Bid Drawings-WCCC New Access Road Bid Drawings.pdf

O‘AHU

INDEX OF DRAWINGS

PROJECT SITE:

WO39 WCCC NEW ACCESS ROAD

ADDRESS:

42-477 KALANIANA‘OLE HIGHWAY

KAILUA, HAWAI‘I, 96734

TMK: (1) 4-2-003: 004

PROJECT

LOCATION

REVISION

NO SYM DESCRIPTION

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

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AD

\S he ets

\04 _P er mi t D ra wi ng s\0

T itle

S he et_ b+ k.d wg

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

42-477 KALANIANAʻOLE HIGHWAY

KAILUA, HAWAI‘I, 96734

TAX MAP KEY (TMK): (1) 4-2-003: 004

FOR THE

DEPARTMENT OF CORRECTIONS AND REHABILITATION

STATE OF HAWAIʻI

HAWAI‘I

KAHOOLAWE

LĀNA‘I

NI‘IHAU

KAUA‘I

O‘AHU

MOLOKA‘I

MAUI

PROJECT LOCATION

DCR JOB NO: DCR 24-WCCC-0016

KALANIANAʻOLE HIGHWAY (STATE)

TITLE SHEET

BARBERS

POINT

IROQUOIS

POINT

‘EWAMAKAKILO

NĀNĀKULI

MĀ‘ILI

WAI‘ANAE

MĀKAHA

KA‘ENA

POINT

WAIPAHU

MILILANI TOWN WAIPI‘O ACRES

WAIALUA

SCHOFIELD

BARRACKS

HALE‘IWA

WHITMORE

VILLAGE

PEARL CITY

‘AIEA

HE‘EIA

KAILUA

MŌKAPU

KAHALU‘U

WAIMĀNALO

HONOLULU

DIAMOND

HEAD

MAKAPU‘U

POINT

KA‘A‘AWA

HAU‘ULA

LĀ‘IE

KAHUKU

KAHUKU POINT

LOCATION MAP

NOT TO SCALE

HAWAIIAN ISLAND MAP

NOT TO SCALE

NORTH

VICINITY MAP

NOT TO SCALE

NORTH

TITLE SHEET

PLOT PLAN

CONSTRUCTION NOTES - 2 AND LEGEND

DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN (CATEGORY 1B)

EROSION AND SEDIMENT CONTROL DETAILS

SITE, GRADING AND DRAINAGE PLAN

PROFILE - DRIVEWAY ACCESS ROAD "A"

DWG NO. DESCRIPTION

MISCELLANEOUS DETAILS - 2

TRAFFIC CONTROL PLAN - 1

GENERAL

EROSION AND SEDIMENT CONTROL NOTES

C01

C03

C05

C06

C07

C08

C09

C12

C13

NORTH

UL

UP

II S

T

UL

UP

II S

T

ULULANI ST

ULUKOU ST

ULUKANU ST

ULUHALA STULUEO ST

ULUHAKU ST

ULUMALU ST

MISCELLANEOUS DETAILS - 1C11

HIGHWAYS ADMINISTRATOR DATE

STATE DEPARTMENT OF TRANSPORTATION (APPROVAL GRANTED FOR

WORK WITHIN STATE RIGHT-OF-WAY ONLY, ID NO. __________________

LETTER OF APPROVAL NO. HWY-CM ______________________

DATED __________________________)

CONSTRUCTION NOTES - 1 AND ABBREVIATIONSC02

ULUMAWAO ST

ULUMU ST

ULUOA STULUPUNI ST

KAILU

A ROAD

APPROVED BY:

CONSTRUCTION NOTES - 3C04

TYPICAL SECTION - DRIVEWAY ACCESS ROAD "A"C10

REVISION

NO SYM DESCRIPTION

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

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8.0 0_

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9 W

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C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

P lot

P lan

_b +k

.dw g

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

PLOT PLAN

C01

SITE LOCATION:

WO39 WCCC NEW ACCESS ROAD

ADDRESS:

42-477 KALANIANA‘OLE HIGHWAY

KAILUA, HAWAI‘I, 96734

TMK: (1) 4-2-003:004

0' 400'200' 600'

1" = 200'-0"

NORTH

SCALE: 1" = 200'

PLOT PLAN

KALANIANAʻOLE HIGHWAY (STATE)

626.94 283°04'04"

5°05' 220.00

23°52'28" 155.48

100°44'56" R=342.34

POHAKUPU

BOOSTER

STATION 626.94 283°04'04"

EXIST

BOOSTER

STATION

281°30'R=478.00

24°15'

210.99 EASEMENT A

ROAD PURPOSES

(C.S.F. 21125)

294.25 101°30'

9.3

4°

611.74 269°52'45"

346°46'5" 7.83

12°20'22" 86.33

76°46'5" R=100.00

272°20'5" R=294.00

20°7'22" 179.63

2°20'5" 184.17

272°25' 40.38

182°25' 185.09

207°26'40" 211.53

R=250.00

322°28'20" R=100.00

272°25' 242.46

193°53'45" 155.38

284°51'5" 249.23

286°51'5" 165.00 16°51'5" 59.36 254.55

272°25'

7.0

2°

5.7

5°

27°0'

250.00326.50 333°25'

695.03 331°56'20"

110°37'30" 323.42

42°9'41" 15.00222

°09 '41

R=11

.16

131°59'10" 71.58

137°22'23" 110.97

239°1'21" R=275.00

125°44' 248.81

°01

'35

R=1

4.1

1028.24 127°28'10"

214°54'45" 5.00

4°5

4'4 6"

R=

9.1

124°9'43" 302.05

3°2

4'4 0"

R=

9.4

547.48 122°2'59"

33°24'42" 9.67

195°31' 140.00

EXIST KAALA

COTTAGE

EXIST

EDUCATION

PORTABLES 1 & 2

EXIST AHIKI

DORMITORY

EXIST

MAUNAWILI

COTTAGE

EXIST

HOOKIPA

COTTAGE

EXIST OLOMANA

COTTAGE

STATE OF HAWAII

(DEPARTMENT OF SOCIAL SERVICES)

