EXHIBIT A Installation Plans and Specifications.pdf

PDF 24 MB Posted Jul 1, 2026

Attached to: Solar Charging Stations Installation
Solicitation number: P27000009
Issued by: Hawaii County, Hawaii

About this file

Written by GovTribe AI · Jul 2, 2026

This document is the Installation Plans and Specifications (Exhibit A) prepared for the Department of Hawaiian Home Lands (DHHL) solar charging station project, RFP-26-HHL-012, dated March 19, 2026. The project encompasses the installation of seven solar charging stations at multiple locations across the Hawaiian Islands: Kapolei Public Library (1020 Manawai Street, Kapolei, HI 96707), Nanakuli Public Library (89-070 Farrington Highway, Waianae, HI 96792), Waimanalo Public Library (41-1320 Kalanianaole Highway, Waimanalo, HI 96795), Hanapepe Public Library (4490 Kona Road, Hanapepe, HI 96716), Na'alehu Public Library (95-5669 Mamalahoa Highway, Na'alehu, HI 96772), Molokai Public Library (15 Ala Malama Street, Kaunakakai, HI 96748), and the DHHL Molokai District Office (600 Mauna Loa Highway, Kaunakakai, HI 96748). The construction documents include detailed site plans, location maps, and technical specifications for each installation site. Two sites (Kapolei and Hanapepe) require new concrete pads with maximum 1% slope, new concrete ramps with maximum 1:12 slope, and ADA-compliant tactile warning surfaces, while the remaining five sites utilize existing concrete pads. All installations require ground-level solar charging stations with specific dimensional clearances for accessibility compliance.

The construction specifications require compliance with the State of Hawaii Building Code, which adopts the 2021 International Building Code with local amendments. The contractor bears responsibility for site preparation including irrigation line relocation, sprinkler head repositioning (minimum 15 feet from concrete pads), utility detection and conflict resolution, barricade and best management practice implementation, and final site cleanup. Concrete specifications include 4,000 PSI concrete slabs with control joints saw-cut at maximum 8-foot by 8-foot grids, 4-inch minimum aggregate base courses on compacted subgrades, and thickened edges around all concrete pads. The contractor must document existing conditions prior to project commencement and repair all damages caused by construction activities at no additional cost to the State. ADA compliance is mandatory, with specific dimensional requirements for clearances around charging stations (5-foot minimum clearance for general accessibility and 2-foot minimum clearances on all sides). The licensed professional engineer signature on the plans expires April 30, 2026.

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Other files

File	Type	Posted
EXHIBIT B Solar Charging Station Equipment Specifications.pdf	PDF	Jul 1, 2026
Exhibit C Federal Compliance Certification Package.docx	DOCX document	Jul 1, 2026
Solar Charging Workstations Installation RFP26HHL012_Amended.docx	DOCX document	Jul 1, 2026
AG-008 103D General Conditions (1.10.23).pdf	PDF	Jul 1, 2026
Solar Charging Workstations Installation RFP26HHL012.docx	DOCX document	Jul 1, 2026
EXHIBIT D Surety Proposal Bond Forms-EXHIBIT D Surety Proposal Bond Forms.pdf	PDF	Jul 1, 2026
Solar Charging Workstations Installation RFP26HHL012_Amendedv2.docx	DOCX document	Jul 1, 2026

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PLANS FOR:

DEPARTMENT OF

HAWAIIAN HOME LANDS

03/19/2026

RFP-26-HHL-012

Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

T-001

TITLE SHEET

SOLAR CHARGING STATIONS

RFP-26-HHL-012

AT VARIOUS LOCATIONS

INSTALLATION OF

Mar 25, 2026

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DRAWING NUMBER

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SHEET NUMBER

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DESCRIPTION OF DRAWINGS

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TITLE SHEET, VICINITY MAP & LOCATION MAP

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NOTES

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KAPOLEI PUBLIC LIBRARY SITE PLAN

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NANAKULI PUBLIC LIBRARY SITE PLAN

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WAIMANALO PUBLIC LIBRARY SITE PLAN

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HANAPEPE PUBLIC LIBRARY SITE PLAN

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NAALEHU PUBLIC LIBRARY SITE PLAN

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MOLOKAI PUBLIC LIBRARY SITE PLAN

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MOLOKAI DISTRICT OFFICE SITE PLAN

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DETAILS

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PREPARED FOR:

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91-5420 KAPOLEI PARKWAY KAPOLEI, HAWAI`I 96707

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828 FORT STREET MALL, SUITE 600 HONOLULU, HAWAI`I 96813

