3of15-B155_Civil_RTA_30Sep2015.pdf

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B of Engineers

US Army Corps

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project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

of Engineers

US Army Corps

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IDENTIFICATION

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ANSI D 22 x 34

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HONOLULU DISTRICT

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IN

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SS S

PERMIT EXTENSION FROM DPW TRAFFIC ENGINEER, DEAN MIYAMOTO, (808)656-3026.

WRITING A MINIMUM TWO (2) WEEKS PRIOR TO THE PERMIT EXPIRATION DATE TO SEEK A

TO UNFORESEEN WORK, ADVERSE WEATHER, ETC., THE CONSTRACTOR SHALL SUBMIT IN

IN THE EVENT THE REQUESTED LANE/ROAD CLOSURE NEEDS TO BE EXTENDED DUE 8.

CONSTRUCTION AREAS.

AWAY FROM THE CONSTRUCTION SITE AND ALLOW FOR LOCAL TRAFFIC SERVICE INTO THE

ROAD/LANE CLOSURE SIGNS TO PROPERLY ADVISE AND REROUTE THE INCOMING TRAFFIC

ROAD CLOSE, DETOUR SIGNS, INFORMATION SIGNS OF UPCOMING AND/OR DURATION OF

CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF ROAD SIGNS, I.E., 7.

CONDUCT, CONTROL, AND MANAGE THE TRAFFIC ENTERING THE CONTRACTOR WORK SITE.

WITH THE PROPER SAFETY CLOTHING, EQUIPMENT, AND/OR COMMUNICATION DEVICES TO

CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF FLAGMEN, EQUIPPED 6.

Y O

S H

IN

A G

A J

O N K P

O H

N K J

N E

L

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

4.3.1.

PROVIDED. TEMPORARY PASSAGE WAYS SHALL BE ACCESSIBLE PER ADAAG

PASSABLE CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE

4. WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN

THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC.

PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR

SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER

3. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY

THE STATE DEPARTMENT OF HEALTH.

CONFORMANCE WITH THE AIR POLLUTION STANDARDS AND REGULATIONS OF

SURROUNDING AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE IN

2. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND ITS

SAFETY AND ENVIRONMENTAL QUALITY.

AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH,

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

TRAFFIC CONTROL PLAN NOTES:

& CONVENIENCE NOTES:

PUBLIC HEALTH SAFETY

PPOR

HH

W

REMOVAL/RELOCATION EXISTING NEW

DEMOLITION.

ELECTRICAL / COMMUNICATION LINE

FOR DETAILED DEMOLITION INFO ON

SEE ELECTRICAL DEMOLITON PLAN

S=SPREAD,H=HEIGHT IN FT

EXST TREES (D=DIAMETER,

AC PAVEMENT LIMITS

MUST BE PRESERVED)

(CIRCLED TREES

WATER METER ASSEMBLY

GATE OR BUTTERFLY VALVE

FIRE HYDRANT

POST INDICATOR VALVE

GAS LINE

ABANDON IN PLACE EXST GAS LINE

SIGN W/ POST

OR TRANSFORMER

ELECTRICAL CABLE W/ SWITCH

ELECTRICAL CABLE W/ EMH

(TOP OF PAVEMENT)

SPOT ELEVATIONS (FT)

CURB & GUTTER

CONCRETE WALK WAY,

COMMUNICATIONS CABLE W/ CMH

CONCRETE

CONTOURS IN FEET (FT)

POWER POLE

CATCH BASIN

SEWER MANHOLE

CLEAN OUT TO GRADE (COTG)

CUT & CAP OR CUT & PLUG

CAP

DEMOLITION LIMITS

NEW WORK

ROAD CENTERLINE

GRADING LIMITS

OR FIELD INLET

STORM DRAIN MANHOLE

HANDHOLE

ELECTRICAL OR COMMUNICATIONS

BE REMOVED

TREES TO

BE RELOCATED

TREES TO

H=15 S=20 D=4

BANYAN

H=15 S=20 D=4

BANYAN

H=15 S=20 D=4

BANYAN

H=15 S=20 D=4

BANYAN

PRESERVED TREES

T OR C

E

T

T

EE

T

S TE S TE

IN INCHES

DRAIN LINE WITH SIZE

LEGEND:

BACKFLOW PREVENTER

3/4"G

G ABAB

3/4"G

F

SS

F

SS

S6"

W6"

D18

IN INCHES

SANITARY SEWER LINE W/SIZE

866.76

6.

