B08_Attach_2_Construction_Drawings.pdf

INFORMATION CENTER

PARKING

LEGEND

PARK HEADQUARTERS

VISITOR CENTER

PARK BOUNDARY

RANGER STATION

STONE WALL

HQ.

V.C.

TRAIL

SCALE OF MILES

20 10 0 20

HILO

MOUNTAIN

VIEW

HAWAII

PAHALA

CAPTAIN

COOK

KAILUA

KONA

PUʻUKOHOLĀ HEIAU

NATIONAL HISTORIC

SITE

HALE-O-KA-PUNI

HEIAU (SUBMERGED)

BAY

COUNTY

BUILDINGS

SAMUEL SPENCER

COUNTY BEACH PARK

WAIMEA

TO

STATE OF HAWAII

CORAL FLATS

SEA WALL

MAKEAHUA

BRIDGE

LEANING

STONE

MAILEKINI

HEIAU

PUUKOHOLA

HEIAU

HQ.

KAWAIHAE

JOHN

YOUNG'S

HOUSE

SITE

PELEKANE

POHAUKOLE BRIDGE

KAWAIHAE ROAD

HWY. 270

ENTRANCE

ROAD

TO

270 250

PACIFIC

OCEAN

KALOKO-HONOKŌHAU

NATIONAL

HISTORICAL

PARK

PUʻUHONUA O HŌNAUNAU

NATIONAL

HISTORICAL

PARK

HAWAII

VOLCANOES

NATIONAL

PARK

PACIFIC

OCEAN

KAWAIHAE

SERVICE

VISITOR'S

EN

TR

AN

CE

HAWAII

PARK

MAINTENANCE

PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

THIS PROJECT

2/1 7/2

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INDEX TO DRAWINGS

SHEET SUBSHEET TITLE OF SHEET

1 T1 TITLE SHEET

2 G1 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

3 G2 OVERALL SITE PLAN AND SURVEY CONTROLS

4 TN1 TELECOM NOTES, LEGEND, AND ABBREVIATIONS

5 TN2 EXISTING SITE AND DEMOLITION PLAN

6 TN3 SITE PLAN

7 TN4 UTILITY PROFILE

8 TN5 UTILITY PROFILE

9 TN6 DETAILS

10 TN7 TELECOM RISER DIAGRAM

DRAWING NO.

OF

TITLE OF PROJECT

PMIS / PKG NO.

SHEET

COUNTYREGION STATE

100% CONSTRUCTION DESIGN 454

197069

NAME OF PARK

LOCATION WITHIN PARKUNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

MARK SHEET REVISION DATE INITIALA/E FIRM QUALITY DESIGN CERTIFICATION

Project Manager Date

Prepared in Accordance with Design Development (Title I) ______________ OR Drawing No.

Variance from Design Development (Title I) Approved by Superintendent on __________ OR Date Construction Drawing Not Preceded by Design Development (Title I)

340780 Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Stantec

VISITOR CENTER AREA

REPLACE TELECOM LINES FROM H.Q. TO V.C

PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

PACIFIC WEST HAWAII

HONOLULU, HI, 96813

Tel: +1.808.762.7202

SCALE OF METERS

SCALE OF FEET

10050

200 400

10HAWAIISIGNATURE Expiration Date 4/30/26 1

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ENGINEER

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PROFESSIONAL

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LICENSED

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PARK NOTES

1. LOCATIONS OF ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL

EXERCISE EXTREME CAUTION IN EXCAVATING NEAR UTILITIES. ANY AND ALL DAMAGE SHALL BE IMMEDIATELY REPAIRED AND/OR RESTORED TO ITS ORIGINAL CONDITION BY THE CONTRACTOR AT HIS/HER COST. UTILITIES INCLUDE, BUT ARE NOT LIMITED TO ELECTRICAL, TELECOMMUNICATIONS, SEWER, WATER AND IRRIGATION SYSTEMS.

2. THE CONTRACTOR SHALL COOPERATE FULLY WITH THE NATIONAL PARK SERVICE AND COORDINATE

ALL WORK REQUIRING PARK CLOSURE. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE

NATIONAL PARK SERVICE TWO WEEKS PRIOR TO ANY CLOSURE.

3. PARKING AND DRIVING OF VEHICLES AND STORAGE OF MATERIALS AND EQUIPMENT WITHIN THE DRIP

LINES OF TREES SHALL BE PROHIBITED.

4. THE CONTRACTOR SHALL MAINTAIN ALL AREAS AFFECTED BY HIS/HER OPERATIONS, INCLUDING

THOSE AREAS OUTSIDE HIS CONSTRUCTION AREA THAT MAY BE AFFECTED.

5. REFER TO PROJECT SPECIFICATION SECTION 01 11 00, PART 1.16K ON THE USE OF TRACKED

EQUIPMENT.

6. THE CONTRACTOR SHALL RESTORE ALL DAMAGE CAUSED BY HIS/HER OPERATIONS TO ORIGINAL CONDITION OR BETTER AT HIS/HER OWN EXPENSE. ALL RESTORATION WORK IS TO BE DONE IN

ACCORDANCE WITH THE SPECIFICATIONS.

7. THE CONTRACTOR SHALL PARK HIS/HER PERSONAL VEHICLE IN PARKING STALLS DESIGNATED BY

NATIONAL PARK SERVICE AND NOT WITHIN THE CONSTRUCTION SITE.

CONSTRUCTION NOTES

1. ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,

SEPTEMBER 1986, AND STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1984, AS AMENDED OF THE DEPARTMENTS OF PUBLIC WORKS, CITY AND COUNTY OF HONOLULU, AND THE

COUNTIES OF KAUAI, MAUI, AND HAWAII.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN

EXPENSE AND AT NO EXPENSE TO THE GOVERNMENT.

3. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, APPURTENANCES AND STRUCTURES AS

SHOWN ON THESE DRAWINGS WERE COMPILED FROM TOPOGRAPHIC SURVEY BY CONTROL POINT

SURVEYING INC. OCTOBER 2 AND NOVEMBER 23, 2021, AND RECORD DRAWINGS PROVIDED BY THE NATIONAL PARK SERVICE. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND THE DEPTH OF THE FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL PAY FOR ALL DAMAGES TO THE EXISTING UTILITIES. THE CONTRACTOR

SHALL NOT ASSUME THAT WHERE NO UTILITIES ARE SHOWN, THAT NONE EXIST.

4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES, PAY ALL CHARGES, FEES

AND TAXES, GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, AND

REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED.

5. THE CONTRACTOR SHALL PROVIDE ACCESS TO AND FROM DRIVEWAYS AND STREETS AT ALL TIMES

EXCEPT AS NOTED ON THE DRAWINGS.

6. VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. COMMENCEMENT OF CONSTRUCTION SHALL INDICATE CONTRACTOR'S

ACCEPTANCE OF EXISTING SITE CONDITIONS.

7. THE CONTRACTOR SHALL NOTIFY ALL AGENCIES TO VERIFY THE ACTUAL LOCATIONS OF ALL UTILITIES IN THE PROJECT AREA PRIOR TO EXCAVATING. THE CONTRACTOR SHALL COORDINATE ALL WORK.

8. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION ALL IMPROVEMENTS DAMAGED AS

A RESULT OF THE CONSTRUCTION, INCLUDING PAVEMENTS, EMBANKMENTS, CURBS, SIGNS,

LANDSCAPING, STRUCTURES, CULVERTS, WALLS, UTILITIES, ETC. UNLESS PROVIDED FOR

SPECIFICALLY IN THE PROPOSAL, DEMOLITION AND RESTORATION OF EXISTING ITEMS SHALL BE INCIDENTAL AND INCLUDED WITHIN THE AMOUNT PAID FOR UNCLASSIFIED TRENCH EXCAVATION.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING/ RECONSTRUCTING ALL CONCRETE

CURBS AND GUTTERS, AND SIDEWALKS DAMAGED DURING CONSTRUCTION.

10. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE ROCKS, SOIL

OR DEBRIS IN ANY FORM TO FALL, SLIDE, OR FLOW INTO EXISTING DRAINAGE SYSTEMS, OR

ADJOINING PROPERTIES, STREETS, OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS

OCCUR, THE CONTRACTOR MAY BE CITED AND THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL

REMEDIAL ACTIONS NECESSARY.

11. REFER TO SPECIFICATION SECTION 01 11 40, PART 3.5 FOR ARCHAEOLOGICAL RESOURCE

PROTECTION.

12. BOULDERS, ROCK OR SIMILAR MATERIAL MAY BE ENCOUNTERED DURING EXCAVATION. EXCAVATION

OF THESE MATERIALS SHALL BE DONE AT NO ADDITIONAL COST TO THE GOVERNMENT.

13. THE PROPOSED PROJECT IS SUBJECT TO COMPLIANCE WITH SECTION 106 OF THE NATIONAL HISTORIC PRESERVATION ACT (NHPA). IMPROVEMENTS WILL BE LIMITED TO THE EXTENT FEASIBLE TO THE

EXISTING TRAIL, WILL NOT EXTEND BELOW THE EXISTING TRAIL SUBGRADE, AND A NPS

ARCHAEOLOGIST WILL MONITOR THE TRAIL UPGRADES TO ENSURE CULTURAL RESOURCES ARE

PROTECTED.

CONSTRUCTION NOTES (CONTINUED)

14. IF EXISTING UTILITIES, WHETHER OR NOT SHOWN ON PLANS, ARE DAMAGED DURING CONSTRUCTION, THE

CONTRACTOR SHALL AT HIS OWN EXPENSE BE REQUIRED TO REPAIR SUCH UTILITIES.

15. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM HIS WORK, DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS. THE COST INCURRED FOR ANY NECESSARY

REMEDIAL ACTION SHALL BE PAID BY THE CONTRACTOR.

GROUND DISTURBANCE NOTES

1. GRADING AND STOCKPILING SHALL BE IN ACCORDANCE WITH CHAPTER 10 OF THE HAWAII COUNTY

CODE.

2. ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND PREMISES LEFT IN A "RAKE CLEAN" CONDITION.

3. THE CONTRACTOR, AT HIS EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE

FROM DUST NUISANCE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING AND REMOVAL OF ALL SILT AND

DEBRIS GENERATED, DEPOSITED AND ACCUMULATED WITHIN DOWNSTREAM WATERWAYS.

5. ALL GRADING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH THE APPLICABLE

PROVISIONS OF CHAPTER 54, WATER QUALITY STANDARDS, AND CHAPTER 55, WATER POLLUTION

CONTROL, OF TITLE 11, ADMINISTRATIVE RULES OF THE STATE DEPARTMENT OF HEALTH.

6. THE FOLLOWING MEASURES SHALL BE TAKEN TO CONTROL EROSION DURING THE SITE

DEVELOPMENT PERIOD:

A. MINIMIZE TIME OF CONSTRUCTION.

B. USE TEMPORARY SNAKE BAGS FILLED WITH SAND, WHERE NEEDED, FOR CONTROL OF EROSION.

7. REFER ALSO TO SECTION 01 11 00, PART 1.8 CONTRACTOR USE OF SITE.

PUBLIC HEALTH SAFETY AND CONVENIENCE NOTES

1. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS

REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY AND ENVIRONMENTAL QUALITY.

2. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY PRECAUTIONS FOR THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC.

3. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND ITS SURROUNDING AREAS

FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR POLLUTION

STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. THE CONTRACTING

OFFICER SHALL REQUIRE SUPPLEMENTARY MEASURES AS REQUIRED. REFER ALSO TO PROJECT

SPECIFICATION SECTION 01 11 40 PART 3.7.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE PROVISIONS

OF THE WATER QUALITY WATER POLLUTION CONTROL STANDARDS CONTAINED IN HAWAII

ADMINISTRATIVE RULES, TITLE 11, CHAPTER 54, "WATER QUALITY STANDARDS" AND TITLE 11, CHAPTER 55, "WATER POLLUTION CONTROL", AS WELL AS CHAPTER 14 OF THE REVISED ORDINANCES

OF HONOLULU 1990, AS AMENDED. BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED AT ALL

TIMES DURING CONSTRUCTION.

5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO CHAPTER 46 PUBLIC HEALTH REGULATIONS DEPARTMENT OF HEALTH, STATE OF HAWAII, "COMMUNITY NOISE CONTROL" IN WHICH MAXIMUM ALLOWABLE NOISE LEVELS HAVE BEEN SET. IF THE CONSTRUCTION ACTIVITIES FOR THIS PROJECT WILL EXCEED THE ALLOWABLE NOISE LEVELS, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN PERMIT FROM THE DIRECTOR OF THE DEPARTMENT OF PUBLIC HEALTH. THE CONTRACTOR SHALL OBTAIN A COPY OF CHAPTER 46 AND BECOME FAMILIAR WITH THE NOISE LEVEL RESTRICTIONS AND THE PROCEDURES FOR OBTAINING A PERMIT FOR CONSTRUCTION ACTIVITIES. APPLICATION AND INFORMATION ON VARIANCES ARE AVAILABLE AT THE ENVIRONMENTAL HEALTH SERVICES DIVISION, 591 ALA MOANA BLVD., HONOLULU, HI 96813 OR BY TELEPHONE (586-4700). REFER ALSO TO PROJECT SPECIFICATION SECTION 01 11 40 PART 3.5 AND SECTION 01 11 50 PART 3.6 SOUNDSCAPE/NOISE.

SURVEY NOTES

1. NO GUARANTEE IS MADE ON THE ACCURACY OR COMPLETENESS OF UNDERGROUND UTILITIES

SHOWN HEREIN. THE USER(S) OF THIS TOPOGRAPHIC MAP SHALL VERIFY THE INFORMATION, AS

NEEDED.

