1. PROVIDE COMPLETE AND OPERATING SYSTEMS AS SPECIFIED AND INDICATED ON DRAWINGS. "PROVIDE"

SHALL MEAN "FURNISH AND INSTALL" WHEN USED HEREIN.

2. WORK SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES INCLUDING: ANSI B9.1/ASHRAE 15 - SAFETY CODE FOR MECHANICAL REFRIGERATION; HAWAII DOH CHAPTER 39, TITLE 11 - AIR CONDITIONING AND VENTILATION; HAWAII COUNTY BUILDING CODE;ASHRAE 62-2016 - VENTILATION STANDARD; SMACNA HVAC

DUCT CONSTRUCTION STANDARDS; 2021 INTERNATIONAL ENERGY CONSERVATION CODE.

3. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS AND FEES.

4. MATERIALS AND EQUIPMENT SHALL BE NEW AND GUARANTEED FOR ONE YEAR FROM THE DATE OF

ACCEPTANCE. MATERIALS AND EQUIPMENT SHALL BE AS SCHEDULED OR EQUAL, MEETING THE

REQUIREMENTS OF THE SPECIFICATION. MATERIALS AND EQUIPMENT SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO ORDER RELEASE. WORK SHALL BE GUARANTEED AGAINST DEFECTIVE WORKMANSHIP OR MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT. WARRANTY WORK SHALL BE COMPLETED AT NO EXTRA CHARGE TO THE OWNER. FURNISH

MANUFACTURER'S PRODUCT WARRANTY CERTIFICATES IN A BINDER.

5. PRIOR TO COMMENCEMENT OF WORK AND ORDERING OF EQUIPMENT, CONTRACTOR SHALL SUBMIT ELECTRONIC PDF DOCUMENTS OF PROPOSED MATERIALS AND EQUIPMENT. RECORD DRAWINGS, OPERATION MANUALS AND MAINTENANCE MANUALS SHALL BE SUBMITTED AS REQUIRED BY OWNER'S REPRESENTATIVE

UPON COMPLETION.

6. PREPARE SUBMITTALS FOR ALL PRODUCTS TO BE FURNISHED BY THE CONTRACTOR, INCLUDING BUT NOT LIMITED TO EQUIPMENT, DUCTWORK, PIPING, AIR TERMINALS, AND SIMILAR ITEMS. SHOULD CONTRACTOR PROCEED WITH ORDERING OR INSTALLING PRODUCTS PRIOR TO SUBMITTAL REVIEW, ALL COSTS REQUIRED TO MODIFY OR REPLACE SUCH PRODUCTS SHALL BE BORNE BY THE CONTRACTOR. THE PROPOSED USE OF ITEMS SPECIFIED ON THESE DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR FROM ITS RESPONSIBILITY

TO PREPARE SUBMITTALS.

7. DRAWINGS SHALL NOT BE SCALED.

8. PENETRATIONS OF FIRE RATED WALLS OR FLOORS BY PIPE SHALL BE SEALED BY A FIRESTOPPING SYSTEM UL

LISTED FOR THE APPLICATION. INSTALL PENETRATION SEAL MATERIALS IN ACCORDANCE WITH PRINTED

INSTRUCTIONS OF THE UL FIRE RESISTANCE DIRECTORY AND MANUFACTURERS INSTRUCTIONS.

FIRESTOPPING SYSTEM SHALL BE EQUAL TO 3M FIRE BARRIER. FIRESTOPPING MATERIAL SHALL BE CAULK OR PUTTY TYPE. PROVIDE FIRE DAMPERS ON ALL DUCT PENETRATIONS THROUGH FIRE RATED WALLS AS

REQUIRED TO PRESERVE THE FIRE RATING OF THE STRUCTURE.

9. MECHANICAL EQUIPMENT SHALL BE SECURED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND APPLICABLE SECTIONS OF THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL CODE.

10. ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT SHALL BE VERIFIED WITH ELECTRICAL DRAWINGS PRIOR TO ORDER RELEASE. ADDITIONAL ELECTRICAL WORK RESULTING FROM EQUIPMENT

SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

11. DUCTWORK, PIPING AND EQUIPMENT SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH

THE SMACNA SEISMIC RESTRAINT MANUAL - GUIDELINES FOR MECHANICAL SYSTEMS.

12. ELECTRICAL: CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. CONTRACTOR SHALL REVIEW DRAWINGS AND SPECIFICATIONS BY ALL OTHER DIVISIONS. CONTRACTOR SHALL NOTIFY OTHER CONTRACTORS OF ANY ADDITIONAL WORK REQUIRED UNDER OTHER DIVISIONS TO COMPLETE OWN WORK.

OBTAIN EQUIPMENT MANUFACTURER'S CONTROL WIRING DIAGRAMS FOR THE EQUIPMENT FURNISHED.

ELECTRICAL EQUIPMENT SHALL BE FURNISHED WITH WEATHER PROOF (NEMA 4X WHEN POSSIBLE)

ENCLOSURES FOR OUTDOOR INSTALLATIONS AND OTHERWISE AS INDICATED ON PLANS.

13. FIELD INVESTIGATIONS: CONTRACTOR SHALL VISIT WORK-SITE TO VERIFY AND BECOME FULLY AWARE OF ALL EXISTING CONDITIONS. EXISTING CONDITIONS PRIOR TO BID. ALL COSTS REQUIRED TO ACCOMMODATE EXISTING CONDITIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. NO ADDITIONAL ALLOWANCE AFTER BID WILL BE CONSIDERED DUE TO LACK OF SUCH DUE DILIGENCE OR FIELD EXAMINATION. INVESTIGATE THE CONTRACT DOCUMENTS AND MAKE PROPER PROVISIONS TO AVOID INTERFERENCES OR CONSTRUCTION DELAYS. DETERMINE THE EXACT ROUTE OF EACH DUCT AND PIPE. ANY DISCREPANCY SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.

14. WORK CONDITIONS: FIELD VERIFY CONDITIONS AND DIMENSIONS FOR INTERFERENCES. INSTALLED WORK SHALL BE PROTECTED DURING CONSTRUCTION AND CLEANED FOR FINAL INSPECTION. TOUCH-UP PAINT ALL RAW EDGES OF METAL EXPOSED TO WEATHER. COORDINATE WITH OTHER TRADES FOR PIPE SLEEVES AND

INSTALLATION OF EQUIPMENT SUPPORTS.

15. REQUIREMENTS: PERFORM WORK USING PERSONNEL SKILLED IN THE TRADE INVOLVED. PROVIDE COMPETENT SUPERVISION. FURNISH NEW EQUIPMENT, MATERIALS AND ACCESSORIES BEARING THE MANUFACTURER'S IDENTIFICATION AND CONFORMING TO THE RECOGNIZED COMMERCIAL STANDARDS.

16. EQUIPMENT INSTALLATION: INSTALL EQUIPMENT IN THE SPACE ALLOTTED WITH SUFFICIENT CLEARANCE FOR PROPER OPERATION AND MAINTENANCE AND WITH SUFFICIENT HEAD CLEARANCE ACCORDING TO THE BUILDING CODE. WHERE EQUIPMENT DIFFERS IN ARRANGEMENT OR CONNECTIONS FROM THOSE SHOWN, PROVIDE ALL REQUIRED CHANGES IN PIPING, SUPPORTS AND APPURTENANCES. PROVIDE ACCESS PANELS

WHERE REQUIRED FOR MAINTENANCE ACCESS TO EQUIPMENT.