S6

CHWR3

CHWS3/

CHILLED WATER SUPPLY AND

CHILLED WATER RETURN LINES

CH

SDSD

PLUMBING LINEP

W

F6 FIRE LINE W/SIZE IN INCHES

P

WATER LINEW

WMWM

PROJECT LIMITS

ABBREVIATIONS:

TOP OF FOOTING

TOP OF BANK

TOP OF WALL

TYPICAL

TOP OF PAVEMENT

VERTICAL

WATERLINE

WATER MANHOLE

WATER VALVE

WATER METER

VITRIFIED CLAY PIPE

WELDED WIRE FABRIC

VALVE BOX

WWF

LINEAR LIN

W WEST

INTERNATIONAL SYMBOL OF

INSIDE DIAMETER

HORIZONTAL

INVERT

ACCESSIBILITY

LENGTH OF CURVE

LATERAL

ISA

LAT

LC

HORIZ

INV

ID

FINISH GRADE

GALVANIZED

GATE VALVE

GALV

GV

FG

WITHW/

WM

WV

WMH

WL

W

VERT

VCP

WATER

VB

TYP

TOF

TW

TP

TB

THK THICK

METER

MECHANICAL

MINIMUM

MEAN SEA LEVEL

MONUMENT

MISCELLANEOUS

NUMBER

NOT TO SCALE

MANHOLE

OFFSET

ON CENTER

OUTSIDE DIAMETER

PAVEMENT

POWER POLE

POINT ON CURVE

PORTABLE BUILDING

POLYVINYL CHLORIDE

PROPERTY LINE, PLACE,

POINT OF INTERSECTION

PORTLAND CEMENT CONCRETE

REQUIRED

REINFORCEMENT

RIGHT OF WAY

RADIAL POINT

REVISION/REVISED

SCHEDULE

SERIAL NUMBER

SEWER MANHOLE

SIGNAL MANHOLE

SEWER LINE

RAISED PAVEMENT MARKER

SOUTH, SLOPE, SEWER

SQUARE

SPECIFICATION

STAINLESS STEEL

STANDARD

STATION

RPM

EDGE OF PAVEMENT

FINISH FLOOR ELEVATION

EACH EA

EQUAL

EACH WAY

ELEVATION

FIRE HYDRANT

EXISTING DRAIN LINE

EXISTING

E/DL

FFE

FH

ELEV, EL

EW

EQ

DRAIN MANHOLE

EAST

EACH

ELECTRIC

DOWNSPOUT

DRAWING

E

ELEC

EP

EA

DMH

DPW

DWG

DS

T

STD

STA

TOP

SQ

SST

ST

SPEC

SMH

STREET

SIGMH

S/N

SL

SHT SHEET

S

SCH

CONNECT, CONNECTION

CONTINUE, CONTINUOUS

CLEAN OUT TO GRADE

DRAIN INLET

DIAMETER

DETAILDET/DTL

DIA

DI

COTG

CATCH BASIN

CLEAN OUT,

CENTERLINE

CONCRETE

CONN

CONC

CONT

CO

CB

POC

RP

ROW

REINF

REV

REQ'D

R

PORT

RADIUS

PI

PP

PVC

PL

PCC

ASPHALTIC CONCRETE

AMERICAN SOCIETY FOR

BOARD OF WATER SUPPLY

BOTTOM OF FOOTING

APPROXIMATE, APPROXIMATELY

AT @

BOTTOM

BUILDING

BOTTOM OF BANK

BOTTOM OF WALL

BOTTOM OF CURB

BOF

BWS

BC

BW

B, BOT

BLDG

BB

TESTING MATERIALS

AND

ASTM

APPROX

AC

MSL

O/S

OD

OC

NTS

NO

N NORTH

MECH

MIN

MON

MISC

MH

M

MAXIMUMMAX

MILLIMETERSMM

SQUARE METERSM

TOP OF CURB TC

POST INDICATOR VALVEP.I.V

SUBGRADE GRADE BELOW GRAVELSG

EXISTING ELECTRICAL LINEE/ELEC