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PREPARED BY:

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DATE

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CHAIRMAN, DEPARTMENT OF HAWAIIAN HOME LANDS STATE OF HAWAI`I

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HAWAII

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MOLOKAI

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OAHU

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KAUAI

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KAPOLEI PUBLIC LIBRARY PROJECT LOCATION

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NANAKULI PUBLIC LIBRARY PROJECT LOCATION

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WAIMANALO PUBLIC LIBRARY PROJECT LOCATION

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HANAPEPE PUBLIC LIBRARY PROJECT LOCATION

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MOLOKAI PUBLIC LIBRARY PROJECT LOCATION

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MOLOKAI DISTRICT OFFICE PROJECT LOCATION

https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAAhZKnjCAKSdZ-vWIUDpQESYrc-ajLysnU

03/19/2026

RFP-26-HHL-012

Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

G-001

NOTES

GENERAL NOTES:

1. CONSTRUCTION SHALL COMPLY WITH THE STATE OF HAWAII BUILDING CODE, WHICH ADOPTS THE 2021

INTERNATIONAL BUILDING CODE, WITH LOCAL AMENDMENTS.

2. CONSTRUCTION DOCUMENTS DESCRIBE THE INTENT OF THE QUALITY AND SCOPE OF THE CONSTRUCTION FOR THE

PROJECT. WHERE DETAILS ARE NOT SHOWN, THE CONTRACTOR SHALL PROCEED FOLLOWING THE ACCEPTED

QUALITY STANDARDS AND PROCEDURES OF THE CONSTRUCTION INDUSTRY IN THE STATE OF HAWAII FOLLOWING

THE GENERAL INTENT OF THE CONSTRUCTION DOCUMENTS.

DIMENSIONS

1. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE.

2. DIMENSIONS SHALL BE FIELD VERIFIED BEFORE PROCEEDING WITH THE WORK.

DEFINITIONS

1. ALL MATERIALS, ITEMS, WORK, NOTED IN THE DRAWINGS SHALL BE “NEW”, UNLESS INDICATED AS EXISTING.

2. (E) MEANS “EXISTING”. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND CONFIRM SIZES.

3. “PROVIDE” SHALL MEAN FURNISH AND INSTALL NEW ITEM(S) AS DETAILED NOTED IN THE CONTRACT DOCUMENTS.

4. “REMOVE” MEANS TO REMOVE AND DISPOSE INDICATED ITEMS, INCLUDING ASSOCIATED EXTRANEOUS FASTENERS, PIPES, CONDUITS, JUNCTION BOXES, ETC. REPAIR/REPLACE/PATCH DAMAGES, SPALLS, CRACKS, HOLES, ETC.

5. "REPLACE” MEANS TO REMOVE EXISTING AND TO FURNISH AND INSTALL, “NEW” ITEM(S) TO MATCH THE EXISTING

DESIGN, SUCH AS MATERIALS, THICKNESS, COLOR, QUALITY, CONSTRUCTION, ETC., UNLESS OTHERWISE DETAIL OR

NOTED. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITION AND DESIGN PRIOR TO REMOVAL.

CONSTRUCTION NOTES

1. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DOCUMENT EXISTING CONDITIONS WITHIN THE PROJECT LIMITS

BEFORE START OF PROJECT. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR DAMAGES WITHIN THE PROJECT

LIMITS UNLESS DOCUMENTED AS EXISTING.

2. THE DEMOLITION PLAN REPRESENTS ONLY GENERAL DEMOLITION. ALL ITEMS TO BE REMOVED, TEMPORARILY

REMOVED AND REINSTALLED, ETC. ARE NOT NECESSARILY SHOWN. CONTRACTOR SHALL PERFORM ALL REQUIRED

DEMOLITION, TEMPORARY REMOVAL AND REPLACEMENT, CUTTING PATCHING, ETC., AS REQUIRED TO PROVIDE

COMPLETE CONSTRUCTION. VERIFY AND COMPARE ALL DRAWINGS (ALL DISCIPLINES) FOR THE COMPLETE SCOPE

OF WORK.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO BEGINNING ANY WORK AND

SHALL NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCY AND/OR CONDITION WHICH WILL PREVENT

HIM/HER FROM FULFILLING THE TERMS OF THE CONTRACT. WHERE EXISTING CONDITIONS REQUIRE DETAILS AND/OR

SPECIFICATIONS TO VARY FROM THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE CONTRACTING OFFICER IN WRITING AND PROPOSE ALTERNATE METHODS AND MATERIALS FOR

CONSIDERATION. ALL EXISTING ITEMS AND/OR FINISHES SCHEDULED TO REMAIN, BUT DAMAGED DURING

CONSTRUCTION, AND OVERPAINTED EXISTING MATERIALS, SHALL BE CORRECTED TO MATCH THE EXISTING

MATERIAL AND FINISHES AT NO EXTRA COST TO THE STATE.

4. GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS AND COORDINATE THE WORK OF THE VARIOUS TRADES TO

FIT ACTUAL CONDITIONS AND MAKE INTERFACING ADJUSTMENTS AS REQUIRED.

5. THE CONTRACTOR SHALL PROTECT ALL ITEMS, IN AND ABOVE GROUND WITHIN THE PROJECT SITE FROM DAMAGE.

DAMAGE TO BUILDINGS, SIDEWALLS, UTILITY LINES, LANDSCAPING, LAWN, HOSEBIBS, ETC., CAUSED BY THE

CONTRACTOR, SHALL BE REPLACED AND/OR REPAIRED AT NO COST TO THE STATE.

6. CONTRACTOR SHALL PATCH ALL SURFACES EXPOSED FROM CUTTING, AND OR REMOVAL WORK. PATCH SHALL

MATCH THE MATERIAL AND FINISH OF ADJACENT SURFACES.

7. ALL WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF OUTSIDE THE LIMITS OF THE

PROPERTY DAILY. AT THE END OF CONSTRUCTION, ALL ITEMS AND EQUIPMENT TEMPORARILY REMOVED DURING

CONSTRUCTION SHALL BE REINSTALLED AS INDICATED, OR IN A LOCATION APPROVED BY THE CONTRACTING

OFFICER.

8. WHERE WARRANTIES ARE SPECIFIED, CONTRACTOR’S BID SHALL INCLUDE FULL COMPLIANCE OF ALL CONDITIONS

REQUIRED BY THE WARRANTIES. WHERE THE MANUFACTURER’S WARRANTY REQUIREMENTS AND/OR

RECOMMENDATIONS VARY FROM THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR IS

EXPECTED TO COMPLY WITH THE STRICTER OF THE TWO PROVIDING REQUIREMENTS DO NOT VOID WARRANTY.

CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER IN WRITING, PROVIDE SHOP DRAWINGS, AND AS-BUILT

DRAWINGS WHERE PROPOSED CONSTRUCTION WILL DEVIATE FROM THE CONSTRUCTION DOCUMENTS.

9. CONTRACTOR SHALL SUBMIT TO CONTRACTING OFFICER PROPOSED STAGING AREAS FOR ALL DEMOLITION AND

CONSTRUCTION PRIOR TO CONSTRUCTION FOR FINAL APPROVAL.

ELECTRICAL NOTES:

1. PLANS DO NOT INDICATE COMPLETE EXISTING ELECTRICAL CONDITIONS. CONTRACTOR SHALL VISIT JOBSITE TO

BECOME FAMILIAR WITH ALL EXISTING CONDITIONS AND EXTENT OF DEMOLITION AND NEW WORK PRIOR TO THE

START OF WORK.

2. PRIOR TO THE START OF WORK, CONTRACTOR SHALL VISIT JOBSITE AND REPORT ANY DISCREPANCIES AND/OR

DIFFERENCES IN DRAWINGS, IN RESPECT TO EXISTING CONDITION, TO THE CONTRACTING OFFICER.

3. CONTRACTOR SHALL RESOLVE ALL DISCREPANCIES AND QUESTIONS PRIOR TO THE START OF WORK. NO EXTRA

PAYMENT SHALL BE ALLOWED ON ACCOUNT OF WORK MADE NECESSARY BY CONTRACOTR'S FAILURE TO VISIT THE

SITE AND/OR FAILURE TO RESOLVE DISCREPANCIES AND QUESTIONS.

SPECIAL NOTES:

1. ANY DAMAGES TO EXISTING CABLES AND/OR UTILITY LINES, WHETHER OR NOT SHOWN, SHALL BE REPAIRED AT NO

COST TO THE STATE.

2. UNLESS REQUIRED FOR SAFETY, THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS, UNINSTALLED

MATERIALS, BARRICADES, ENCLOSURES AND OTHER OBSTACLES TO NORMAL OPERATIONS.

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Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

C-001

LIBRARY SITE PLAN

KAPOLEI PUBLIC

PACIFIC OCEAN

SCALE

1" = 5'-0"

SITE LOCATION

SCALE

N.T.S.