2. THESE DRAWINGS REFLECT FIELD CONDITIONS AS OF AUGUST 27, 2025.

3. FOR BENCHMARK LOCATIONS, SEE "OVERALL SITE PLAN AND SURVEY CONTROLS," SHEET G2.

ABBREVIATIONS

AC ASPHALT CONCRETE

ARCH ARCHEOLOGICAL

BC BOTTOM CURB

BLDG BUILDING

BW BOTTOM WALL

BVC BEGIN VERTICAL CURVE

CC CORNER CONCRETE

COMM COMMUNICATION

CONC CONCRETE

CRM CONCRETE RUBBLE MASONRY

D DIAMETER OR DRAIN

DWY DRIVEWAY

ELEV ELEVATION

EVC END VERTICAL CURVE

FS FINISH SURFACE

G GROUND

GB GRADE BREAK

H HEIGHT

HORIZ HORIZONTAL

INV INVERT

L.P. LAMP POLE

MAX MAXIMUM

M.B. MAIL BOX

MIN MINIMUM

MON MONUMENT

MTL METAL

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

PC POINT OF CURVE

PCC PONT OF COMPOUND CURVE

PI POINT OF INTERSECTION

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENT

PVC POLYVINYL CHLORIDE

S.F.M. SEWER FORCE MAIN

STA. STATION

TC TOP CURB

TP TOP OF PIPE

TW TOP WALL

TYP TYPICAL

VAR VARIES

VERT VERTICAL

VC VERTICAL CURVE

W/ WITH

W/O WITHOUT

@ AT

℄ CENTER LINE

Δ DELTA (ANGLE)

ø DIAMETER

⅊ PROPERTY LINE

LEGEND

PROPERTY LINE

LIMITS OF CONSTRUCTION

EXISTING

AC PAVEMENT TRAIL

CONCRETE PAVEMENT

DRY RIP RAP

TREE / PLANT

PALM

BENCHMARK /

MONUMENT

ARCHEOLOGICAL SITES

SPOT ELEVATION

FINISH SURFACE ELEVATION

GRADE BREAK

MAJOR CONTOUR

MINOR CONTOUR

BASELINE

47.62

FS 47.62

GB

2/2 7/2

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(47.62)

G1

DESIGNED: SUB SHEET NO. TITLE OF SHEET

2/27/2026 PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

CADD:

TECH. REVIEW:

DATE:

DRAWING NO.

OF

PMIS / PKG NO.

SHEET

A/E FIRM

Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

HONOLULU, HI, 96813

Tel: +1.808.762.7202

AN

TL

CK

197069

340780

Stantec

SIGNATURE Expiration Date 4/30/26 2

GENERAL NOTES, LEGEND,

AND ABBREVIATIONS

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ENGINEER

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PROFESSIONAL

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LICENSED

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TMK 6-2-002: 016

OWNER: UNITED STATES OF AMERICA

TO KONA

CONTRACTOR ACCESS ROUTE

APPROXIMATE

PROPERTY LINE

TO SPENCER BEACH PARK

TMK 6-2-002: 006

OWNER: THE QUEEN EMMA FOUNDATION2

43° 43'

05"

.72

251°20'21" 407.43'

277°54'39" 232.91' 62°22'32"

360.88'

109°22'58"

503.38'

309°15'05.97"

33.28'

KAWAIHAE ROAD

AKONI PULE HIGHWAY

HWY 270

VISITOR

CENTER

HEADQUARTERS

BUILDING

SPENCER BEACH PARK ROAD

SP

EN

CER

BE

AC

H PA

RK R

OAD

CONTRACTOR PARKING

CONTRACTOR PARKING CONTRACTOR STAGING AREA

ON EXISTING GRAVEL SURFACE

PROJECT AREA LIMITS

SURVEY CONTROL POINTS

Point #

NAME

STA 21

MAG NAIL

STA 12

MAG NAIL

STA 22

MAG NAIL

STA HP-6

BRASS DISK

STA HP-5

BRASS DISK

HP-1

BRASS DISK

ELEVATION

86.03

121.74

132.10

123.92

67.91

72.18

NORTHING

434176.865

434339.285

434307.228

434360.340

434193.010

434527.400

EASTING

388907.300

389062.609

389293.307

389036.840

388717.100

388561.990

SCALE:

OVERALL SITE PLAN AND SURVEY CONTROLS

1" = 50'

SCALE OF FEET

5050 100

HORIZONTAL DATUM

AZIMUTH AND COORDINATES ARE REFERRED TO HAWAII STATE

PLANE COORDINATE SYSTEM, ZONE 1 NAD83, US. FOOT.

VERTICAL DATUM

ELEVATIONS ON THIS TOPO MAP IS BASED ON USCGS BENCHMARK

DISK "HP-1" , ELEVATION=72.18' (LOCAL MEAN SEA LEVEL)

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DESIGNED: SUB SHEET NO. TITLE OF SHEET

2/27/2026 PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

CADD:

TECH. REVIEW:

DATE:

DRAWING NO.

OF

PMIS / PKG NO.

SHEET

A/E FIRM

Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

HONOLULU, HI, 96813

Tel: +1.808.762.7202

AN

TL

CK

197069

340780

Stantec

SIGNATURE Expiration Date 4/30/26

OVERALL SITE PLAN AND

SURVEY CONTROLSG2

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CONC. PAVEMENT

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ENGINEER

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PROFESSIONAL

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LICENSED

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WORK DEFINITION

EXISTING

REMOVE EXISTING

NEW WORK

REMOVE EXISTING ELECTRICAL EQUIPMENT

KEY NOTE?:##

EQUIPMENT IDENTIFICATION

RACEWAYS

RACEWAY CONCEALED IN CEILING OR

WALL.