EXECUTIVE ORDER NO. 1278

HAWAII YOUTH CORRECTIONAL FACILITY

TMK: (1) 4-2-003-004

EASEMENT FOR WATERLINE AND DRAINAGE PURPOSES

(30 FT WIDE) (C.S.F. 21126)

EASEMENT FOR

ACCESS ROAD PURPOSES

(44 FT WIDE) (C.S.F. 21126)

TUNNEL, DITCH AND PIPELINE

RIGHT OF WAY

(20 FT WIDE) (C.S.F. 3855)

EXIST

WAREHOUSE

PERPETUAL NON-EXCLUSIVE EASEMENT

FOR WATER PIPELINE PURPOSES

(C.S.F.17252, 17253)

PERPETUAL NON-EXCLUSIVE EASEMENT

FOR POWER LINE PURPOSES

(C.S.F.17832)

EASEMENT FOR

DRAINAGE PURPOSES

(2001/SUB-76)

TUNNEL, DITCH AND PIPELINE

RIGHT OF WAY

(20 FT WIDE) (C.S.F. 3855)

CENTERLINE PERPETUAL

NON-EXCLUSIVE

EASEMEMENT FOR

ELECTRIC POWER LINE

(25 FT WIDE)

EASEMEMENT FOR

ELECTRIC POWER LINE

(10 FT WIDE)

EXIST

MISCELLANEOUS

STRUCTURES

LOT A-1

121.056 ACRES

LOT 9-B

TMK: (1) 4-2-003: 027

CITY AND COUNTY OF HONOLULU

EXIST

TANK

POHAKUPU RESERVOIR SITE

(C.S.F.21126)

TMK: (1) 4-2-003: 008

EXIST

TANK

LOT 9-B

TMK: (1) 4-2-003: 031

(DOC. NO. 2001-125460)

252°26'40" 68.31

EASEMENT 2

FOR WATERLINE PURPOSES

STATE OF HAWAII

(DEPARTMENT OF SOCIAL SERVICES)

EXECUTIVE ORDER NO. 1278

HAWAII YOUTH CORRECTIONAL FACILITY

TMK: (1) 4-2-003-004

EASEMENT A FOR

ACCESS AND UTILITY PURPOSES

(2001/SUB-76)

NON-EXCLUSIVE

ROADWAY EASEMENT

EXIST

TANK

ULUMANU DRIVE

UL

UP

II S

T

KAILU

A

ROAD

KALANIANAʻOLE HIGHWAY (STATE)

UL

UP

II S

T

ULU

PUNI S

T

ULUPUNI ST

ULULANI ST

ULUMALU ST

CONSTRUCTION NOTES: CONSTRUCTION NOTES (CONT):

GRADING NOTES:

ʻ

ʻ

GRADING NOTES (CONT):

UTILITY/POTHOLE NOTES:

DISCREPANCIES:

REVISION

NO SYM DESCRIPTION

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

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C

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9 W

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AD

\S he ets

\04 _P er mi t D ra wi ng s\C

C on str uc tio n N ote s -an d A bb re via tio ns

_b +k

.dw g

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

MONUMENT NOTES:

CONSTRUCTION NOTES - 1

AND ABBREVIATIONS

C02

ABBREVIATIONS

GRADING NOTES (CONT):

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

LE

:T :\W

CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

C0

No tes

2_ b+ k.d wg

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

ʻ

ʻ

NOTES FOR CONSTRUCTION WITHIN STATE

RIGHT-OF-WAY (CONT):

NOTES FOR CONSTRUCTION WITHIN STATE

RIGHT-OF-WAY:

NATIONAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM (NPDES) REQUIREMENTS FOR PERMIT

PROJECTS WITHIN STATE HIGHWAY RIGHT-OF-WAY:

CONSTRUCTION NOTES - 2 AND LEGEND

C03

NOTES FOR CONSTRUCTION WITHIN STATE

RIGHT-OF-WAY (CONT):

LEGEND

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

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CC

C

DC

R

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8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

E ro sio n C on tro l a nd

B

MP

N ote s f or

W or k W ith in St ate R

OW

_b

+k .dw g

DA

TE

:S ep tem be r 1

7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

EROSION CONTROL AND BMP NOTES FOR

WORK WITHIN STATE RIGHT-OF-WAY:

EROSION CONTROL AND BMP NOTES FOR WORK

WITHIN STATE RIGHT-OF-WAY

C04

EROSION CONTROL AND BMP NOTES FOR WORK

WITHIN STATE RIGHT-OF-WAY (CONT):

EROSION CONTROL AND BMP NOTES FOR WORK

WITHIN STATE RIGHT-OF-WAY (CONT):

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

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CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

C0

No tes

2_ b+ k.d wg

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

EROSION AND SEDIMENT CONTROL NOTES

C05

EROSION PREVENTION/SEDIMENT CONTROL NOTES: GOOD HOUSEKEEPING BMPS:

GOOD HOUSEKEEPING BMPS (CONT):

EROSION AND SEDIMENT CONTROL PLAN SCHEDULE

AND RAIN RESPONSE PLAN

LIMITS OF GRADING/DISTURBED

AREA

MI

N

30'

MIN

EXIST

BWS BOOSTER

STATION

26' 2'

MIN.

15' 2'

MIN.

