'LQD�/DX

(�VLJQHG�����������������30�+67

GLQD�X�ODX#KDZDLL�JRY

6WDWH�RI�+DZDLL

&LYLO�(QJLQHHU

https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAAy0XTNV7oqbRechj9aLprCgrBFmqoSPEA https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAAy0XTNV7oqbRechj9aLprCgrBFmqoSPEA

LOADING/UNLOADING ONLY

LOADING/UNLOADING ONLY

X

X

X

X

X

X

X

X w

D

TBM

- 100

M

AG

Nail Set

Elev. = 10.39'

TBM

- 106

M

AG

Nail Set

Elev. = 19.29'

TBM

- 107

M

AG

Nail Fd.

Elev. = 19.18'

TBM

- 103

M

AG

Nail Fd.

Elev. = 16.84'

TBM

- 101

M

AG

Nail Set

Elev. = 8.12'

TBM

- 109

M

AG

Nail Set

Elev. = 26.24'

TBM

- 114

M

AG

Nail Set

Elev. = 41.27'

TBM

- 119

60D Nail Set

Elev. = 32.53'

TBM

- 124

M

AG

Nail Set

Elev. = 41.58'

TBM

- 123

M

AG

Nail Set

Elev. = 48.39'TBM

- 128

M

AG

Nail Set

Elev. = 31.87' s s

TBM

- 119

60D Nail Set'

Elev. = 32.53'

TBM

- 219

Rail Road Spike Fd.

Elev. = 16.06'

S

S

FM

W

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 SHEETSJOB NO.: F14C728D

KE

AL

AK

EK

U A

BA

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H

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TO

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IC

AL

P

AR

K

SI

TE

IM

PR

O

VE

M

EN

TS

J O

B N

O . F

C

8D

ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

OVERALL LANDSCAPE SITE PLAN

L-000 33 143

P U U H O N U A R O

A D

SEE EXISTING PAVILION

PARTIAL PLANS ON SHEETS

LP-100 & LP-200

N A P O O P O O R O A D

8020 40

FEET

OVERALL LANDSCAPE SITE PLAN

SCALE: 1" = 40'-0"1

NEW PROPOSED BOARDWALK

(SEE STRUCTURAL AND CIVIL

DRAWINGS)

HIKIAU HEIAU

TMK: (3) 8-2-004: 010

TMK: (3) 8-2-004: 007

TMK: (3) 8-2-004: 016

TMK: (3) 8-2-004: 006

TMK: (3) 8-2-004: 017

TMK: (3) 8-2-004: 003

TMK: (3) 8-2-004: 019

EXISTING

CONCRETE

PAD

TMK: (3) 8-2-004: 011

TMK: (3) 8-2-004: 012

TMK: (3) 8-2-004: 009

HELEHELEKALANI HEIAU

(APPX. LOCATION)

GASPAR COFFEE

MILL SITE

ARCHAEOLOGICAL

SITE

GREAT WALL

EXISTING

PAVILION

TMK: (3) 8-2-004: 002

TMK: (3) 8-1-010: 001

TMK: (3) 8-2-004: 001

NORTH

TMK: (3) 8-1-003: 002

NEW PARKING LOT

(44 STALLS)

PROPOSED

INTERPRETIVE

SHELTER

SEE INTERPRETIVE SHELTER

PARTIAL PLANS ON SHEETS

LK-102 & LK-202

PROPOSED

20' X 40'

EQUIPMENT

STORAGE

'LQD�/DX

(�VLJQHG�����������������30�+67

GLQD�X�ODX#KDZDLL�JRY

6WDWH�RI�+DZDLL

&LYLO�(QJLQHHU

VALVE NUMBER

VALVE FLOW

VALVE SIZE

VALVE CALLOUT

CONDUIT SIZE

SLEEVE SIZE

CONDUIT & SLEEVE CALLOUT

CONTROL WIRE CONDUIT: PVC SCHEDULE 80 UL APPROVED

TYPICAL CONDUIT FOR IRRIGATION CONTROL WIRE.

CONDUIT SIZE SHALL ALLOW FOR IRRIGATION CONTROL

WIDE TO EASILY SLIDE THROUGH CONDUIT MATERIAL.

EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING

OR CONSTRUCTION.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Rain Bird PESB-PRS-D 1-1/2" 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Pressure Regulating Module, and Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications.

Rain Bird 44-LRC 1" 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body.

Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3"

Febco 825YA 1-1/2" Reduced Pressure Backflow Preventer

Rain Bird ESPLXME2-LXMM-LXMMPED w/ (1) ESPLXMSM12 (3) 24 Station, Traditionally-Wired, Commercial Controller.(1) ESPLXME2 12-Station, Indoor/Outdoor, Plastic Wall-Mount Enclosure w/ (1) ESPLXMSM12 - 12-Station Expansion Module.

Install in LXMM-LXMMPED Powder Coated, Metal Wall-Mounted Cabinet w/ Pedestal

Rain Bird WR2-RFC Wireless Rain and Freeze Sensor Combo, includes 1 receiver and 1 rain/freeze sensor transmitter.

Point of Connection 1 1/2"

Irrigation Lateral Line: PVC Schedule 40 3/4"

Irrigation Lateral Line: PVC Schedule 40 1"

Irrigation Lateral Line: PVC Schedule 40 1 1/2"

Irrigation Mainline: PVC Schedule 40 1 1/2"

Pipe Sleeve: PVC Schedule 40

C1

RS

LOADING/UNLOADING ONLY

LOADING/UNLOADING ONLY

w

D

TBM

- 100

M

AG

Nail Set

Elev. = 10.39'

TBM

- 106

M

AG

Nail Set

Elev. = 19.29'

TBM

- 107

M

AG

Nail Fd.

Elev. = 19.18'

TBM

- 103

M

AG

Nail Fd.

Elev. = 16.84'

TBM

- 101

M

AG

Nail Set

Elev. = 8.12' s s

C1

RS

17 17

R

R L

L

6 10

R

R L

S

L

S

L

R

R

L R

S

SS

S

L

S

L

L

R

L

R

L

21 01

20112"

19112"

25112"

28112"

25112"

30112"

27112"

27112"

16112"

30112"

24112"

30112"

23112"

28112"

26112"

24112"

26112"

112"

112"

112"

112"

112"

112"

112"

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 SHEETSJOB NO.: F14C728D

KE

AL

AK

EK

U A

BA

Y

H

IS

TO

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IC

AL

P

AR

K

SI

TE

IM

PR

O

VE

M

EN

TS

J O

B N

O . F

C

8D

ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

LP-100

34 143

4010 20

FEET

EXISTING PAVILION PARTIAL IRRIGATION PLAN

SCALE: 1" = 20'-0"1

IRRIGATION LEGEND

NORTH

P U U H O N U A R O

A D

HIKIAU HEIAU

TMK: (3) 8-2-004: 010

TMK: (3) 8-2-004: 011

TMK: (3) 8-2-004: 012

EXISTING PAVILION PARTIAL

IRRIGATION PLAN

NOTES:

1. THIS PLAN IS DIAGRAMMATIC. IRRIGATION SYSTEM IS SUBJECT TO FIELD

ADJUSTMENTS DUE TO UNANTICIPATED SITE CONDITIONS. LOCATE ALL

MAINLINES, LATERALS, VALVES AND SPRINKLER HEADS WITHIN PLANTING

AREAS, UNLESS OTHERWISE NOTED. PLACE MAINLINE IN PLANTING

AREAS WHERE NO SLEEVES ARE SHOWN. AVOID ANY CONFLICT

BETWEEN UNDERGROUND UTILITIES, STRUCTURES AND PLANTING.

2. REFER TO SHEET LP-101 & LK-103 FOR IRRIGATION SCHEDULES.

3. REFER TO SHEET L-104, L-105 & L-106 FOR ADDITIONAL IRRIGATION

NOTES AND DETAILS.

BACKFLOW PREVENTER

(TYP SYM)

WIRELESS RAIN SENSOR

(TYP SYM)

IRRIGATION POINT OF

CONNECTION (TYP SYM)

IRRIGATION CONTROLLER

LOCATION, (TYP SYM)

CONTRACTOR TO

PROVIDE POWER.