RACEWAY UNDERGROUND

RACEWAY UP

RACEWAY DOWN

RACEWAY CONTINUATION

SITE UTILITIES

HH HANDHOLE

ABBREVIATIONS

(D) DEMOLISH

(E) EXISTING

(F) FUTURE

(N) NEW

(R) EXISTING TO BE

RELOCATED

ABV ABOVE

AC ACCESS CONTROL

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING

JURISDICTION

ALT ALTERNATE

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

BFG BELOW FINISHED GRADE

BLDG BUILDING

BTM BOTTOM

C CONDUIT

CAP CAPACITY

CFOI CONTRACTOR

FURNISHED, OWNER

INSTALLED

CL CENTERLINE

CLG CEILING

CM CEILING MOUNTED

CMU CONCRETE MASONRY

UNIT

COMM COMMUNICATIONS

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CTR CENTER

CU COPPER

D DATA

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIV DIVISION

DL DAMP LOCATION

DN DOWN

DWG DRAWING

EA EACH

ABBREVIATIONS

MISC MISCELLANEOUS

MM MULTIMODE FIBER OPTIC

STRAND

MTD MOUNTED

MTG MOUNTING

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

POS POINT OF SERVICE

PP PATCH PANEL

PR PAIR

PT PORT

PVC POLYVINYL CHLORIDE

PWR POWER

R RACEWAY

REC RECESSED

REQD REQUIRED

RM ROOM

RU RACK UNIT

RX RECEIVE

SECT SECTION

SIM SIMILAR

SLV SLEEVE

SM SINGLE MODE FIBER

OPTIC STRAND

SMR SURFACE MOUNTED

RACEWAY

SPECS SPECIFICATIONS

SPFPP SERVICE PROVIDER FIBER

PATCH PANEL

STD STANDARD

STP SHIELDED TWISTED PAIR

TC TELECOMMUNICATIONS

CONTRACTOR

TE TELECOMMUNICATIONS

ENCLOSURE

TEBC TELECOMMUNICATIONS

EQUIPMENT BONDING

CONDUCTOR

TELE TELEPHONE

TELECOM TELECOMMUNICATIONS

TR TELECOMMUNICATIONS

ROOM

TTB TELECOM TERMINAL

BOARD

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED

OTHERWISE

USB UNIVERSAL SERIAL BUS

UTP UNSHIELDED TWISTED

PAIR

V VOICE

VC VOLUME CONTROL

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

WP WEATHERPROOF

WT WATERTIGHT

PB PULL BOX

EC ELECTRICAL

CONTRACTOR

EF ENTRANCE FACILITY

ELEC ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMT ELECTRICAL METALLIC

TUBING

ENCL ENCLOSURE

EQUIP EQUIPMENT

EXTER EXTERIOR

F&I FURNISHED AND

INSTALLED

FDU FIBER OPTIC

DISTRIBUTION UNIT

FLR FLOOR

FO FIBER OPTIC(AL)

FTP FOIL TWISTED PAIR

G, GND GROUND

GC GENERAL CONTRACTOR

HH HANDHOLE

HK HOUSE KEEPING PAD

HM HORIZONTALLY MOUNTED

HOR HORIZONTAL

HT HEIGHT

IR INFRARED

ISP INSIDE PLANT

IT INFORMATION

TECHNOLOGY

JB JUNCTION BOX

LV LOW VOLTAGE

MAX MAXIMUM

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

RACEWAY, EXPOSED, ABOVEGROUND

ELECTRICAL DEMOLITION NOTES

1. DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD OBSERVATION AND

EXISTING RECORD DOCUMENTS. REPORT DISCREPANCIES TO

CONTRACTING OFFICER BEFORE DISTURBING EXISTING INSTALLATION.

2. DISCONNECT TELECOMMUNICATION SYSTEMS IN WALLS, FLOORS, AND

CEILINGS SCHEDULED FOR REMOVAL.

3. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING

SYSTEMS IN SERVICE DURING CONSTRUCTION.

4. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO

ACCOMMODATE NEW CONSTRUCTION. REPAIR ADJACENT CONSTRUCTION

AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK.

REMOVE EXPOSED ABANDONED WIRE AND CABLE. PATCH SURFACES

WHERE REMOVED CABLES PASS THROUGH BUILDING FINISHES.

5. DISCONNECT ABANDONED CIRCUITS, OUTLETS AND REMOVE CIRCUIT,

DEVICES, WIRE AND CABLE. REMOVE ABANDONED BOXES, OUTLETS AND

RACEWAY IF WIRE AND CABLE SERVICING THEM IS ABANDONED AND

REMOVED. PROVIDE BLANK COVER FOR ABANDONED BOXES WHICH ARE

NOT REMOVED.

6. ENSURE ACCESS TO EXISTING BOXES, WIRING CONNECTIONS AND OTHER

INSTALLATIONS WHICH ARE TO REMAIN ACTIVE AND WHICH REQUIRE

ACCESS. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL AS REQUIRED.

ELECTRICAL NOTES

1. THE CONTRACTOR SHALL VISIT JOB SITE AND VERIFY CONDITIONS BEFORE

BIDDING.

2. THE FACILITY SHALL REMAIN IN OPERATION DURING ALL PHASES OF WORK.

WHERE SYSTEM SHUTDOWNS AND POWER OUTAGES ARE UNAVOIDABLE,

SUCH WORK SHALL BE SCHEDULED WITH THE CONTRACTING OFFICER AND

SHALL OCCUR AT SUCH TIMES AS TO CAUSE THE LEAST DISRUPTION OF

NORMAL FACILITY FUNCTION. INCLUDE ALL PREMIUM LABOR IN BID

PROPOSAL TO COVER WORK REQUIRED TO BE PERFORMED BEFORE OR

AFTER "NORMAL" WORKING HOURS.

3. COORDINATE SEQUENCE OF WORK WITH CONTRACTING OFFICER. MAKE ALL

NECESSARY CONNECTIONS AS REQUIRED TO MAINTAIN POWER DURING THE

STAGES OF WORK.

4. EXISTING DEVICES SHOWN WERE TAKEN FROM EXISTING DRAWINGS (NOT

"AS BUILT" DRAWINGS) AND LIMITED SITE SURVEYS AND MAY NOT BE

EXACTLY AS SHOWN. CONTRACTOR SHALL VISIT JOB SITE AND VERIFY

CONDITIONS PRIOR TO BIDDING.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NEW FIRE

STOPPING OF ALL NEW OR EXISTING CONDUIT OR CABLE PENETRATIONS IN

NEW OR EXISTING FIRE RATED WALLS WITHIN THE LIMITS OF WORK.

EXISTING AND NEW WIRING UTILIZING AN EXISTING CONDUIT WITH EXISTING

FIRE STOPPING WITH NO VISUAL DAMAGE DOES NOT REQUIRE NEW FIRE

STOPPING. IF CONTRACTOR OBSERVES EXISTING PENETRATIONS IN RATED

WALLS WITHOUT FIRE STOPPING OR ARE OBVIOUSLY OUT OF COMPLIANCE

WITHIN THE PROJECT AREA, THEN THESE PENETRATIONS WILL NEED TO BE

PROVIDED WITH FIRE STOPPING ASSEMBLY PER LATEST CODE

REQUIREMENT.

6. PROVIDE UPDATED TYPE WRITTEN PANEL INDEXES FOR ALL MODIFIED

PANELS ON THIS PROJECT.

7. ALL WORK SHOWN IS NEW UNLESS OTHERWISE NOTED.

DEMOLITION KEY NOTE#

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TN1

DESIGNED: SUB SHEET NO. TITLE OF SHEET

2/27/2026 PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

CADD:

TECH. REVIEW:

DATE:

DRAWING NO.

OF

PMIS / PKG NO.

SHEET

A/E FIRM

Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

HONOLULU, HI, 96813

Tel: +1.808.762.7202

AN

TL

CK

197069

340780

Stantec

SIGNATURE Expiration Date 4/30/26 4

TELECOM NOTES, LEGEND,

AND ABBREVIATIONS

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text No. 12564-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text T

EL 65.76

EL 67.04

TEMPORARY BENCHMARK

TEMPORARY BENCHMARK

TEMPORARY BENCHMARK

TEMPORARY BENCHMARK

°59

'39

79.