GENERAL MECHANICAL SPECIFICATIONS

VD

CO2

M#.#

MECHANICAL SYMBOLS

SD

SUPPLY OR OA DUCT ELBOW

DOWN

DEMOLITION

DUCTWORK TRANSITION

SHEET METAL DUCTWORK

RETURN OR EXHAUST DUCT ELBOW

DOWN

45° BOOT BRANCH TAKEOFF

ELBOW WITH TURNING VANES

SUPPLY OR OA DUCT UP

RETURN AIR OR EXHAUST DUCT UP

EXHAUST AIR DUCT UP

SUPPLY AIR DIFFUSER

RETURN AIR OR EXHAUST

REGISTER

VOLUME DAMPER

EQUIPMENT TAG

CO2 SENSOR MOUNTED IN DUCT

SMOKE DETECTOR MOUNTED IN DUCT

DETAIL DESIGNATION

CEILING ACCESS PANEL

PIPE RISER TO UPPER LEVEL

CAPPED LINE

PIPE ELBOW UP/DOWN

PIPE BRANCH TOP CONNECTION

PIPE BRANCH BOTTOM CONNECTION

PIPE UNION

POINT OF CONNECTION

POINT OF DISCONNECTION

DUCT CONTINUATION

BDD BACKDRAFT DAMPER

RS/RL REFRIGERANT PIPES (SUCTION

AND LIQUID)

NAME: ELI B. WALTZ

TITLE: LICENSE NO.:

04/28/26

I CERTIFY THAT, TO THE BEST OF KNOWLEDGE, THIS PROJECTS DESIGN

SUBSTANTIALLY CONFORMS TO THE BUILDING ENERGY EFFICIENCY

STANDARDS PERTAINING TO THE COMMERCIAL PROVISIONS FOR

MECHANICAL SYSTEMS (C403, C404, & C405) OF THE 2021 IECC

COMPLIANCE METHOD

INFORMATION IN CONSTRUCTION DOCUMENTS

HVAC SYSTEMS

EQUIPMENT CAPACITY AND EFFICIENCY.

THERMOSTATIC CONTROLS.

VENTILATION RATE.

DEMAND CONTROL VENTILATION CONTROLS.

ENCLOSED PARKING GARAGE VENTILATION CONTROL.

ENERGY RECOVERY VENTILATION SYSTEM.

KITCHEN EXHAUST SYSTEM.

DUCT AND PLENUM INSULATION THICKNESS/R-VALUE.

DUCT AND PLENUM SEALING REQUIREMENTS.

PIPE INSULATION THICKNESS/R-VALUE.

FAN MOTOR HORSEPOWER.

FAN EFFICIENCY.

FAN MOTOR EFFICIENCY.

YES N/A

PUMP MOTOR EFFICIENCY.

VARIABLE-FLOW FAN CONTROL.

STATIC PRESSURE SENSOR LOCATION.

STATIC PRESSURE RESET CONTROL.

CHILLED WATER VARIABLE FLOW CONTROL.

CHILLER ISOLATION.

COOLING TOWER FAN CONTROL.

TERMINAL UNIT MINIMUM AND MAXIMUM AIRFLOW.

COMMISSIONING REQUIREMENTS.

REFRIGERATION

REFRIGERATION EQUIPMENT EFFICIENCY.

WALK-IN COOLERS AND FREEZERS.

REFRIGERATED DISPLAY CASES.

SERVICE WATER HEATING

HEAT RECOVERY FOR SERVICE WATER HEATING.

EQUIPMENT CAPACITY AND EFFICIENCY.

PIPE INSULATION.

HOT WATER PIPE LENGTH/VOLUME.

HOT WATER CIRCULATION CONTROLS.

HEATED POOL AND SPA COVERS.

COMMISSIONING REQUIREMENTS.

DATE:

SIGNATURE:

MECHANICAL ENGINEER 18572-M

X X X X X X X X X X X X X X X X X X X X X X

X

X X

NOTES:

X

X X X X

X X

X

COMMERCIAL BUILDING ENERGY EFFICIENCY STANDARDS

HAWAII COUNTY ENERGY CODE

2021 IECC, HAWAII REVISED STATUTES HRS 107-24 TO 28

2021 IECC AS AMENDED. MANDATORY AND PRESCRIPTIVE

2021 IECC AS AMENDED.

MANDATORY AND TOTAL BUILDING PERFORMANCE

ASHRAE STANDARD 90.1-2019. MANDATORY AND PRESCRIPTIVE

ASHRAE STANDARD 90.1-2019.

MANDATORY AND ENERGY COST BUDGET

STATE AMENDMENTS: UNAMENDED

COUNTY AMENDMENTS: PENDING

ELECTIVE USE OF 2021 CODES TO BEGIN 01/29/2025

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

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ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

MECHANICAL SYMBOLS,NOTES. & IECC

CF

CF

EW

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AutoCAD SHX Text 05/05/2026 4:32 pm https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAA2Jg8ITczUj0yvS7afLGVZGmhv_7Hlkga https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAA2Jg8ITczUj0yvS7afLGVZGmhv_7Hlkga

UP

BA

COMPOSTING

TANK

ENCLOSURE

BA

4" PVC VENT PIPE TO WEATHER CAP. CONNECT TO

COMPOSTER INTEGRAL VENTILATION FAN. SEE B/ML-101.

COMPOSTER SYSTEM

UP

BA

UNISEX

TOILET

UNISEX

TOILET

UNCOVERED

LANAI

PIPE

CHASE/STO

4" PVC VENT PIPE TO WEATHER CAP. CONNECT TO

COMPOSTER INTEGRAL VENTILATION FAN. SEE A/ML-101.

NATURAL VENTILATION. SEE

ARCHITECTURAL DRAWINGS.

NATURAL VENTILATION. SEE

ARCHITECTURAL DRAWINGS.

SCALE: 1/2" = 1'-0" 0 2' 4' NA VENTILATION PLAN - LOWER FLOOR

SCALE: 1/2" = 1'-0" 0 2' 4' NB VENTILATION PLAN - MAIN FLOOR

THIMBLE

FLASHING CONE

ROOF CONSTRUCTION

DWGS. ROOF TIE-IN BY

REFER TO ARCHITECTURAL

G.C.

COLLAR

THIMBLE

PAINT TO MATCH ROOF

BIRD PROOF CAP

RAIN PROOF &

FLAT TO 9/12

ROOF PITCH

OVER 10/12 TO 12/12

OVER 9/12 TO 10/12

DISTANCE "X"

2.0 FT.

4.0 FT.

3.0 FT.

"X

NO SCALE1 WEATHER CAP DETAIL

NOTICES

1. ALL ATTACHMENT HARDWARE FOR ANCHORING OUTDOOR PIPING AND EQUIPMENT SHALL

BE STAINLESS STEEL 316 CONSTRUCTION, INCLUDING NUTS, BOLTS, PIPE CLAMPS, AND

HANGERS. ALL SLOTTED STEEL CHANNELS SHALL BE STAINLESS STEEL 316

CONSTRUCTION.

2. ALL EXPOSED EQUIPMENT, PIPING, AND SUPPORTS SHALL BE PAINTED WITH CORROSION

RESISTANT COATINGS. COLOR TO MATCH SURROUNDINGS.

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

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ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

VENTILATION PLANS - LOWER AND MAIN FLOOR

CF

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AutoCAD SHX Text 05/05/2026 4:32 pm

G

PLUMBING SYMBOLS

1. PROVIDE COMPLETE PLUMBING SYSTEM AS SPECIFIED AND INDICATED ON DRAWINGS. "PROVIDE" SHALL MEAN "FURNISH AND INSTALL" WHEN

USED HEREIN.

2. THESE DRAWINGS ARE DIAGRAMMATIC TO SHOW WORK SCOPE, NOT SHOP DRAWINGS SHOWING ALL CONDITIONS OF EXISTING WORK.

CONTRACTOR MAY MODIFY TO SUIT CONDITIONS.

3. WORK SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES INCLUDING: HAWAII COUNTY PLUMBING CODE, 2021 INTERNATIONAL PLUMBING CODE, HAWAII COUNTY BUILDING CODE, AND ALL OTHER APPLICABLE STANDARDS AND CODES.

4. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS AND FEES.

5. WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES. WORK SHALL BE GUARANTEED AGAINST DEFECTIVE WORKMANSHIP OR MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT. WARRANTY WORK SHALL BE COMPLETED AT NO EXTRA CHARGE TO THE OWNERS. FURNISH MANUFACTURER'S PRODUCT WARRANTY CERTIFICATES IN A BINDER.

6. MATERIALS AND EQUIPMENT SHALL BE NEW AND GUARANTEED FOR ONE YEAR FROM THE DATE OF ACCEPTANCE. MATERIALS AND EQUIPMENT SHALL BE AS SCHEDULED OR EQUAL, MEETING THE REQUIREMENTS OF THE SPECIFICATION. MATERIALS AND EQUIPMENT SHALL

BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDER RELEASE.