EXISTING

PAVILION

EXISTING SWALE

IRRIGATION MAINLINE

(TYP SYM)

PACIFIC

OCEAN

NEW PROPOSED

BOARDWALK

(SEE STRUCTURAL

AND CIVIL DRAWINGS)

EXISTING CONCRETE

WALK

EXISTING GRAVEL

WALK

IRRIGATION MAINLINE

(TYP SYM)

GATE VALVE (TYP SYM)

CONDUIT

(TYP SYM)

SLEEVE (TYP SYM)

'LQD�/DX

(�VLJQHG�����������������30�+67

GLQD�X�ODX#KDZDLL�JRY

6WDWH�RI�+DZDLL

&LYLO�(QJLQHHU

SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS

Hunter PROS-04-PRS30-CV 08H 2 180 30 0.47 6'

Hunter PROS-04-PRS30-CV 10H 1 180 30 0.88 8'

Hunter PROS-04-PRS30-CV 12F 6 360 30 2.7 10'

Hunter PROS-04-PRS30-CV 15F 40 360 30 3.75 12'

Hunter PROS-04-PRS30-CV 15H 4 180 30 1.86 12'

Hunter PROS-04-PRS30-CV 17H 20 180 30 2.37 14'

Hunter PROS-04-PRS30-CV 17Q 1 90 30 1.15 14'

Hunter PROS-04-PRS30-CV 08A 4 Adj 30 ≤ 1.76 6'

Hunter PROS-04-PRS30-CV 10A 2 Adj 30 ≤ 2.02 8'

Hunter PROS-04-PRS30-CV 12A 5 Adj 30 ≤ 2.52 10'

Hunter PROS-04-PRS30-CV 15A 20 Adj 30 ≤ 3.71 12'

Hunter PROS-04-PRS30-CV 17A 15 Adj 30 ≤ 4.61 14'

Hunter PROS-12-PRS30-CV 04Q 3 90 30 0.2 4'

Hunter PROS-12-PRS30-CV 06H 9 180 30 0.5 6'

Hunter PROS-12-PRS30-CV LCS-515 11 LCS 30 0.65 5'x15'

Hunter PROS-12-PRS30-CV RCS-515 9 RCS 30 0.65 5'x15'

Hunter PROS-12-PRS30-CV SS-530 7 SST 30 1.3 5'x30'

Hunter PROS-12-PRS30-CV 08H 1 180 30 0.47 8'

Hunter PROS-12-PRS30-CV 10H 6 180 30 0.88 10'

Hunter PROS-12-PRS30-CV 10Q 1 90 30 0.42 10'

Hunter PROS-12-PRS30-CV 12H 5 180 30 1.3 12'

Hunter PROS-12-PRS30-CV 12Q 2 90 30 0.67 12'

Hunter PROS-12-PRS30-CV 15H 1 180 30 1.86 15'

Hunter PROS-12-PRS30-CV 15Q 3 90 30 0.97 15'

Hunter PROS-12-PRS30-CV 04A 3 Adj 30 ≤ 0.9 4'

Hunter PROS-12-PRS30-CV 06A 17 Adj 30 ≤ 1.37 6'

Hunter PROS-12-PRS30-CV 08A 6 Adj 30 ≤ 1.76 8'

Hunter PROS-12-PRS30-CV 10A 11 Adj 30 ≤ 2.02 10'

Hunter PROS-12-PRS30-CV 12A 18 Adj 30 ≤ 2.52 12'

Hunter PROS-12-PRS30-CV 15A 8 Adj 30 ≤ 3.71 15'

L

R

S

VALVE NUMBER

VALVE FLOW

VALVE SIZE

VALVE CALLOUT

CONDUIT SIZE

SLEEVE SIZE

CONDUIT & SLEEVE CALLOUT

CONTROL WIRE CONDUIT: PVC SCHEDULE 80 UL APPROVED

TYPICAL CONDUIT FOR IRRIGATION CONTROL WIRE.

CONDUIT SIZE SHALL ALLOW FOR IRRIGATION CONTROL

WIDE TO EASILY SLIDE THROUGH CONDUIT MATERIAL.

EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING

OR CONSTRUCTION.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird PESB-PRS-D 1-1/2" 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Pressure Regulating Module, and Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications.

Rain Bird 44-LRC 1" 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body.

Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3"

Febco 825YA 1-1/2" Reduced Pressure Backflow Preventer

Rain Bird ESPLXME2-LXMM-LXMMPED w/ (1) ESPLXMSM12 (3) 24 Station, Traditionally-Wired, Commercial Controller.(1) ESPLXME2 12-Station, Indoor/Outdoor, Plastic Wall-Mount Enclosure w/ (1) ESPLXMSM12 - 12-Station Expansion Module.

Install in LXMM-LXMMPED Powder Coated, Metal Wall-Mounted Cabinet w/ Pedestal

Rain Bird WR2-RFC Wireless Rain and Freeze Sensor Combo, includes 1 receiver and 1 rain/freeze sensor transmitter.

Point of Connection 1 1/2" 1

Irrigation Lateral Line: PVC Schedule 40 3/4" 1,488 lf

Irrigation Lateral Line: PVC Schedule 40 1" 400.8 lf

Irrigation Lateral Line: PVC Schedule 40 1 1/2" 657.3 lf

Irrigation Mainline: PVC Schedule 40 1 1/2" 477.5 lf

Pipe Sleeve: PVC Schedule 40 9.1 lf

C1

RS

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 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 DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

LP-101

35 143

EXISTING PAVILION IRRIGATION SCHEDULE

EXISTING PAVILION IRRIGATION

SCHEDULE

'LQD�/DX

(�VLJQHG�����������������30�+67

GLQD�X�ODX#KDZDLL�JRY

6WDWH�RI�+DZDLL

&LYLO�(QJLQHHU

VALVE NUMBER

VALVE FLOW

VALVE SIZE

VALVE CALLOUT

CONDUIT SIZE

SLEEVE SIZE

CONDUIT & SLEEVE CALLOUT

CONTROL WIRE CONDUIT: PVC SCHEDULE 80 UL APPROVED

TYPICAL CONDUIT FOR IRRIGATION CONTROL WIRE.

CONDUIT SIZE SHALL ALLOW FOR IRRIGATION CONTROL

WIDE TO EASILY SLIDE THROUGH CONDUIT MATERIAL.

EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING

OR CONSTRUCTION.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Rain Bird PESB-PRS-D 1-1/2" 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Pressure Regulating Module, and Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications.

Rain Bird 44-LRC 1" 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body.

Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3"

Febco 825YA 1-1/2" Reduced Pressure Backflow Preventer

Rain Bird ESPLXME2-LXMM-LXMMPED w/ (1) ESPLXMSM12 (3) 36 Station, Traditionally-Wired, Commercial Controller.(1) ESPLXME2 12-Station, Indoor/Outdoor, Plastic Wall-Mount Enclosure w/ (1) ESPLXMSM12 - 12-Station Expansion Module.

Install in LXMM-LXMMPED Powder Coated, Metal Wall-Mounted Cabinet w/ Pedestal

Rain Bird WR2-RFC Wireless Rain and Freeze Sensor Combo, includes 1 receiver and 1 rain/freeze sensor transmitter.

Point of Connection 1 1/2"

Irrigation Lateral Line: PVC Schedule 40 3/4"

Irrigation Lateral Line: PVC Schedule 40 1"

Irrigation Lateral Line: PVC Schedule 40 1 1/2"

Irrigation Lateral Line: Type K Copper Pipe 1 1/2"

Irrigation Mainline: PVC Schedule 40 1 1/2"

Pipe Sleeve: PVC Schedule 40

C2

RS

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TBM

- 119

60D Nail Set

Elev. = 32.53'

TBM

- 124

M

AG

Nail Set

Elev. = 41.58'

TBM

- 119

60D Nail Set'

Elev. = 32.53'

S

S

FM

FM

(E)W

W

W

W

W

C2 RS

L R

R L

S S

S

S

S

S

S

S

L

R

L

R

L

R

R S

S

S

01 8

21 21

8 8

L

S

S

12 17

17 17

01 01

8 8

71 71

10 21

10 12

12 L

R

S

27112"

27112"

28112"

26112"

30112"

30112"

29112"

30112"

27112"

31112"

24112"

22112"

26112"

28112"

25112"

16112"

24112"

14112"

28112"

23112"

23112"

30112"

19112"

30112"

15112"

27112"

29112"

30112"

112"

112"

112"

112"

112"

112"

112"

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 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 DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

LK-102

36 143

4010 20

FEET

INTERPRETIVE SHELTER PARTIAL IRRIGATION PLAN

SCALE: 1" = 20'-0"1

IRRIGATION LEGEND

NOTES:

1. THIS PLAN IS DIAGRAMMATIC. IRRIGATION SYSTEM IS SUBJECT

TO FIELD ADJUSTMENTS DUE TO UNANTICIPATED SITE

CONDITIONS. LOCATE ALL MAINLINES, LATERALS, VALVES AND

SPRINKLER HEADS WITHIN PLANTING AREAS, UNLESS OTHERWISE

NOTED. PLACE MAINLINE IN PLANTING AREAS WHERE NO

SLEEVES ARE SHOWN. AVOID ANY CONFLICT BETWEEN

UNDERGROUND UTILITIES, STRUCTURES AND PLANTING.