KALANIANA'OLE HIGHWAY (STATE)

TO WAIMANALO

2'

TO KAILUA ROAD

PROPERTY

LINE

EXIST ELEC BOX

TO REMAIN

EXIST UP/GW

TO REMAIN

TEMPORARY STABILIZED

CONSTRUCTION ENTRANCE/EXIT

SEE DETAIL

PROPERTY

LINE

ROW LINE

ROW LINE

INSTALL PERIMETER CONTROL

TEMPORARY FILTER SOCK

SEE DETAIL

INSTALL PERIMETER CONTROL

TEMPORARY FILTER SOCKS

SEE DET

EXIST WMH

TO REMAIN AND

PROTECT-IN-PLACE

EXIST UTILITY POLE W/

GUY WIRE

TO BE RELOCATED

(BY OTHERS)

REMOVE 16± SF OF AC

REMOVE 87± SF

OF AC

REMOVE PORTION OF

EXIST CHAIN-LINK FENCE

L=55± LF

INSTALL FILTER SOCKS ON EXIST

GRASS SWALE SPACED @ 25' O.C.

AS CHECK DAMS

EXIST TREE

TO REMAIN

LIMITS OF

GRADING/DISTURBED

AREA

CL NEW ACCESS ROAD

INSTALL FILTER SOCKS ON EXIST

GRASS SWALE SPACED @ 25'-0" O.C.

AS CHECK DAMS

STA 0+00

BEGIN NEW ACCESS ROAD

STA 2+08.55±

END NEW ACCESS ROAD

LIMITS OF

GRADING/DISTURBED

AREA

PROTECTION FOR NEW INFILTRATION TRENCH

TEMPORARY FILTER SOCKS

SEE DET

REVISION

NO SYM DESCRIPTION

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

LE

:T :\W

CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

D em oli tio n a nd

E ro sio n a nd S ed im en t C on tro l P lan

_b +k

.dw g

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License0' 40'20' 60'10'

1" = 20'-0"

NORTH

DEMOLITION AND EROSION AND SEDIMENT

CONTROL PLAN (CATEGORY 1B)

DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN (CATEGORY 1B) C06

LEGEND:

x159.57

CONSTRUCTION BMPS AT DEVELOPMENT

STAGES:

NOTES:

WAHIAWĀ

HALE‘IWA

WAIALUA

WAI‘ANAE MOUNTAIN

RANGE

WAI‘ANAE

‘EWA

WAIPAHU

PEARL CITY

ʻAIEA

KĀNE‘OHE

HONOLULU

WAIMĀNALO

KAILUA

KAHALU‘U

KO‘OLAU

M

O

UNTAIN

RANG

E

LĀ‘IE

KAHUKU

MILILANI

TOWN

PROJECT SITE

RECEIVING WATER:

CLASSIFICATION: CLASS A

MARINE

DISCHARGE POINT:

KAILUA BAY, PACIFIC OCEAN

21.3976°N 157.7258°W

PROPERTY LINE

LIMITS OF GRADING/DISTURBED AREA

EXIST GROUND ELEVATION

EXIST GROUND ELEVATION

EXIST GROUND CONTOUR

FINISH GRADE CONTOUR

TEMPORARY FILTER SOCK

SILT FENCE

TEMPORARY STABILIZED CONSTRUCTION AREA

DIRECTION OF RUNOFF FLOW

1. GEOTEXTILE FILTER FABRIC MUST BE INSTALLED BENEATH

THE 12" DEEP LAYER OF AGGREGATE.

' M

IN

50' MIN

12" THICK, 3" TO 6" COARSE AGGREGATE

EX

IS

T

PA

VE

D

RO

AD

W

AY

NOTE:

R=20' (MIN)

EXCAVATE TO CONFORM TO PAVEMENT ELEV

GEOTEXTILE FILTER FABRIC

GEOTEXTILE FILTER

FABRIC

COMPACTED SOIL

ORIGINAL GROUND

30' MIN1'

TYP TAPER EDGES

AT 1:1CROSS SLOPE

3% OR FLATTER

12" THICK, 3" TO 6" COARSE AGGREGATE

1' MI

N

REVISION

NO SYM DESCRIPTION

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

LE

:T :\W

CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

E ro sio n a nd S ed im en t C on tro l D eta ils _b

+k .dw g

DA

TE

:S ep tem be r 1

7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

EROSION AND SEDIMENT CONTROL DETAILS

C07

2 TEMPORARY FILTER SOCK DETAILS

LIMITS OF

GRADING

FILTER SOCK

FI

LT

ER

S

OC

K

FILTER SOCK

FILTER SOCK

OVERLAPSECTION

PLAN

6" MIN

OVERLAP

PROTECTED AREA WORK SIDE

SURFACE

RUNOFF

SURFACE

RUNOFF

SURFACE

RUNOFF

PR

OT

EC

TE

D

AR

EA

W

OR

K

SI

DE

PROTECTED AREA WORK SIDE

SANDBAG

MIN LENGTH=18"

MIN WIDTH=12"

MIN THICKNESS=3"

PLACE EVERY 6' TYP.

SANDBAG TO

SECURE EACH END

SANDBAG

MIN LENGTH=18"

MIN WIDTH=12"

MIN THICKNESS=3"

PLACE EVERY 6' TYP.

1 STABILIZED CONSTRUCTION ENTRANCE/EXIT DETAILS

PLAN

SECTION

NOTES:

1. REMOVE ACCUMULATED SEDIMENT WHEN DEPTH REACHES 1/3 THE

BARRIER HEIGHT.

2. AT COMPLETION OF PROJECT, FILTER SOCKS MATERIAL, INCLUDING

THE COMPOST, SHALL BE REMOVED FROM SITE AND DISPOSED OF

PROPERLY.