95'

157° 57' 05"

178° 24' 04"

280° 19' 18"

341° 41' 18" 100° 19' 18"

141° 10' 54"

141° 10' 54"

154° 58' 28"

162° 07' 37"

342° 07' 37"

338° 35' 29" 334° 26' 13"

301° 54' 01"

250° 55' 07"

301° 54' 01"

1+00

2+00

3+00

4+00

5+

STA 0+00.00

ELEV = 65.87

PI STA 0+78.14

ELEV = 72.97

PI STA 1+01.35

ELEV = 75.64

PI STA 1+20.11

ELEV = 77.86

PI STA 0+18.47

ELEV = 66.37

PC STA 0+22.96

ELEV = 66.72

PC STA 1+79.27

ELEV = 80.68

PC STA 2+61.85

ELEV = 97.51

PC STA 3+35.90

ELEV = 109.17

PC STA 4+15.57

ELEV = 116.61

PC STA 5+37.61

ELEV = 126.61

PT STA 0+40.81

ELEV = 69.31

PT STA 2+32.82

ELEV = 90.53

PT STA 3+24.12

ELEV = 107.10

PT STA 4+07.54

ELEV = 115.63

PT STA 4+49.64

ELEV = 123.71

PCC STA 2+86.81

ELEV = 101.05

PRC STA 3+67.74

ELEV = 113.89

STA. 22

MAG NAIL

ELEV = 132.10

STA. HP-6

BRASS DISK

ELEV = 123.92

STA. 12

MAG NAIL

ELEV = 121.74

STA. 21

MAG NAIL

ELEV = 86.03

HEADQUARTERS

BUILDING

VISITOR

CENTER

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

(D) EXISTING 2" PVC SCHEDULE 80 CONDUIT

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

(D) EXISTING 2" PVC

SCHEDULE 80 CONDUIT

6'

(E) 1" LIGHTING ELECTRICAL

CONDUIT TO LIGHT POST

(D) EXISTING 12 STRAND MM

FIBER OPTIC CABLE AND

25PR COPPER CABLE

HH

(D) EXISTING 12 STRAND

MM FIBER OPTIC CABLE

(D) EXISTING COMM HANDHOLE "F"

(D) EXISTING COMM HANDHOLE "E"

(D) EXISTING COMM HANDHOLE "G"

(D) EXISTING COMM HANDHOLE "D"

(E) COPPER CABLING TERMINATIONS

AT (E) COMM CABINET "A"

(D) FIBER OPTIC

TERMINATION PANEL

(D) EXISTING COMM HANDHOLE "C"

(D) EXISTING COMM HANDHOLE "B"

(E) COPPER CABLING

TERMINATIONS AT (E)

COMM CLOSET "I"

(D) FIBER OPTIC

TERMINATION PANEL

(D) EXISTING COMM

HANDHOLE "H"

(E) 2" PVC SCHEDULE 80 CONDUIT TRANSITION FROM

UNDERGROUND TO ABOVEGROUND, SEE DET. 7/TN6

(E) 2" PVC SCHEDULE 80 CONDUIT

TRANSITION FROM ABOVEGROUND TO

UNDERGROUND, SEE DET. 6/TN6

HH

HH

HH

HH

HH

HH

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

(E) TELECOM RACK

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

6'

DEMOLITION WORK NOTES

CAREFULLY REMOVE EXISTING ROCKS FROM EXISTING

RIP RAP SHOULDER AND STORE FOR REINSTALLATION.

HAND DIG AROUND EXISTING 23.25" X 13.75" HANDHOLE

AND REMOVE EXISTING HANDHOLE.

DISCONNECT AND REMOVE EXISTING ABOVEGROUND

CONDUIT AND CABLING AFTER NEW CABLE HAS BEEN

TERMINATED, TESTED, AND ACCEPTED.

DISCONNECT AND REMOVE EXISTING FIBER OPTIC AND

COPPER CABLING CONNECTING THE HEADQUARTERS

BUILDING TO THE VISITOR CENTER AT BUILDING

TERMINATION.

REMOVE EXISTING LIGHTING ELECTRICAL CONDUIT FROM

HANDHOLE.

EXISTING WALL MOUNTED FIBER TERMINATION PANEL TO

BE REMOVED AND REPLACED WITH 48-STRAND FIBER

TERMINATION PANEL.

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DESIGNED: SUB SHEET NO. TITLE OF SHEET

2/27/2026 PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

CADD:

TECH. REVIEW:

DATE:

DRAWING NO.

OF

PMIS / PKG NO.

SHEET

A/E FIRM

Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

HONOLULU, HI, 96813

Tel: +1.808.762.7202

AN

TL

CK

197069

340780

Stantec

SIGNATURE Expiration Date 4/30/26

TN2

EXISTING SITE AND

DEMOLITION PLANSCALE:

EXISTING SITE AND DEMOLITION PLAN

1" = 30'

SCALE OF FEET

3030 60

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

LP

AutoCAD SHX Text

WHEEL STOP

AutoCAD SHX Text

CONC. PAVEMENT

AutoCAD SHX Text P A R K I N G S T A L L S

AutoCAD SHX Text

BOLDER

AutoCAD SHX Text 62° 22' 32"

AutoCAD SHX Text 360.88

AutoCAD SHX Text 43° 43' 05"

AutoCAD SHX Text 224.72

AutoCAD SHX Text 309° 15' 06"

AutoCAD SHX Text 33.28

AutoCAD SHX Text 97° 54' 39"

AutoCAD SHX Text 232.91

AutoCAD SHX Text

ROCK PILE, H=2'

AutoCAD SHX Text

ROCK PILE, H=1'

AutoCAD SHX Text

ROCK PILE, H=1'

AutoCAD SHX Text

ROCK PILE, H=1'

AutoCAD SHX Text

ROCK PILES, H=1'

AutoCAD SHX Text

A.C. PAVEMENT

AutoCAD SHX Text

A.C. PAVEMENT

AutoCAD SHX Text

A.C. PAVEMENT

AutoCAD SHX Text

(FROM STA. HP-6 TO STA. HP-5)

AutoCAD SHX Text

EROSION

AutoCAD SHX Text

A.C. PAVEMENT TRAIL

AutoCAD SHX Text

A.C. PAVEMENT TRAIL

AutoCAD SHX Text

TO VISITOR CENTER

AutoCAD SHX Text

PARK HEADQUARTERS

AutoCAD SHX Text

ROCK PILE, H=1'

AutoCAD SHX Text 251° 20' 21"

AutoCAD SHX Text 407.43

AutoCAD SHX Text

EDGE PAV'T

AutoCAD SHX Text

EDGE PAV'T

AutoCAD SHX Text

EDGE PAV'T

AutoCAD SHX Text

EDGE PAV'T

AutoCAD SHX Text 109° 22' 58"

AutoCAD SHX Text 503.38

AutoCAD SHX Text

(FROM STA. HP-6 TO STA. HP-1)

AutoCAD SHX Text

S.F.M. (PER PLAN)

AutoCAD SHX Text

3" PVC

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

GRAVEL SHOULDER

AutoCAD SHX Text M.B.