2. REFER TO SHEET LP-101 & LK-103 FOR IRRIGATION SCHEDULES.

3. REFER TO SHEET L-104, L-105 & L-106 FOR ADDITIONAL IRRIGATION

NOTES AND DETAILS.

NORTH

INTERPRETIVE SHELTER PARTIAL

IRRIGATION PLAN

GATE VALVE

(TYP SYM)

IRRIGATION POINT OF

CONNECTION (TYP SYM)

WIRELESS RAIN SENSOR

(TYP SYM)

IRRIGATION CONTROLLER LOCATION, (TYP SYM)

CONTRACTOR TO PROVIDE POWER.

IRRIGATION MAINLINE

(TYP SYM)

TMK: (3) 8-2-004: 019

TMK: (3) 8-2-004: 001

PROPOSED

INTERPRETIVE

SHELTER

GASPAR

COFFEE

MILL SITE

EXISTING

CONCRETE PAD

PROPOSED 20' X 40'

EQUIPMENT STORAGE

N A P O O P O O

NEW PARKING LOT

(44 STALLS)

NEW PROPOSED BOARDWALK

(SEE STRUCTURAL AND CIVIL

DRAWINGS)

IRRIGATION MAINLINE

(TYP SYM)

CONDUIT

(TYP SYM)

SLEEVE

(TYP SYM)

SLEEVE

(TYP SYM)

BACKFLOW

PREVENTER

(TYP SYM)

CONDUIT

(TYP SYM)

R O A D

COPPER LATERAL

(TYP SYM)

'LQD�/DX

(�VLJQHG�����������������30�+67

GLQD�X�ODX#KDZDLL�JRY

6WDWH�RI�+DZDLL

&LYLO�(QJLQHHU

SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS

Hunter PROS-04-PRS30-CV LCS-515 1 LCS 30 0.65 4'x12'

Hunter PROS-04-PRS30-CV RCS-515 1 RCS 30 0.65 4'x12'

Hunter PROS-04-PRS30-CV SS-530 1 SST 30 1.3 4'x24'

Hunter PROS-04-PRS30-CV 08H 2 180 30 0.47 6'

Hunter PROS-04-PRS30-CV 10H 12 180 30 0.88 8'

Hunter PROS-04-PRS30-CV 10Q 1 90 30 0.42 8'

Hunter PROS-04-PRS30-CV 12H 7 180 30 1.3 10'

Hunter PROS-04-PRS30-CV 12Q 5 90 30 0.67 10'

Hunter PROS-04-PRS30-CV 15F 66 360 30 3.75 12'

Hunter PROS-04-PRS30-CV 15H 2 180 30 1.86 12'

Hunter PROS-04-PRS30-CV 17H 39 180 30 2.37 14'

Hunter PROS-04-PRS30-CV 17Q 3 90 30 1.15 14'

Hunter PROS-04-PRS30-CV 08A 14 Adj 30 ≤ 1.76 6'

Hunter PROS-04-PRS30-CV 10A 13 Adj 30 ≤ 2.02 8'

Hunter PROS-04-PRS30-CV 12A 14 Adj 30 ≤ 2.52 10'

Hunter PROS-04-PRS30-CV 15A 1 Adj 30 ≤ 3.71 12'

Hunter PROS-04-PRS30-CV 17A 43 Adj 30 ≤ 4.61 14'

Hunter PROS-12-PRS30-CV LCS-515 6 LCS 30 0.65 5'x15'

Hunter PROS-12-PRS30-CV RCS-515 6 RCS 30 0.65 5'x15'

Hunter PROS-12-PRS30-CV SS-530 13 SST 30 1.3 5'x30'

Hunter PROS-12-PRS30-CV 08H 8 180 30 0.47 8'

Hunter PROS-12-PRS30-CV 10H 26 180 30 0.88 10'

Hunter PROS-12-PRS30-CV 10Q 1 90 30 0.42 10'

Hunter PROS-12-PRS30-CV 12H 16 180 30 1.3 12'

Hunter PROS-12-PRS30-CV 15H 2 180 30 1.86 15'

Hunter PROS-12-PRS30-CV 17H 12 180 30 2.37 17'

Hunter PROS-12-PRS30-CV 17Q 1 90 30 1.15 17'

Hunter PROS-12-PRS30-CV 08A 17 Adj 30 ≤ 1.76 8'

Hunter PROS-12-PRS30-CV 10A 11 Adj 30 ≤ 2.02 10'

Hunter PROS-12-PRS30-CV 12A 16 Adj 30 ≤ 2.52 12'

Hunter PROS-12-PRS30-CV 15A 7 Adj 30 ≤ 3.71 15'

Hunter PROS-12-PRS30-CV 17A 11 Adj 30 ≤ 4.61 17'

L

R

S

L

R

S

VALVE NUMBER

VALVE FLOW

VALVE SIZE

VALVE CALLOUT

CONDUIT SIZE

SLEEVE SIZE

CONDUIT & SLEEVE CALLOUT

CONTROL WIRE CONDUIT: PVC SCHEDULE 80 UL APPROVED

TYPICAL CONDUIT FOR IRRIGATION CONTROL WIRE.

CONDUIT SIZE SHALL ALLOW FOR IRRIGATION CONTROL

WIDE TO EASILY SLIDE THROUGH CONDUIT MATERIAL.

EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING

OR CONSTRUCTION.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Rain Bird PESB-PRS-D 1-1/2" 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Pressure Regulating Module, and Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications.

Rain Bird 44-LRC 1" 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body.

Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3"

Febco 825YA 1-1/2" Reduced Pressure Backflow Preventer

Rain Bird ESPLXME2-LXMM-LXMMPED w/ (1) ESPLXMSM12 (3) 36 Station, Traditionally-Wired, Commercial Controller.(1) ESPLXME2 12-Station, Indoor/Outdoor, Plastic Wall-Mount Enclosure w/ (1) ESPLXMSM12 - 12-Station Expansion Module.

Install in LXMM-LXMMPED Powder Coated, Metal Wall-Mounted Cabinet w/ Pedestal

Rain Bird WR2-RFC Wireless Rain and Freeze Sensor Combo, includes 1 receiver and 1 rain/freeze sensor transmitter.

Point of Connection 1 1/2" 1

Irrigation Lateral Line: PVC Schedule 40 3/4" 2,493 lf

Irrigation Lateral Line: PVC Schedule 40 1" 596.0 lf

Irrigation Lateral Line: PVC Schedule 40 1 1/2" 1,081 lf

Irrigation Lateral Line: Type K Copper Pipe 1 1/2" 40.2 lf

Irrigation Mainline: PVC Schedule 40 1 1/2" 1,167 lf

Pipe Sleeve: PVC Schedule 40 30.9 lf

C2

RS

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 SHEETSJOB NO.: F14C728D

KE

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ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

LK-103

37 143

INTERPRETIVE SHELTER IRRIGATION SCHEDULE

INTERPRETIVE SHELTER IRRIGATION

SCHEDULE

'LQD�/DX

(�VLJQHG�����������������30�+67

GLQD�X�ODX#KDZDLL�JRY

6WDWH�RI�+DZDLL

&LYLO�(QJLQHHU

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 SHEETSJOB NO.: F14C728D

KE

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ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

IRRIGATION NOTES AND DETAILS

L-104 38 143

IRRIGATION GENERAL NOTES

1. THIS PLAN IS DIAGRAMMATIC. IRRIGATION SYSTEM IS SUBJECT TO FIELD

ADJUSTMENTS DUE TO UNANTICIPATED SITE CONDITIONS. LOCATE ALL

MAINLINES, LATERALS, VALVES AND SPRINKLER HEADS WITHIN PLANTING

AREAS, UNLESS OTHERWISE NOTED. PLACE MAINLINE IN PLANTING AREAS

WHERE NO SLEEVES ARE SHOWN. AVOID ANY CONFLICT BETWEEN

UNDERGROUND UTILITIES, STRUCTURES AND PLANTINGS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING

UTILITIES. BURY PRESSURE MAINLINES 18" DEEP MINIMUM FOR

CONVENTIONAL WIRING; 24" DEEP MINIMUM FOR DECODER-BASED WIRING,

AND LATERAL LINES 12" DEEP MINIMUM.

