CONDUIT & WIRING BELOW REFERENCED PLANE

CONDUIT & WIRING EXPOSED

HOMERUN TO APPLICABLE PANEL

CONDUIT STUB

FLEXIBLE CONDUIT

SITE ELECTRICAL SYMBOLS

T

UNDERGROUND DUCTLINE

"P" PRIMARY ELECTRIC

"S" SECONDARY ELECTRIC

NUMBER OF DUCTS

SYSTEM

DUCT DESIGNATION

2 P 103 A

3 1/2"1" 9127

1 1/2"

1 1/4"

53 2"

5"

4"

2 1/2"

ENGLISH

3/4"

1/2"

ENGLISH

CONDUIT TRADE SIZES ARE INDICATED IN METRIC UNITS

METRIC

METRIC

3"

GROUND ROD: ENGLISH 3/4" DIA x 10’ LONG

METRIC 19mm DIA x 3050mm LONG

A

ONE-LINE SYMBOLS

PANELBOARD

CIRCUIT BREAKER

SAFETY SWITCH - NON FUSED

GROUND CONNECTION

EQUIPMENT CONNECTION

MOTOR STARTER

DOUBLE ARM LIGHT POLE & CONCRETE BASE

ELECTRICAL HANDHOLE

TRANSFORMER & CONCRETE PAD

CONDUIT SIZES

CONDUIT SIZE (mm)

"L" LIGHTING, AREA

2 P 103 A DUCT SECTION INDICATOR

41 330 x 610 (13" x 24") ELECTRIC PULLBOX, SEE

ELECTRICAL SYMBOLS

MOTOR CONNECTION

SINGLE ARM LIGHT POLE & CONCRETE BASE.

LIGHT FIXTURE, WALL MOUNTED

"C" CONTROLS

"T" TELECOMMUNICATIONS

MANUAL MOTOR SWITCH, HEATER SIZE

SHALL MATCH MOTOR RATING

KWH METER SOCKET AND KWH METER

"SP" SPARE (w/ PULLSTRING)

ANY CIRCUIT WITH NO FURTHER DESIGNATION INDICATES A

TWO (2) WIRE CIRCUIT. CIRCUITS WITH ADDITIONAL WIRES

ARE INDICATED AS FOLLOWS: 3 WIRES, 4 WIRES,

ETC. MINIMUM CONDUCTOR SIZE SHALL BE #12. ALTHOUGH NOT

INDICATED A SEPARATE GREEN GROUND CONDUCTOR SIZED PER

THE N.E.C. SHALL BE INSTALLED IN ALL BRANCH CIRCUIT

CONDUITS.

WP

A

J

J

J

J

E

M

M

E

A

WP

GUY ANCHOR

WP ALARM AUDIO/VISUAL SIGNALING DEVICE, EDWARDS 868 STR

SERIES OR EQUAL, +2032 (+80") TO BOTTOM MINIMUM, +2438

(+96") TO TOP MAXIMUM.

LEVEL TRANSDUCER CONNECTION

DUCT SECTION "A" SEE DUCT SECTION DETAILS ON SHT. E-006

PANELBOARD, +1980 (6’-6") TO TOP, U.O.N.

PULLBOX OR HANDHOLE INDICATOR

SYMBOL INDICATES FIXTURE TYPE

SPECIAL OUTLET, NEMA RATED PER LOAD, TWIST-LOCK,

+457 (18") AFF UON

WP EYE WASH/SHOWER ALARM PUSH BUTTON, 51 (2") RED MUSHROOM

HEAD, MAINTAINED PUSH/PULL, 120V, WP, +1220 (+48") AFF

SINGLE POLE SWITCH, 20A, 120/277V - 3=3 WAY,

+1220 (+48") AFF

FLOW SWITCH CONNECTION

DIRECTIONAL LIGHT

NEW WOOD POLE (BY HECo)

OH/P

MINIMUM CONDUIT SIZE SHALL BE 21C.

610 x 1219 (2’ x 4’) ELECTRIC HANDHOLE PER HECo STANDARDS

1524 x 2134 (5’ x 7’) ELECTRIC MANHOLE PER HECo STANDARDS

42 762 x 1219 (30" x 48") ELECTRIC PULLBOX, SEE

C4

E-503

C4

E-503

BRANCH CIRCUIT WIRING GENERAL NOTE:

1. DO NOT USE A COMMON NEUTRAL FOR MULTI-WIRE

BRANCH CIRCUITS. PROVIDE A DEDICATED NEUTRAL

FOR EACH CIRCUIT.

PULLBOX, HANDHOLE, MANHOLE SCHEDULE

K.

R U

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.A S

LICENSED

PROFESSIONAL

ENGINEER

No. 9013-E

A .

,II

A H

W U

S S

LL

MK ENGINEERS, LTD.

LICENSE EXPIRATION DATE: 4/30/12

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Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

ABBREVIATIONS GENERAL NOTES

ABV

ACU

A/C

AFF

AFG

AIC

AWG

BC

BKR

BLDG

BP

BWP

C

CB

CKT

CLG

CO

CONC

CRI

CU

CWP

D,DIA

DISC

DT

EA

EF

EHH

ELEC

EMT

ENCL

ESD

EXST

EXT

FLEX

FLR

FU

G,GND

GALV

GRC

GRS

H/HT

HH

H-O-A

HP

HPF

HPS

IC

JB

ABOVE

AIR CONDITIONING UNIT

AIR CONDITIONER

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMPERES INTERRUPTING CAPACITY

AMERICAN WIRE GAUGE

BARE COPPER

BREAKER

BUILDING

BOOSTER PUMP

BACKWASH PUMP

CONDUIT

CIRCUIT BREAKER

CIRCUIT

CEILING

CONDUIT ONLY

CONCRETE

COLOR RENDERING INDEX

COPPER

COLD WATER PIPE

DIAMETER

DISCONNECT

DRY-TYPE

EACH

EXHAUST FAN

ELECTRIC HANDHOLE

ELECTRICAL

ELECTRICAL METALLIC TAPE

ENCLOSURE

EMERGENCY SHUTDOWN

EXISTING

EXTERIOR

FLEXIBLE

FLOOR

FUSE

GROUND

GALVANIZED

GALVANIZED RIGID CONDUIT

GALVANIZED RIGID STEEL CONDUIT

HEIGHT

HANDHOLE

HAND-OFF-AUTO

HORSEPOWER

HIGH POWER FACTOR

HIGH PRESSURE SODIUM

INTERRUPTING CAPACITY

JUNCTION BOX

KA

KCM

KV

KVA

KWH

LT

LTG

MCC

MECH

MFG

MISC

MT

MTD

MTG

N.C.

NEC

NEC/DOIM

NF

NFSW

NO

N.O.

NTS

N1

N3R

N4X

NL

O/H

P

PB

PH

PNL

PVC

RCC

RCPT

RGC

SS

SW

TYP

TSP

UG

UON

V

VA

WP

w/

HECO NOTES

KILO-AMPS

KILO CIRCULAR MIL

KILO-VOLTS

KILO-VOLT-AMPERE

KILOWATT HOUR

LIGHT

LIGHTING

MOTOR CONTROL CENTER

MECHANICAL

MANUFACTURER

MISCELLANEOUS

MOUNT

MOUNTED

MOUNTING

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NETWORK ENTERPRISE CENTER (FORMERLY

DIRECTORATE OF INFORMATION MANAGEMENT)

NON-FUSED

NON-FUSED SWITCH

NUMBER

NORMALLY OPEN

NOT TO SCALE

NEMA TYPE 1 ENCLOSURE

NEMA 3R ENCLOSURE

NEMA 4X ENCLOSURE

NIGHT LIGHT

OVERHEAD

POLE

PULLBOX

PHASE

PANEL

POLYVINYL CHLORIDE

RELAY CONTROL CABINET

RECEPTACLE

RIGID GALVANIZED CONDUIT

STAINLESS STEEL

SWITCH

TYPICAL

TWISTED SHIELDED PAIR

UNDERGROUND

UNLESS OTHERWISE NOTED

VOLT

VOLT-AMPERE

WEATHER-PROOF

WITH

1. PROVIDE THE FOLLOWING MINIMUM CLEARANCES WHEN INSTALLING CONDUIT IN UNDERGROUND SYSTEM.

SEE CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

a. FROM UTILITY LINES (GAS, WATER, SEWER, DRAIN, ETC.)

PARALLEL INSTALLATION: 914 (36 INCHES).

WHEN CROSSING: 152 (6 INCHES).

b. FROM ELECTRICAL DUCTS

PARALLEL INSTALLATION = 305 (12 INCHES) OF EARTH

76 (3 INCHES) IF CONCRETE ENCASED.

1. COORDINATION WITH HECO:

CONTRACTOR SHALL COORDINATE ALL ASPECTS OF WORK WITH HAWAIIAN ELECTRIC COMPANY (HECO).