7. RECORD DRAWINGS, OPERATION MANUALS AND MAINTENANCE MANUALS SHALL BE SUBMITTED AS REQUIRED BY ARCHITECT UPON

COMPLETION.

8. DRAWINGS SHALL NOT BE SCALED.

9. PENETRATIONS OF FIRE RATED WALLS OR FLOORS BY PIPE SHALL BE SEALED BY A FIRESTOPPING SYSTEM UL LISTED FOR THE APPLICATION.

INSTALL PENETRATION SEAL MATERIALS IN ACCORDANCE WITH PRINTED INSTRUCTIONS OF THE UL FIRE RESISTANCE DIRECTORY AND MANUFACTURERS INSTRUCTIONS. FIRESTOPPING SYSTEM SHALL BE EQUAL TO 3M FIRE BARRIER. FIRESTOPPING MATERIAL SHALL BE CAULK

OR PUTTY TYPE.

10. EQUIPMENT SHALL BE SECURED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND APPLICABLE SECTIONS OF THE UNIFORM

BUILDING CODE AND UNIFORM MECHANICAL CODE.

11. EQUIPMENT SHALL BE IDENTIFIED WITH BAKELITE NAMEPLATES. COLOR CODING OF NAMEPLATES AND IDENTIFICATION INFORMATION SHALL

BE COORDINATED WITH THE OWNER.

12. ELECTRICAL CHARACTERISTICS OF EQUIPMENT SHALL BE VERIFIED WITH ELECTRICAL DRAWINGS PRIOR TO ORDER RELEASE. ADDITIONAL ELECTRICAL WORK RESULTING FROM EQUIPMENT SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

13. THE OWNER SHALL BE NOTIFIED IN WRITING OF SHUTDOWN OF UTILITIES REQUIRED BY THE EXECUTION OF THIS CONTRACT.

14. INSPECTIONS: ARRANGE FOR INSPECTIONS BY ADMINISTRATIVE AUTHORITY.

15. ELECTRICAL: CONFORM TO THE REQUIREMENTS OF ANSI, AND NATIONAL ELECTRICAL CODE. OBTAIN EQUIPMENT MANUFACTURER'S

CONTROL WIRING DIAGRAMS FOR THE EQUIPMENT FURNISHED.

16. FIELD INVESTIGATIONS: VISIT THE WORK-SITE AND BECOME FULLY AWARE OF ALL EXISTING CONDITIONS. INVESTIGATE THE CONTRACT DOCUMENTS AND MAKE PROPER PROVISIONS TO AVOID INTERFERENCES OR CONSTRUCTION DELAYS. EXISTING UTILITY LOCATIONS SHALL BE FIELD-VERIFIED. UNFORESEEN OBSTRUCTIONS OR LACK OF INVERT DEPTH SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

17. REQUIREMENTS: PERFORM WORK USING PERSONNEL SKILLED IN THE TRADE INVOLVED. PROVIDE COMPETENT SUPERVISION. FURNISH NEW EQUIPMENT, MATERIALS AND ACCESSORIES BEARING THE MANUFACTURER'S IDENTIFICATION AND CONFORMING TO THE RECOGNIZED COMMERCIAL STANDARDS. COORDINATE WITH OTHER TRADES FOR PIPE SLEEVES AND INSTALLATION OF EQUIPMENT SUPPORTS

18. EQUIPMENT INSTALLATION: INSTALL EQUIPMENT IN THE SPACE ALLOTTED WITH SUFFICIENT CLEARANCE FOR PROPER OPERATION AND MAINTENANCE AND WITH SUFFICIENT HEAD CLEARANCE ACCORDING TO THE BUILDING CODE. WHERE EQUIPMENT DIFFERS IN ARRANGEMENT OR CONNECTIONS FROM THOSE SHOWN, PROVIDE ALL REQUIRED CHANGES IN PIPING, SUPPORTS AND APPURTENANCES. INSTALLED WORK SHALL BE PROTECTED DURING CONSTRUCTION AND CLEANED FOR FINAL INSPECTION. TOUCH-UP PAINT ALL RAW EDGES OF METAL EXPOSED

TO WEATHER.

19. PIPING: INSPECT FOR AND REMOVE ALL INTERIOR OBSTRUCTIONS AND BURRS BEFORE INSTALLATION. SLOPE DRAINS AT 14" PER FOOT.

PERFORATED STRAP AND WIRES ARE NOT ACCEPTABLE HANGERS.

20. FERROUS PIPING SHALL HAVE A PROTECTIVE COATING OF AN APPROVED TYPE; MACHINE APPLIED IN ACCORDANCE WITH RECOGNIZED

STANDARDS. APPROVED NONFERROUS PIPING SHALL NOT BE REQUIRED TO BE WRAPPED.

21. WATER LINES: PROTECT AGAINST ELECTROLYSIS WITH TWO LAYERS OF ANTI-CORROSION TAPE WHERE THEY CONTACT FERROUS METAL.

22. PRESSURIZE ROUGH-IN WATER LINES TO 125 PSI FOR 3 HOURS AND INSPECT FOR LEAKS BEFORE BEING CLOSED UP. RETEST LINES AT 75 PSI AFTER FIXTURES ARE CONNECTED. TEST WASTE LINES TO HOLD 10' WATER HEAD FOR 15 MINUTES WITHOUT LOSS.

23. FLUSH OUT AND DISINFECT WATER LINES WITH 50 PPM CHLORINE FOR 6 HOURS OR 100PPM FOR TWO UNLESS WAIVED BY THE OWNER IN

WRITING. FLUSH PIPES UNTIL RESIDUAL IS DOWN TO 0.3 PPM.

24. INSTALL INSULATION SYSTEM IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS USING TRADESMAN SKILLED IN THIS TRADE AND APPROVED BY THE INSULATION MANUFACTURER. PROVIDE INSULATION PRODUCTS WITH A COMPOSITE (INSULATION, JACKET AND ADHESIVE) FIRE AND SMOKE HAZARD RATING AS TESTED UNDER ASTM E84, NFPA 255 AND UL 723, NOT EXCEEDING A FLAME SPREAD OF 25 AND SMOKE

DEVELOPED OF 50.

25. EXPANSION CLEARANCES: AT POINTS WHERE PIPE WILL MOVE DURING EXPANSION AND CONTRACTION (EXPANSION JOINTS, Z-BENDS, EXPANSION LOOPS AND ELLS), CLEARANCES BETWEEN THE PIPE AND ENCASED INSULATION SHALL BE SIZED TO PERMIT FULL PIPE

MOVEMENT WITHOUT CRACKING OR DAMAGING INSULATION AND JACKET.

26. WATER HAMMER ARRESTOR(S): BUILDING WATER SUPPLY SYSTEMS WHERE QUICK-ACTING VALVES ARE INSTALLED SHALL BE PROVIDED WITH WATER HAMMER ARRESTOR(S) TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVE PER UPC 609.11.