2. CONTRACTOR SHALL INSTALL ALL IRRIGATION EQUIPMENT (IE. IRRIGATION

LINES, CONTROL WIRES, VALVES, HEADS, ETC.) PER SPECIFICATIONS.

EXISTING GATE VALVES, POINT OF CONNECTION, ETC. ARE DERIVED FROM

THE BEST AVAILABLE INFORMATION AND ON-SITE INSPECTION. THE

CONTRACTOR SHALL VERIFY THOSE POINTS OF CONNECTION NOTED AND

REPORT ANY DISCREPANCIES TO THE ENGINEER.

3. THE IRRIGATION SYSTEM WAS DESIGNED TO PERFORM WITH A STATIC

PRESSURE OF 60 PSI AND MINIMUM WATER FLOW OF 35 GPM AT THE POINT OF

CONNECTION (P.O.C.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING THESE REQUIREMENTS THROUGH ONSITE TESTING AND SHALL

REPORT THE FINDINGS TO THE (PROJECT OWNER OR REPRESENTATIVES,

PROJECT ENGINEER, AND/OR LANDSCAPE ARCHITECT) AT LEAST TEN (10)

DAYS PRIOR TO START OF CONSTRUCTION.

4. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND OBSERVE ALL

LOCAL CODES AND REGULATIONS. THE CONTRACTOR SHALL CONFIRM ALL

SITES DIMENSIONS AND CONDITIONS, AND REPORT ANY DISCREPANCIES TO

THE ENGINEER.

3. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES,

CONDUITS, MAINLINES AND LATERALS UNDER PAVEMENT AND THROUGH

WALLS. CONTRACTOR SHALL ENSURE THAT THESE ITEMS ARE LAID PRIOR TO

PLACEMENT OF PAVEMENT OR WALL STRUCTURES.

4. LOCATE AND INSTALL ALL SPRINKLER HEADS 6" FROM SIDEWALKS, CURBS,

DRIVEWAYS, BUILDING AND WALL UNLESS OTHERWISE NOTED. FLEX TUBING

SHALL BE INSTALLED ON ALL SPRINKLER HEAD ALONG SIDEWALKS,

DRIVEWAYS, AND PARKING SPACES. ADJUST ALL SPRINKLER HEADS AND

FLOW CONTROL FOR MAXIMUM COVERAGE AND MINIMUM OVERTHROW AND

MISTING. OPERATE ONLY ONE VALVE AT A TIME PER CONTROLLER, UNLESS

OTHERWISE NOTED.

5. WITHIN 30 DAYS AFTER AWARD OF THE CONTRACT, SUBMIT FOR THE

ENGINEER'S ACCEPTANCE SIX (6) COPIES OF DETAILED SCALED DRAWINGS

AND WIRING DIAGRAMS FOR PERMANENT AND TEMPORARY IRRIGATION

SYSTEMS. NOT PROPOSED DEVIATIONS FROM THE CONTRACT. INCLUDE

SAMPLES OF MATERIALS, IF REQUIRED BY CONTRACT.

6. PERFORM HYDROSTATIC TEST BY APPLYING CONTINUOUS STATIC PRESSURE

OF 60 PSI FOR ONE (1) HOUR. NOTIFY THE ENGINEER AT LEAST THREE (3)

DAYS IN ADVANCE OF TEST. REPAIR LEAKS THAT DEVELOP AND REPEAT TEST.

DO NOT BACKFILL UNTIL THERE IS NO FURTHER SIGN OF LEAKAGE.

7. PERFORM OPERABILITY TEST BY OPENING REMOTE CONTROL VALVE AND

TEST CIRCUITS FOR LEAKS AROUND BARBED AND THREADED PVC FITTINGS.

REPAIR LEAKS AND REPEAT TESTS. NOTIFY THE ENGINEER AT LEAST THREE

(3) DAYS IN ADVANCE OF TEST. DO NOT BACKFILL UNTIL THERE IS NO

FURTHER SIGN OF LEAKAGE.

8. PERFORM COVERAGE TEST. BEFORE PLANTING PERIOD, RUN AUTOMATIC

CONTROLLER THROUGH ALL IT'S CYCLES. CHECK WATERING FOR

COVERAGES AND UNIFORMITY IN COMPANY OF THE ENGINEER. RUN SYSTEM

UNTIL THERE ARE PUDDLES OR THERE IS SHEET FLOW TO DETERMINE INITIAL

IRRIGATION TIME AND NUMBER OF CYCLES PER WEEK NEEDED TO WATER

REQUIREMENTS OF PLANTS.

9. LOCATE VALVE BOXES SO THAT THE OUTER EDGES ARE NO CLOSER THAN

FIVE FEET TO ROADWAY PAVEMENT. GROUP VALVE BOXES AS FEASIBLE.

10. IF PLANS DO NOT SPECIFY DEPTH OF EXCAVATION, PROVIDE MINIMUM COVER

TO FINISH GRADE AS FOLLOWS:

a. 4 INCHES FOR DRIP IRRIGATION MAIN.

b. 18 INCHES FOR IRRIGATION MAIN WITH CONVENTIONAL WIRING; 24" FOR

IRRIGATION MAINLINE W/DECODER-BASED WIRING.

c. 10 INCHES FOR IRRIGATION LATERAL

d. 24 INCHES FOR SLEEVE OR CONDUIT UNDER LANDSCAPE PAVEMENT.

e. 36 INCHES FOR SLEEVE OR CONDUIT UNDER ROADWAY PAVEMENT.

f. FOR CONTROLLER WIRES AND CONDUITS IN UNPAVED AREAS, DEPTH

EQUAL TO THAT OF PRESSURE IRRIGATION PIPE.

11. AFTER INSTALLATION OF IRRIGATION, LANDSCAPE CONTRACTOR TO PROVIDE

MARK-UP INFORMATION OF ANY CHANGES MADE IN THE FIELD TO THE FINAL

DESIGN PLANS. PROVIDE THREE (3) REPRODUCIBLE COPIES DOCUMENTING

THESE 'AS-BUILT' CONDITIONS TO THE ENGINEER UPON COMPLETION OF

IRRIGATION INSTALLATION WORK OR THIRTY (30) DAYS BEFORE FINAL

INSPECTION, WHICHEVER IS SOONER.

*(CAN INCLUDE DOCUMENTATION OF TEST RESULTS, STATIC & WORKING

PRESSURE, GPM, ETC.)

IRRIGATION TRENCHING DETAIL

NOT TO SCALE

REMOTE CONTROL VALVE DETAIL

3" MIN.

NOT TO SCALE

'LQD�/DX

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&LYLO�(QJLQHHU

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 SHEETSJOB NO.: F14C728D

KE

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8D

ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

IRRIGATION DETAILS - 1

L-105 39 143

GATE VALVE

18" MIN.

NOT TO SCALE

3THRUST BLOCK

NOT TO SCALE

QUICK COUPLING VALVE

18"

2" MIN

NOT TO SCALE

4REDUCED PRESSURE BACKFLOW

NOT TO SCALE

2 6 PE-WIRE SPLICE

NOT TO SCALE

5 DBR6 & DBR Y-6 WIRE SPLICE DETAIL

NOT TO SCALE

4"

'LQD�/DX

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GLQD�X�ODX#KDZDLL�JRY

6WDWH�RI�+DZDLL

&LYLO�(QJLQHHU

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 SHEETSJOB NO.: F14C728D

KE

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8D

ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

IRRIGATION DETAILS - 2

L-106 40 143

WALL MOUNT CONTROLLER

NOT TO SCALE

60" SEE

CALLOUT #1

18"

NOT TO SCALE

TURF SRAY MARLEX ASSEMBLY

3"

12"

MINIMUM

BELOW

GRADE

2 SHRUB SPRAY 6" POPUP W/ MARLEX

12"

MINIMUM

BELOW

GRADE

3"

SET HEAD 1" ABOVE GRADE

1/4 3/4

1/8 1/2

WIRELESS RAIN SENSOR DETAIL4

'LQD�/DX

(�VLJQHG�����������������30�+67

GLQD�X�ODX#KDZDLL�JRY

6WDWH�RI�+DZDLL

&LYLO�(QJLQHHU

SYMBOL DESCRIPTION

Trex Header 1" x 6"

Smooth River Rock

4" Layer Topsoil

SYMBOL BOTANICAL / COMMON NAME

TREES

Aleurites moluccana / Kukui

Calophyllum inophyllum / True Kamani

Cordia subcordata / True Kou

SHRUBS

Cordyline fruticosa / Ti Plant

Dodonaea viscosa / Aalii

Hibiscus waimeae / Native White Hibiscus

SYMBOL BOTANICAL / COMMON NAME

GROUND COVERS

Cyperus javanicus / Ahu`awa

Nephrolepis exaltata hawaiiensis / Kupukupu Fern

Sida fallax `Papa` / `Ilima Papa

Vitex rotundifolia / Pohinahina

SOD/SEED

Zoysia japonica `El Toro` / `El Toro` Zoysia Grass

GRASS

Heteropogon contortus / Pili Grass

LOADING/UNLOADING ONLY

LOADING/UNLOADING ONLY

w

D

TBM

- 100

M

AG

Nail Set

Elev. = 10.39'

TBM

- 106

M

AG

Nail Set

Elev. = 19.29'

TBM

- 107

M

AG

Nail Fd.