THE DRAWINGS DEPICT ANTICIPATED UTILITY COMPANY REQUIREMENTS. DO NOT PROCEED WITH THE

UTILITY COMPANY RELATED WORK WITHOUT VERIFYING THEIR EXACT REQUIREMENTS. NOTIFY THE

CONTRACTING OFFICER OF ANY DIFFERENCES BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND WHAT

IS REQUIRED BY THE UTILITY COMPANIES. ARRANGE FOR PERIODIC INSPECTIONS BY HECO AND

PERFORM ALL WORK IN ACCORDANCE WITH THEIR REQUIREMENTS. HECO WILL BE EXTENDING AN

OVERHEAD POWER LINE TO THE RISER POLE INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL

INSTALL THE UNDERGROUND INFRASTRUCTURE AS SHOWN ON THE DRAWINGS. ONCE THE UNDERGROUND

INFRASTRUCTURE IS INSTALLED, THE CONTRACTOR SHALL COORDINATE WITH HECO FOR THEIR CABLE

INSTALLATIONS. ALL UNDERGROUND INFRASTRUCTURE WILL NEED TO BE INSPECTED BY HECO BEFORE

HECO CABLE INSTALLATIONS CAN BEGIN. HECO HAS INDICATED AN EIGHT WEEK TIME PERIOD FROM

INSPECTION BEFORE THEY WILL BE ABLE TO ENERGIZE THE SERVICE. ALL HECO CHARGES WILL BE

PAID FOR BY THE GOVERNMENT.

2. COMPLIANCE WITH HAWAII OCCUPATIONAL SAFETY AND HEALTH LAWS:

THE CONTRACTOR SHALL COMPLY WITH THE STATE OF HAWAII’S OCCUPATIONAL SAFETY AND HEALTH

LAWS AND REGULATIONS, INCLUDING WITHOUT LIMITATION, THOSE RELATED TO WORKING ON OR NEAR

EXPOSED OR ENERGIZED ELECTRICAL LINES AND EQUIPMENT.

3. POLE BRACING:

A MINIMUM CLEARANCE OF 10 FEET MUST BE MAINTAINED WHEN EXCAVATING AROUND UTILITY POLES

AND/OR THEIR ANCHOR SYSTEM TO PREVENT WEAKENING OR POLE SUPPORT FAILURE. SHOULD WORK

REQUIRE EXCAVATING WITHIN 10 FEET OF A POLE AND/OR ITS ANCHOR SYSTEM, THE CONTRACTOR

SHALL PROTECT, SUPPORT, SECURE, AND TAKE ALL OTHER PRECAUTIONS TO PREVENT DAMAGE TO

OR LEANING OF THESE POLES. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASSOCIATED COSTS TO

BRACE, REPAIR, OR STRAIGHTEN POLES. ALL MEANS OF STRUCTURAL SUPPORT FOR THE POLE PROPOSED

BY THE CONTRACTOR SHALL FIRST BE REVIEWED BY HECO BEFORE IMPLEMENTATION. FOR POLE BRACING

INSTRUCTIONS, THE CONTRACTOR SHALL CALL THE HECO CONSTRUCTION AND MAINTENANCE DEPT., CUSTOMER

& SYSTEM SUPERINTENDENT AT 543-4223 A MINIMUM OF TWO (2) WEEKS IN ADVANCE.

4. INDEMNITY:

THE CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS HECO FROM AND AGAINST ALL LOSSES, DAMAGES, CLAIMS, AND ACTIONS, INCLUDING BUT NOT LIMITED TO REASONABLE ATTORNEY’S FEES AND

COSTS BASED UPON OR ARISING OUT OF DAMAGE TO PROPERTY OR INJURIES TO PERSONS, OR OTHER TORTIOUS

ACTS CAUSED OR CONTRIBUTED TO BY CONTRACTOR OR ANYONE ACTING UNDER ITS DIRECTION OR CONTROL

OR ON ITS BEHALF; PROVIDED CONTRACTOR’S INDEMNITY SHALL NOT BE APPLICABLE TO ANY LIABILITY

BASED UPON THE SOLE NEGLIGENCE OF HECO.

5. SCHEDULE:

CONTRACTOR SHALL FURNISH HIS CONSTRUCTION SCHEDULE 24 WORKING DAYS PRIOR TO STARTING WORK

ON HECO FACILITIES. CONTRACTOR SHALL GIVE HECO, IN WRITING, 24 WORKING DAYS NOTICE TO PROCEED

WITH HECO’S PORTION OF WORK.

6. AUTHORITY:

ALL CONSTRUCTION, RESTORATION WORK, AND INSPECTION SHALL BE SUBJECT TO WHICHEVER GOVERNMENTAL

AGENCY HAS AUTHORITY OVER THE WORK.

7. SPECIFICATIONS:

CONSTRUCTION OF HECO’S UNDERGROUND FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

LATEST REVISIONS OF HECO SPECIFICATIONS CS7001, CS7003, CS7202, CS9301, AND CS9401 AND

APPLICABLE HECO STANDARDS.

8. CONSTRUCTION:

CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES TO PROPERLY PERFORM

AND FULLY COMPLETE ALL WORK SHOWN ON THE CONTRACT, DRAWINGS, AND SPECIFICATIONS. ALL MATERIALS

SHALL BE NEW AND MANUFACTURED IN THE UNITED STATES OF AMERICA. ALL MANHOLE AND DUCTLINE

INSTALLATIONS SHALL BE INSPECTED AND APPROVED BY HECO PRIOR TO EXCAVATION AND PRIOR TO PLACING

CONCRETE. CONTRACTOR SHALL NOTIFY HECO’S INSPECTION DIVISION AT 543-4356 AT LEAST 48 HOURS

PRIOR TO PLACING CONCRETE.

9. DUCTLINES:

ALL DUCTLINE INSTALLATIONS SHALL BE PVC SCHEDULE 40 ENCASED IN CONCRETE, UNLESS OTHERWISE NOTED.

ALL COMPLETED DUCTLINES SHALL BE MANDREL TESTED BY THE CONTRACTOR IN THE PRESENCE OF HECO’S

INSPECTOR USING HECO’S STANDARD PRACTICE. THE CONTRACTOR SHALL INSTALL A 1/8" POLYOLEFIN PULL

LINE IN ALL COMPLETED DUCTLINES AFTER MANDREL TESTING IS COMPLETE.

10. AS-BUILT PLANS:

THE CONTRACTOR SHALL PROVIDE HECO WITH TWO SETS OF AS-BUILT REPRODUCIBLE TRACINGS SHOWING THE

OFFSETS, STATIONING, AND VERTICAL ELEVATION OF THE DUCT LINE(S) CONSTRUCTED.

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Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

UNIVERSAL DIRECTIONAL

ARROWS AS INDICATED.

(1

2-�

67 (2-�")

UNIT SHALL OPERATE A MIN OF 1-1/2 HOURS

UNDER EMERGENCY OPERATION. EMERGENCY

SOURCE SHALL BE A MAINTENANCE FREE

NICKEL CADMIUM BATTERY WITH SOLID STATE

CHARGER.

IMPACT RESISTANT ACRYLIC

DIFFUSER. SMOOTH OUTSIDE,

PRISMS INSIDE, MOLDED

POLYPROPYLENE LATCHES

C

1220 (48"–

BALLAST

LAMP

LENS

CHASSIS

MOUNT

TYPE

NON-METALLIC FIBERGLASS

IMPACT RESISTANT ACRYLIC, FULLY GASKETED

2-32W, T8, 3500^K, 85 MIN. CRI

NON-METALLIC FIBERGLASS

HOUSING

CE

LAMP

TYPE

MOUNT

CHASSIS

EXIT LIGHT

SURFACE (UNIVERSAL MOUNT)

INJECTION MOLDED THERMOPLASTIC

LEDS

120/277V OPERATION

OPTIONS SHALL HAVE A TEST SWITCH & INDICATOR LIGHT

UL LISTED FOR DAMP LOCATIONS.

ROUND ALUMINUM POLE,

SEE

LAMP

TYPE

LENS

BALLAST

OPTIONS

A A1 A2

277V HPF BALLAST, MEDIUM BASE

CHASSIS/

BRACKET ARM

ONE PIECE DIE CAST MARINE GRADE ALUMINUM. CLEAR ANODIZED

COAT WITH BLACK POLYESTER POWDER COAT FINISH TO MATCH POLE.