STA 2+07.55

LIMIT OF NEW ACCESS ROAD

MATCH EXIST PAV'T ELEV

PROVIDE SMOOTH RIDING CONN

STA 2+17.43

END NEW ACCESS ROAD

(EDGE EXIST PAV'T)

TEMP BENCHMARK:

STA CP-10

"Y CUT"

ELEV=157.37

16'

1°

' 2

4"

.91 (S

TA

0+

T

O

PC

BEGIN INTERCOM DUCTLINE

PROVIDE STUBOUT MARKER

SEE DETAILS

158.0101

STA O+00

REFERENCE POINT

NEW DRIVEWAY ACCESS ROAD "A"

10'

8' 8'

PT STA 0+90.09

R=100'

PC STA 0+62.91

PT STA 0+98.43

R=42'

PT STA 0+71.91

R=42'

STA 0+41.28±

BEGIN NEW ACCESS ROAD

SAWCUT LINE

MATCH EXIST PAV'T ELEV

PROVIDE SMOOTH RIDING CONN

LIMIT OF DISTURBED AREA

SEE DET SHT

5°

' 0

0"

7.3

(P T T

O

EN

D) 8'

PROPERTY

LINE

PROPERTY

LINE

STA 0+54.37± (o/s 1.93' RT)

EXIST UTILITY POLE W/

GUY WIRE

TO BE RELOCATED

(BY OTHERS)

STA 0+54.05± (o/s 43.93' RT)

PROPOSED LOCATION OF

EXIST UTILITY POLE W/ GUY WIRE

TO BE RELOCATED (BY HECO PRIOR

TO THE START OF CONSTRUCTION)

ROW LINE

EXIST UP/GUY WIRE

TO REMAIN

EXIST ELECT BOX

TO REMAIN

ROW LINE

CH

3°

'12

.10

TIE 121° 02' 44" 364.14

(STA CP-10 "Y CUT" TO STA 0+00)

TIE 328° 54' 40" 454.54

(END TO STA CP-10 "Y CUT")

EXIST AC PAVT

TO REMAIN

(BWS ACCESS ROAD)

STA 1+96.73 (o/s 7.57 Rt)

ADJUST WMH TOP ELEV

TO NEW GRADE

NEW ACCESS ROAD "A"

NEW 3.5" THK AC PAV'T

NEW 6" THK AGGREGATE BASE COURSE

SEE DET

NEW INTERCOM DUCTLINE

2'

EXIST AC PAV'T , GATE & SIGN

TO REMAIN

(BWS ACCESS ROAD)

EXIST WV

TO REMAIN (PROTECT IN

PLACE)

EXIST TREE TO REMAIN

SEE CONSTRUCTION NOTES

KALANIANA'OLE HIGHWAY (STATE)

TO WAIMANALO

TO KAILUA ROAD

6:00 AM TO

8:30 AM

R3-1 36"x36"

EXIST

S1-1 36"x36"

EXIST

EXIST

R3-4 36"x36"

KALANIANA'OLE HIGHWAY (STATE)

CL NEW ACCESS ROAD "A"

SEE PROFILE SHT

159.19±

E/TP

159.38±

E/TP

159.56±

E/TP

159.45±

E/TP

159.36

SWALE

INV159.83

TP/TB

159.99

TP

159.41±

SAWCUT

LINE

CL & EOP CURVE DATA

A B C

R

T

CH

Lc

15° 34' 22''

7° 47' 11''

13.67

27.10

27.18

73° 45' 40''

36° 52' 50''

31.51

50.41

54.07

104° 48' 36''

36° 52' 50''

A

B

C

54.54

66.55

76.83 159.69

TP

160.10

TP

160.10TP

9.

14 TP

8.

TP

159.37

TP

159.67

TP

159.86

TP

159.98

TP

9.7

TP

9.

TP

9.

TP

9.

TP

9.3

0 TP

160.28TP

160.05

TP

9.

TP

9.8

TP

1+

2+

9.08' 8'

STA 1+65 (o/s 17.08' Rt)

END INFILTRATION TRENCH

SEE DET SHT

TOP = 157.40

INV = 150.40

STA 1+20 (o/s 17.08' Rt)

BEGIN INFILTRATION TRENCH

SEE DET SHT C11 AND CONSTRUCTION NOTES

TOP = 157.40

INV = 150.40

8.7

TP

8.7

TP

9.5

TP

9.1

TP

8.6

TP

7.7

SW

AL

E

IN

V

8.3

SW

AL

E

IN

V

LIMITS OF GRADING & DISTURBED AREA

SEE CONSTRUCTION NOTE 1

LIMITS OF GRADING &

DISTURBED AREA

8.8

7± E/

TP

8.7

5± E/

TP

8.6

4± E/

TP

2%

2%

2% 2%

2%

2%

2% 2%

END INTERCOM DUCTLINE

PROVIDE STUBOUT MARKER SEE DETAILS

NEW DOUBLE SWING

CHAIN LINK FENCE GATE SEE DETAIL

NEW CHAIN LINK FENCE (62 LF)

SEE DPW STD DET R-18 &

DET SHT

NEW CHAIN LINK FENCE (39-LF)

SEE DPW STD DET R-18 & DET SHT

X X

X X

X

X X

X X

X

158.65 TP1+75.97 (LP)

/4 /4

NEW GRASS SWALE

SLOPED @ S=1.0%

SEE SECTION SHT C10 AND CONSTRUCTION NOTES

NEW GRASS SWALE

SLOPED @ S=1.0%

SEE DET SHT C08A

2'

3'

INFILTRATION TRENCH

OVERFLOW TO EXISTING SWALE

EXIST

BWS BOOSTER

STATION

PROTECT INTERCOM (BY OTHERS) WITH

STEEL BOLLARD SEE DETAIL

REVISION

NO SYM DESCRIPTION

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

LE

:T :\W

CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

S ite

, G ra din g &

D ra ina ge

P lan

_b +k

_F

IN

AL

.dw g

DA

TE

:S ep tem be r 1

7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License0' 40'20' 60'10'

1" = 20'-0"

NORTH

SITE, GRADING AND DRAINAGE PLAN

SITE, GRADING AND DRAINAGE PLAN C08

LEGEND

AC PAVT

EXIST SPOT GRADE

EXIST TOPO MAJOR

FINISH SPOT GRADE

TOPO MAJOR

TOPO MINOR

GRASS SWALE CENTERLINE

LIMITS OF GRADING & DISTURBED AREA

DRAINAGE MANAGEMENT AREA

DELINEATION

PROPERTY LINE

EASEMENT BOUNDARY

SAWCUT LINE

EDGE OF PAVT

INFILTRATION TRENCH

0.0

FG

EARTHWORK SUMMARY:

(CATEGORY 1B)

EXCAVATION = 190 CY

EMBANKMENT = 25 CY

GRADED & DISTURBED AREA = 0.19 ACS

FOR GRADING PERMIT ONLY

CONSTRUCTION NOTES:

1. ALL DISTURBED LANDSCAPE AREAS SHALL BE PERMANENTLY

STABILIZED USING GRASS COVER. THE FOLLOWING METHODS ARE

ACCEPTABLE:

A. HYDROMULCH

B. PLANTING OF GRASS SPRIGS

2. PRUNE EXISTING BRANCHES TO CLEAR PROPOSED TRAFFIC. THE

EXPECTED MAXIMUM VEHICLE HEIGHT IS 13'-6". TREE PRUNING SHALL

BE CONDUCTED BY PERSONNEL QUALIFIED IN ARBORICULTURAL WORK

AND OVERSEEN BY A QUALIFIED ARBORIST.

3. CONSTRUCTION ACTIVITIES WILL OCCUR WITHIN THE DRIPLINE OF THE

TREE. CONTRACTOR SHALL CONSULT A QUALIFIED ARBORIST ON

POSSIBLE IMPACTS TO THE TREE. ANY PRUNING OF THE ROOT SYSTEM

SHALL BE CONDUCTED BY PERSONNEL QUALIFIED IN ARBORICULTURAL

WORK AND OVERSEEN BY A QUALIFIED ARBORIST.

ST

A

0+

R

EF

ER

EN

C E

PT

. A

C C

ES

S

R O

AD

"A

159.19± E/TP

ST

A

0+

.8 9±

EX

IS

T W

H

IT

E

LI

N E

159.38± E/TP

ST

A

0+

.8 7±

EX

IS

T W

H

IT

E

LI

N E

159.56± E/TP

ST

A

0+

.9 0±

EX

IS

T W

H

IT

E

LI

N E

159.45± E/TP

ST

A

0+

.0 3±

159.36 SWALE INV

159.83 T

P

159.40 T

P

ST

A

0+

.2 1±

ST

A

0+

.7 9±

160.28 T

P

ST

A

0+

.8

G R

AD

E

BR

EA

K

12.89±

TURNING

LEFT

LANE

11.98±

WESTBOUND

LANE

12.03±

WESTBOUND

LANE

S=1.49±% S=(-)0.91±%

STA 0+41.28±

SAWCUT LINE

BEGIN NEW ACCESS ROAD "A"

MATCH EXIST PAV'T ELEV

PROVIDE SMOOTH RIDING CONN

S=8.24% S=5.58%

KALANIANA'OLE HIGHWAY (STATE) NEW ACCESS ROAD "A" (WCCC)

ROW LINE

EXIST PAV'T

TO REMAIN

BEGIN NEW PAV'T

ST

A

0+

.2 8±

5-FT

ROUNDING

ST

A

1+

ST

A

1+

80' VC

LOW PT STA = 1+75.97

LOW PT ELEV = 158.65

S=(-)1.99%

S=0.42% S=(-)0.21%

ST

A

2+

.4 3±

EN

D

N

EW

A C

C

ES

S R

O

AD

"A

158.73± E/PAV'T

ST

A

2+

.5 5±

158.75± E/PAV'T

EXIST AC PAV'T

TO REMAIN

(BWS ACCESS ROAD)

EXIST GROUND ALONG

CL ACCESS ROAD "A"

FIN GRADE ALONG

CL ACCESS ROAD "A"

BVC

159.30 T

P

EVC

158.68 T

P

ST

A

1+

PIVC

158.51 T

P

REVISION

NO SYM DESCRIPTION

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

LE

:T :\W

CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

-C

A Pr ofi le an d T yp ica l S ec tio ns

_b +k

_F

IN

AL

_0

6.d wg

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

PROFILE - DRIVEWAY ACCESS ROAD "A"

PROFILE - DRIVEWAY ACCESS ROAD "A"

0' 40'20' 60'10'

1" = 20'-0"

0' 8'4' 12'2'

1" = 4'-0"

C09

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

LE

:T :\W

CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

-C

A Pr ofi le an d T yp ica l S ec tio ns

_b +k

_F

IN

AL

_0

6.d wg

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

TYPICAL SECTION - DWY ACCESS ROAD "A"

TYPICAL SECTIONS - DRIVEWAY ACCESS ROAD "A"

C10

0' 40'20' 60'10'

1" = 20'-0"

0' 8'4' 12'2'

1" = 4'-0"

(STA 0+41.28± TO STA 0+60.89)

TYPICAL SECTION - DWY ACCESS ROAD "A"

(STA 0+60.89 TO STA 0+83)

TYPICAL SECTION - DWY ACCESS ROAD "A"

(STA 0+83 TO STA 1+20)

TYPICAL SECTION - DWY ACCESS ROAD "A"

(STA 1+20 TO STA 1+65)

TYPICAL SECTION - DWY ACCESS ROAD "A"

(STA 1+65 TO STA 2+00)

TYPICAL SECTION - DWY ACCESS ROAD "A"

(STA 2+00 TO STA 2+07.55±)

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

LE

:T :\W

CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

M isc ell an eo us

D eta ils

1_ b+ k.d wg

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

2'- 0"

2'- 6" 3"

3"

9"

DIA

9"

DIA

4'- 0"

10'-0"

MAX

2" M

AX

TO

G

RA

DE2'-

0" 3"

9"

DIA

FIRST

LINE POST SLOPE, CORNER, END OR PULL POST FIRST

LINE POST

TWISTED AND BARBED

SELVAGE

NOTES:

4'- 0"

3'- 0"

3"

12"

DIA

ASPHALT PAVEMENT SECTION (WCCC)1

EXIST AC PAVEMENT NEW AC PAVEMENT

AC PAVEMENT CONNECTION DETAIL (STATE)2

TYPICAL DOUBLE SWING GATE4

TYPICAL CHAIN-LINK FENCE 3

12"

MISCELLANEOUS DETAILS - 1

C11

1. POSTS, BRACES, AND GATE FRAMES SHALL BE SCHEDULE 40 (STANDARD

WEIGHT) PIPE. SIZES SPECIFIED ARE OUTSIDE DIAMETER.