Elev. = 19.18'

TBM

- 103

M

AG

Nail Fd.

Elev. = 16.84'

TBM

- 101

M

AG

Nail Set

Elev. = 8.12' s s

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 SHEETSJOB NO.: F14C728D

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8D

ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

LP-200

41 143

4010 20

FEET

EXISTING PAVILION PARTIAL PLANTING PLAN

SCALE: 1" = 20'-0"1

PLANTING LEGEND

REFERENCE NOTES LEGEND

NORTH

EXISTING PAVILION PARTIAL

PLANTNG PLAN

P U U H O N U A R O

A D

HIKIAU HEIAU

TMK: (3) 8-2-004: 010

TMK: (3) 8-2-004: 011

TMK: (3) 8-2-004: 012

NEW SHOWER

AREA

NEW GRILL PIT

EXISTING

CONCRETE

STEPS

EXISTING

PAVILION

NEW CONCRETE WALK

(SEE CIVIL DRAWINGS)

NEW PROPOSED

BOARDWALK

(SEE STRUCTURAL

AND CIVIL DRAWINGS)

EXISTING SWALE

EXISTING CONCRETE WALK

EXISTING GRAVEL WALK

EXISTING TREES TO REMAIN

AND BE PROTECTED

DURING CONSTRUCTION

(TYP SYM)

EXISTING GRASS AREA

TO BE SEEDED AND

REPAIRED AS NEEDED

PACIFIC

OCEAN

EXISTING TREES TO

REMAIN AND BE

PROTECTED DURING

CONSTRUCTION

(TYP SYM)

NEW CONCRETE WALK

(SEE CIVIL DRAWINGS)

SMOOTH RIVER ROCK

MAINTENANCE STRIP,

18" WIDTH (TYP SYM)

'LQD�/DX

(�VLJQHG�����������������30�+67

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SYMBOL BOTANICAL / COMMON NAME SIZE CONTAINER QTY REMARKS

TREES

Aleurites moluccana / Kukui 45 gal. 3" CAL. MIN. 3 Well branched, Full canopy

Calophyllum inophyllum / True Kamani 65 gal. 1

Cordia subcordata / True Kou 45 gal 3"Cal 2 Well branched

SHRUBS

Cordyline fruticosa / Ti Plant 1 gal 40 Various colored Ti Plant varieties to be selected by Owner & Landscape Architect.

Dodonaea viscosa / Aalii 3 gal EQ. SPACING 67 Full & Bushy

Hibiscus waimeae / Native White Hibiscus 3 gal. as shown 37 Full & Bushy

SYMBOL BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY REMARKS

GROUND COVERS

Cyperus javanicus / Ahu`awa 1 gal 12" o.c. 148 Triangular spacing

Nephrolepis exaltata hawaiiensis / Kupukupu Fern 6" pots 18" o.c. 874 Triangular Spacing

Sida fallax `Papa` / `Ilima Papa 6" pots 12" o.c. 1,038 full & bushy

Vitex rotundifolia / Pohinahina 6" pots 24" o.c. 555 Triangular Spacing

SOD/SEED

Zoysia japonica `El Toro` / `El Toro` Zoysia Grass Hydroseed 11,690 sf

GRASS

Heteropogon contortus / Pili Grass 6" pots 36" o.c. 49 Triangular Spacing

SYMBOL DESCRIPTION QTY

Trex Header 1" x 6" 540 LF

Smooth River Rock 100 SF

4" Layer Topsoil 213 CY

2" Layer Soil Amendment 17,290 SF

Filter Fabric 100 SF

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 SHEETSJOB NO.: F14C728D

KE

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8D

ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

EXISTING PAVILION PLANTING

SCHEDULES

LP-201

42 143

EXISTING PAVILION PLANTING SCHEDULE

EXISTING PAVILION

REFERENCE NOTES SCHEDULE

'LQD�/DX

(�VLJQHG�����������������30�+67

GLQD�X�ODX#KDZDLL�JRY

6WDWH�RI�+DZDLL

&LYLO�(QJLQHHU

SYMBOL DESCRIPTION

Trex Header 1" x 6"

Smooth River Rock

Root Barrier

SYMBOL BOTANICAL / COMMON NAME

TREES

Aleurites moluccana / Kukui

Calophyllum inophyllum / True Kamani

Fagraea berteriana / Pua Kenikeni

Thespesia populnea / Milo Tree

SHRUBS

Cordyline fruticosa / Ti Plant

Dodonaea viscosa / Aalii

Hibiscus tiliaceus `Dwarf` / Dwarf Hau

Hibiscus waimeae / Native White Hibiscus

SYMBOL BOTANICAL / COMMON NAME

SHRUB AREAS

Osteomeles anthyllidifolia / `Ulei

GROUND COVERS

Dianella sandwicensis / Uki Uki

Vitex rotundifolia / Pohinahina

Wikstroemia uva-ursi / Akia

SOD/SEED

Zoysia japonica `El Toro` / `El Toro` Zoysia Grass

GRASS

Heteropogon contortus / Pili Grass X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TBM

- 119

60D Nail Set

Elev. = 32.53'

TBM

- 124

M

AG

Nail Set

Elev. = 41.58'

TBM

- 119

60D Nail Set'

Elev. = 32.53'

S

S

FM

FM

(E)W

W

W

W

W

// 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 SHEETSJOB NO.: F14C728D

KE

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J O

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C

8D

ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

LK-202

43 143

4010 20

FEET

INTERPRETIVE SHELTER PARTIAL PLANTING PLAN

SCALE: 1" = 20'-0"1

PLANTING LEGEND

REFERENCE NOTES LEGEND

NORTH

INTERPRETIVE SHELTER PARTIAL

PLANTNG PLAN

TMK: (3) 8-2-004: 019

NEW PARKING LOT

(44 STALLS)

TMK: (3) 8-2-004: 001

PROPOSED

INTERPRETIVE

SHELTER

NEW PROPOSED BOARDWALK

(SEE STRUCTURAL AND CIVIL

DRAWINGS)

GASPAR

COFFEE

MILL SITE

EXISTING

CONCRETE PAD

PROPOSED 20' X 40'

EQUIPMENT STORAGE

N A P O O P O O R O A D

SMOOTH RIVER ROCK

MAINTENANCE STRIP,

18" WIDTH (TYP SYM)

NEW FENCE (TYP SYM)

(SEE CIVIL DRAWINGS)

ROOT BARRIER

(TYP SYM)

'LQD�/DX

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SYMBOL BOTANICAL / COMMON NAME SIZE CONTAINER QTY REMARKS

TREES

Aleurites moluccana / Kukui 45 gal. 2" Cal. Min. 7 Well branched, Full canopy

Calophyllum inophyllum / True Kamani 65 gal. 2" Cal. Min. 4

Fagraea berteriana / Pua Kenikeni 15 gal. 2" Cal. Min. 1 Well branched

Thespesia populnea / Milo Tree 25 gal. 2" Cal. Min. 5

SHRUBS

Cordyline fruticosa / Ti Plant 1 gal 34 Various colored Ti Plant varieties to be selected by Owner & Landscape Architect.