SITE PHOTOS

NOTES

LOCATION MAP

SOLAR CHARGING STATION AT:

KAPOLEI PUBLIC LIBRARY

1020 MANAWAI ST

KAPOLEI, HI 96707

NEW CONCRETE PAD FOR NEW

SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NEW CONCRETE PAD FOR NEW

SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NEW SOLAR CHARGING STATION

ON NEW CONCRETE PAD.

SEE DETAIL 3/C-500.

NEW SOLAR CHARGING STATION

ON NEW CONCRETE PAD.

SEE DETAIL 3/C-500.

NEW CONCRETE RAMP:

MAXIMUM 1:12 SLOPE.

SEE DETAIL 2/C-500.

NEW CONCRETE RAMP:

MAXIMUM 1:12 SLOPE.

SEE DETAIL 2/C-500.

SCALE

N.T.S.

NOTES

NOTES:

1. CONTRACTOR SHALL RELOCATE IRRIGATION LINES AS REQUIRED.

2. SPRINKLER HEADS SHALL BE RELOCATED MIN. 15' FROM CONCRETE PAD.

3. FOR CONTROL JOINTS ON CONCRETE PAD, SEE DETAIL 1/C-500.

4. PROVIDE NECESSARY BARRICADES AND BMPS AS REQUIRED DURING CONSTRUCTION.

5. SHOULD GROUND ROD BE REQUIRED, CONTRACTOR SHALL TONE FOR EXISTING

UTILITIES PRIOR TO THE PLACEMENT OF THE GROUND ROD. NOTIFY CONTRACTING

OFFICER OF ANY UTILITY CONFLICTS BEFORE PROCEEDING.

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HAUULA

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PROJECT LOCATION

TRUE NORTH

Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

C-002

LIBRARY SITE PLAN

NANAKULI PUBLIC

PACIFIC OCEAN

SCALE

N.T.S.

SITE LOCATION

NEW CONSTRUCTION SITE PLAN

SCALE

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3LOCATION MAP

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NANAKULI PUBLIC LIBRARY

89-070 FARRINGTON HWY

WAIANAE, HI 96792

SCALE

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NOTES

NEW SOLAR CHARGING STATION

ON EXISTING CONCRETE PAD.

SEE DETAIL 3/C-500.

NEW SOLAR CHARGING STATION

ON EXISTING CONCRETE PAD.

SEE DETAIL 3/C-500.

NOTES:

1. PROVIDE NECESSARY BARRICADES AS REQUIRED DURING CONSTRUCTION.

2. SHOULD GROUND ROD BE REQUIRED, CONTRACTOR SHALL TONE FOR EXISTING

UTILITIES PRIOR TO THE PLACEMENT OF THE GROUND ROD. NOTIFY CONTRACTING

OFFICER OF ANY UTILITY CONFLICTS BEFORE PROCEEDING.

3. COORDINATE WITH CONTRACTING OFFICER FOR EXACT LOCATION OF NEW SOLAR

CHARGING STATION.

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LIKELIKE

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PALI

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KALANIANAOLE

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HEAD

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DIAMOND

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PUNCHBOWL

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FREEWAY

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NUUANU

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HEAD

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KOKO

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CRATER

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HIGHWAY

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KOKO

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MCBH

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HWY

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ATE

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MOKAPU

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PROJECT LOCATION

Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

C-003

LIBRARY SITE PLAN

WAIMANALO PUBLIC

PACIFIC OCEAN

SITE LOCATION

SCALE

3" = 100'-0"

SCALE

N.T.S.

SITE PHOTOS

SCALE

N.T.S.

NOTES

LOCATION MAP

SOLAR CHARGING STATION AT:

WAIMANALO PUBLIC LIBRARY

41-1320 KALANIANAOLE HWY

WAIMANALO, HI 96795

NEW SOLAR CHARGING

STATION ON EXISTING

CONCRETE PAD.

SEE DETAIL 3/C-500.

NEW SOLAR CHARGING

STATION ON EXISTING

CONCRETE PAD.

SEE DETAIL 3/C-500.

NOTES:

1. PROVIDE NECESSARY BARRICADES AS REQUIRED DURING CONSTRUCTION.

2. SHOULD GROUND ROD BE REQUIRED, CONTRACTOR SHALL TONE FOR EXISTING

UTILITIES PRIOR TO THE PLACEMENT OF THE GROUND ROD. NOTIFY CONTRACTING

OFFICER OF ANY UTILITY CONFLICTS BEFORE PROCEEDING.

3. COORDINATE WITH CONTRACTING OFFICER FOR EXACT LOCATION OF NEW SOLAR

CHARGING STATION.