2. ALL FENCING MATERIAL INCLUDING GATE HARDWARE SHALL BE GALVANIZED

STEEL.

3. TOP RAIL COUPLINGS SHALL BE LOCATED WITHIN 6" OF LINE POST.

4. TOP OF CONCRETE FOOTING SHALL BE CROWNED TO SHED WATER.

5. CORNER FITTINGS FOR GATE FRAMES MAY BE USED IN LIEU OF WELDING.

20'-0" MIN

NOTE:

PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE, THE

EXPOSED SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF

6 INCHES, MOISTURE CONDITIONED TO ABOUT 2 PERCENT ABOVE THE

OPTIMUM MOISTURE CONTENT, AND COMPACTED TO A MINIMUM 95

PERCENT COMPACTION AS DETERMINED BY ASTM D1557.

LC INFILTRATION

TRENCH

LIMITS OF GRADING

& DISTURBED AREA

INV

TOP 3

1 12"ØFILTERSOCK

12"Ø

FILTER

SOCK

6" MA

X

S=2% S=2%

H= 7'-

0" (M

AX

W= 5'-0" (MAX)WIDTH VARIES

SEE GRADING PLAN

2'-0"

INFILTRATION TRENCH DETAIL5

KNUCKLED SELVAGE

3/8" Ø ROD WITH

TURNBUCKLE

POST CAP

TOP RAIL 1 3/8" OD PIPE

(1.68 LB/FT)

RAIL END

1/4" X 3/4" STRETCHER

BAR WITH STRETCHER BAR

BAND @ 14" OC MAX

1 7/8" OD PIPE

(2.72 LB/FT)

1/2" CONC CROWN

(TROWEL FIN)

7 GAGE GALV TENSION

WIRE WITH GALV STEEL

WIRE TIES @ 24" OC

CONC FOOTING - CLASS "B" CONC,

NEAT EXCAVATION

1/4" X 3/4" STRETCHER BAR

WITH STRETCHER BAR BAND

AT 14" OC MAX

3/8" Ø TRUSS ROD

WITH TURNBUCKLE

EMBED 1" Ø PIPE

SLEEVE IN 6" X 6" X 6"

CONCRETE ANCHOR

14 GA GALV STEEL WIRE

TIES @ 16" OC

POST CAP

RAIL END

2" MESH, 11 GAGE

CHAIN-LINK FABRIC

14 GA GALV STEEL WIRE

TIES @ 16" OC

1 7/8" OD PIPE GATE FRAME

AND BRACE (2.72 LB/FT)

2" MESH, 11 GAGE

CHAIN-LINK FABRIC

1" X 1/4" GATE STOP

TOP AND BOTTOM

2 1/2" AC PAVEMENT

3/8" Ø TRUSS ROD

WITH TURNBUCKLE

4" OD PIPE (9.11 LB/FT) FOR

GATES OVER 12' 3 1/2" OD

PIPE (7.58 LB/FT) FOR GATES

12' OR LESS

FITTINGS AS SHOWN

ON END POST DETAIL

PRIME COAT

NEW 3.5" THICK AC PAVEMENT

NEW 6" THICK AGGREGATE BASE COURSE TO

BE COMPACTED TO 95% (MIN.) RELATIVE

COMPACTION AS DETERMINED BY ASTM D1557

COMPACTED SUBGRADE

(SEE NOTE)

EXIST AGGREGATE SUBBASE

COURSE MATERIAL TO REMAIN

EXIST AC PAV'T

TO REMAIN

SA

W

CU

T

LIN

EMATCH EXIST PAV'T ELEV

PROVIDE SMOOTH RIDING CONN

APPLY TACK COAT TO EDGE OF

EXIST PAV'T

SLOPE

PER PLAN

FLOW

DIRECTION

CL

CONC FOOTING - CLASS "B" CONC,

NEAT EXCAVATION

EXIST

EDGE OF PAV'T

SLOPE

PER PLAN

EXIST BASE COURSE

TO REMAIN

NEW 3.5" THK AC PAV'T OR

MATCH EXIST PAV'T THICKNESS

WHICHEVER IS GREATER

NEW 6" THK. BASE COURSE OR

MATCH EXIST THICKNESS

WHICHEVER IS GREATER

PRIME COAT

TOP BACKFILL FILTER LAYER

FILTER FABRIC

(TOP AND SIDES TO

RESTRICT MOVEMENT OF

SOIL INTO THE TRENCH)

TRENCH ROCK

SAND FILTER LAYER

OBSERVATION WELL

(4" PERFORATED

PVC PIPE)

#3 FINE-CRUSHED

ROCK

1- 18" LENGTH, 1/2" DIA

REBAR ANCHOR

REMOVABLE WELL

CAP WITH LOCK

(4" DIA CAST IRON

SCREW TOP LID)

PROVIDE TEMP SANDBAGS

+ FILTER SOCK

MIN LENGTH =18"

MIN WIDTH =12"

MIN THICKNESS=3"

PLACE EVERY 6' TYP

FOR SEDIMENT CONTROL (TYP)

TO BE REMOVED AFTER

PERMANENT STABILIZATION

IS IN PLACE FIN GRADE

EXIST GROUND

NEW 6" THK AGGREGATE

BASE COURSE

(CBR - 85 MINIMUM)

NEW 3-1/2" THK AC

PAVEMENT CITY

MIX IV, (TYP)

INSTALL ROOT CONTROL BARRIER IN THE

VICINITY OF ANY PRUNED ROOTS

NOTES:

1. INSTALLATION OF THE INFILTRATION TRENCH MAY OCCUR WITHIN

THE DRIPLINE OF THE TREE. CONTRACTOR SHALL CONSULT A

QUALIFIED ARBORIST ON POSSIBLE IMPACTS TO THE TREE.