Dodonaea viscosa / Aalii 3 gal EQ. SPACING 47 Full & Bushy

Hibiscus tiliaceus `Dwarf` / Dwarf Hau 5 gal EQ. SPACING 77 Full & Bushy

Hibiscus waimeae / Native White Hibiscus 3 gal. as shown 26 Full & Bushy

SYMBOL BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY REMARKS

SHRUB AREAS

Osteomeles anthyllidifolia / `Ulei 1 gal 18" o.c. 732 Triangular Spacing

GROUND COVERS

Dianella sandwicensis / Uki Uki 6" pots 12" o.c. 421 Triangular spacing

Vitex rotundifolia / Pohinahina 6" pots 24" o.c. 1,530 Triangular Spacing

Wikstroemia uva-ursi / Akia 6" pots 12" o.c. 1,616 Triangular spacing

SOD/SEED

Zoysia japonica `El Toro` / `El Toro` Zoysia Grass Hydroseed 19,375 sf

GRASS

Heteropogon contortus / Pili Grass 6" pots 36" o.c. 183 Triangular Spacing

SYMBOL DESCRIPTION QTY

Trex Header 1" x 6" 940 LF

Smooth River Rock 60 SF

Root Barrier 130 LF

4" Layer Topsoil 375 CY

2" Layer Soil Amendment 30,370 SF

Filter Fabric 60 SF

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 SHEETSJOB NO.: F14C728D

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ENGINEERING DIVISION

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APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

LK-203

44 143

INTERPREVTIVE SHELTER PLANTING SCHEDULE

INTERPRETIVE SHELTER

REFERENCE NOTES SCHEDULE

INTERPRETIVE SHELTER PLANTING

SCHEDULES

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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 SHEETSJOB NO.: F14C728D

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ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

PLANTING NOTES

L-204 45 143

PLANTING NOTES

1. LANDSCAPE CONTRACTOR SHALL FIELD VERIFY ALL PLANT QUANTITIES AND DIMENSIONS PRIOR TO INSTALLATION.

QUANTITIES SHOWN ON PLANT LIST AND MATERIAL SCHEDULES ARE FOR REFERENCE ONLY, VERIFY ACTUAL QUANTITIES AS SHOWN ON PLAN. IF THERE IS A DISCREPANCY, THE PLANTING PLAN SHALL TAKE PRECEDENCE.

2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES.

3. PRIOR TO TREE AND SHRUB HOLE EXCAVATION, ALL PLANTING LOCATIONS SHALL BE STAKED OUT BY CONTRACTOR FOR APPROVAL BY LANDSCAPE ARCHITECT. DO NOT PLANT UNTIL GROUND HAS BEEN PREPARED AND FREE OF STONES GREATER THAN 1/2", DIA., SITE IS NEAT, ORDERLY, AND THE LANDSCAPE ARCHITECT

ACCEPTS SITE FOR PLANTING.

4. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANT LOCATIONS OR INSUFFICIENT PLANT

QUANTITIES DUE TO DIFFERENCE IN PLANS AND ACTUAL FIELD CONDITIONS.

5. NOTIFY LANDSCAPE ARCHITECT 30 DAYS PRIOR TO PLANTING OPERATIONS FOR APPROVAL OF ALL PLANT MATERIAL AT PLACE OF GROWTH. ALL PLANT MATERIAL NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE SUBJECT TO REJECTION. THE LANDSCAPE ARCHITECT WILL INSPECT PLANTS AT THE PLACE OF GROWTH AND AFTER THE DELIVERY TO THE PROJECT. EACH TREE SHALL BE TAGGED BY THE LANDSCAPE ARCHITECT. TREES

DELIVERED TO THE PROJECT WITHOUT LANDSCAPE ARCHITECT'S TAG WILL BE REJECTED.

6. PLANTS SHALL MEET SIZE INDICATED BY MINIMUM HEIGHT AND SPREAD. PLANTS SHALL BE STRAIGHT AND UNIFORMLY SHAPED, UNLESS UNIQUE OR SPECIAL CHARACTERISTICS ARE SPECIFIED, AND SHALL BE UNDAMAGED, SOUND, HEALTHY, VIGOROUS AND FREE OF DISEASE AND INSECT INFESTATION. PLANTS NOT CONFORMING TO THESE REQUIREMENTS ON DELIVERY TO THE PROJECT AND AT THE END OF THE PLANT

ESTABLISHMENT PERIOD WILL BE REJECTED.

7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE COMPLETE REMOVAL AND DAMAGES RESULTING FROM PLANTING ANY PLANT SPECIES LISTED ON THE HAWAII DEPARTMENT OF AGRICULTURE 'NOXIOUS WEED RULES' AS DEFINED IN THE STATUTE, HAWAII ADMINISTRATIVE RULES 4:68:1 OR THE 'FEDERAL NOXIOUS WEED LIST' AS

DEFINED IN TITLE 7 OF THE CODE OF FEDERAL REGULATIONS (CFR), PARTS 360 AND 361.

8. ALL TREE WORK MUST ADHERE TO AMERICAN NATIONAL STANDARD INSTITUTE (OR ANSI) - A300 TREE CARE STANDARDS AND ANSI-Z133 SAFETY STANDARDS FOR TREE WORK. WORK SHALL BE CONTRACTED TO ARBORISTS THAT HAS BEEN CERTIFIED IN GOOD STANDINGS AS AN ISA CERTIFIED ARBORIST FOR AT LEAST 5 YEARS TO ASSURE THAT TREE WORK IS PERFORMED PROPERLY AND TREES ARE NOT DAMAGED BY PRACTICES SUCH AS TOPPING, FLUSH CUTS, OVER-THINNING, OR CLIMBING WITH SPIKES. CONTRACTOR SHALL SUBMIT A COPY OF THE ISA ARBORIST CERTIFICATION OF GOOD STANDING OF 5 YEARS TO THE LANDSCAPE ARCHITECT A MINIMUM OF 7

DAYS PRIOR TO TREE PRUNING.

9. FOR THE DURATION OF CONSTRUCTION WITHIN THE DRIP LINE OF TREES TO REMAIN THERE MUST BE: NO CHANGES, ALTERATIONS OR DISTURBANCE TO THE GRADE BY ADDING FILL, EXCAVATING OR SCRAPING EXCEPT AS NOTED ON PLANS; NO STORAGE OF CONSTRUCTION MATERIAL OR EQUIPMENT; NO STOCKPILING OF ANY CONSTRUCTION MATERIAL OR ANY EXCAVATED MATERIAL NO DISPOSAL OF ANY LIQUIDS (E.G. CONCRETE SLEUTH, GAS, OIL, PAINT); NO VEHICULAR TRAFFIC, EQUIPMENT OR EXCESSIVE PEDESTRIAN TRAFFIC NO ATTACHMENT OF ANY WIRES, ROPES, LIGHTS, OR ANY OTHER SUCH ATTACHMENT OTHER THAN THOSE OF PROTECTIVE NATURE TO ANY TREE TO BE PRESERVED; AND NO CLEANING OF EQUIPMENT OR MATERIAL UNDER THE CANOPY OF ANY TREE

OR GROUP OF TREES TO REMAIN.

10. PROTECTIVE FENCE SHALL BE ERECTED AROUND TREES IDENTIFIED ON PLAN OR TREES WITH TRUNK DIAMETER GREATER THAN 24 INCHES AS MEASURED AT HEIGHT OF 4 1/2 FEET. PROTECTIVE FENCE SHALL BE 4 FEET HIGH ORANGE PLASTIC MESH OR APPROVED EQUIVALENT SUPPORTED ON STEEL T-POST A MINIMUM OF 6 FEET LONG.

PROTECTIVE FENCE SHALL SURROUND TREE AT MINIMUM OF 20 FEET FROM OUTSIDE EDGE OF TREE TRUNK WITH

STEEL T-POST AT A MINIMUM OF 5 FEET ON CENTER.

11. IF TREES OTHER THAN THOSE SPECIFICALLY DESIGNATED FOR REMOVAL ARE DAMAGED BEYOND SURVIVAL CONDITIONS AS DETERMINED BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL REMOVE SUCH TREES AND REPLACE THE TREE WITH A SAME SPECIES AND SIZE AND MAINTAIN FOR THE DURATION OF CONSTRUCTION

OR 12 MONTHS WHICHEVER IS GREATER AT NO COST TO THE OWNER.

12. PROVIDE AN EVEN LAYER OF PLANTING SOIL OVER ALL PLANTING AREAS. REFER TO THE SPECIFICATIONS FOR TOPSOIL MIXTURE DEPTH. REPRESENTATIVE SAMPLES OF SOIL FROM PROJECT SITE SHALL BE SUBMITTED TO A LABORATORY ACCEPTABLE TO THE LANDSCAPE ARCHITECT FOR ANALYSIS OF REQUIRED SOIL AMENDMENTS.

TEST RESULTS AND FERTILIZATION SCHEDULE SHALL BE PRESENTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND ACCEPTANCE BEFORE PLACING PLANTING SOIL. UNIFORMLY DISTRIBUTE FERTILIZER AND AMENDMENTS OVER PLANTING AREAS AS RECOMMENDED BY THE SOIL ANALYSIS REPORT. ROTOTILL TOP LAYER

OF SOIL TO EVENLY INCORPORATE FERTILIZER AND AMENDMENTS.