GENERAL PLUMBING NOTES

SANITARY LINE

PLUMBING VENT

COLD WATER LINE

HOT WATER LINE

HOT WATER RETURN LINE

GAS LINE

DEMOLITION

PIPE RISER TO UPPER LEVEL

CAPPED LINE

PIPE ELBOW UP/DOWN

PIPE BRANCH TOP CONNECTION

PIPE BRANCH BOTTOM CONNECTION

PIPE UNION

BALL VALVE

CHECK VALVE

GATE VALVE

PRESSURE REDUCING VALVE

EMERGENCY GAS SHUT-OFF VALVE

EQUIPMENT TAG

PLUMBING ABBREVIATIONS

HERTZ

KILOWATT

LAVATORY

MANUFACTURER

MAXIMUM

MECHANICAL

MINIMUM

MOUNTED

NOMINAL

NET POSITIVE SUCTION HEAD

PHASE

PLUMBING

PRESSURE REDUCING VALVE

QUANTITY

ROOF DRAIN

REQUIRED

REDUCING PRESSURE BACKFLOW

PREVENTOR

ROOM

SANITARY

SHOWER DRAIN

SHOWER

SERVICE SINK

SQUARE

TEMPERATURE AND PRESSURE

TOTAL DISCHARGE HEAD

TEMPERATURE

TRAP PRIMER

TYPICAL

URINAL

VENT

VACUUM BREAKER

VENT TO ROOF

WITH

WATER CLOSET

WALL CLEANOUT

HZ

KW

LAV

MANUF

MAX

MECH

MIN

MTD

NOM

NPSH

PH

PLMB

PRV

QTY

RD

REQ'D

RPBP

RM

S

SD

SHWR

SS

SQ

T&P

TDH

TEMP

TP

TYP

UR

V

VB

VTR

W/

WC

WCO

EXISTING

DEMOLITION

NEW

RELOCATED

ABOVE

ADJUSTABLE

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

APPROXIMATELY

ARCHITECT

BUILDING

BRAKE HORSEPOWER

BRITISH THERMAL UNITS

BALL VALVE

CAPACITY

CEILING

CONCRETE

CONNECT

CONTINUATION

CLEANOUT TO GRADE

COLD WATER

DRINKING FOUNTAIN

DOWN

EACH

ELECTRICAL

EXISTING

FLOOR DRAIN

FLOOR CLEANOUT

FLOOR

FLOOR SINK

GALLONS

GALLONS PER MINUTE

HOSE BIBB

FLEXIBLE

FLOOR

FEET

HEATER

ABV

ADJ

AFF

AFG

APPROX

ARCH

BLDG

BHP

BTU

BV

CAP

CLG

CONC

CONN

CONT'N

COTG

CW

DF

DN

EA

ELEC

EXIST

FD

FCO

FLR

FS

GAL

GPM

HB

FLEX

FLR

FT

HTR

(E) (D) (N) (R)

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

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ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

P-001

PLUMBING SYMBOLS & NOTES

MS

MS

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AutoCAD SHX Text 05/05/2026 4:44 pm

X

X

X

X

X

X

X cotg cotg

AeccDbGrading (AeccLand130)

AeccDbGrading (AeccLand130) cotg cotg

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

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8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

PK-101

OVERALL PLUMBING SITE PLAN

SCALE: 1" = 20' 0 20' 40' NA OVERALL PLUMBING SITE PLAN

SEE A

PK-201

PLUMBING PLAN

MS

MS

EW

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AutoCAD SHX Text 05/05/2026 4:44 pm

EXHIBIT

AREA

COVERED

LANAI

UNISEX

RESTROOM

UTILITY

FAMILY

RESTROOM

WC-2

SS

WC-1

L-1

L-2

EWC

2"WCO

4"WCO

4"WCO

4"VTR

4"S, SEE CIVIL

DWGS FOR

CONT'N.

1-1/2" CW SUPPLY, SEE

CIVIL DWGS FOR CONT'N.

1-1/2" BALL VALVE & PRV,

SET PRV @ 60 PSI

4"S, SEE CIVIL

DWGS FOR

CONT'N.

WC-1

WC-2

L-2

L-1

SS

EWC

2" 2"

2"

2"2" 2"

2"

2"

4"

4" 4"

4"4"WCO

4" WCO

2" WCO 4"

4" VTR

4" WC-2

L-2

SS

EWC WC-1

L-1 1-1/2" BALL VALVE & PRV,

SET PRV @ 60 PSI

1-1/2" CW SUPPLY, SEE

CIVIL DWGS FOR CONT'N.

112" 112"

112"

1" 12"

12" 12"

12"

12" 1"

112"114"

114"

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

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8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

PK-201

PLUMBING PLAN, DIAGRAMS & DETAILS

SCALE: 1/4" = 1'-0" 0 4' 8' NA PLUMBING PLAN

NO SCALE1 SANITARY PIPING DIAGRAM

NO SCALE2 WATER PIPING DIAGRAM

FINISH FLOOR

MAY EXTEND AS WASTE OR

VENT PIPING

PROVIDE CAST BRONZE

TAPER THREAD PLUG WITH

STAINLESS STEEL ROUND

COVER AND SCREW

REFER TO SPECIFICATIONS

FOR EXACT PIPING

MATERIALS AND COUPLING

TYPE (TYPICAL)

COMBINATION WYE AND 1/8

BEND IF CLEANOUT OCCURS

MIDSTREAM

FOR WALL CONSTRUCTION

REFER TO ARCHITECTURAL

DRAWINGS

PROVIDE SANITARY TAP TEE OR

TEST TEE WITH TAP ON TOP AS

REQUIRED OR CONTRACTOR

MAY CHOSE TO PROVIDE

MANUFACTURED CLEANOUT TEE

WITH COUNTERSUNK PLUG

PROVIDE 1/4 BEND LONG SWEEP (90° EXTRA

LONG ELBOW) FITTING IF CLEANOUT OCCURS

AT END OF LINE

VENT PIPE

METAL ROOFING

1" ANNULAR SPACE

ALL AROUND VENT

PIPE

SILICONE SEALANT

6" M

IN

ROOF FASTENERS

SILICONE FLASHING BOOT

SQUARE BASE FLASHING

EPDM RUBBER OR

NO SCALE4 VENT THRU ROOF DETAIL

NO SCALE3 WALL CLEANOUT DETAIL

MS

MS

EW

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AutoCAD SHX Text 05/05/2026 4:44 pm

X

X

X

X

X

X cotg cotg

AeccDbGrading (AeccLand130)

AeccDbGrading (AeccLand130) cotg cotg

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

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8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

PS-101

OVERALL PLUMBING SITE PLAN

SCALE: 1" = 20' 0 20' 40' NA OVERALL PLUMBING SITE PLAN

SEE A

PS-201

PLUMBING PLAN

MS

MS

EW

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AutoCAD SHX Text 05/05/2026 4:46 pm

XX XX XX XXXX XX XX XXXX XX XX XX

X

X X

X X

X

XX

X X

X X

X X

X X

XOFFICE

UTIL./STO.

ACC

RESTROOM

CARPORT

WC-1

L-1

3"WCO

3"VTR

SS

3"S, SEE CIVIL

DWGS FOR

CONT'N.

1-1/4"CW SUPPLY, SEE

CIVIL DWGS FOR CONT'N.

1-1/4" BALL VALVE & PRV,

SET PRV @ 60 PSI

3"S, SEE CIVIL

DWGS FOR

CONT'N.

L-1

SS

WC-1

3"VTR

3"

3"

3" 2"

2" 2"

2"

3"WCO

1-1/4"CW SUPPLY, SEE

CIVIL DWGS FOR CONT'N.

WC-1

L-1

SS

1-1/4" BALL VALVE & PRV,

SET PRV @ 60 PSI

114" 114"

1"

12" 12"

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

KE

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8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

PS-201

PLUMBING PLAN, DIAGRAMS & DETAILS

SCALE: 1/4" = 1'-0" 0 4' 8' NA PLUMBING PLAN

NO SCALE1 SANITARY PIPING DIAGRAM

NO SCALE2 WATER PIPING DIAGRAM

FINISH FLOOR

MAY EXTEND AS WASTE OR

VENT PIPING

PROVIDE CAST BRONZE

TAPER THREAD PLUG WITH

STAINLESS STEEL ROUND

COVER AND SCREW

REFER TO SPECIFICATIONS

FOR EXACT PIPING

MATERIALS AND COUPLING

TYPE (TYPICAL)

COMBINATION WYE AND 1/8

BEND IF CLEANOUT OCCURS

MIDSTREAM

FOR WALL CONSTRUCTION

REFER TO ARCHITECTURAL

DRAWINGS

PROVIDE SANITARY TAP TEE OR

TEST TEE WITH TAP ON TOP AS

REQUIRED OR CONTRACTOR

MAY CHOSE TO PROVIDE

MANUFACTURED CLEANOUT TEE

WITH COUNTERSUNK PLUG

PROVIDE 1/4 BEND LONG SWEEP (90° EXTRA

LONG ELBOW) FITTING IF CLEANOUT OCCURS

AT END OF LINE

VENT PIPE

METAL ROOFING

1" ANNULAR SPACE

ALL AROUND VENT

PIPE

SILICONE SEALANT

6" M

IN

ROOF FASTENERS

SILICONE FLASHING BOOT

SQUARE BASE FLASHING

EPDM RUBBER OR

NO SCALE4 VENT THRU ROOF DETAIL

NO SCALE3 WALL CLEANOUT DETAIL

MS

MS

EW

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AutoCAD SHX Text 05/05/2026 4:46 pm

LOADING/UNLOADING ONLY

LOADING/UNLOADING ONLY

X

X

X

X

X

X

X

X

D

AeccDbGrading (AeccLand130)

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

KE

AL

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P

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M

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J O

B N

O . F

C

8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

PP-101

OVERALL PLUMBING SITE PLAN

SCALE: 1" = 20' 0 20' 40' NA OVERALL PLUMBING SITE PLAN

SEE A

PP-201

EXISTING/DEMOLITION PLUMBING PLAN

SEE A

PP-202

EXISTING/NEW PLUMBING PLAN

MS

MS

EW

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AutoCAD SHX Text

TMK(3)8-2-05:19

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AutoCAD SHX Text 05/05/2026 4:43 pm

B CA D

(E) Util./Sto.