IMPACT RESISTANT CLEAR TEMPERED GLASS LENS SET

IN HINGED GASKETED DOOR. BALLAST SHALL BE FASTENED TO DOOR

250W HPS

SECOND FIXTURE

WHERE APPLICABLE

FIXTURE

MOUNT

AT ISLAND GRADE

UL LISTED FOR WET LOCATIONS

SPECULAR ALUMINUM REFLECTOR TO PRODUCE

IES TYPE III DISTRIBUTION. INSTALL TWO IN-LINE

WP CONNECTORS FOR EACH FIXTURE IN POLE BASE

POLE

BASE

OPTIONS INTEGRAL

PHOTOELECTRIC

CONTROL SWITCH

INTEGRAL

PHOTOELECTRIC

CONTROL SWITCH

PEDESTAL BASE

UV-STABILIZED REINFORCED BRONZE POLYCARBONATE,

MARINE-GRADE ALUMINUM BACKPLATE, INJECTION MOLDED

1-50W HPS

UV STABILIZED POLYCARBONATE WITH INTERNAL GLARE SHIELD

UL LISTED FOR WET LOCATIONS

(11-1/2"+)

FULLY SEALED & GASKETED

SEMI-SPECULAR FINISH

ANODIZED ALUMINUM

WALL MOUNTED 2438 (8’-0") TO FINISHED GRADE

REFLECTOR w/

DARK BRONZE

FINISH

224 (8-13/16")

(12"+)

LAMP

TYPE

MOUNT

LENS

CHASSIS

BALLAST 277V HPF BALLAST

OPTIONS

B

ADJUSTABLE YOKE

(316 STAINLESS STEEL)

U.L. LISTED FOR MARINE OUTSIDE APPLICATION.

COPPER FREE DIE-CAST ALUMINUM

TEMPERED GLASS LENS

1-100W HPS (BEAM SPREAD - IES 7x7)

277V, HIGH POWER FACTOR

D1

BALLAST

LAMP

LENS

CHASSIS

MOUNT

TYPE

OPTIONS

D2

VANDAL PROOF POLYCARBONATE SHIELD

DIE-CAST ALUMINUM HOUSING,

BRONZE FINISH. EXPOSED

METAL PARTS WITHOUT

COATINGS SHALL BE 316

STAINLESS STEEL

INTEGRAL PHOTOELECTRIC CONTROL SWITCH

(6�"+)

(13�"+)

A1

E-502

TOP OF BARRIER/SURFACE

SEE SHEET

BOLLARD

SEE SHEET

120V FULLY ELECTRONIC 120V FULLY ELECTRONIC

w/ EMERGENCY BATTERY PACK

ONE-PIECE PRISMATIC ACRYLIC

DIFFUSER HELD BY FOUR TORSION

SPRING SPRINGS, HINGES OR

LATCHES ON BOTH SIDES

(4-1/4"+)

(5 -1 /8

(48-1/2"+)-

BALLAST

LAMP

LENS

CHASSIS

MOUNT

TYPE E EE

SURFACE WALL MOUNT 2286 (7’-6") TO BOTTOM

STEEL w/ BAKED WHITE ENAMEL FINISH, PAINTED

AFTER FABRICATION

ONE-PIECE PRISMATIC ACRYLIC DIFFUSER

1-32W, T8, 3500^K, 85 MIN. CRI

120V FULLY ELECTRONIC

BALLAST

120V FULLY ELECTRONIC

BALLAST w/ EMERGENCY

BATTERY PACK

WALL/CEILING MOUNTED

E-502 E-502

POLE TOP

6705 (22’) AFG

ABOVE PAVED AREA

POLE TOP

6705 (22’) AFG

ABOVE PAVED AREA

POLE TOP

6705 (22’) AFG

ABOVE PAVED AREA

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Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

GROUND ROD

27mm SCHEDULE

80 PVC CONDUIT

ADDITIONAL

GROUND ROD

IF REQUIRED

PLAN

FINISHED GRADE

#6B.C. GROUND WIRE

TO GROUND LUG ACROSS

HANDHOLE OPENING

HANDHOLE

FRONT ELEVATION

SEAMLESS ROUND EXTRUDED ALUMINUM

POLE. CLEAR ANODIZED COAT WITH

BLACK POLYESTER POWDER COAT FINISH.

16mm SLEEVE FOR

GROUND WIRE

NOTES:

MIN.

TOP CAP FOR FIXTURE TYPE A

TENON TOP FOR FIXTURE

TYPE A1 & A2

ANCHOR BOLTS. VERIFY

EXACT BOLT SIZES WITH

MANUFACTURER

SECTION VIEW

CONC

ISLAND

TYPE D1 FIXTURE

CONCRETE BARRIER

PLAN VIEW

(36")

SO CORD

GRADE AT

ISLAND

BRONZE S.O. CABLE

FITTING, TYP

NOTES:

NOTES:

WP FUSIBLE IN-LINE CONNECTOR, TYP OF 2

PER FIXTURE IN POLE BASE

S.O. CABLE

TO FIXTURE, TYP

CAST BRONZE

WP JB

102 (4") SQ CAST BRONZE

JUNCTION BOX, ANCHOR

TO CONCRETE w/ SS

ANCHORS

NON-SHRINK GROUT

THERMALWELD

1. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL.

2. ADJUST FLOODLIGHT AIMING ANGLE AT NIGHT TO ILLUMINATE THE VEHICLE.

21 PVC, PER PLANS

21GRC, PER PLANS

CONDUIT TO ADJACENT

POLE OR PULLBOX.

QUANTITY SHOWN

ON PLAN

CONDUIT TO

ADJACENT POLE

OR PULLBOX.

QUANTITY SHOWN

ON PLAN

SEE STRUCTURAL

DRAWINGS FOR

ADDITIONAL

DETAILS

SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL DETAILS

21GRC TAPE LAP

TO 152 (6") AFG

1219 (4’-0")

PROVIDE TWO LEVELING NUTS & WASHERS FOR

EACH ANCHOR BOLT

102 (4") CONCRETE FILLED GALVANIZED

PIPE. PAINT w/ 2 COATS ASPHALTIC

BASED PAINT UP TO 152 (6") ABOVE

GRADE, SEE NOTE 3. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION.

153mm (6")

MIN.

102mm

(4")

POLE TO WITHSTAND 44.7 M/SECOND

(100 MPH) SUSTAINED WIND LOADS. POLE

SHALL COME FROM MANUFACTURER

EQUIPPED WITH THE PROPER

MOUNTING ACCESSORIES FOR LIGHT

FIXTURE. VERIFY REQUIREMENTS

WITH BOTH LIGHT FIXTURE AND

POLE MANUFACTURER

EXTEND PVC DUCTS 204mm (8")

INTO ANCHOR BASE, DUCT SEAL

AFTER INSTALLING WIRES

PROVIDE 16mm (1/2") DIAMETER

WEEP HOLE (2 EACH)

PROVISION FOR FUTURE

WP RECEPTACLE

254mm (10") MIN.

#6 BC (458mm (18")

SLACK) GROUND WIRE

INSTALLED IN 16mm

PVC SLEEVE

153mm

(6")

27 PVC, TO ADJACENT FIXTURE

PER PLANS OR HANDHOLE

560mm (22") DIA ROUND PEDESTAL (19mm (3/4")

CHAMFER AROUND ALL EXPOSED EDGES). ABOVE

GRADE PORTION OF POLE FOUNDATION

SHALL BE PAINTED YELLOW AS PER ANSI

Z53.1 TO COMPLY WITH OSHA STANDARDS

FOR COLORING CODE (2 COATS).

M

A D

E

C4

A4

A1

POLE FOUNDATION

FIXTURE D1 INSTALLATION DETAIL

FIXTURE D2 INSTALLATION DETAIL

TYPE D2 FIXTURE

FOR FIXTURE TYPE

A ONLY (TO CURB)

343mm DIA. BOLT CIRCLE.

VERIFY WITH MANUFACTURER

DRAWINGS

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

1. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL.

2. WELD FLAT CAP (9mm THICK MIN) TO TOP OF PIPE TO

MAKE LEVEL BASE FOR FIXTURE MOUNTING. DRILL AND

THREAD HOLE THROUGH CAP TO ACCOMMODATE 19 (3/4")

SS BOLT. FASTEN YOKE TO CAP WITH 19 (3/4") SS BOLT

AND LOCK WASHER. ALL EDGES SHALL BE ROUNDED OFF

AND SMOOTH.

3. ABOVE GRADE PORTION OF POST AND CONDUIT SHALL BE

PAINTED YELLOW AS PER ANSI Z53.1 TO COMPLY WITH

OSHA STANDARDS FOR COLORING CODE (2 COATS).

19 (3/4")

DIAMETER x

3100 (10’-0")

COPPERCLAD STEEL

GROUND ROD

16mm DIA. DRAINAGE CHASE

TO CENTER OF POLE

FIXTURE TYPE A:

914mm (3’)

SEE NOTE 4.

FIXTURE TYPE A1:

ON GRADE/ON ISLAND

1. BASE SHALL HAVE A TWO PIECE ANODIZED ALUMINUM BOLT COVER.

2. HARDWARE SHALL BE STAINLESS STEEL.

3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS.

4. INCREASE HEIGHT OF BASE FOR FIXTURE AT RETAINING WALL TO

MAINTAIN FIXTURE MOUNTING HEIGHT ABOVE PAVED AREA.

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Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

SECTION A SECTION B SECTION C

LI

GHTI

NG

LIFT SLOT

NOTES:

MOUSEHOLES (2)

POLYMER

CONCRETE BOX

L x W x D

POLYMER CONCRETE

COVER WITH SKID

RESISTANT SURFACE

STAINLESS STEEL

HEX HEAD BOLT

WITH WASHER (2)

COMPACTED

EARTH

POLYMER CONCRETE

COVER

POLYMER CONCRETE

BOX

CONCRETE COLLAR,

21 MPa IN

28 DAYS

#15M T & B w/#10M AT 152mmO.C.