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ENGINEER

AutoCAD SHX Text THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION. 4/30/2026 Signature Expiraton Date Expiraton Date of the License

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HAUULA

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ERST

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KANEOHE

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LUNALILO

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KALIHI

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WAIKIKI

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HONOLULU

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FARRINGTON

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WAIANAE

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BARBERS PT.

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HIGHWAY

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MAKAHA

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NANAKULI

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POKAI

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BAY

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INTERSTATE

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EWA

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PEARL HARBOR

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ROAD

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ROUTE

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HIGHWAY

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KUNIA

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CITY

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AIEA

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PEARL

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WAIALUA

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FARRINGTON

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MOKULEIA

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MAKUA

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PT.

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KAENA

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KAMEHAMEHA

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KAUKONAHUA

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HALEIWA

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KAHUKU PT.

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MAKAPUU

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WAIMANALO

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KALANIANAOLE

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LIKELIKE

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PALI

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KALANIANAOLE

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HEAD

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DIAMOND

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PUNCHBOWL

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FREEWAY

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NUUANU

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HEAD

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KOKO

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CRATER

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ATE

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MOKAPU

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KAAAWA

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WAIAHOLE

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MOLOKAI

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OAHU

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KAUAI

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NIIHAU

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KALANIANA'OLE HWY

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PROJECT LOCATION

Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

C-004

SITE PLAN

PUBLIC LIBRARY

HANAPEPE

SCALE

1" = 40'-0"

LOCATION MAP

SITE LOCATION

SCALE

N.T.S.

1SITE PHOTOS

SCALE

N.T.S.

NOTES

NEW CONCRETE PAD FOR NEW

SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NEW CONCRETE PAD FOR NEW

SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NEW SOLAR CHARGING

STATION ON NEW

CONCRETE PAD.

SEE DETAIL 3/C-500.

NEW SOLAR CHARGING STATION

ON NEW CONCRETE PAD.

SEE DETAIL 3/C-500.

NEW CONCRETE RAMP.

MAXIMUM 1:12 SLOPE.

SEE DETAIL 2/C-500.

NEW CONCRETE RAMP.

MAXIMUM 1:12 SLOPE.

SEE DETAIL 2/C-500.

SOLAR CHARGING STATION AT:

HANAPEPE PUBLIC LIBRARY

4490 KONA RD

HANAPEPE, 96716

TEXTURE WARNING

SURFACE FOR ADA

COMPLIANCE

TEXTURE WARNING SURFACE

FOR ADA COMPLIANCE

NOTES:

1. CONTRACTOR SHALL RELOCATE IRRIGATION LINES AS REQUIRED.

2. SPRINKLER HEADS SHALL BE RELOCATED MIN. 15' FROM CONCRETE PAD.

2. SHOULD GROUND ROD BE REQUIRED, CONTRACTOR SHALL TONE FOR EXISTING

UTILITIES PRIOR TO THE PLACEMENT OF THE GROUND ROD. NOTIFY CONTRACTING

OFFICER OF ANY UTILITY CONFLICTS BEFORE PROCEEDING.

3. FOR CONTROL JOINTS ON CONCRETE PAD, SEE DETAIL 1/C-500.

4. PROVIDE NECESSARY BARRICADES AS REQUIRED DURING CONSTRUCTION.

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DATE:

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SURVEYED BY:

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DRAWN BY:

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SHEET NO.

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DRAWING NO.

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REVISION

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DESCRIPTION

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DATE

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MADE BY

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APPROVED

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NO. 13669-C

AutoCAD SHX Text A

AutoCAD SHX Text H

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PROFESSIONAL

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ENGINEER

AutoCAD SHX Text THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION. 4/30/2026 Signature Expiraton Date Expiraton Date of the License

AutoCAD SHX Text

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HAWAII

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MAUI

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LANAI

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MOLOKAI

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OAHU

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KAUAI

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NIIHAU

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KOLOLOU LOOKOUT

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HAENA

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KILAUEA

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ANAHOLA

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KEALIA

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KAPAA

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WAILUA

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LIHUE

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NAWILIWILI BAY

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PORT ALLEN

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MANA

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KEKAHA

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WAIMEA

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HANAPEPE

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KOLOA

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HANALEI DISTRICT

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LIHUE DISTRICT

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KAWAIHAU DISTRICT

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KOLOA DISTRICT

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KUHIO HIGHWAY

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KUHIO HIGHWAY

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HIGHWAY

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KAUMUALII

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%%UISLAND OF KAUAI

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PROJECT LOCATION

Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

C-005

SITE PLAN

PUBLIC LIBRARY

NA'ALEHU

SITE

LOCATION

SCALE

1:20

4LOCATION MAP

NEW CONCRETE PAD FOR NEW

SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NEW CONCRETE PAD FOR NEW

SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NEW SOLAR CHARGING STATION

ON NEW CONCRETE PAD. SEE

DETAIL 3/C-500.