(E) Women's Restroom

(E) Open Pavilion

(E) Men's Restroom

(D)SHOWER, SEE

CIVIL DWGS

(E)DF

(D)LAV

(D)LAV

(D)WC

(D)WC

(D)WC

(D)WC

(D)UR

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

KE

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O . F

C

8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

PP-201

EXISTING/ DEMOLITION PLUMBING PLAN

SCALE: 1/4" = 1'-0" 0 4' 8' NA EXISTING/ DEMOLITION PLUMBING PLAN

MS

MS

EW

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AutoCAD SHX Text 05/05/2026 4:43 pm

B CA D

(E) Util./Sto.

(E) Women's Restroom

(E) Open Pavilion

(E) Men's Restroom

(N)SHOWER, SEE

CIVIL DWGS

(E)DF

(N)L-1

(N)UR

(N)WC-1

(N)L-1

(N)WC-1

(N)WC-2

(N)WC-2

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

KE

AL

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TO

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P

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EN

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J O

B N

O . F

C

8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-M

PP-202

EXISTING/ NEW PLUMBING PLAN

SCALE: 1/4" = 1'-0" 0 4' 8' NA EXISTING/ NEW PLUMBING PLAN

MS

MS

EW

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AutoCAD SHX Text 05/05/2026 4:43 pm

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

KE

AL

AK

EK

U A

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H

IS

TO

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P

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PR

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M

EN

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J O

B N

O . F

C

8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-E

ELECTRICAL SYMBOLS, NOTES & IECC

CF

CF

EW

EK-001

PC

a

M

HOMERUN CONDUIT - STROKES INDICATE

QUANTITY OF CONDUCTORS

CONDUIT/WIRE CONCEALED IN WALL OR ABOVE CEILING EXCEPT IN EXPOSED

STRUCTURE AREAS 1/2"-2 #12 & 1 #12 GND THWN U.N.O.

CONDUIT AND/OR WIRE BELOW FLOOR OR GRADE

3/4"-2 #12 & 1 #12 GND THWN UNLESS NOTED

EXISTING CONDUIT AND/OR CONDUCTORS

TO REMAIN (SHOWN LIGHT)

SPECIAL RECEPTACLE @ +18" TO CENTER UNLESS NOTED

IF a:

R = RELAY

C = CONTACTOR

P = POWER SUPPLY

CEILING MOUNTED VACANCY SENSOR

PHOTOCELL (INSTALL ON ROOF FACING NORTH)

ELECTRICAL SYMBOLS

a b

A a b a J a

A

SWITCH BANK (IDENTIFIED WITH UPPERCASE)

IF b:

F = 3 SPEED SWITCH

2 = 2 POLE SWITCH

3 = 3-WAY SWITCH

D = DIMMER SWITCH

K = KEY OPERATED SWITCH

M = VACANCY SENSOR SWITCH

SINGLE RECEPTACLE @ +18" TO CENTER UNLESS NOTED

WALL MOUNTED DUPLEX RECEPTACLE @ +18" TO CENTER U.N.O.

= RECEPTACLE PROTECTED BY GFCI BREAKER, OR GFCI TYPE

RECEPTACLE INSTALLED PER NEC 210.8.

= DOUBLE DUPLEX RECEPTACLE

= 1/2 SWITCHED (BOTTOM HALF) DUPLEX RECEPTACLE

IF a:

C = RECEPTACLE INSTALLED ABOVE COUNTER

H = RECEPTACLE INSTALLED HORIZONTALLY

IF b:

MOUNTING HEIGHT IN INCHES TO TOP OF RECEPTACLE

FLOOR MOUNT RECEPTACLE

JUNCTION BOX, IF a:

CF = CEILING FAN

S = SIGNAGE

WH = WATER HEATER

LUMINAIRE IDENTIFICATION

A = LUMINAIRE DESIGNATION (UPPERCASE)

a = SWITCH DESIGNATION (LOWERCASE)

LAY-IN/RECESSED TROFFER

SURFACE MOUNT TROFFER

LUMINAIRE ON EMERGENCY CIRCUIT OR

INTEGRAL BATTERY BACK-UP

SUSPENDED LUMINAIRE

DOWNLIGHT LUMINAIRE

ELECTRICAL DEMOLITION. REMOVE EQUIPMENT AND

APPURTENANCES IN THEIR ENTIRETY U.N.O.

COORDINATE WORK RESTRICTIONS PRIOR TO

DEMOLITION.

(D) or

CEILING MOUNT RECEPTACLE

N

F

SURFACE MOUNTED PANELBOARD

FLUSH MOUNTED PANELBOARD

MAIN SWITCHBOARD, MOTOR CONTROL

CENTER OR DISTRIBUTION BOARD

CONCRETE PULLBOX WITH HEAVY DUTY STEEL

TRAFFIC COVER

UTILITY PULLBOX

METER

NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

SINGLE POLE SWITCH @ +48" TO TOP UNLESS NOTED

a = DEVICE SWITCH IDENTIFICATION (LOWERCASE)

M

HP

M

AUTOMATIC TRANSFER SWITCH

MOTOR LOAD

SINGLE METER WITH CT,

FUSIBLE SWITCH

CIRCUIT BREAKER

TRANSFORMER

COMBINATION METER/MAIN

GENERAL ELECTRICAL SPECIFICATIONS

1. CONTRACTOR SHALL COMPLY WITH VERSION OF NFPA 70 CURRENTLY ADOPTED AND ENFORCED BY THE AUTHORITY HAVING JURISDICTION.

2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO BID.

3. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE. ROUTE CONDUITS AND LOCATE EQUIPMENT BASED ON THE INTENT IDENTIFIED ON DRAWINGS, MODIFY TO SUITE FIELD CONDITIONS. PROVIDE ALL CONDUITS, FITTINGS, BOXES, WIRING, CONDUIT SEALS, ETC., AS REQUIRED FOR COMPLETION OF THE RACEWAY SYSTEM IN COMPLIANCE WITH THE NEC AND THE CONTRACT DOCUMENTS.

4. FINAL CONNECTIONS & ROUGH-IN REQUIREMENTS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT

ACTUALLY SUPPLIED.

5. CONTRACTOR SHALL REVIEW DRAWINGS AND SPECIFICATIONS BY ALL OTHER DIVISIONS. ELECTRICAL WORK NOTED OR OTHERWISE REQUIRED UNDER OTHER DIVISIONS SHALL BE REVIEWED AND INCLUDED UNDER THE ELECTRICAL CONTRACTOR'S SCOPE.

6. CONTRACTOR SHALL VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID. ALL COSTS REQUIRED TO ACCOMMODATE EXISTING CONDITIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. NO ADDITIONAL ALLOWANCE AFTER BID WILL BE CONSIDERED DUE TO LACK OF

SUCH DUE DILIGENCE OR FIELD EXAMINATION.

7. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

8. WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE AND NATIONAL CODES AND ORDINANCES, OR

THOSE CURRENTLY ADOPTED BY THE LOCAL JURISDICTION.

9. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY.