152 (6")

SLOPE

L

W

D

41 330 (13") x 610 (24") x 458 (18")

SECTION D

1. PULLBOX ASSEMBLY SHALL HAVE A 144MPa (20,800 POUND) LOAD

RATING PER SPECIFICATIONS.

2. BOX AND BASE SHALL NOT CONTAIN STEEL REINFORCING.

3. PULLBOX SHALL BE SET ON COMPACTED GRANULAR FILL. PROVIDE

BUILD-UP BRICKS WITH MORTAR AS NECESSARY TO ACCOMMODATE

DUCTLINE ENTRIES.

4. PROVIDE DUCT SEAL IN ALL CONDUITS AFTER INSTALLATION OF

WIRING.

5. PROVIDE CONCRETE COLLAR RING, PER .

254mm (10")

76mm (3") CLEAR,TYPICAL

76mm (3") CLEAR

COVER LOGO:

"LIGHTING" - AREA LIGHTING

"ELEC" - ELECTRIC

TYPE "A"

BACKFILL:

PVC 40

FINISHED GRADE

1.

2.

3.

SEE NOTE 1

TACK COAT

APPROVED

BACKFILL

SLOPE

PRIME COAT

L TRENCHc

EXISTING GROUND

42 762 (30") x 1219 (48") x 610 (24")

E-503

A4

C1

E-503 E-503

B1

C4

POLMER CONCRETE PULLBOX DETAIL

A4

CONCRETE COLLAR AT HANDHOLE

C1

TYPICAL DUCT SECTION (CONCRETE ENCASED)

B1

TRENCH RESTORATION DETAIL

SEE & FOR ADDITIONAL DETAILS

SECTION E

DUCT SECTIONS

LAWN AREAS

COURSE

EXISTING BASE

PAVEMENT

EXISTING

PAVING

SAWCUT BEFORE

WEARING COURSE

PAVED AREA LAWN AREA

1/2 SECTION

EXISTING PAVEMENT

SLOPE IN PLANE OF

TRENCHING

SAWCUT BEFORE

TRENCH WIDTH

RELATIVE COMPACTION

COMPACTED TO 95%

SUITABLE NATIVE OR

IMPORT MATERIAL

1. COVER ALL OPEN TRENCHES AT NIGHT OR WHEN LEFT UNATTENDED

UNLESS IT IS COMPLETELY WITHIN A PROTECTED FENCED COMPOUND.

2. RESTORE TO ORIGINAL CONDITION ANY TURF AREAS, PAVEMENTS

AND FACILITIES THAT HAVE BEEN DAMAGED BY THE ELECTRICAL WORK.

NOTES:

NOTES:

TRACEABLE WARNING TAPE WITH "CAUTION-ELECTRIC CABLE BELOW"

IMPRINTED ON TAPE. WARNING TAPE SHALL BE PLACE OVER ENTIRE

LENGTH OF DUCTLINE

CONCRETE JACKET,

20 MPa COMPRESSIVE

STRENGTH IN 28 DAYS.

NTS

PROVIDE 51 (2") SEPARATION BETWEEN DUCTS OF SAME SYSTEM AND 76

(3") BETWEEN DUCTS OF DIFFERENT SYSTEMS.

WHERE TRENCH ENCOUNTERS EXISTING CONCRETE OR ASPHALT CONCRETE,

SURFACE SHALL BE SAWCUT. BACKFILL, COMPACT AND PATCH SURFACE TO

MATCH ADJACENT AREA. SEE TRENCH RESTORATION DETAIL, THIS SHEET.

SEE DUCT SECTION DETAILS FOR CONDUIT ARRANGEMENT.

NON-CONTAMINATED NATIVE SOIL MATERIAL WHICH DOES NOT

CONTAIN MORE THAN 50% GRAVEL, AND ALSO, DOES NOT

CONTAIN HARD LUMPS OF EARTH 76 (3") IN GREATEST

DIMENSION, ROCKS LARGER THAN 76 (3") IN LARGEST

DIMENSION, HIGHLY PLASTIC CLAY, POORLY-GRADED SAND AND

GRAVEL (CLASSIFIED AS SP AND GP USING THE UNITED SOIL

CLASSIFICATION SYSTEM), ORGANICS, DEBRIS, OR OTHER

UNSUITABLE OR DELETERIOUS MATERIALS.

NTS

NTS

NTS

SECTION F

NTS

I

N I

M U

M

75 MIN. A.C.

1/2 SECTION

250 MIN. BASE COURSE

102 TOPSOIL IN

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Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

NOTES:

SUMP PUMP

MOTOR CONNECTION,

TYPICAL OF 2

SUMP PIT

IS A CLASS 1,

DIVISION 1

HAZARDOUS

LOCATION

41 PVC COATED GRC,

CONCRETE ENCASED,

TO HANDHOLE, TYPICAL

PUMP CABLE

41 PVC COATED GRC CONDUIT

SEAL, +457 (18") AFF, TYPICAL

FOR PVC COATED CONDUIT

A4 SCALE: 1:20

SECTION AT SUMP PUMP PIT

41 STAINLESS STEEL

CONDUIT

41 PVC-COATED

GRC TO HH

41 PVC-COATED GRC TO HH

TOP OF SUMP PAD

FINISHED GRADE

STAINLESS STEEL CONDUIT

SEAL, TYPICAL FOR STAINLESS

STEEL CONDUIT

CONCRETE CURB, SEE

STRUCTURAL DWGS

3P60A NON-FUSED DISCONNECT

SWITCH, N4X, SS, TYPICAL

41 PVC-COATED GRC

305 SQ. x 152 D

JB, N4X, SS

PVC-COATED GRC CONDUIT

SEAL, TYPICAL FOR

PVC-COATED CONDUIT

CLASS 1, DIV 2

HAZARDOUS LOCATION

(457 (18") ABOVE

GRADE)

41 PVC-COATED GRC

TO CONTROL HH

STILLING WELL

NOTES:

A1 SCALE: 1:20

SUMP PIT ELECTRICAL EQUIPMENT ELEVATION

1. ALL HARDWARE SHALL BE STAINLESS STEEL.

2. FOR ADDITIONAL DETAILS, SEE PROCESS & STRUCTURAL DRAWINGS.

3. INSTALL UG DUCTS PER DUCT SECTION DETAILS.

4. VERIFY ALL REQUIREMENTS WITH EQUIPMENT MANUFACTURER.

5. LOCATE EYE BOLT AS CLOSE AS POSSIBLE TO AREA DIRECTLY ABOVE PUMP.

1. ALL HARDWARE SHALL BE STAINLESS STEEL.

2. FOR ADDITIONAL DETAILS, SEE PROCESS & STRUCTURAL DRAWINGS.

3. INSTALL UG DUCTS PER DUCT SECTION DETAILS.

4. VERIFY ALL REQUIREMENTS WITH EQUIPMENT MANUFACTURER.

5. USE OF CONDUIT COUPLINGS IS PROHIBITED FOR ALL EXPOSED

CONDUIT INSTALLATION.

6. SEE SECTION DETAIL FOR INSTALLATION OF STAINLESS STEEL

CABLE GRIP FOR THIS CABLE.

STAILESS STEEL CORD FITTING, TYP OF 2

PUMP CABLE, SEE NOTE 6, TYPICAL OF 2

12mm 316 STAINLESS

STEEL EYEBOLT,

EXPANSION ANCHOR,

& STAINLESS STEEL

CABLE GRIP, SEE

NOTE 5, TYPICAL OF 2

OIL/WATER SEPARATOR

41 STAINLESS STEEL

CONDUIT

FINISHED GRADE

NOTES:

3P60A DISC SW

NEMA 4X

316 STAINLESS STEEL

305 (12")

76 (3") CONCRETE ENCASEMENT

ALL AROUND, 3000 PSI @ 28 DAYS

1. ALL EXPOSED HARDWARE SHALL BE 316 STAINLESS STEEL.

TO MECHANICAL

BUILDING PER PLAN

DOUBLE 41(1-5/8") STAINLESS

STEEL C-CHANNEL (TYP)

C4

DISCONNECT SWITCH MOUNTING DETAIL

LIQUID TIGHT FLEXIBLE

CONDUIT TO SUBMERSIBLE

WELL CONTROLLER

PER PLANS

PVC COATED

GRC TO 610 (24")

BELOW GRADE

NTS

ENGRAVED NAMEPLATE TO INDICATE

"LOAD" SIDE TERMINALS

CIRCUIT BREAKER

ENGRAVED NAMEPLATE TO INDICATE

"LINE" SIDE TERMINALS

1-103C (4") THREADED CONDUIT

STUB-DOWN WITH CAP. PROVIDE

CONDUIT BUSHING AND STORE

IN CABINET

C2

CONDUIT

BODY

ENLARGED NAMEPLATE TO INDICATE

"PHASE A", "PHASE B", "PHASE C"