13. GUY WIRES, FLAGGING, STAKES, WINDBREAKERS, ETC. SHALL BE MAINTAINED AND REPLACED IF NECESSARY BY THE CONTRACTOR UNTIL THE TREE OR SHRUB IS ABLE TO STAND BY ITSELF. THE CONTRACTOR SHALL REMOVE

AND DISPOSE AT THE END OF PLANT ESTABLISHMENT PERIOD.

14. AFTER INSTALLATION OF PLANTING & IRRIGATION, LANDSCAPE CONTRACTOR TO PROVIDE MARK-UP INFORMATION

OF ANY CHANGES MADE IN THE FIELD TO THE FINAL AS-BUILT PLANS.

15. ANY ALTERATION/ADJUSTMENT TO THESE PLANS AFTER CONSTRUCTION IS COMPLETE SHALL BE CONSIDERED FIELD-POSTED AS-BUILT PLANS. INFORMATION ADDED AS FIELD-POSTED AS-BUILT PLANS ARE NOT DRAFTED AS

PART OF THE DESIGNED CONSTRUCTION DOCUMENTS AND MUST BE VERIFIED IN THE FIELD.

SPECIAL NOTE - COQUI FROG

(ELEUTHERODACTYLUS COQUI AND/OR

ELUTHERODACTYLUS PLANROSTRIS:

1. PRIOR TO TRANSPORT TO THE PROJECT, INSPECT, TAKE PRECAUTIONS, AND CERTIFY THAT PLANT

MATERIALS, EQUIPMENT AND VEHICLES ARE FREE OF COQUI FROGS AND/OR THIER EGGS.

2. IN THE EVENT OF THE PRESENCE OF COQUI FROGS AND/OR THEIR EGGS, THEY SHALL BE COMPLETELY

DESTROYED AND REMOVED AND THE PLANT MATERIAL, EQUIPMENT, OR VEHICLE TREATED AS

RECOMMENDED BY THE STATE AND RE-INSPECTED.

3. REPORT PRESENCE OF COQUI FROGS OR EGGS TO THE HAWAII DEPT. OF AGRICULTURE PEST HOTLINE AT

(808) 643-PEST (7378), OR THE MAUI INVASIVE SPECIES COMMITEE (MISC) PH. (808) 573-6472 OR EMAIL:

MISCPR@HAWAII.EDU

LITTLE FIRE ANT PREVENTION PROGRAM

1. LANDSCAPE CONTRACTOR WILL NOTIFY LANDSCAPE ARCHITECT OF RECORD AND THE OWNER'S

REPRESENTATIVE PRIOR TO DELIVERY OF ANY PLANT MATERIALS TO THE PROJECT.

2. LANDSCAPE CONTRACTOR WILL SUBMIT A PLAN TO THE LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE FOR APPROVAL TO PREVENT IMPORTATION OF LITTLE FIRE ANT (LFA) ONTO THE PROPERTY, I.E. PROVIDE QUARANTINE OR A HOLDING AREA FOR 6 WEEKS BEFORE PLANT DELIVERY TO

PROJECT SITE.

3. LANDSCAPE CONTRACTOR WILL BUY PLANTS OR PLANTING MATERIALS ONLY FROM FIRE ANT-FREE

NURSERIES AND SUPPLIERS.

4. LANDSCAPE CONTRACTOR WILL TEST FOR LFA AND IDENTIFY THE SPECIES CORRECTLY. CONSULT

WEBSITE: WWW.LITTLEFIREANTS.COM FOR TESTING METHODS AND SPECIES IDENTIFICATION.

5. LANDSCAPE CONTRACTOR WILL BAIT AND ALLOW AT LEAST 2 WEEKS FOR THE BAIT TO BE CARRIED BACK TO THE COLONY FOR ALL PLANTS AND NURSERY MATERIALS AT THE SUPPLYING NURSERIES REGARDLESS

OF THE FIRE ANT-FREE CLAIM.

6. LANDSCAPE CONTRACTOR WILL APPLY A BARRIER TREATMENT, FOLLOWING THE BAITING, TO ALL NURSERY MATERIALS AT THE SUPPLYING NURSERIES REGARDLESS OF THE FIRE ANT-FREE CLAIM.

7. LANDSCAPE CONTRACTOR WILL DRENCH ALL SOILS OR LOOSE NURSERY MATERIALS WITH THE PROPER

MIXTURE OF SEVIN PER GALLON OF WATER INDICATED BY THE MANUFACTURER AND FOLLOW

MANUFACTURER'S SAFETY PRECAUTIONS.

1. NEW TREES AND PLANT MATERIALS SHOULD BE TESTED FOR LITTLE FIRE ANT (LFA), COCONUT RHINOCEROS

BEETLE (CRB), AND OTHER INVASIVE SPECIES DURING A 12 TO 24-HR QUARANTINE PERIOD.

2. PLANS INDICATING NEW PALMS MUST ADHERE TO THE FOLLOWING:

-CRB HOST MATERIALS SUCH AS COMPOST, WOOD OR TREE CHIPS, OR MULCH SHOULD NOT BE USED.

-ALL PALM PLANTINGS MUST COMPLY WITH THE PROCEDURES IN THE DEPARTMENT OF AGRICULTURE'S

RULES RESTRICTING THE MOVEMENT OF CRB HOST MATERIAL.

-AN INVASIVE SPECIES MANAGEMENT PLAN MUST BE PROVIDED TO THE INSTALLER/CONTRACTOR AND COMMUNITY ASSOCIATION, HOMEOWNER, OR LOT OWNER RESPONSIBLE FOR MAINTENANCE OF THE AREA WHERE CRB HOST MATERIALS, INCLUDING PALMS, ARE PROPOSED. THE PLAN MUST IMPLEMENT BEST PRACTICES INCLUDING REGULAR ONGOING TREATMENT AND INSPECTION OF THE PALMS OR HOST

MATERIALS.

3. PALMS DAMAGED OR KILLED BY CRB MUST BE REPLACED WITH AN APPROPRIATE SPECIES NOT SUSCEPTIBLE TO

CRB.

INVASIVE SPECIES MANAGEMENT AND PEST PREVENTION

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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 SHEETSJOB NO.: F14C728D

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APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

PLANTING DETAILS - 1

L-205 46 143

TREE PLANTING AND DOUBLE STAKING

NOT TO SCALE

2 X DIA.

OF ROOTBALL

NOTE:

TRUNK MUST BE PROTECTED FROM

ROPE SLING BURNS AND ABRASIONS

DURING MOVING. TREE SHALL BE

PLUMB. IF TREE IS LEANING AT THE

END OF THE PLANT ESTABLISHMENT

PERIOD, THE TREE SHALL BE

REJECTED.

PREVAILING WINDS

PUDDLE PRIOR TO

SETTING BOTTOM FILL

PRIOR TO SETTING TREE

6" SOIL BERM

TEN (10) SLOW

RELEASE PLANTING

TABLETS.

(21 GRAMS,

20-10-5)

BACKFILL MIXTURE:

REFER TO SPECS.

8" I.D. RUBBER HOSE

TO ENCASE GUY WIRE

FINISH GRADE

(2) - 2"x2"x8"-0"

REDWOOD STAKES.

DO NOT DRIVE

THROUGH ROOTBALL

AND DO NOT ALLOW

STAKE TO RUB

AGAINST TREE

NOTES:

1. SINGLE STEM SHRUBS SHALL BE PLUMB. IF SHURB IS LEANING AT

THE END OF THE PLANT ESTABLISHMENT PERIOD, IT SHALL BE

REPLACED AT THE CONTRACTOR'S EXPENSE.

2. IMMEDIATELY AFTER PLANTING, WATER HEAVILY TO ENSURE SOIL

SETTLES AROUND ROOTS.

2 x DIA.

OF ROOTBALL

FINISH GRADE

TWO (2) PLANTING

TABLETS (21 GRAMS,

20-10-5)

4" SOIL BERM.

TYP. SHRUB (AS SPECIFIED)

ROOT

BALL

TOP OF ROOT BALL TO

BE SET 1" ABOVE FINISH

GRADE SURFACE

4" DEEP WATER BASIN

2" LAYER WOOD CHIP

MULCH

4" LAYER COMPACTED

IMPORTED TOP SOIL

BACKFILL MIXTURE:

AMEND PER SOIL

TEST.