2. ANY PRUNING OF THE ROOT SYSTEM SHALL BE CONDUCTED BY

PERSONNEL QUALIFIED IN ARBORICULTURAL WORK AND OVERSEEN

BY A QUALIFIED ARBORIST.

3. INSTALL ROOT CONTROL BARRIERS FOR ANY PRUNED ROOTS IN THE

VICINITY OF THE INFILTRATION TRENCH.

4" DIA STEEL PIPE

FILLED WITH CONCRETE

CROWN CONCRETE

TO SHED WATER

CONCRETE FOOTING

15"

MIN

3'- 0"

M

IN

3'- 0"

M

IN

FINISHED GRADE

REVISION

NO SYM DESCRIPTION

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

LE

:T :\W

CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

M isc ell an eo us

D eta ils

2_ b+ k.d wg

DA

TE

:S ep tem be r 1 7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

MISCELLANEOUS DETAILS - 2

C12

CONCRETE MARKER

CENTERED ABOVE

STUBBED & CAPPED

RACEWAY

1"

SECTION ISOMETRIC

IC = INTERCOM

CONCRETE IN ONE

GALLON CAN.

REMOVE CAN PRIOR TO

INSTALLATION

ENGRAVE OR CAST IN 2"

HIGH LETTER IN CONCRETE

CONCRETE MARKER DETAIL1

NOTES:

1. BACKFILL MATERIAL TYPE "A"

BLACK OR BEACH SAND, EARTH AND GRAVEL MIXTURE. IF

EARTH AND GRAVEL MIXTURE, ROCK SIZE SHALL BE 1 INCH

OR SMALLER AND SHALL NOT CONTAIN MORE THAN 50%

ROCK PARTICLES BY VOLUME. THIS FILL SHALL BE USED

OVER CONCRETE ENCASED DUCTS IN ACCORDANCE WITH

DRAWINGS.

2. ALL DUCTS SHALL BE PVC SCHEDULE 40.

3. PROVIDE DETECTABLE DUCT WARNING TAPE 12" BELOW

FINISH GRADE OR PAVEMENT DIRECTLY ABOVE DUCTS.

4. PROVIDE A MINIMUM OF 4" TOPSOIL AND GRASS TO

RESTORE THE NON-PAVED AREA. GRASS SHALL BE FULLY

ESTABLISHED AT COMPLETION OF PROJECT.

DUCT SECTION DETAIL2

CONDITION AT

FINISH GRADE

WARNING TAPE

3" CONC JACKET

ALL AROUND, MIN

2,500 PSI IN 28 DAYS 1-1/2" CONDUIT (EMPTY)

(FOR INTERCOM LINE BY OTHERS)

1'- 0"

1'- 6"

M

IN

IM

UM

COMPACTED

BACKFILL TYPE "A"

STUBBED & CAPPED

RACEWAY WITH 128 LF

NYLON PULL LINE

6 1/2"

7 1 /2"

BOLLARD DETAIL3

90'

WORK AREA

55'

BUFFER

TAPER

LENGTH

250' 250'

SHOULDER

WORK

250 FT

CW21-5(250)-A

48"x48"

MPH

CW13-1(25)-A

24"x24"

1000'

SHOULDER

WORK

500 FT

CW21-5(500)-A

48"x48"

MPH

CW13-1(25)-A

24"x24"

ROAD

WORK

AHEAD

CW20-1AD

48"x48"

MPH

CW13-1(25)-A

24"x24"

100'

M

IN

ROAD

WORK

AHEAD

KALANIANAʻOLE HIGHWAY

CW20-1

36"x36"

W/ SUPPLEMENTAL

PLATE

100'

ROAD

WORK

AHEAD

KALANIANAʻOLE HIGHWAY

CW20-1

36"x36"

W/ SUPPLEMENTAL

PLATE

ROAD

WORK

AHEAD

KALANIANAʻOLE HIGHWAY

CW20-1

36"x36"

W/ SUPPLEMENTAL

PLATE

KALANIANAʻOLE HIGHWAY (STATE)

UL

UP

II S

TR

EE

T

(C

IT

Y)

UL

UP

II S

TR

EE

T (

CI

TY

KALANIANAʻOLE HIGHWAY (STATE)

ULUMALU STREET

ULUMAWAO STREET

ULULANI STREET

TO WAIMANALO

TO KAILUA ROAD

0'

ROAD

WORK

AHEAD

KALANIANAʻOLE HIGHWAY

CW20-1

36"x36"

W/ SUPPLEMENTAL

PLATE

0'

ROAD

WORK

AHEAD

KALANIANAʻOLE HIGHWAY

CW20-1

36"x36"

W/ SUPPLEMENTAL

PLATE

CONES SPACED

@ 10' O.C.

CONES SPACED

@ 20' O.C.

50'

MIN

500'

END

ROAD WORK

CG20-2A

48"x24"

6:00 AM TO

8:30 AM

R3-1 36"x36"

EXIST

S1-1 36"x36"

EXIST

EXIST

R3-4 36"x36"

ST

A

0+

(P C

O R

P T

PL

R

AD

IU

S)

ST

A

0+

1.

5' exist ep

SOLID

WHITE LINE

ST

A

1+

ST

A

2+

ST

A

0+

REVISION

NO SYM DESCRIPTION

SHT.____

OF______

APPROVED:DATE

DEPT. OF CORRECTIONS AND REHABILITATION

ADMINISTRATIVE SERVICE OFFICE

STATE OF HAWAIʻI

DCR JOB NO.

DATE

DRAWING NO.

SHEET

.................................................... OF...........................SHTS.