& "NEUTRAL" AS APPLICABLE

GROUND LUGS WITH PROVISIONS

TO RECIEVE GROUND CONDUCTOR

FROM ENGINE-GENERATOR

NTS

GENERATOR TERMINAL BREAKER DETAIL

3P350A ENCLOSED CIRCUIT BREAKER

FOR PORTABLE GENERATOR CONNECTION,

NEMA 4X, STAINLESS STEEL ENCLOSURE,

SHOWN WITH HINGED COVER REMOVED

CABLE LUG CAPABLE OF RECEIVING

1-500 kcmil MINIMUM

103C TO MANUAL TRANSFER SWITCH

NOTES:

C1

NTS

E-601

SERVICE EQUIPMENT ELEVATION

(5’-6")

CT CABINET

(SEALABLE)

915 (36") SQ.

x 279 (11") D

NEMA 3R

CONSTRUCTED OF

STAINLESS STEEL

103C, 4-500 kcmil

TO HH

103C SPARE WITH

PULLWIRE TO HH

CT RATED SAFETY SOCKET BOX

WITH TEST SWITCH PROVISIONS

NEMA 3R CONSTRUCTED OF

STAINLESS STEEL. METER

BY HECo

EDGE OF

BUILDING

305 (12")

MINIMUM

103C, 4-500 kcmil, #1/0 GND TO MAIN

BREAKER

1. AT TIME OF INSTALLATION, PROVIDE AND

INSTALL METER SOCKET COVER (PLASTIC)

AND BAND.

2. PROVIDE MINIMUM OF 1219 (4’-0") CLEAR

AND LEVEL WORKSPACE CLEARANCE IN

FRONT OF METERING AND SERVICE

EQUIPMENT.

3. HECo SEALABLE.

4. SEE ONE-LINE DRAWING ON SHEET

FOR ADDITIONAL DETAILS.

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S u b m it t e d b y

A p p r

D a t e

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A p p r

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Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

PANEL "DP",

480Y/277V,3PH,4W

DUPLEX SUMP

PUMP CONTROLLER

M

M

M

M

M

M

3P100A

3P50A

3P100A

HECo

TRANSFORMER

ONE-LINE DIAGRAM

NTS

41C, 4#2, #8 GND

3P30A

21C, 4#12, #12 GND

3P15A

M

M

SP-1 (SUBMERSIBLE)

15HP, 460V, 3PH

SP-2 (SUBMERSIBLE)

15HP, 460V, 3PH

3P40A

WELL SUBMERSIBLE PUMP

15HP, 460V, 3PH

OWNER FURNISHED

GENERATOR AND CABLES

ENCLOSED CB,

N4X, STAINLESS STEEL

WITH LUGS FOR LANDING

OWNER FURNISHED GENERATOR

RVNR

RVNR

FVNR

FVNR

FVNR

FVNR

FVNR

FVNR

FVNR

STARTER INTEGRAL

TO CONTROLLER

IN ELEC ROOM

2 - 103C WITH

MULETAPE TO HECo

MANHOLE. PRIMARY

CABLES BY HECo

HOSE STREAM PUMPING SYSTEM

FILTER BACKWASH PUMPING SYSTEM

HYDROPNEUMATIC PUMPING SYSTEM

BPB-1

3/4HP, 460V, 3PH

BPB-2

3/4HP, 460V, 3PH

BP-1

30HP, 460V, 3PH

BP-2

30HP, 460V, 3PH

3P60A, N4X, SS

3P60A, N4X, SS

41C, 3#6, #8 GND

41C, 3#6, #8 GND

3P60A, N4X, SS

3P20A 21C, 4#12, #12 GND

3P30A

BWP-1

7.5HP, 460V, 3PH

BWP-2

7.5HP, 460V, 3PH

41C, 4#6, #10 GND

3P200A 3P200A

NON-AUTO

SHUNT

TRIP 3P15A

M

20A, HP RATED

LOCKING TYPE RCPT

COMPATIBLE WITH

UNIT PLUG

PRESSURE WASHER

PANEL "P"

480Y/277V, 3PH, 4W

SHUNT TRIP

SIGNAL FROM

ESD CIRCUIT

2P60A 2P70A

1#8 TO GND ROD

& CWP PER N.E.C.

63C, 4#3/0, #6 GND 6.2 HP, 460V, 3PH

TYPICAL OF 12

PANEL "A"

15KVA MINI LOAD CENTER

480V-120/240V, 1PH

2P20A

OPTION "C"

ATTENDANT SHACK

INTEGRAL SERVICE

RATED PANEL

INSTALL GND ROD AT

SHACK, DO NOT BOND

NEUTRAL

3#12, #12 GND

FOR EACH

RECEPTACLE.

SEE

FOR CIRCUITING

REQUIREMENTS

2P60A

27C, 2#6, #8 GND

41C, 3#8, #8 GND

41C, 3#6, #10 GND

3P400A HEAVY DUTY

DOUBLE THROW SWITCH, N1

3P350A

103C, 4-500 kcmil, #2 GND

#1/0 GND TO COLD

WATER PIPE, STRUCTURAL

STEEL, CONCRETE EMBEDED

GROUND WIRE & GROUND ROD,

GROUND/BOND PER NEC

103C, 4-500 kcmil, #2 GND

3P350A, 480Y/277V, 3PH, 4W

NEMA 1, 22,000 A.I.C., U.L.

LISTED AS SERVICE ENTRANCE

EQUIPMENT

E

ENCLOSED CIRCUIT BREAKER (MAIN)

M

CT CABINET (SEALABLE)

36"SQ x 11"D NEMA 3R

CONSTRUCTED OF

STAINLESS STEEL

NEMA 3R CONSTRUCTED OF

STAINLESS STEEL, METER

BY HECo

129C, 4-500 kcmil

& 129C SPARE WITH

PULLWIRE. FINAL

CABLE TERMINATIONS AT

TRANSFORMER BY HECo

41C WITH SUBMERSIBLE

PUMP CABLE

3P350A

103C, 4-500 kcmil, #1/0 GND

CT RATED SAFETY SOCKET

BOX w/ TEST SWITCH

PROVISIONS

G

NOTES:

1. LIGHT LINES DENOTE EXISTING WORK.

BOLD LINES DENOTE NEW WORK.

WORK BY OTHERS

2. * - HECo SEALABLE

A4

EX101

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B

A

F Y

Sheet of

P lo t s c a t m a w in g c o d s ig n f t e

R e s ig n

D

S u b m it t

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a r k

S T

R U

C T

U R

G

IN

E E

R

T A

C T

IC

H

IC

C

IL

IT

Y

K A

H U

K U

T R

A

IN

E A

K A

H U

K U

O A

H U

H A

W A

II

P R

IN

C

IP

A L

N A

G A

M

A

G

IN

E E

R S

IN

C

F A

X

C O

N S

U L

T

R U

C T

U R

G

IN

E E

R S

P H

G E

O R

G E G

U T

IE

R R

E Z J

R

M A

Y

A S S

H O

W N

A K

T

M A

Y

U .S

A R

M Y E

N G

IN

E E

R D

IV

IS

IO

N

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H A

W A

II

C C

M K

E

Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

N T

R

IA

G R

A

T A

IL

S

E-603

A K

T

E

X X

X .d g n

541 2 3

D

C

B

A

F Y

Sheet of

P lo t s c a t d a t e n a m a w in g c o d s ig n f il e n t e

R e s ig n e d b y

D w n b y

S u b m it t e d b y

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a r k

S T

R U

C T

U R

G

IN

E E

R

T A

C T

IC

H

IC

C

IL

IT

Y

K A

H U

K U

T R

A

IN

E A

K A

H U

K U

O A

H U

H A

W A

II

P R

IN

C

IP

A L

N A

G A

M

A

G

IN

E E

R S

IN

C

F A

X

C O

N S

U L

T

R U

C T

U R

G

IN

E E

R S

P H

G E

O R

G E G

U T

IE

R R

E Z J

R

M A

Y

A S S

H O

W N

A K

T

M A

Y

U .S

A R

M Y E

N G

IN

E E

R D

IV

IS

IO

N

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H A

W A

II

C C

M K

E

Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

G PILOT LIGHT, LED TYPE w/ PUSH TO TEST

NORMALLY OPEN PUSHBUTTON

NORMALLY CLOSED PUSHBUTTON

L=LENS COLOR: G = GREEN; A = AMBER; R = RED

A ALARM RELAY

A2

A3

A4

ESD EMERGENCY SHUTDOWN

SP

BP

BWP

BP

SUMP PUMP STARTER COIL

BOOSTER PUMP STARTER COIL

BACKWASH PUMP STARTER COILBW

SUMP PUMP

BOOSTER PUMP

BACKWASH PUMP

REMOTE WIRING

SP

ALARM SHUTDOWN FOR SUMP PUMPS

ALARM SHUTDOWN FOR BOOSTER PUMPS

ALARM SHUTDOWN FOR BACKWASH PUMPS

R

R

PRESS TO SHUTDOWN,

A

A

ALARM SILENCED

WHEN LIT

EMERGENCY SHUTDOWN

PULL OUT TO RESET

ACTIVATED WHEN LIT

EMERGENCY SHUTDOWN

ALARM SILENCE

PRESS TO SILENCE AND CALL

PULL OUT TO RESET

AMBER INDICATION LIGHT, WP

AMBER WP PUSHBUTTON

WITH RUBBER BOOT, TWO

N.O. CONTACTS & TWO N.C.