SCARIFY SIDES OF ROOT

BALL & LIGHTLY SPLIT

BOTTOM OF ROOT BALL

BOTTOM OF ROOTBALL

TO REST ON FIRMLY

COMPACTED OR

UNDISTURBED SOIL

SHRUB PLANTING

NOT TO SCALE2

NOTE:

IMMEDIATELY AFTER PLANTING, WATER HEAVILY TO

ENSURE SOIL SETTLES AROUND ROOTS.

2" LAYER SOIL

AMENDMENT

TOP OF ROOT BALL TO BE

SET 1" ABOVE SOIL

SURFACE

ROOT

BALL

TYP. GROUND COVER

(AS SPECIFIED)

FINISH GRADE

2 x DIA.

OF

ROOTBALL

BACKFILL MIXTURE:

AMEND PER SOIL

TEST. BOTTOM OF ROOTBALL TO

REST ON FIRMLY

COMPACTED OR

UNDISTURBED SOIL

SCARIFY SIDES OF

ROOTBALL & LIGHTLY

SPLIT BOTTOM

GROUND COVER PLANTING

NOT TO SCALE

TRIANGULAR SPACING

NOT TO SCALE

NOTE:

1. S = SPACING, (REFER TO PLANT LIST FOR SPACING)

2. USE SPACING LAYOUT FOR SHRUBS, GROUNDCOVERS, AND ANNUALS

PLANT

LOCATION

S

1/2 S

S

S

1/2 S

S

EDGE OF PAVEMENT OR WALL

MAINTENANCE STRIP

PUDDLE AND SETTLE

BOTTOM. FILL PRIOR

TO SETTING PALM

6" SOIL BERM

FINISH GRADE

TEN (10) SLOW

RELEASE PLANTING

TABLETS. (21 GRAMS, 20-10-5)

BACKFILL MIXTURE:

REFER TO SPECS

2 X DIA.

OF ROOTBALL

NOTE:

TRUNK MUST BE PROTECTED FROM ROPE SLING BURNS AND ABRASIONS

DURING MOVING. TREE SHALL BE PLUMB. IF TREE IS LEANING AT THE END

OF THE PLANT ESTABLISHMENT PERIOD, THE TREE SHALL BE REJECTED.

PALM PLANTING (MULTI-TRUNK)

NOT TO SCALE

ROOT

BALL

7 HYDRO-SEED/SPRIG DETAIL

NOT TO SCALE3

TREX HEADER:

OR APPROVED EQUAL.

FINISH GRADE

NOTE:

REFER TO MANUFACTURER'S SPECIFICATIONS

FOR INSTALLATION INSTRUCTIONS.

TREX HEADER DETAIL

NOT TO SCALE

LAWN SHRUBS

TREX HEADER

SMOOTH RIVER ROCK

BELTON INDUSTRIES STYLE 307 FABRIC

COMPACTED SUB-GRADE

OR APPROVED EQUAL

BUILDING WALL

PLANTING AREA

FINISH GRADE

UNLESS OTHERWISE NOTED

OR ROCKWORK

VARIES

SEE PLANS

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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 SHEETSJOB NO.: F14C728D

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ENGINEERING DIVISION

CS

CS

BW

APRIL 28, 2026

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION AS

STIPULATED IN CHAPTER 16-115 OF

THE HAWAII ADMINISTRATIVE RULES.

EXP. DATE: 04/30/2028

PLANTING DETAILS - 2

L-206 47 143

NOTES:

1. PLACE TOP EDGE OF PLASTIC ROOT BARRIER AT FINISH GRADE AND SECURE

WITH MANUFACTURER PROVIDED PINS.

2. SEAMS SHALL HAVE MINIMUM 3" OVERLAP. REFER TO MANUFACTURER

INSTRUCTIONS FOR BONDING THE SEAM.

3. DO NOT ALLOW GAPS IN BARRIER DURING INSTALLATION OR BACKFILLING.

4. FOR BIO-BARRIER TYPE ROOT BARRIERS: NODULES TO FACE TREE. PLASTIC

ROOT BARRIER SHOULD NOT BE LEFT EXPOSED TO SURFACE WATER OR

SUNLIGHT FOR MORE THAN 12 HOURS SINCE HIGH TEMPERATURES AND

SUNLIGHT REDUCE EFFECTIVE LIFE OF PRODUCT. REFER TO PRODUCT LABEL

AND MSDS SHEET FOR SAFETY INFORMATION.

5. REFER TO PLANTING FOR TREE LOCATIONS.

2'-0" MIN.

3"

TOP OF ROOT

BARRIER MUST

BE AT GRADE,

TYP.

ASPHALT PAVING

10'-0"

10'-0"

PLAN

ROOT BARRIER

EDGE OF

PAVEMENT

TREE WITHIN

5-FEET OF

PAVEMENT OR

UTILITY

3'-0"

CL

3" MIN.

UNDERGROUND

UTILITY

3'-0"

ROOT BARRIER

NOT TO SCALE

ELEVATION

ROOT

BALL

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REVISION

NO. SYM. DESCRIPTION SHT./OF DATE APPROVED

STATE OF HAWAII

DEPARTMENT OF LAND AND NATURAL RESOURCES

ENGINEERING DIVISION

ENGINEERING PARTNERS, INC

DESIGNED:

DRAWN:

CHECKED:

APPROVED:

SUBMITTED:

DATE:

SCALE: AS NOTED

CHIEF ENGINEER: DATE:

DRAWING NO.

SHEET NO. OF SHEETS

B R

I A N F. FUN

A

SIGNATURE

Exp. 04/30/28

I

THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION,

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

LICENSED

PROFESSIONAL

ARCHITECT

HAWA I I , U. . .

S A

M E O

P ro je c ts

P ro je c ts

K e a la ke ku a

B a y H is to ri c a l P a rk

Im p r\ R vt

D

LN

R

N a p o 'o p o 'o

In te rp re ti ve

S h e lt e r.

rv t

KEALAKEKUA BAY STATE HISTORICAL

PARK IMPROVEMENTS

A-001

JOB NO.: F14C728D

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GENERAL NOTES

48 143

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

ALL EXISTING CONDITIONS, LOCATIONS OF WORK TO BE DONE,

DIMENSIONS AT THE JOB SITE SHALL BE FIELD VERIFIED. THE

ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ALL DISCREPANCIES &/OR

CONDITIONS THAT WILL AFFECT THE WORK BEFOREPROCEEDING.

COMPLY WITH ALL APPLICABLE CODES, RULES, AND REGULATIONS.

ALL WORK NEW UNLESS OTHERWISE NOTED.

EACH TRADE SHALL BE RESPONSIBLE FOR ANY LOSS OR DAMAGE TO

THE FACILITIES (EXISTING OR NEW) & SHALL MAKE GOOD ANY LOSS,

DAMAGE OR INJURY WITHOUT COST TO THE OWNER.

REPORT ANY UNFORESEEN CONDITIONS INCLUDING BUT NOT LIMITED TO

UNDERGROUND OR OVERHEAD UTILITIES, DAMAGE TO EXISTING

UTILITIES, WALLS, SITE ELEMENTS, ETC. TO ARCHITECT/ENGINEER

BEFORE COMMENCING WITH WORK.

KEEP PREMISES FREE OF ACCUMULATION OF TRASH AND DEBRIS. KEEP

AREAS ADJACENT TO THE WORK CLEAR AT ALL TIMES. THE

CONTRACTOR SHALL CLEAN ALL WORK & ADJACENT AREAS & REMOVE

DEBRIS DAILY FOR NORMAL OPERATIONS.

REPAIR ANY LANDSCAPING, INCLUDING BUT NOT LIMITED TO RE-

GRASSING OF EXCAVATED OR DAMAGED AREAS, REPLACEMENT OF

SHRUBS, TREES, ETC., & REPAIR/REPLACEMENT OF WALKWAYS

DAMAGED UPON ACCESSING THE SITE. REPLANT OR RESTORE ANY

DAMAGED PLANTING TO PRIOR EXISTING CONDITION.

CONFINE ALL OPERATIONS TO AREAS SPECIFICALLY REQUIRED FOR THE

WORK & IN COORDINATION WITH THE OWNER. CARE SHALL BE TAKEN TO

MINIMIZE DISTURBANCE OR DISRUPTION TO OCCUPANTS IN ADJACENT

BUILDINGS AT ALL TIMES. SAFETY/NOISE BARRIERS SHALL BE ERECTED

AS INDICATED OR DIRECTED BY THE OWNER TO MINIMIZE IMPACT OF

NOISE PRODUCED BY CONSTRUCTION. CONTRACTOR STAGING/PARKING

AREA SHALL BE…