SCALE

N.T.S.

1SITE PHOTOS

SCALE

N.T.S.

NOTES

NEW SOLAR CHARGING STATION

ON NEW CONCRETE PAD.

SEE DETAIL 3/C-500.

48" MINIMUM CUTOUT OF

EXISTING CURB SECTION.

SOLAR CHARGING STATION AT:

NAALEHU PUBLIC LIBRARY

95-5669 MAMALAHOA HWY

NAALEHU, HI 96772

MINIMUM 48" CUTOUT OF

EXISTING CURB SECTION.

TACTILE WARNING PLATE

FOR ADA COMPLIANCE

TACTILE WARNING PLATE

FOR ADA COMPLIANCE

NOTES:

1. CONTRACTOR SHALL RELOCATE IRRIGATION LINES AS REQUIRED.

2. SPRINKLER HEADS SHALL BE RELOCATED MIN. 15' FROM CONCRETE PAD.

3. SHOULD GROUND ROD BE REQUIRED, CONTRACTOR SHALL TONE FOR EXISTING

UTILITIES PRIOR TO THE PLACEMENT OF THE GROUND ROD. NOTIFY CONTRACTING

OFFICER OF ANY UTILITY CONFLICTS BEFORE PROCEEDING.

4. FOR CONTROL JOINTS ON CONCRETE PAD, SEE DETAIL 1/C-500.

5. PROVIDE NECESSARY BARRICADES AND BMPS AS REQUIRED DURING CONSTRUCTION.

NEW CONCRETE RAMP.

MAXIMUM 1:12 SLOPE.

SEE DETAIL 2/C-500.

NEW CONCRETE RAMP.

MAXIMUM 1:12 SLOPE.

SEE DETAIL 2/C-500.

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DATE:

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SURVEYED BY:

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CHECKED BY:

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DRAWN BY:

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SHEET NO.

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DRAWING NO.

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REVISION

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DESCRIPTION

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DATE

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MADE BY

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APPROVED

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NO. 13669-C

AutoCAD SHX Text A

AutoCAD SHX Text H

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AutoCAD SHX Text A

AutoCAD SHX Text S

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AutoCAD SHX Text W

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PROFESSIONAL

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ENGINEER

AutoCAD SHX Text THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION. 4/30/2026 Signature Expiraton Date Expiraton Date of the License

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HAMAKUA DISTRICT

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SOUTH POINT

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HONUAPO

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PAHOA

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KAILUA-KONA

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KAWAIHAE

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HONOKAA

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HILO

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KUKUIHAELE

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KAPULENA

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HAWI

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SOUTH KOHALA DISTRICT

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NORTH HILO DISTRICT

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SOUTH HILO DISTRICT

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PUNA DISTRICT

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KAU DISTRICT

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SOUTH KONA DISTRICT

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MAMALAHOA

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QUEEN

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KAAHUMANU

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HIGHWAY

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SADDLE ROAD

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HIGHWAY

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AKONI

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PULE

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HWY.

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%%UISLAND OF HAWAII

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MAUI

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LANAI

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MOLOKAI

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OAHU

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KAUAI

NIIHAU

Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

C-006

SITE PLAN

PUBLIC LIBRARY

MOLOKAI

SITE LOCATION

SCALE

N.T.S.

SCALE

N.T.S.

NEW CONCRETE PAD FOR NEW

SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NEW SOLAR CHARGING STATION

ON NEW CONCRETE PAD.

SEE DETAIL 3/C-500.

SITE PHOTOS

SCALE

N.T.S.

NOTES

LOCATION MAP

SOLAR CHARGING STATION AT:

MOLOKAI PUBLIC LIBRARY

15 ALA MALAMA ST

KAUNAKAKAI, HI 96748

NEW SOLAR CHARGING STATION

ON NEW CONCRETE PAD.

SEE DETAIL 3/C-500.

NEW CONCRETE RAMP:

MAXIMUM 1:12 SLOPE.

SEE DETAIL 2/C-500.

NEW CONCRETE PAD FOR NEW

SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NEW CONCRETE RAMP:

MAXIMUM 1:12 SLOPE.

SEE DETAIL 2/C-500.