CONTACTS, MAINTAINED

RED INDICATION LIGHT, WP

RED MUSHROOM TYPE WP

PUSHBUTTON, TWO N.O.

CONTACTS & TWO N.C.

CONTACTS, MAINTAINED

NOTES:

305 SQ x 152 D

(12" SQ x 6" D) JB, N4X SS WITH SS HINGE

(LEFT SIDE)

S.S. BACK PANEL (INSIDE)

BP

REMOTE

ALARM

SUMP

REMOTE

ALARM

A1

ALARM SILENCE

PUSHBUTTON

(MAINTAINED)

P

A

BWP

REMOTE

ALARM

ALARM

ANNUNCIATION

DISABLED

WP ALARM

STROBE/HORN

R

A

EMERGENCY

PUSH BUTTON -

PULL TO RESET

EYE WASH ALARM

STROBE/HORN

INTEGRAL

CONTROL

CIRCUIT

A

O

H

A2

OL

BP

RUN

CONTACT

NC

PERMISSIVE

CIRCUIT

PERMISSIVE

CIRCUIT

RUN

NC RUN

BACKWASH PUMP

CONTROL PANEL

SUMP PUMP

CONTROL PANEL

ALARM

AUDIO/VISUAL ON

BLDG EXTERIOR

TO

PNL "P"

SHUNT

TRIP

P1

A4

A3

TO

SUMP

CKT

TO

BP

CKT

TO

BWP

CKT

NOTE:

INTEGRAL

CONTROL

CIRCUIT

BW

A

O

H

A4

OL

SP

RUN

CONTACT

INTEGRAL

CONTROL

CIRCUIT

BP

A

O

H

A3

OL

NOTE:

SP

ALARM

RELAY

ESD ACTIVATION

LIGHT

PANEL "P"

SHUNT TRIP

RELAY

A2

SUMP PUMPS SHALL NOT RUN WHEN

BACKWASH PUMPS ARE RUNNING

BACKWASH PUMPS SHALL NOT RUN WHEN

SUMP PUMPS ARE RUNNING

ESD

PUSHBUTTON

(MAINTAINED

MUST BE MANUALLY

OPENED)

A4

ESD/ALARM CABINET

DIAGRAM SYMBOL LIST

SUMP PUMP STARTER CIRCUIT DIAGRAM

BACKWASH PUMP STARTER CIRCUIT DIAGRAM

BOOSTER PUMP STARTER CIRCUIT DIAGRAM

ESD/ALARM CABINET

CIRCUIT DIAGRAM

BACKWASH INTERLOCK DIAGRAM

EYE WASH ALARM CIRCUIT DIAGRAM

SEE NOTES 2 & 3

NOTES APPLICABLE TO DIAGRAMS:

1. SEE PROCESS DRAWINGS FOR SEQUENCING NOTES AND ADDITIONAL DETAILS.

2. INTERLOCK SHALL PREVENT SUMP PUMPS FROM RUNNING DURING

BACKWASH SEQUENCE AND BACKWASH PUMPS FROM RUNNING WHEN

SUMP PUMPS ARE OPERATING.

3. SEE STARTER CIRCUITS FOR ADDITIONAL DETAILS.

4. STARTER CIRCUITS SHOWN ARE CONCEPTUAL. STARTER CIRCUITS ARE PARTIAL

DIAGRAMS TO DUPLEX CONTROLLER CIRCUITS. VERIFY EXACT REQUIREMENTS

WITH UNIT TO BE INSTALLED.

5. PROVIDE SHOP DRAWING SHOWING RELAY CONTROL CABINET INTERIOR LAYOUT.

NEMA-1 CONTROL CABINET SHALL BE SIZED FOR RELAYS & CONTROLS AND

SHALL HAVE HINGED DOORS.

6. PROVIDE WIRING DIAGRAM OF ALL CONTROLS INCLUDING CONTROL WIRING

IDENTIFICATION FOR APPROVAL. PROVIDE TERMINAL BOARDS FOR CONNECTION

OF ALL REMOTE WIRING. LABEL ALL RELAYS & CONDUCTORS.

LINE VOLTAGE (INTEGRAL TO CONTROLLER)

LINE VOLTAGE (INTEGRAL TO CONTROLLER)

LINE VOLTAGE (INTEGRAL TO CONTROLLER)

NTS

LAMINATED PLASTIC LABEL,

6 (0.25") & 9 (0.35")

ENGRAVED LETTERING

BLACK-ON-WHITE,

RIVETED TO BACK PANEL

LINE VOLTAGE (A-6)

LINE VOLTAGE (A-6)

1. ALL HARDWARE SHALL BE STAINLESS STEEL.

2. VERIFY ENCLOSURE SIZE WILL ACCOMMODATE APPARATUS USED

AND ADJUST ACCORDINGLY. TOP SHALL BE +1219 (+4’-0") AFG

3. SUBMIT SHOP DRAWING SHOWING LAYOUT & DETAILS

OF ALARM CABINET FOR APPROVAL.

4. VERIFY PHONE NUMBER INDICATED ON LABEL WITH CONTRACTING

OFFICER PRIOR TO FABRICATION.

655-1434 TO REPORT ALARM

ES101

A K

T

E S

X X

X .d g n

C3

OFF-SITE ELECTRICAL PLAN

SCALE: 1:300

PLAN

NORTH

A3

OFF-SITE ELECTRICAL PLAN

SCALE: 1:300

PLAN

NORTH

M A

T C

H L I

N E

M A

T C

H L I

N E

M A

T C

H L I

N E

S

I S

S H

E E

T

S

E E

T

S

E E

T E

S

NOTES: (APPLICABLE TO THIS SHEET)

O F F

S

IT

E

C T

R

IC

A N

S

015000 30006000

GRAPHIC SCALE

1:300

15000

1. NEC/DOIM HAS CONFIRMED THAT THERE IS AN EXISTING ARMY

SIGNAL CORP COMMUNICATION CABLE RUNNING ALONG THE SOUTH

SIDE OF THE EXISTING ROADWAY. THE EXACT LOCATION OF THE

CABLE IS UNKNOWN. CONTRACTOR SHALL TAKE PRECAUTIONS TO

AVOID DAMAGING THIS CABLE DURING EXCAVATIONS WORK IN THIS

AREA. DAMAGE TO THIS CABLE INCURRED DUE TO WORK PERFORMED

UNDER THIS PROJECT SHALL BE REPAIRED AT THE CONTRACTOR’S

EXPENSE AND BE PERFORMED UNDER NEC/DOIM SUPERVISION.

2. SAWCUT ROADWAY TO ACCOMODATE INSTALLATION OF MANHOLE.

RESTORE ROADWAY TO MATCH SURROUNDING AREA. SEE TRENCH

RESTORATION DETAIL FOR ADDITIONAL INFORMATION.

541 2 3

D

C

B

A

F Y

Sheet of

P lo t s c a t d a t e n a m a w in g c o d s ig n f il e n t e

R e s ig n

D

S u b m it t e d b y

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a r k

S T

R U

C T

U R

G

IN

E E

R

T A

C T

IC

H

IC

C

IL

IT

Y

K A

H U

K U

T R

A

IN

E A

K A

H U

K U

O A

H U

H A

W A

II

P R

IN

C

IP

A L

N A

G A

M

A

G

IN

E E

R S

IN

C

F A

X

C O

N S

U L

T

R U

C T

U R

G

IN

E E

R S

P H

G E

O R

G E G

U T

IE

R R

E Z J

R

M A

Y

A S S

H O

W N

A K

T

M A

Y

U .S

A R

M Y E

N G

IN

E E

R D

IV

IS

IO

N

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H A

W A

II

C C

M K

E

Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

2 P 103

B

EXISTING PAVED ROAD

125M DIAMETER

HELICOPTER

LANDING ZONE

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

(STA. 9013 TO STA. 9001)

(STA. 9004 TO STA. 9002)

316°11’30" 159.240

136°24’20" 129.043

323°02’16" 70.310(STA. 9002 TO STA. 9012)

138°47’06" 78.245

(STA. 9012 TO STA. 9013)

B 2 P 103

2 S 129

FOR CONTINUATION,

SEE

STUB FOR

FUTURE

EXTENSION

A4

ES103

EXISTING PAVED ROAD

125M DIAMETER

HELICOPTER

LANDING ZONE M

A

T C

H L I

N E

S

I S

S H

E E

T

SEE NOTE 2 SEE NOTE 2

365+00

ES102

K

T

E S

X X

X .d g n

C3

OFF-SITE ELECTRICAL PLAN

SCALE: 1:300

PLAN

NORTH

1. NEC/DOIM HAS CONFIRMED THAT THERE IS AN EXISTING ARMY SIGNAL CORP

ROADWAY. THE EXACT LOCATION OF THE CABLE IS UNKNOWN. CONTRACTOR

SHALL TAKE PRECAUTIONS TO AVOID DAMAGING THIS CABLE DURING EXCAVATIONS

WORK IN THIS AREA. DAMAGE TO THIS CABLE INCURRED DUE TO WORK PERFORMED

UNDER THIS PROJECT SHALL BE REPAIRED AT THE CONTRACTOR’S EXPENSE AND BE

PERFORMED UNDER NEC/DOIM SUPERVISION.