10. PROVIDE PERMITS AND INSPECTIONS REQUIRED.

11. PREPARE SUBMITTALS FOR ALL PRODUCTS TO BE FURNISHED BY THE CONTRACTOR, INCLUDING BUT NOT LIMITED TO EQUIPMENT, RACEWAYS AND BOXES, WIRING, LIGHT FIXTURES, AND SIMILAR ITEMS. SHOULD CONTRACTOR PROCEED WITH ORDERING OR INSTALLING PRODUCTS PRIOR TO SUBMITTAL REVIEW, ALL COSTS REQUIRED TO MODIFY OR REPLACE SUCH PRODUCTS SHALL BE BORNE BY THE CONTRACTOR. THE PROPOSED USE OF ITEMS SPECIFIED ON THESE DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR FROM ITS RESPONSIBILITY TO PREPARE

SUBMITTALS.

17. SYSTEMS SHALL BE COMPLETE, OPERABLE AND READY FOR CONTINUOUS OPERATION. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR. START OF GUARANTEE PERIOD SHALL COMMENCE AFTER 30 DAYS OF TROUBLE FREE OPERATION AFTER AFTER PROJECT ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT ADDITIONAL COST.

18. PROVIDE RECORD DRAWINGS AND ALL OTHER CLOSEOUT MATERIALS REQUIRED AS A PART OF THIS CONTRACT. RECORD DRAWINGS SHALL

INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC.

19. VERIFY EXACT LOCATION AND ELECTRICAL CHARACTERISTICS OF EQUIPMENT TO BE FURNISHED BY OTHER DISCIPLINES PRIOR TO ROUGH-IN.

20. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS

NECESSARY AT NO ADDITIONAL COST.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER

THIS SECTION OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION.

22. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO

SUBSTITUTE ALTERNATE MATERIALS OR EQUIPMENT.

23. PENETRATIONS OF FIRE RATED WALLS OR FLOORS BY PIPE SHALL BE SEALED BY A FIRESTOPPING SYSTEM UL LISTED FOR THE APPLICATION.

INSTALL PENETRATION SEAL MATERIALS IN ACCORDANCE WITH PRINTED INSTRUCTIONS OF THE UL FIRE RESISTANCE DIRECTORY AND MANUFACTURERS INSTRUCTIONS. FIRESTOPPING SYSTEM SHALL BE EQUAL TO 3M FIRE BARRIER. FIRESTOPPING MATERIAL SHALL BE CAULK OR PUTTY TYPE. FIRESTOP ALL PENETRATIONS THROUGH FIRE RATED WALLS AS REQUIRED TO PRESERVE THE FIRE RATING OF THE STRUCTURE.

24. PROTRUDING OBJECTS SHALL COMPLY WITH ADAAG 307. WALL MOUNTED FIXTURES OR SIMILAR WALL MOUNTED DEVICES SHALL NOT PROTRUDE MORE THAN 4" HORIZONTALLY INTO THE CIRCULATION PATH, OR OTHERWISE SHALL BE INSTALLED 80" MINIMUM TO THE BOTTOM OF

THE FIXTURE.

25. WHERE PROJECT WORK INVOLVES COORDINATION WITH THE LOCAL UTILITY, IMMEDIATELY UPON AWARD OF CONTRACT CONTRACTOR SHALL CONTACT UTILITY TO ENSURE ALL UTILITY AGREEMENTS, PROPOSAL, AND UTILITY DRAWINGS ARE COMPLETE AND APPROVED. PROVIDE PROPOSED DATE OF ENERGIZING SERVICE IN ORDER TO FACILITATE PROPER SCHEDULING WITH THE UTILITY SERVICE.

OH OH OVERHEAD POWER LINES

EMERGENCY BATTERY LIGHTING UNIT WITH TWIN HEADS

AND EXIT SIGN

EMERGENCY BATTERY LIGHTING UNIT WITH TWIN HEADS

WALL MOUNTED LUMINAIRE

CONDUIT RISER UP/DOWN

CONDUIT STUB OUT

TELEPHONE/DATA OUTLET

(X) 4-PAIR CAT-6 CABLES (TYPE 'H')

PROVIDE CORRESPONDING FACEPLATE WITH QTY OF PORTS

AS REQUIRED, WHERE "X" INDICATED NUMBER OF PORTS.

CB = CIRCUIT BREAKER

TS = TIMESWITCH

PB = PUSH BUTTON TYPE

CONTROL STATION

x

COMPLIANCE METHOD

NAME: ELI B. WALTZ

TITLE:

LICENSE NO.:

COMPLIANCE METHOD

2021 IECC AS AMENDED. MANDATORY AND PRESCRIPTIVE

2021 IECC AS AMENDED. MANDATORY AND TOTAL BUILDING PERFORMANCE

ASHRAE STANDARD 90.1-2013. MANDATORY AND PRESCRIPTIVE

ASHRAE STANDARD 90.1-2013. MANDATORY AND TOTAL BUILDING PERFORMANCE

INFORMATION IN CONSTRUCTION DOCUMENTS

INTERIOR LIGHTING

OCCUPANT SENSOR CONTROLS

TIME SWITCH CONTROLS

DAYLIGHT RESPONSIVE CONTROLS

DAYLIGHT ZONES ON PLANS

GUEST ROOM CONTROLS

INTERIOR LIGHTING FIXTURE SCHEDULE

INTERIOR LIGHTING POWER ALLOWANCES

INTERIOR LIGHTING FIXTURE LOCATIONS

LIGHTING CONTROL FUNCTIONAL PERFORMANCE

TESTING REQUIREMENT

EXTERIOR LIGHTING CONTROLS

EXTERIOR LIGHTING FIXTURE SCHEDULE

EXTERIOR LIGHTING POWER ALLOWANCES

YES N/A

C405.2.1 C405.2.2 C405.2.3

C405.2.3.2 & C405.2.3.3 C405.2.4

C405.3.2

C408.3

C405.2.6

EXTERIOR LIGHTING FIXTURE LOCATIONS

ELECTRICAL TRANSFORMER EFFICIENCY C405.6

ELECTRICAL MOTOR EFFICIENCY C405.7

DATE: 04/28/2026

SIGNATURE:

ELECTRICAL ENGINEER

18572-E

X

X

X X X X

X X X X X

X X X X

X X

NOTES:

EXTERIOR LIGHTING

ELECTRICAL

I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE, THIS

PROJECTS DESIGN SUBSTANTIALLY CONFORMS TO THE

BUILDING ENERGY EFFICIENCY STANDARDS

PERTAINING TO THE COMMERCIAL PROVISIONS FOR

ELECTRICAL & LIGHTING SYSTEMS (C405, & C408) OF

THE 2021 IECC WITH AMENDMENTS PER HAR 3-181.1:

C405.4.2

VOLTAGE DROP LESS THAN 5%

TENANT SUBMETERING

C405.9 C405.10

X X

HAWAII COUNTY ENERGY CODE 2021 IECC, HAWAII REVISED

STATUTES HRS 107-24 TO 28 & HAWAII ADMINISTRATIVE

RULES

CHAPTER HAR 3-181.1 COMMERCIAL BUILDING ENERGY

EFFICIENCY STANDARDS

ELECTRICAL ABBREVIATIONS

+18" INDICATES MOUNTING HEIGHTS ARE TO CENTERLINE OF

DEVICE AFF OR AFG

AF AMP FUSE (FOR FUSES), AMP FRAME (FOR CIRCUIT

BREAKERS)

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ LOCAL AUTHORITY HAVING JURISDICTION

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

MTS MANUAL TRANSFER SWITCH

C CONDUIT

CONT CONTINUATION

CU COPPER

CW COLD WATER PIPE

FACP FIRE ALARM CONTROL PANEL

AFCI INDICATES ARC FAULT CIRCUIT INTERRUPTER WITH

DEDICATED NEUTRAL

GFCI GROUND FAULT CIRCUIT INTERRUPTER WITH DEDICATED

NEUTRAL

GFP GROUND FAULT PROTECTION

GND GROUND

HELCO ELECTRICAL UTILITY COMPANY

IWP IN-USE WEATHER-PROOF (NEMA 3R)

LO LUGS ONLY (SEE ALSO MLO)

MCB MAIN CIRCUIT BREAKER

MLO MAIN LUGS ONLY

NEC NATIONAL ELECTRICAL CODE, AS ADOPTED BY THE AHJ

P POLE

PFFB PROVISION FOR FUTURE BREAKER

PH PHASE

PNL INDICATES PANEL

TYP TYPICAL

UPS UNINTERRUPTIBLE POWER SYSTEM

WP WEATHER-PROOF (NEMA 3R)

XFMR TRANSFORMER

UNO UNLESS NOTED OTHERWISE

(D) DEMOLITION

(E) EXISTING

(N) NEW

(R) RELOCATE/RELOCATED

TRACK LIGHT WITH FIXTURE HEADS

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AutoCAD SHX Text 05/05/2026 4:51 pm

X

X

X

X

X

X

S

S

W

(N) METER POLE (UNDER SEPARATE PERMIT)

(N)CMU WALL (UNDER SEPARATE PERMIT)

SCALE: 1" = 40' 0 40' 80' NA OVERALL ELECTRICAL SITE PLAN

GENERAL NOTES

1. ALL CONDUIT WITHIN AREAS SUBJECT TO VEHICULAR TRAFFIC

SHALL BE CONCRETE ENCASED PER DETAIL 3/EK-302.