NOTES:

1. CONTRACTOR SHALL RELOCATE IRRIGATION LINES AS REQUIRED.

2. SPRINKLER HEADS SHALL BE RELOCATED MIN. 15' FROM CONCRETE PAD.

3. SHOULD GROUND ROD BE REQUIRED, CONTRACTOR SHALL TONE FOR EXISTING

UTILITIES PRIOR TO THE PLACEMENT OF THE GROUND ROD. NOTIFY CONTRACTING

OFFICER OF ANY UTILITY CONFLICTS BEFORE PROCEEDING.

4. FOR CONTROL JOINTS ON CONCRETE PAD, SEE DETAIL 1/C-500.

5. PROVIDE NECESSARY BARRICADES AS REQUIRED DURING CONSTRUCTION.

AutoCAD SHX Text

DATE:

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SURVEYED BY:

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CHECKED BY:

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DRAWN BY:

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SHEET NO.

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REVISION

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DESCRIPTION

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DATE

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MADE BY

AutoCAD SHX Text

APPROVED

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NO. 13669-C

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text A

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AutoCAD SHX Text I

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LICENSED

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PROFESSIONAL

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ENGINEER

AutoCAD SHX Text THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION. 4/30/2026 Signature Expiraton Date Expiraton Date of the License

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

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AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text H

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AutoCAD SHX Text A

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HAWAII

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MAUI

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LANAI

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MOLOKAI

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OAHU

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KAUAI

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NIIHAU

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%%UISLAND OF MOLOKAI

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KUALAPUU

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LOA

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MAUNA

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HOOLEHUA

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DHHL-

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KALUA KOI

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PUNAKOU

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HOOLEHUA

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MANAWAINUI

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KAMILOLOA

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KALAUPAPA

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WAIKOLU

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KAWELA

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WAILAU

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PELEKUNU

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HAUPU

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UALAPUE

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WAIALUA

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HALAWA

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WEST SECTOR

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CENTRAL SECTOR

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NORTHEAST

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SECTOR

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SECTOR

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SOUTHEAST

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KAUNAKAKAI

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MAKANALUA

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PROJECT LOCATION

Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

C-007

SITE PLAN

DISTRICT OFFICE

DHHL MOLOKAI

SITE LOCATION

SCALE

1:30

3LOCATION MAP

NEW SOLAR CHARGING STATION

ON NEW CONCRETE PAD.

SEE DETAIL 3/C-500.

NEW CONCRETE PAD LEVEL TO

EXISTING ADJACENT CONCRETE FOR

NEW SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NEW SOLAR CHARGING STATION

ON NEW CONCRETE PAD.

SEE DETAIL 3/C-500.

SCALE

N.T.S.

1SITE PHOTOS

SCALE

N.T.S.

NOTES

SOLAR CHARGING STATION AT:

DHHL MOLOKAI DISTRICT OFFICE

600 MAUNA LOA HWY.

KAUNAKAKAI, HI 96748

NEW CONCRETE PAD LEVEL TO

EXISTING ADJACENT CONCRETE FOR

NEW SOLAR CHARGING STATION.

MAXIMUM 1% SLOPE AT ANY

DIRECTION. SEE DETAIL 1/C-500.

NOTES:

1. CONTRACTOR SHALL RELOCATE IRRIGATION LINES AS REQUIRED.

2. SPRINKLER HEADS SHALL BE RELOCATED MIN. 15' FROM CONCRETE PAD.

3. SHOULD GROUND ROD BE REQUIRED, CONTRACTOR SHALL TONE FOR EXISTING

UTILITIES PRIOR TO THE PLACEMENT OF THE GROUND ROD. NOTIFY CONTRACTING

OFFICER OF ANY UTILITY CONFLICTS BEFORE PROCEEDING.

4. FOR CONTROL JOINTS ON CONCRETE PAD, SEE DETAIL 1/C-500.

5. PROVIDE NECESSARY BARRICADES AS REQUIRED DURING CONSTRUCTION.

AutoCAD SHX Text

DATE:

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SURVEYED BY:

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CHECKED BY:

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DRAWN BY:

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SHEET NO.

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DRAWING NO.