M A

T C

H L I

N E

SCALE: 1:300

B3

OFF-SITE ELECTRICAL PLAN

PLAN

NORTH

NOTES: (APPLICABLE TO THIS SHEET)

S

E E

T

E S

M A

T C

H L I

N E

S

E E

T

M A

T C

H L I

N E

S

E E

T

COMMUNICATION CABLE RUNNING ALONG THE SOUTH SIDE OF THE EXISTING

O F F

S

E

C T

R

IC

A N

S

015000 30006000

GRAPHIC SCALE

1:300

15000

2. COMPLIANCE WITH ARMY FM 4-20.197, MULTISERVICE HELICOPTER SLING LOAD:

BASIC OPERATIONS AND EQUIPMENT IS REQUIRED FOR SAFE HELICOPTER OPERATIONS

AT THE DIP POND WITH RESPECT TO APPROACH AND EXIT PATH. PRIOR TO

INSTALLATION OF THE PROPOSED ELECTRIC UTILITY POLE, THE CONTRACTOR SHALL

WORK WITH HECO TO STAKE THE POLE LOCATION AND VERIFY THE DISTANCE FROM

THE DIP POND CENTER TO THE PROPOSED POLE LOCATION AND CHANGE IN ELEVATION

FROM THE TOP OF THE DIP POND BERM TO THE TOP OF THE PROPOSED POLE.

THE ANGLE BETWEEN THE DIP POND CENTER AND THE POLE TOP SHALL NOT EXCEED

4 DEGREES ABOVE A HORIZONTAL PLANE SET AT THE ELEVATION OF THE DIP POND BERM.

3. SAWCUT ROADWAY TO ACCOMODATE INSTALLATION OF MANHOLE.RESTORE ROADWAY

TO MATCH SURROUNDING AREA. SEE TRENCH RESTORATION DETAIL FOR ADDITIONAL

INFORMATION.

541 2 3

D

C

B

A

F Y

Sheet of

P lo t s c a t d a t e n a m a w in g c o d s ig n f il e n t e

R e s ig n

D

S u b m it t e d b y

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a r k

S T

R U

C T

U R

G

IN

E E

R

T A

C T

IC

H

IC

C

IL

IT

Y

K A

H U

K U

T R

A

IN

E A

K A

H U

K U

O A

H U

H A

W A

II

P R

IN

C

IP

A L

N A

G A

M

A

G

IN

E E

R S

IN

C

F A

X

C O

N S

U L

T

R U

C T

U R

G

IN

E E

R S

P H

G E

O R

G E G

U T

IE

R R

E Z J

R

M A

Y

A S S

H O

W N

A K

T

M A

Y

U .S

A R

M Y E

N G

IN

E E

R D

IV

IS

IO

N

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H A

W A

II

C C

M K

E

Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

OH/

P

RISER AT HECo POLE

PER HECo STANDARDS

EXI

STI

NG

PAVED

ROAD

4 P 103

POLE AND OVERHEAD LINE

EXTENSION BY HECo, SEE NOTE 2

SEE NOTE 3

SEE NOTE 3

EXISTING PAVED ROAD

SEE NOTE 3

SEE NOTE 3

363+00

364+00

360+00

361+00

362+00

D ra in

In le t

(F il it h ir t)

D r a in

In le t

(F ill it h

D ir t)

D

A N

G E

R

T

R U

O S S

IN

G

C o n c r e te

Co nc re te

Til e

Wall

T o p

.5

B o t=

1.

Dir

Ro ad

GRAPHIC SCALE

1:250

12500 125005000 2500

S

E

C T

R

IC

A N

A4

SCALE: 1:250

SITE ELECTRICAL PLAN

PLAN

NORTH

ES103

A K

T

E S

X X

X .d g n

NOTES:

1. NEC/DOIM HAS CONFIRMED THAT THERE IS AN EXISTING ARMY SIGNAL CORP

COMMUNICATION CABLE RUNNING ALONG THE SOUTH SIDE OF THE EXISTING

ROADWAY. THE EXACT LOCATION OF THE CABLE IS UNKNOWN. CONTRACTOR

SHALL TAKE PRECAUTIONS TO AVOID DAMAGING THIS CABLE DURING EXCAVATIONS

WORK IN THIS AREA. DAMAGE TO THIS CABLE INCURRED DUE TO WORK PERFORMED

UNDER THIS PROJECT SHALL BE REPAIRED AT THE CONTRACTOR’S EXPENSE AND BE

PERFORMED UNDER NEC/DOIM SUPERVISION.

541 2 3

D

C

B

A

F Y

Sheet of

P lo t s c a t d a t e n a m a w in g c o d s ig n f il e n t e

R e s ig n

D

S u b m it t e d b y

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a r k

S T

R U

C T

U R

G

IN

E E

R

T A

C T

IC

H

IC

C

IL

IT

Y

K A

H U

K U

T R

A

IN

E A

K A

H U

K U

O A

H U

H A

W A

II

P R

IN

C

IP

A L

N A

G A

M

A

G

IN

E E

R S

IN

C

F A

X

C O

N S

U L

T

R U

C T

U R

G

IN

E E

R S

P H

G E

O R

G E G

U T

IE

R R

E Z J

R

M A

Y

A S S

H O

W N

A K

T

M A

Y

U .S

A R

M Y E

N G

IN

E E

R D

IV

IS

IO

N

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H A

W A

II

C C

M K

E

Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

(STA. 9013 TO STA. 9001)

(S

TA

TO

S

TA

(STA. 9004 TO STA. 9002)

316°11’30" 159.240

°0 ’4

.7

136°24’20" 129.043

323°02’16" 70.310(STA. 9002 TO STA. 9012)

138°47’06" 78.245

(STA. 9012 TO STA. 9013)

LT

J

J

LT

J

J

J FS

LT

M

E

WASH PAD AREA,

SEE

A

A

A

A

A A

A

SUMP PIT/

OIL SEPARATOR,

SEE

FRONT

INSTALL NEW TRANSFORMER PAD AND

ASSOCIATED DUCTS PER HECo

REQUIREMENTS

FOR CONTINUATION,

SEE

ES101

A3

6NL

6NL

6f

6f 6f

6NL

C4

E-504

OPTION "C"

1 SP 41

1 S 41

6f

6f

A1

EV101

B2

EX101

B4

EX101

MECHANICAL BUILDING,

SEE &

B4

EV101

1 C 41

1 SP 41

2 S 41

1 C 53

2 S 41

1 C 53

1 SP 53

VIA HH "P1"

3#10, #10 GND

3#10, #10 GND

1 L 1

2#10, #10 GND

1 L 27

DISCONNECT SWITCH

AT WELL, SEE

(POWER)

HH

(CONTROLS)

"C1"

TO WELL PUMP

CONTROLLER IN

ELEC RM VIA

HANDHOLES

"P1" & "P2"

OPTION "C" PREFAB ATTENDANT SHACK

SEE ONE-LINE DIAGRAM FOR ADDITIONAL

INFORMATION

N4X

N4X

LOCATE AT TOP

OF TANK

FASTEN CONDUIT

TO LADDER

SUPPORT MEMBERS

LOCATE AT

BASE OF TANK

1 C 27

[1-2/C #12 TSP]

ROUTE CONTROL

CONDUIT TO HOSE

STREAM PUMP

CONTROLLER

LEVEL

TRANSDUCER

41 HH

(CONTROLS)

1 S 27

2 L 27

1 C 53

1 SP 53 (POWER)

WELL LEVEL

TRANSDUCER

2 - 2/C #12 TSP

1 - 2/C #12

TO WELL PUMP

CONTROLLER IN

ELEC RM VIA

HANDHOLES

"C1" & "C2"

TANK LEVEL

TRANSDUCER

N4X

N4X

LOCATE AT TOP

OF TANK

FASTEN CONDUIT

TO LADDER SUPPORT

MEMBERS

LOCATE AT BASE

OF TANK

[1 - 2/C #12 TSP]

FLOW SWITCH

WELL PUMP

15HP/460V/3PH

N4X

NOTES:

1. ROUTE CONTROL CONDUIT

TO WELL PUMP CONTROLLER.

2. ROUTE LIGHTING CONDUITS

VIA LIGHT SWITCHES AT

EXTERIOR OF MECH RM,

SEE SHEET EX101.