AutoCAD SHX Text

GRAVEL SHOULDERS

AutoCAD SHX Text

GRAVEL SHOULDERS

AutoCAD SHX Text

EXPOSED 3/4" PVC

AutoCAD SHX Text

WATER PIPE

AutoCAD SHX Text

TO SPENCER BEACH PARK ROAD

AutoCAD SHX Text

TO SPENCER BEACH PARK ROAD

AutoCAD SHX Text 251° 20' 21"

AutoCAD SHX Text 407.43

AutoCAD SHX Text

S.F.M. (3" PVC)

AutoCAD SHX Text

S.F.M. (3" PVC)

AutoCAD SHX Text

S.F.M. (3" PVC)

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text No. 12564-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text T

EL 65.76

EL 67.04

TEMPORARY BENCHMARK

TEMPORARY BENCHMARK

TEMPORARY BENCHMARK

TEMPORARY BENCHMARK

°59

'39

79.

95'

157° 57' 05"

178° 24' 04"

280° 19' 18"

341° 41' 18" 100° 19' 18"

141° 10' 54"

141° 10' 54"

154° 58' 28"

162° 07' 37"

342° 07' 37"

338° 35' 29" 334° 26' 13"

301° 54' 01"

250° 55' 07"

301° 54' 01"

1+00

2+00

3+00

4+00

5+

STA 0+00.00

ELEV = 65.87

PI STA 0+78.14

ELEV = 72.97

PI STA 1+01.35

ELEV = 75.64

PI STA 1+20.11

ELEV = 77.86

PI STA 0+18.47

ELEV = 66.37

PC STA 0+22.96

ELEV = 66.72

PC STA 1+79.27

ELEV = 80.68

PC STA 2+61.85

ELEV = 97.51

PC STA 3+35.90

ELEV = 109.17

PC STA 4+15.57

ELEV = 116.61

PC STA 5+37.61

ELEV = 126.61

PT STA 0+40.81

ELEV = 69.31

PT STA 2+32.82

ELEV = 90.53

PT STA 3+24.12

ELEV = 107.10

PT STA 4+07.54

ELEV = 115.63

PT STA 4+49.64

ELEV = 123.71

PCC STA 2+86.81

ELEV = 101.05

PRC STA 3+67.74

ELEV = 113.89

STA. 22

MAG NAIL

ELEV = 132.10

STA. HP-6

BRASS DISK

ELEV = 123.92

STA. 12

MAG NAIL

ELEV = 121.74

STA. 21

MAG NAIL

ELEV = 86.03

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

COMM HANDHOLE "F"

COMM HANDHOLE "E"

COMM HANDHOLE "G"

COMM HANDHOLE "D"

(E) COMM CABINET "A"

(E) 1" CONDUIT TO LIGHT POST

FIBER OPTIC

TERMINATION PANEL

FIBER OPTIC CABLE

COMM HANDHOLE "C"

COMM HANDHOLE "B"

FIBER OPTIC

TERMINATION PANEL

COMM HANDHOLE "H"

HH

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

HH

HH

HH

HH

HH

HH

(E) TELECOM RACK

HEADQUARTERS

BUILDING

VISITOR

CENTER

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

FIBER OPTIC CABLE

(E) COMM CLOSET "I"

CONDUIT SIZE (TRADE SIZE) 2 CONDUIT ID (IN) 2.07

CONDUIT CROSS-SECTIONAL AREA 3.364

CABLE SIZE/TYPE: 48-STRAND HYBRID SM/MM FO CABLE OD (IN) 0.402

CABLE CROSS-SECTIONAL AREA 0.127

NUMBER OF 90o CONDUIT BENDS 2

NUMBER OF CABLES ALLOWED 7.424

CONDUIT FILL CALCULATION

(E) 2-2" PVC SCHEDULE 40 CONDUIT

UNDERGROUND, CONCRETE ENCASED

NOTES

PROVIDE 37.375" X 25.75" HANDHOLE IN GROUND. MODIFY

EXISTING CONDUIT BY EXTENDING CONDUIT INTO

HANDHOLE AS SHOWN IN DETAIL 5/TN6. RESTORE RIP RAP

SHOULDER AREA TO MATCH EXISTING CONDITIONS.

PROVIDE 48-STRAND (24SM/24MM) COMPOSITE FIBER

OPTIC CABLE AND ONE (1) 2"-3-CELL FABRIC MESH

INNERDUCT IN ONE (1) OF THE TWO (2) EXISTING 2"C

UNDERGROUND CONDUITS. PRIOR TO INSTALLATION,

COORDINATE WITH NPS TO IDENTIFY WHICH EXISTING

CONDUIT TO USE. ROUTE THE FIBER CABLE AND A

PULLSTRING IN ONE (1) OF THE CELLS OF THE FABRIC

MESH INNERDUCT WITH PULLSTRING PROVIDED IN THE

OTHER TWO (2) CELLS.

TERMINATE FIBER OPTIC CABLE INTO NEW PANEL.

CONNECT TO EXISTING SYSTEMS. SEE TN7 FOR MORE

INFORMATION.

INTERCEPT EXISTING LIGHTING DUCTLINE AND REROUTE

EXISTING LIGHTING CONDUIT AROUND THE TELECOM

HANDHOLE. REPLACE EXISTING CONDUCTORS WITH NEW

CONDUCTORS. RECONNECT TO EXISTING CIRCUITING AND

LIGHTING CONTROLS.

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DESIGNED: SUB SHEET NO. TITLE OF SHEET

2/27/2026 PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

CADD:

TECH. REVIEW:

DATE:

DRAWING NO.

OF

PMIS / PKG NO.

SHEET

A/E FIRM

Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

HONOLULU, HI, 96813

Tel: +1.808.762.7202

AN

TL

CK

197069

340780

Stantec

SIGNATURE Expiration Date 4/30/26

TN3

SITE PLAN

SCALE:

SITE PLAN

1" = 30'

SCALE OF FEET

3030 60

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

LP

AutoCAD SHX Text

WHEEL STOP

AutoCAD SHX Text

CONC. PAVEMENT

AutoCAD SHX Text P A R K I N G S T A L L S

AutoCAD SHX Text

BOLDER

AutoCAD SHX Text 62° 22' 32"

AutoCAD SHX Text 360.88

AutoCAD SHX Text 43° 43' 05"

AutoCAD SHX Text 224.72

AutoCAD SHX Text 309° 15' 06"

AutoCAD SHX Text 33.28

AutoCAD SHX Text 97° 54' 39"

AutoCAD SHX Text 232.91

AutoCAD SHX Text

ROCK PILE, H=2'

AutoCAD SHX Text

ROCK PILE, H=1'

AutoCAD SHX Text

ROCK PILE, H=1'

AutoCAD SHX Text

ROCK PILE, H=1'

AutoCAD SHX Text

ROCK PILES, H=1'

AutoCAD SHX Text

A.C. PAVEMENT

AutoCAD SHX Text

A.C. PAVEMENT

AutoCAD SHX Text

A.C. PAVEMENT

AutoCAD SHX Text

(FROM STA. HP-6 TO STA. HP-5)

AutoCAD SHX Text

EROSION

AutoCAD SHX Text

A.C. PAVEMENT TRAIL

AutoCAD SHX Text

A.C. PAVEMENT TRAIL

AutoCAD SHX Text

TO VISITOR CENTER

AutoCAD SHX Text

PARK HEADQUARTERS

AutoCAD SHX Text

ROCK PILE, H=1'

AutoCAD SHX Text 251° 20' 21"

AutoCAD SHX Text 407.43

AutoCAD SHX Text

EDGE PAV'T

AutoCAD SHX Text

EDGE PAV'T

AutoCAD SHX Text

EDGE PAV'T

AutoCAD SHX Text

EDGE PAV'T

AutoCAD SHX Text 109° 22' 58"

AutoCAD SHX Text 503.38

AutoCAD SHX Text

(FROM STA. HP-6 TO STA. HP-1)

AutoCAD SHX Text

S.F.M. (PER PLAN)

AutoCAD SHX Text

3" PVC

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

GRAVEL SHOULDER

AutoCAD SHX Text M.B.