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REVISION

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DESCRIPTION

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DATE

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MADE BY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

NO. 13669-C

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text I

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AutoCAD SHX Text

LICENSED

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PROFESSIONAL

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ENGINEER

AutoCAD SHX Text THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION. 4/30/2026 Signature Expiraton Date Expiraton Date of the License

AutoCAD SHX Text

TRUE NORTH

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MAUNA LOA HWY

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HAWAII

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MAUI

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LANAI

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MOLOKAI

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OAHU

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KAUAI

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NIIHAU

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%%UISLAND OF MOLOKAI

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KUALAPUU

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LOA

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MAUNA

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HOOLEHUA

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DHHL-

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KALUA KOI

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PUNAKOU

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HOOLEHUA

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MANAWAINUI

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KAMILOLOA

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KALAUPAPA

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WAIKOLU

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KAWELA

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WAILAU

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PELEKUNU

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HAUPU

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UALAPUE

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WAIALUA

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HALAWA

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WEST SECTOR

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CENTRAL SECTOR

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NORTHEAST

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SECTOR

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SECTOR

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SOUTHEAST

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KAUNAKAKAI

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MAKANALUA

PROJECT LOCATION

Kapolei, Hawai`i 96707

91-5420 Kapolei Parkway

DEPARTMENT OF

HAWAIIAN HOME LANDS

JL, CM

AP, CM

JL,CM

INSTALLATION

OF SOLAR

CHARGING

STATIONS AT

VARIOUS

LOCATIONS

C-500

DETAILS

SCALE

N.T.S.

CONCRETE WALKWAY/RAMP DETAIL

SCALE

N.T.S.

CONCRETE PAD DETAIL

FINISHED GRADE

4" AGGREGATE BASE COURSE

COMPACTED SUBGRADE

8" MIN.

CROSS SLOPE

2% MAX.

48" MIN.

6" THICK CONCRETE SLAB

4,000 PSI

FLUSH W/ EXIST. SLAB WHERE

OCCURS PER PLANS

FINISHED GRADE

4" MIN. AGGREGATE BASE COURSE

COMPACTED SUBGRADE

8" MIN.

CROSS SLOPE

1% MAX.

THICKENED EDGES ALL AROUND

CLR.

NEW SOLAR

CHARGING STATION

U.N.O.

2'-0" MIN. CLR.

5'-0" MIN. CLR.

FOR ADA COMPLIANCE

ADA CLEARANCE OF SOLAR CHARGING STATION ON CONCRETE PAD

PLAN VIEW (NTS)

5'-0" MINIMUM

CLEARANCE

FOR ADA

COMPLIANCE

2'-0" MIN. CLR.

2'-0"

MIN.

CLR.

2'-0" MIN. CLR.

NOTES

1. SUBGRADE SOIL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF

6 INCHES, AND COMPACTED.

2. CONTROL JOINTS MUST BE SAW-CUT AS SOON AS POSSIBLE.

3. CONTROL JOINTS SHALL BE INSTALLED AT MAX. 8'X8' GRID.

4" THICK CONCRETE SIDEWALK

W/ 6"X6"-W2.9XW2.9 WWM

4,000 PSI CONCRETE

#4 AT 12" O.C. E.W.

8" MIN.

NOTES

1. CONTROL JOINTS MUST BE SAW-CUT AS SOON AS POSSIBLE.

2. CONTROL JOINTS SHALL NOT BE SPACED GREATER THAN 5-0" O.C.

3. INSTALL CURB AS REQUIRED PER PLAN.

144" MIN.

120" MIN.

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REVISION

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DESCRIPTION

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DATE

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MADE BY

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APPROVED

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NO. 13669-C

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LICENSED

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PROFESSIONAL

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ENGINEER

AutoCAD SHX Text THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION. 4/30/2026 Signature Expiraton Date Expiraton Date of the License

01_TITLE-T-1.pdf

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01_TITLE-T-1

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02_NOTES-T-2.pdf

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02_NOTES-T-2

03_PLANS-C-001 - KAPOLEI.pdf

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03_PLANS-C-001 - KAPOLEI

04_CIVIL DETAILS-C-500 - DETAILS.pdf

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C-500 - DETAILS

all

03_PLANS-C-007 - MOLOKAI DIST OFFICE.pdf

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03_PLANS-C-007 - MOLOKAI DIST OFFICE

03_PLANS-C-006 - MOLOKAI LIBRARY.pdf

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03_PLANS-C-006 - MOLOKAI LIBRARY

03_PLANS-C-005 - NAALEHU.pdf

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03_PLANS-C-005 - NAALEHU

03_PLANS-C-004 - HANAPEPE.pdf

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03_PLANS-C-004 - HANAPEPE

03_PLANS-C-003 - WAIMANALO.pdf

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03_PLANS-C-003 - WAIMANALO

03_PLANS-C-002 - NANAKULI.pdf

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03_PLANS-C-002 - NANAKULI

	2026-03-25T19:00:51+0000
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File details come from the government source that posted it. Updated Jul 2, 2026.