EXISTING PAVED ROAD

1 L 1

3#10, #10 GND

HH

(POWER)

"P1"

SEE NOTE 4

ON

A1

E-502

124.968M DIAMETER

HELICOPTER

LANDING ZONE

A T

IO

C T

IO

N S

02500 5001000

GRAPHIC SCALE

1:50

05000 10002000

GRAPHIC SCALE

1:100

EV101

A K

T

E V

X X

X .d g n

B4

SCALE: 1:50

SUMP ELECTRICAL PLAN

W A

A T

IO

C T

IO

N S

EV101

A K

T

E V

X X

X .d g n

541 2 3

D

C

B

A

F Y

Sheet of

P lo t s c a t d a t e n a m a w in g c o d s ig n f il e n t e

R e s ig n

D

S u b m it t e d b y

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a r k

S T

R U

C T

U R

G

IN

E E

R

T A

C T

IC

H

IC

C

IL

IT

Y

K A

H U

K U

T R

A

IN

E A

K A

H U

K U

O A

H U

H A

W A

II

P R

IN

C

IP

A L

N A

G A

M

A

G

IN

E E

R S

IN

C

F A

X

C O

N S

U L

T

R U

C T

U R

G

IN

E E

R S

P H

G E

O R

G E G

U T

IE

R R

E Z J

R

M A

Y

A S S

H O

W N

A K

T

M A

Y

U .S

A R

M Y E

N G

IN

E E

R D

IV

IS

IO

N

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H A

W A

II

C C

M K

E

Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

SEE DETAIL TYPICAL

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1 A1D2

D2 D2

SEE DETAIL TYPICAL

D2 D2

D1

D1

JJ

D1

J D1

D1

J D1

D1

J D1

D1

D2

D1

D1

J

D1

D1

J

D2

10j

8NL

8h 10j

10j 10j

10j

8h

8h

10j 8h

10j 8h

10j

10j

10i

8h

8g

10i

10j

10i

10i 8g

8g

10i

10i

D1

D1

J

10i

10i

10i

10i 8g

8g

10i

8g

10i

C4

E-502

A4

E-502

A1

WASH AREA LIGHTING PLAN

SCALE: 1:100

1 S 41

1 C 53

1 SP 53 POWER

1 S 41

4#10, #10 GND

4#10, #10 GND

2#10, #10 GND

2#10, #10 GND

HH (CONTROLS)

"C2"

HH (POWER) "P2"

PLAN

NORTH

10j

D1

134.000 133.000

EXTEND PVC COATED GRC INTO HANDHOLE.

INSTALL CONDUIT SEAL, TYPICAL OF 3

M

M

LT

OIL/WATER SEPARATOR

SUMP PUMP MOTOR

4572 (15’) 4572 (15’)

TO PIT OR SEPARTOR OPENING

PVC JB,

TYPICAL OF 3

SHOWN WITH

COVER REMOVED

SPACE WITHIN HATCHING

UP TO +457 (18") ABOVE

GRADE IS CLASS 1

DIVISION 2 HAZARDOUS

LOCATION

PLAN

NORTH

CURB

CURB

ES101

JB, N4X, SS

15HP/460V/3PH

TYPICAL OF 2

LEVEL TRANSDUCER

WELL CONNECTION

ROUTE CONTROL CONDUIT TO

SUMP PUMP CONTROLLER

SEE SITE ELEC PLAN

FOR CONTINUATION

PVC COATED GRC,

CONCRETE ENCASED

[1-2/C #12 TSP]

[1-2/C #12 TSP]

A4

E-504

A1

E-504

NOTES:

1. ALL HARDWARE SHALL BE STAINLESS STEEL.

2. FOR ADDITIONAL DETAILS, SEE PROCESS & STRUCTURAL DRAWINGS.

3. INSTALL UG DUCTS PER DUCT SECTION DETAILS.

4. VERIFY ALL REQUIREMENTS WITH EQUIPMENT MANUFACTURER.

3P60A NON-FUSED DISCONNECT

SWITCH, N4X, SS, TYPICAL

C2 S 41

1 C 41

D 1 SP 41

1 C 41

2 S 41

E

C T

R

IC

IG

H T

A N

S

02500 5001000

GRAPHIC SCALE

1:50

B2

ELECTRICAL PLAN

B4

LIGHTING PLAN

P

LAN

N O R

TH

P

LAN

N O R

TH

SCALE: 1:50

SCALE: 1:50

EX101

A K

T

E X

X X

X .d g n

541 2 3

D

C

B

A

F Y

Sheet of

P lo t s c a t d a t e n a m a w in g c o d s ig n f il e n t e

R e s ig n

D

S u b m it t e d b y

A p p r

D a t e

D e s c r ip t io n M a r k

A p p r

D a t e

D e s c r ip t io n M a r k

S T

R U

C T

U R

G

IN

E E

R

T A

C T

IC

H

IC

C

IL

IT

Y

K A

H U

K U

T R

A

IN

E A

K A

H U

K U

O A

H U

H A

W A

II

P R

IN

C

IP

A L

N A

G A

M

A

G

IN

E E

R S

IN

C

F A

X

C O

N S

U L

T

R U

C T

U R

G

IN

E E

R S

P H

G E

O R

G E G

U T

IE

R R

E Z J

R

M A

Y

A S S

H O

W N

A K

T

M A

Y

U .S

A R

M Y E

N G

IN

E E

R D

IV

IS

IO

N

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H A

W A

II

C C

M K

E

Sheet number:

Drawing no.

Location code:

US Army Corps of Engineers

Honolulu District

149-62-002

7990-73

CMU

WALL

PRESSURE WASHER

RCPT, RECESSED,

WP WHILE-IN-USE

COVER. (2M CORD

& MATCHING PLUG

TO BE SUPPLIED

WITH PRESSURE

WASHER).

PRESSURE WASHER

IN FOREGROUND,

TYPICAL OF 12

A4

MECHANICAL ROOM PARTIAL ELEVATION

P-31

P-25

P-19

P-13

P-7

P-1 P-2

P-8

P-14

P-20

P-26

P-32

21C, 6#12, #12 GND,

TYPICAL

NTS

STRUCTURAL CEILING

NOTES:

PANEL "A"

EXTERIOR OF

CMU WALL

CMU

WALL

A1

ELECTRICAL ROOM PARTIAL ELEVATION

SUMP PUMP DUPLEX

CONTROLLER

1. SEE PLAN FOR ADDITIONAL CONDUIT REQUIREMENTS.

2. CAP ALL STUBS

WELL PUMP

CONTROLLER

PANEL "P"

PANEL

"DP"

400A

DOUBLE

THROW

SWITCH

3P350A MAIN

BREAKER

NTS

C C

C

C

C

C

C

C

C

CCE

CE

CE

CE

BB

B

B

OS

OS OS

4NL

a

4NL

4NL 4NL

b c

8d d

B

4NL

CE

d h i j g

WP

WP

WP

WP

WASH RACK & AREA LIGHT SWITCHES

(WP) WITH PILOT LIGHT (OVERHEAD/

WORKING LEVEL/AREA). INSTALL

ENGRAVED LABEL ABOVE EACH SWITCH

INDICATING WHAT IT SERVES

fWP

DP-4

10, 10a

10a

F

MJ

F

M

E

EE

10a

10, 10b

PRV-2

19W/115V

EF-1

111W/115

INTERLOCK

WITH LIGHTS

F M

J

PRV-1

186W/115V

A-8,10

10b

8,8c

8c

8d

8d 8d

8,8d

8,8d8d8,8d

8d

8d 8d

2438 TO

BOTTOM 2438 TO

BOTTOM

PANEL "DP"

E

WPA

WP

A

A

E

E

PRESSURE WASHER RCPT

WP

WP

ELEC

RM

MECHANICAL

ROOM

+4’-0"

STORAGE

w/ INTEGRAL DISC SW w/ INTEGRAL DISC SW

E

E E

CHLORINE ANALYZER,

PLUG CONNECTED

CONTROL VALVE

w/ INTEGRAL DISC SW

C2

E-504

ESD/ALARM

CABINET, +1219

(+4’-0"), SEE

CIRCUITS TO PANEL "P",

TYPICAL OF 12,

SEE

A4

EX101

A4

E-603

A-1,3,5

PANEL "P"

WELL PUMP

CONTROLLER

DP-7

FILTER BACKWASH PUMPS

CONTROLLER

J

J

DP-13

HOSE STREAM PUMP

CONTROLLER

DISINFECTION UNIT

w/ INTEGRAL DISC SW

SUMP PUMP

DUPLEX

CONTROLLER

PANEL "A"

400A

DOUBLE

THROW

SWITCH

A-12

A-4,6

GENERATOR

TERMINAL

BREAKER

3P350A MAIN

BREAKER

WP

WP

WP

WP

WP

WP

HYDROPNEUMATIC

CONTROLLER

WP

C1

E-504

ELECTRICAL SERVICE

EQUIPMENT

41C, DP-1

41C, DP-14

41C, DP-19