AutoCAD SHX Text

GRAVEL SHOULDERS

AutoCAD SHX Text

GRAVEL SHOULDERS

AutoCAD SHX Text

EXPOSED 3/4" PVC

AutoCAD SHX Text

WATER PIPE

AutoCAD SHX Text

TO SPENCER BEACH PARK ROAD

AutoCAD SHX Text

TO SPENCER BEACH PARK ROAD

AutoCAD SHX Text 251° 20' 21"

AutoCAD SHX Text 407.43

AutoCAD SHX Text

S.F.M. (3" PVC)

AutoCAD SHX Text

S.F.M. (3" PVC)

AutoCAD SHX Text

S.F.M. (3" PVC)

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text No. 12564-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

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ST

A

3+

.00 M

AT

CH

LI

NE

S

HE

ET

T

N5

0+00 0+50 1+00 1+50

2+00 2+50 3+00 3+25

ST

A.

1+

.27

ST

A.

2+

.85

0+00 0+50 1+00 1+50

2+00 2+50 3+00 3+25

0+00 0+50 1+00 1+50

2+00 2+50 3+00 3+25

ST

A.

0+

EL

EV

.87

INVERT OF COMM DUCTBANK

COMM HANDHOLE "G"

AT STA. 0+26.96

FINISHED SURFACE AT

TRAIL BASELINE

EXISTING AC TRAIL

EXISTING CONC PAVEMENT

FINISHED SURFACE AT

TRAIL BASELINE

EXISTING AC TRAIL

INVERT OF SEWER

FORCE MAIN

INVERT OF SEWER FORCE MAIN

INVERT OF COMM

DUCTBANK

COMM HANDHOLE

"F" AT STA. 1+82.27

COMM HANDHOLE "E"

AT STA. 2+79.81

2/2 7/2

6 \

\U S0

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TN4

DESIGNED: SUB SHEET NO. TITLE OF SHEET

2/27/2026 PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

CADD:

TECH. REVIEW:

DATE:

DRAWING NO.

OF

PMIS / PKG NO.

SHEET

A/E FIRM

Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

HONOLULU, HI, 96813

Tel: +1.808.762.7202

AN

TL

CK

197069

340780

Stantec

SIGNATURE Expiration Date 4/30/26 7

UTILITY

PROFILE

PROFILE

SCALE: HORIZ. 1" = 20'

VERT. 1" = 5'

SCALE:

UTILITY PROFILE

1" = 20'

20 0 20 40

SCALE OF FEET

5 0 5 10

HORIZ: 1"=20'

VERT: 1"=5'

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text No. 12564-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text

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ST

A

3+

.00 M

AT

CH

LI

NE

S

HE

ET

T

N4

3+00 3+50 4+00 4+50 5+00 5+50 6+00

3+00 3+50 4+00 4+50 5+00 5+50 6+00

3+00 3+50 4+00 4+50 5+00 5+50 6+00

ST

A.

5+

.41

EL

EV

7.2

INVERT OF COMM DUCTBANK

EXISTING AC TRAIL

FINISHED SURFACE

AT TRAIL BASELINE

INVERT OF SEWER FORCE MAIN

COMM HANDHOLE

"D" AT STA. 3+62.74

COMM HANDHOLE "C"

AT STA. 4+45.64

COMM HANDHOLE "B"

AT STA. 5+40.61

2/2 7/2

6 \

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S0 2\S

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OR

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OF

ILE

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G

TN5

DESIGNED: SUB SHEET NO. TITLE OF SHEET

2/27/2026 PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

CADD:

TECH. REVIEW:

DATE:

DRAWING NO.

OF

PMIS / PKG NO.

SHEET

A/E FIRM

Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

HONOLULU, HI, 96813

Tel: +1.808.762.7202

AN

TL

CK

197069

340780

Stantec

SIGNATURE Expiration Date 4/30/26 8

UTILITY

PROFILE

PROFILE

SCALE: HORIZ. 1" = 20'

VERT. 1" = 5'

SCALE:

UTILITY PROFILE

1" = 20'

20 0 20 40

SCALE OF FEET

5 0 5 10

HORIZ: 1"=20'

VERT: 1"=5'

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text No. 12564-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text T

3'

REMOVE EXISTING 24.75" X

15.25" X 12" HANDHOLE

SCALE:

TYPICAL EXISTING DUCTBANK TRAIL DETAIL 4

TN6 NTS

SCALE:

TYPICAL EXISTING HANDHOLE DETAIL 2

TN6 NTSSCALE:

TYPICAL EXISTING HANDHOLE AND CONDUIT DEMOLITION DETAIL 8

TN6 NTS

3'

SCALE:

TYPICAL NEW HANDHOLE AND CONDUIT DETAIL 5

TN6 NTS

37.375" X 25.75" X 36" HANDHOLE

SCALE:

NEW HANDHOLE DETAIL 1

TN6 NTS

35.625" 24"

3"

23.25" 13.75"

2"

3'

FINISHED GRADE

REMOVE EXISTING 24.75" X

15.25" X 12" HANDHOLE "B"

SCALE:

EXISTING HANDHOLE "B" AND CONDUIT DEMOLITION DETAIL 7

TN6 NTS

REMOVE ALL EXISTING

ABOVE GROUND

CONDUIT. DETAIL SHOWS

TRANSITION.

TO HEADQUARTERSTO VISITOR CENTER

SCALE:

EXISTING HANDHOLE "H" DETAIL 3

TN6 NTS

23.25" 13.75"

2"

EXTEND EXISTING 2-2"C INTO LARGER

HANDHOLE

2.00 5.50

5" CONCRETE WALKWAY

4" AGG. BASERIP RAP

CLSM

CONCRETE JACKET

CLSM

0.75

1.25

0.42

0.75

0.50

1.00

0.75

0.75

3.75

0.50

CHIP AWAY CONCRETE JACKET

APPROXIMATELY 20 INCHES AND CUT

EXISTING 2-2"C TO FACILITATE EXTENSION

INTO NEW HANDHOLE. CONTRACTOR MAY

ENCOUNTER VARIATIONS IN THE FIELD.