DESIGN BY:

DRAWN BY: APPROVED BY:

CHECKED BY:

FILE........................DRAWER........................FOLDER

AS NOTED

HC/MNL

DCR 24-WCCC-0016

SEPTEMBER 2026 14

FI

LE

:T :\W

CC

C

DC

R

Pr oje cts \21

A7

8.0 0_

W O3

9 W

CC

C Ac ce ss

R oa d\0 3G ra ph ics \C

AD

\S he ets

\04 _P er mi t D ra wi ng s\C

T ra ffic C on tro l P lan

, N ote s a nd

D eta ils _b

+k .dw g

DA

TE

:S ep tem be r 1

7, 26 BOWERS + KUBOTA CONSULTING

WOMEN'S COMMUNITY CORRECTIONAL CENTER

WO39 WCCC NEW ACCESS ROAD

KAILUA OAHU

TMK: (1) 4-2-003:004

42-477 KALANIANAʻOLE HIGHWAY, KAILUA, HAWAIʻI 96734

B+K PROJ. NO.: .....................21A7438.00

HAWAIʻI

HC/CP

HRP

HRP

SCALE:

THE WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION

AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY

OBSERVATION. ("OBSERVATION OF CONSTRUCTION" SHALL BE

DEFINED IN CHAPTER 115, HAWAII ADMINISTRATIVE RULES FOR

PROFESSIONAL ARCHITECTS, ENGINEERS, SURVEYORS AND

LANDSCAPE ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

04/30/2028 Signature Expiration Date of the License

GENERAL NOTES FOR TRAFFIC CONTROL PLAN:

1. THE PERMITTEE SHALL MAKE MINOR ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS, BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS.

2. CONES OR DELINEATORS SHALL BE EXTENDED TO POINT WHERE THEY ARE VISIBLE TO APPROACHING

TRAFFIC.

3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN OR DEVICE FARTHEST FROM THE WORK AREA IS PLACED FIRST. THE OTHERS SHALL THEN BE PLACED PROGRESSIVELY TOWARD THE

WORK AREA.

4. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE IN CONFLICT WITH THE

TRAFFIC CONTROL PLANS SHALL BE REMOVED OR COVERED.

5. FLAGGERS AND/OR POLICE OFFICERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION

AT ALL TIMES.

6. WHEN REQUIRED BY THE ISSUING OFFICE, THE PERMITTEE SHALL INSTALL A FLASHING ARROW SIGNAL AS

SHOWN ON THE TRAFFIC CONTROL PLANS.

7. ALL TRAFFIC LANES SHALL BE A MINIMUM OF 10 FEET WIDE.

8. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVERED WHENEVER THE

MESSAGE IS NOT APPLICABLE OR NOT IN USE.

9. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL BE APPROPRIATELY COVERED TO PRECLUDE THE DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGES ON BOTH

FACES).

10. LANE CLOSURE SHALL BE LIMITED ONLY TO THE EXTENT OF ACCOMPLISHING EACH DAY'S WORK. AS SOON AS EACH DAY'S WORK IS COMPLETED, THE PERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE REVERSE ORDER OF INSTALLATION. EXISTING FADED OR OBLITERATED PAVEMENT MARKINGS THAT ARE NECESSARY FOR SAFE TRAFFIC FLOW IN THE CONSTRUCTION AREA SHALL BE REPLACED WITH TEMPORARY OR PERMANENT MARKINGS BEFORE OPENING THE ROADWAY TO PUBLIC TRAFFIC EACH DAY.

11. PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS SHALL BE REPLACED UPON COMPLETION OF

EACH PHASE OF WORK.

12. CONES AND DELINEATORS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 20 FEET APART. A MINIMUM OF

SIX CHANNELIZING DEVICES SHALL BE USED FOR EACH TAPER LENGTH.

13. DRIVEWAYS SHALL BE KEPT OPEN UNLESS THE OWNERS OF THE PROPERTY USING THE DRIVEWAY ARE OTHERWISE PROVIDED FOR SATISFACTORILY. FURTHER, THE PERMITTEE SHALL CONTROL TRAFFIC

GOING INTO AND OUT OF DRIVEWAYS.

14. BUFFER AND TAPER AREA ON APPROACH TO ANY WORK AREA SHALL BE KEPT CLEAR OF VEHICLES AND

EQUIPMENT.

15. A HIGH LEVEL WARNING DEVICE (FLAG TREE) SHALL BE INSTALLED ON APPROACH TO ALL WORK AREAS.

16. "NO PARKING" SIGNS SHALL BE POSTED WITHIN ANY WORK AREA AND FOR THE BUFFER AND TAPER

AREAS APPROACHING THE WORK AREA.

17. WHERE AN ACCESSIBLE PEDESTRIAN ROUTE IS CLOSED OR BLOCKED DURING CONSTRUCTION, CONTRACTOR TO PROVIDE TEMPORARY, ACCESSIBLE PEDESTRIAN ROUTE.

18. TRAFFIC CONTROL PLANS ARE APPROVED FOR WORK ON ANY CITY STREET AREA ONLY BETWEEN THE

HOURS OF 08:30 A.M. AND 03:30 P.M. (MONDAY-FRIDAY).

GENERAL NOTES FOR TRAFFIC CONTROL PLAN (CONT):

TRAFFIC CONTROL PLAN - 1

C13

POSTED SPEED LIMIT:

KALANIANA'OLE HIGHWAY (STATE) = 25 MPH

ULUPII STREET (CITY) = 25 MPH

LEGEND:

DIRECTION OF TRAFFIC

PROPERTY LINE

CONE OR DELINEATOR

SIGN

POLICE OFFICER

WORK AREA

0' 120'60' 180'

1" = 60'-0"

NORTH

(NEW ACCESS DRIVEWAY, PAVEMENT CONNECTION, AND RE-STRIPING WORK)

TRAFFIC CONTROL PLAN - 1

SCALE: 1" = 60'