2. CONDUIT NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE DIRECT

BURIED PER DETAIL 4/EK-302.

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

KE

AL

AK

EK

U A

BA

Y

H

IS

TO

R

IC

AL

P

AR

K

SI

TE

IM

PR

O

VE

M

EN

TS

J O

B N

O . F

C

8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-E

OVERALL ELECTRICAL SITE PLAN

CF

CF

EW

SEE A

EK-201

POWER PLAN

SEE B

EK-201

LIGHTING PLAN

EK-101

UTILITY COORDINATION

A. ELECTRICAL SERVICE:

1. COORDINATE WITH THE UTILITY COMPANIES TO PROVIDE SERVICE.

2. FURNISH MATERIALS IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE UTILITIES AND THESE SPECIFICATIONS.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR SCHEDULING AND COORDINATING THE WORK OF SUBCONTRACTORS, SUPPLIERS, AND OTHER INDIVIDUALS OR ENTITIES PERFORMING OR FURNISHING ANY OF CONTRACTOR'S WORK.

4. PROVIDE ALL WORK AND MATERIALS AND BEAR ALL COSTS FOR PROVIDING TEMPORARY CONSTRUCTION POWER AND THE

PERMANENT ELECTRICAL SERVICE, INCLUDING BUT NOT LIMITED TO:

a. ALL WORK AND MATERIALS NOT PROVIDED BY THE ELECTRIC UTILITY.

b. ALL PERMITS AND FEES REQUIRED BY THE ELECTRIC UTILITY.

5. PROVIDE ELECTRICAL DUCTS, RACEWAYS, CONDUCTORS AND CONNECTIONS INDICATED ON THE DRAWINGS, AND ALL OTHER WORK AND MATERIALS REQUIRED FOR A COMPLETE ELECTRICAL SERVICE, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

a. ELECTRICAL SERVICE CONDUITS AND CONDUCTORS FROM THE POINT OF ELECTRIC UTILITY CONNECTION TO THE SERVICE

ENTRANCE EQUIPMENT.

b. METERING CONDUITS FROM THE INSTRUMENT TRANSFORMERS TO THE METER.

B. TELEPHONE/CATV SERVICE:

1. PROVIDE ALL WORK AND MATERIALS AND BEAR ALL COSTS FOR THE TELEPHONE/CATV SERVICE DURING CONSTRUCTION.

2. PROVIDE THE TELEPHONE/CATV ENTRANCE CONDUIT(S) FROM THE TERMINAL POLE TO THE TELEPHONE BOARD, AND ALL OTHER

WORK AND MATERIALS REQUIRED FOR A COMPLETE TELEPHONE/CATV SERVICE.

3. COORDINATE AND OBTAIN INSPECTIONS AND FINAL INSTALLATION APPROVAL FROM SERVING UTILITIES AND OTHER AUTHORITIES

HAVING JURISDICTION.

4. BEFORE COMMENCING WORK, COORDINATE COMPLETE TELEPHONE/CATV SERVICE:

a. VERIFY COMPLIANCE WITH TELEPHONE/CATV UTILITY REQUIREMENTS.

b. VERIFY EXACT LOCATION OF EACH SERVICE POINT AND TYPE OF SERVICE.

c. PAY ANY CHARGES REQUIRED BY THE TELEPHONE/CATV UTILITY FOR CONNECTION AND TURN-ON.

5. COORDINATE COMPLETE TELEPHONE/CATV LINE CONNECTIONS AT LOCATIONS INDICATED ON THE DRAWINGS WITH THE LOCAL

TELEPHONE UTILITY.

C. CERTIFICATION:

1. PRIOR TO EQUIPMENT PROCUREMENT, SUBMIT CERTIFICATION THAT THE INTENDED INSTALLATION HAS BEEN COORDINATED WITH

THE UTILITY COMPANIES AND MEETS ALL UTILITY REQUIREMENTS.

2. BEFORE START OF SITE WORK, MAKE ARRANGEMENTS FOR TEMPORARY TELEPHONE AND ELECTRICAL SERVICE AS REQUIRED.

3. BEFORE BIDDING, THE ELECTRICAL CONTRACTOR SHALL CONTACT THE UTILITIES TO DETERMINE THE WORK AND MATERIALS THAT

WILL BE REQUIRED FROM THE CONTRACTOR, AND ALL FEES AND PERMITS THAT WILL BE REQUIRED, SO THAT ALL UTILITY

SYSTEMS FURNISHED BY THE CONTRACTOR WILL BE INCLUDED IN THE BID.

4. COORDINATE WORK WITH ENGINEER TO MINIMIZE DOWNTIME OF EXISTING OPERATING EQUIPMENT AND ELECTRICAL

DISTRIBUTION SYSTEMS AND TO PRECLUDE UNSAFE OPERATION:

a. NOTIFY OWNER 10 DAYS BEFORE POWER INTERRUPTIONS.

b. COORDINATE DOWNTIME WITH OWNER AND LOCAL ELECTRIC UTILITY.

5. BEFORE COMMENCING WORK, COORDINATE ELECTRIC SERVICE ENTRANCE REQUIREMENTS WITH LOCAL ELECTRIC UTILITY TO ASSURE THAT THE INSTALLATION WILL BE COMPLETE IN ACCORDANCE WITH THESE SPECIFICATIONS AND UTILITY COMPANY

REQUIREMENTS:

a. ENSURE POWER TRANSFORMER SIZE, ELECTRICAL CHARACTERISTICS, AND LOCATION ARE CONSISTENT WITH THE DESIGN

AND SERVICE VOLTAGE PROVIDED BY THE ELECTRIC UTILITY COORDINATED WITH OTHER TRADES.

b. ARRANGE FOR UTILITY REVENUE METER.

c. COORDINATE INSTALLATION OF METERING C.T.'S AND P.T.'S FURNISHED BY THE ELECTRIC UTILITY.

d. PAY ANY CHARGES REQUIRED BY THE ELECTRIC UTILITY FOR CONNECTION AND TURN-ON.

6. DURING THE CONSTRUCTION OF THE PROJECT, THE EXISTING ELECTRICAL SERVICE MUST REMAIN FULLY FUNCTIONAL IN ORDER TO SUPPLY UNINTERRUPTED ELECTRICAL POWER TO THE FACILITY AND ITS ANCILLARY BUILDINGS AND STRUCTURES.

D. BEFORE COMMENCING SITE WORK, COORDINATE UNDERGROUND CONDUIT INSTALLATIONS WITH OTHER WORK TO ELIMINATE

CONFLICTS AND AVOID INTERFERENCES WITH OTHER UNDERGROUND SYSTEMS.

NAPOOPOO ROAD

EK-302

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AutoCAD SHX Text 05/05/2026 4:51 pm

(N) A

(N)

Ba

(N)

B

(N) A

(N) A

(N) A(N) B

(N)

B

(N)

Ba CF J

AK-6

AK-7

M M

Ma F

J

J

J

J

AK-9

AK-11

AK-13

AK-15

AK-5

Cb Cc

C

Cd

Mb Mc

Md

EXHIBIT

AREA

COVERED

LANAI

UNISEX

RESTROOM

UTILITY

FAMILY

RESTROOM

(N)PANEL 'AK'(N)

(N)

(N)FUJICLEAN CONTROL PANEL

N 30A/2P

NEMA 4X

AK-2,4

3/4"C -(2)#10

& #1- GND

(N)

(N)

AK-3

AK-1

SCALE: 1/4" = 1'-0" 0 4' 8' NB LIGHTING PLAN

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

KE

AL

AK

EK

U A

BA

Y

H

IS

TO

R

IC

AL

P

AR

K

SI

TE

IM

PR

O

VE

M

EN

TS

J O

B N

O . F

C

8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-E

SCALE: 1/4" = 1'-0" 0 4' 8' NA POWER PLAN

POWER & LIGHTING PLANS

CF

CF

EW

EK-201

SHEET NOTES

PROVIDE DISCONNECT TO FUJICLEAN CEN10 SYSTEM IF

CONTROL PANEL DOES NOT PROVIDE INTEGRAL DISCONNECT.