(E) 2-2" PVC SCHEDULE 40 CONDUIT

(E) SEWER FORCE MAIN

24.75"

15.25"

21"

19"

18"

11.5"

9.5"

24.75"

15.25"

24"

12"

19.25"

11.5"

9.75"

37.375"

25.75"

33.875"

36"

22.25"

18"

29.625"

FINISHED GRADE

FINISHED GRADE

FINISHED GRADE

REMOVE EXISTING 24.75" X 15.25" X 12"

HANDHOLE "G"

SCALE:

EXISTING HANDHOLE "G" AND CONDUIT DEMOLITION DETAIL 6

TN6 NTS

REMOVE ALL EXISTING ABOVE

GROUND CONDUIT. DETAIL SHOWS

TRANSITION.

EXISTING 2-2"C

EXISTING 2-2"C

REMOVE EXISTING 1"

LIGHTING ELECTRICAL

CONDUIT FROM HANDHOLE

PROVIDE SEAL AND CAP FOR SPARE

CONDUITS. SEAL CABLES AT FILLED

CONDUITS IN HANDHOLE.

EXISTING CONDUIT BURIAL DEPTH

MAY VARY. COORDINATE CONDUIT

PENETRATIONS IN HANDHOLE WITH

EXISTING FIELD CONDITIONS.

EXISTING CONCRETE

ENCASED DUCTLINE

EXISTING CONCRETE

ENCASED DUCTLINE

EXISTING CONCRETE

ENCASED DUCTLINE

EXISTING

CONCRETE

ENCASED

DUCTLINE

EXISTING CONCRETE

ENCASED DUCTLINE

CHIP AWAY CONCRETE JACKET

APPROXIMATELY 20 INCHES AND CUT

EXISTING 2-2"C TO FACILITATE EXTENSION

INTO NEW HANDHOLE. CONTRACTOR MAY

ENCOUNTER VARIATIONS IN THE FIELD.

CHIP AWAY CONCRETE JACKET

APPROXIMATELY 20 INCHES AND CUT

EXISTING 2-2"C TO FACILITATE EXTENSION

INTO NEW HANDHOLE. CONTRACTOR MAY

ENCOUNTER VARIATIONS IN THE FIELD.TO HEADQUARTERSTO VISITOR CENTER

2/2 7/2

6 \

\U S0

9-

PP

FS

S0 2\S

HA

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PR

OJ

EC

TS

\20

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OR

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NG

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ILE

S\

_E

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CT

RI

CA

L\P

UH

E\

\C

AD

V2

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IN

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N6 D

ET

AI

LS

.D

W G

TN6

DESIGNED: SUB SHEET NO. TITLE OF SHEET

2/27/2026 PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

CADD:

TECH. REVIEW:

DATE:

DRAWING NO.

OF

PMIS / PKG NO.

SHEET

A/E FIRM

Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

HONOLULU, HI, 96813

Tel: +1.808.762.7202

AN

TL

CK

197069

340780

Stantec

DETAILS

SIGNATURE Expiration Date 4/30/26

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text No. 12564-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text T

SCALE:

TELECOM RISER DIAGRAM

NTS

(E) VISITOR CENTER (E) HEADQUARTERS BUILDING

DEMOLITION WORK

(D) FO

TERMINATION

PANEL

(D) FO

TERMINATION

PANEL

(D) EXISTING

COMM HH "H"

(D) EXISTING

COMM HH "G"

(D) EXISTING

COMM HH "F"

(D) EXISTING

COMM HH "E"

(D) EXISTING

COMM HH "D"

(D) EXISTING

COMM HH "C"

(D) EXISTING

COMM HH "B"

COMM HH "H" COMM HH "G" COMM HH "F" COMM HH "E" COMM HH "D" COMM HH "C" COMM HH "B"

(D) EXISTING 12F MM FO

CABLE AND CU CABLE

COMPOSITE SM/MM FO CABLE

(E) SPECTRUM

EQUIPMENT

(E) TELECOM BACKBOARD

AT HEADQUARTERS OFFICE

(E) TELECOM

CABINET

(E) ROUTER

(E) SWITCH

(D) EXISTING 12F MM

FO CABLE

(E) COMM

CABINET "A"

(D) EXISTING COPPER CABLE

TO (E) SPARE

TELECOM DUCT

TO (E) SPECTRUM

TELECOM HH

(E) TELECOM UTILITY

24F SM FO CABLE

(E) BUILDING ENTRANCE

PROTECTOR BLOCK

(E) 66-BLOCK

PROVIDE NEW 48-STRAND FIBER

TERMINATION PANEL AND SIX (6)

ST CONNECTORS MULTIMODE

(E) SPECTRUM

EQUIPMENT

(E) TELECOM BACKBOARD AT

HEADQUARTERS OFFICE

(E) TELECOM

CABINET

(E) ROUTER

(E) SWITCH

COMPOSITE SM/MM FO CABLE.

OSP CABLE LENGTH WITHIN BUILDING SHALL

NOT EXCEED 50'.

TO (E) SPARE

TELECOM DUCT

TO (E) SPECTRUM

TELECOM HH

(E) TELECOM UTILITY

24F SM FO CABLE

(E) BUILDING ENTRANCE

PROTECTOR BLOCK

(E) 66-BLOCK

TO (E) VISITOR CENTER

TO (E) SPARE

TELECOM DUCTS

TO (E) SPARE

TELECOM

DUCTS

(E) 66-BLOCK

(E) TELECOM CLOSET

"I" BACKBOARD

(E) TELECOM BACKBOARD

AT LUNCH/WORK ROOM

(D) EXISTING 12F

MM FO CABLE AND

CU CABLE

(E) BUILDING ENTRANCE

PROTECTOR BLOCK

TO (E) SPARE

TELECOM

DUCTS

TO (E) SPARE

TELECOM

DUCTS

(E) 66-BLOCK

COMPOSITE SM/MM FO CABLE.

OSP CABLE LENGTH WITHIN BUILDING SHALL

NOT EXCEED 50'.

(E) BUILDING ENTRANCE

PROTECTOR BLOCK

(E) COMM

CABINET "A"

(E) TELECOM CLOSET

"I" BACKBOARD

(E) TELECOM BACKBOARD

AT LUNCH/WORK ROOM

PROVIDE NEW 48-STRAND FIBER

TERMINATION PANEL AND SIX (6) ST

CONNECTORS MULTIMODE

(E) TWO (2) FIBER MULTIMODE

STRANDS WITH ST CONNECTOR

(E) VISITOR CENTER (E) HEADQUARTERS BUILDING

NEW WORK

2/2 7/2

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FS

S0 2\S

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EC

OM

R

IS

ER

D

IA

GR

AM

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G

TN7

DESIGNED: SUB SHEET NO. TITLE OF SHEET

2/27/2026 PUʻUKOHOLĀ HEIAU NATIONAL HISTORIC SITE

CADD:

TECH. REVIEW:

DATE:

DRAWING NO.

OF

PMIS / PKG NO.

SHEET

A/E FIRM

Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. Copyrights to all designs and drawings are the property of Stantec.

Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

HONOLULU, HI, 96813

Tel: +1.808.762.7202

AN

TL

CK

197069

340780

Stantec

SIGNATURE Expiration Date 4/30/26 10

TELECOM RISER DIAGRAM

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text No. 12564-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text T