SEE CIVIL DRAWINGS.

PROVIDE WIRING PER MANUFACTURER'S REQUIREMENTS.

CIRCUIT VIA PHOTOCELL/ TIMECLOCK, SEE DETAIL 2/EK-302.

CONNECT NEW EMERGENCY FIXTURE TO NEAREST

UNSWITCHED PORTION OF LIGHTING CIRCUIT.

PC

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AutoCAD SHX Text 05/05/2026 4:51 pm

NO SCALE1 SINGLE LINE DIAGRAM

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

SYM. DESCRIPTION DATE APPROVEDREVISION

NO. SYM. DESCRIPTION SHT./OF DATE

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF 143 SHEETSJOB NO.: F14C728D

KE

AL

AK

EK

U A

BA

Y

H

IS

TO

R

IC

AL

P

AR

K

SI

TE

IM

PR

O

VE

M

EN

TS

J O

B N

O . F

C

8D

ENGINEERING DIVISIONE

L I B . W A L T Z

SIGNATURE

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

AAH

W A

UI,I S. . .

LICENSED

PROFESSIONAL

ENGINEER

Exp. 04/30/28 No. 18572-E

ELECTRICAL SINGLE LINE, SCHEDULES & DETAILS

CF

CF

EW

EK-301

M

(N)1.25"C-(3)#4 & #10 GND

TO NEW OVERHEAD

HELCO SERVICE

ELECTRICAL LOAD CALCULATIONS

PANEL 'AK'

(60A, 120/240V, 1Ø, 3W)

LOAD = 9.3 KVA

TOTAL = 9.3 KVA

/240 V , 1 Ø = 38.8 A

SERVICE / LOAD DATA

A. ELECTRIC

1. SERVICE VOLTAGE: 1PH, 240/120V., 3W

2. LOAD DATA: CONNECTED KVA:9.3 KVA , ESTIMATED DEMAND KVA: 6.5 KVA

3. SERVICE CONDUCTORS: 1 SET OF #4

4. METERING: HAWAIIAN ELECTRICSTD. B-5; RATE G

5. TYPE OF SERVICE: OVERHEAD

6. BILLING ADDRESS: DEPARTMENT OF LAND AND NATURAL RESOURCES

LUMINAIRE SCHEDULE

FIXTURE

TYPE

MANUFACTURER VOLT

AMPS MOUNTING LAMP TYPE REMARKS VOLT

NAME CATALOG NUMBER

A NLS LIGHTING FLW-1-T4-16L-35-30K-UNV-WM-BRZ-COHI 25 WALL LED OUTDOOR LED SCONCE, 3000K, FULL CUT OFF. 2% OR LESS

BLUE LIGHT. COUNTY OF HAWAII APPROVED. 120/277

B LITHONIA FEM-L48-3000LM-LPACL-MD-MVOLT-GZ10-30K-90CRI 18 SURFACE LED 4' LED SURFACE MOUNT, 3000 LUMEN, 3000K. WET LOCATION, LOW PROFILE LENS. 120/277

C ALCON 13313 H BK 20/HEAD WALL LED TRACK LIGHTING. PROVIDE 8 HEADS PER 8' TRACK. 120/277

LITHONIA LHQM-LED-R-SD 5 UNIVERSAL LED EXIT SIGN WITH LED HEAD COMBO AND EMERGENCY 90

MINUTE BATTERY BACK UP OPTION. 120

#6

(E)6"X6"X30" WIREWAY

NEMA 4X

M

UNDER SEPARATE

PERMIT

(E)2"C-(3)#1

100A METER/MAIN

METER STD. B-5

4 JAW, CL100 METER

RATE SCHEDULE G

120/240V-1Ø-3W

NEMA 3R S.S.

BOND TO ALL AVAILABLE

GEC PER NEC 250.32

#6

60A/2P

(N)1.25"C-(3)#4 & #10 GND

PANEL

AK

NEW

PANEL: AK VOLTAGE: 240 / 120 1Ø 3W CIRCUIT CODE: blank or N: NON-CONTINUOUS

BUS: 125A L: LONG-CONTINUOUS

DATE: 4/13/26 6:42 PM MAINS: 60A LOCATION:INTERIOR R: DEMANDABLE RECEPTACLES

JOB: 12005-25-03 AIC RATING:10,000 MOUNTING:SURFACE K: KITCHEN NO. OF EQUIPMENT: 0

CK

T

NO

CO

DE

TR

IP

PO

LE

LOAD DESIGNATION C O N N E C T E D V A LOAD DESIGNATION

TR

IP

PO

LE

CO

DE

CK

T

NO

DESCRIPTION (NOTE)M R L ØA ØB A B ØA ØB L R M (NOTE) DESCRIPTION

1 R 20 1 RECEPTS - EXHIBIT AREA & UTILITY 540 • 960 WASTE WATER TREATMENT 20 N 2

3 R 20 1 DRINKING FOUNTAIN 500 • 960 -- 2 N 4

5 L 20 1 LIGHTS - INTERIOR 125 • 100 CEILING FAN 20 1 L 6

7 L 20 1 LIGHTS - EXTERIOR 80 • SPARE 20 1 8

9 L 20 1 LIGHTS - NORTH TRACK 1200 • SPARE 20 1 10

11 L 20 1 LIGHTS - SOUTH TRACK 1200 • PFFB 12

13 L 20 1 LGHTS - LONG TRACK 1 1200 • PFFB 14

15 L 20 1 LGHTS - LONG TRACK 2 1200 • PFFB 16

17 PFFB • PFFB 18

19 PFFB • PFFB 20

21 PFFB • PFFB 22

23 PFFB • PFFB 24

25 PFFB • PFFB 26

27 PFFB • PFFB 28

29 PFFB • PFFB 30

31 • 32 33 • 34 35 • 36 37 • 38 39 • 40 41 • 42

PANEL NOTES: PHASE TOTALS ØA: 4125 ØB: 3940 TOTAL CONNECTED VA 8065

CONNECTED VA (CODE N) 1920

CONNECTED VA (CODE L) 5105

CONNECTED VA (CODE R) 1040

CONNECTED VA (CODE K) 0

PANEL CONNECTED KVA 8.1

PANEL DEMAND KVA 9.3

30 CIRCUIT PANEL PANEL DEMAND AMPS 38.9

HIGH Ø AMPS w/ DEMAND 39.8

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AutoCAD SHX Text 05/05/2026 4:51 pm

5'- 5"

(T

YP

5'-

0" M

IN

. A

ND

6'

-0 " M

AX

2'-0"

(MIN)

4'- 0"

6" (M

IN

TO HELCO

SERVICE VIA

METER POLE

METER/MAIN

(UNDER

SEPARATE

PERMIT)

METER POLE RISER CONDUIT

STRAPPED TO POLE

6" INSIDE DIAMETER

SCHEDULE 40

GALVANIZED PIPE

EQUIPMENT

GROUNDING CLAMP

5/8" X 8'

GROUND RODS

6'-0" (MIN)

SERVICE ATTACHMENT PROVIDED BY

HELCO. INSTALLED BY CUSTOMER

TO

EXISTING

UTILITY

POLE

(E)6"X6"30" WIREWAY NEMA 4X

GALVANIZED CAP

HELCO SERVICE DROPSERVICE WEATHERHEAD

S.S. STRAPS

' (M

IN

' (M

IN

12" (MIN)

2,500 PSI CONCRETE

FOOTING

(E)CMU WALL

METER/MAIN

STATE OR HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEALAKEKUA BAY STATE HISTORICAL

PARK…