EXISTING GAS LINEE/GL

EXISTING SEWER LINEE/SL

EXISTING WATER LINEE/WL

BS BOTTOM OF STEP

TS TOP OF STEP

PLUMBING LINE

PVMT

CHW

CW

CHILLED WATER

COLD WATER

DEMO DEMOLISH

HW

HWR

HOT WATER

HOT WATER RETURN

CHWR

CHWS

CHILLED WATER RETURN

CHILLED WATER SUPPLY

Sgt SERGEANT

ADA AMERICANS WITH DISABILITIES ACT

DCVBP

BACKFLOW PREVENTER

DOUBLE CHECK VALVE

RPBP

BACKFLOW PREVENTER

REDUCED PRESSURE

LEFEV

FUEL-EFFICIENT VEHICLE

LOW-EMITTING/

DIRECTORATE OF PUBLIC WORKS

C

EXIST, EX

L

OFFICER.

15. COORDINATE ALL PHASES OF WORK WITH THE CONTRACTING

THE WIND TO AVOID SPREADING OF CONTAMINATION.

SOILS, STOCKPILE SEPARATELY, AND PROTECT FROM THE RAIN AND

OF THE DISCOVERY. SEGREGATE SUSPECTED CONTAMINATED

OF PUBLIC WORKS (DPW) ENVIRONMENTAL COMPLIANCE BRANCH

ACTIVITIES, NOTIFY THE CONTRACTING OFFICER AND DIRECTORATE

PETROLEUM ODOR) IS ENCOUNTERED DURING GROUND DISTURBING

14. IF PETROLEUM IMPACTED SOIL (DISCOLORATION OR STRONG

KEPT TO LESS THAN ONE ACRE.

13. NPDES PERMIT WILL NOT BE REQUIRED FOR THIS PROJECT IF DISTURBED AREA

NO ADDITIONAL COST TO THE GOVERNMENT.

AND APPROVALS REQUIRED FOR CONSTRUCTION OF THIS PROJECT (E.G. NPDES) AT

12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS

START OF ANY EXCAVATION OR GRADING ACTIVITIES.

11.THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM DPW PRIOR TO

EQUAL SIZE AND SPECIES.

DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH A TREE OF

REMOVAL IN THIS PROJECT DURING ALL PHASES OF CONSTRUCTION. ANY TREE

10. CONTRACTOR SHALL PROTECT ALL EXISTING TREES NOT IDENTIFIED FOR

ADJACENT FACILITIES.

WORK) DO NOT IMPEDE VEHICULAR OR PEDESTRIAN ACCESS FOR OCCUPANTS OF

9. CONTRACTOR SHALL ENSURE THAT OPERATIONS (E.G. DEMOLITION, SITE & UTILITY

SHOWN IN THE CONTRACT DOCUMENTS.

TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN PLACE AND COMPLETE AS

8. THE CONTRACT BID SHALL BE INCLUSIVE OF ALL MISCELLANEOUS ITEMS REQUIRED

AND REGULATIONS.

OF GOVERNMENT PROPERTY IN ACCORDANCE WITH ALL LOCAL GOVERNING LAWS

PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS

REQUESTED TO BE SALVAGED BY THE CONTRACTING OFFICER, BECOME THE

7. ALL MATERIALS REQUIRED TO BE DISPOSED OF IN THIS PROJECT, UNLESS

THE DIRECTORATE OF PUBLIC WORKS, NATURAL AND CULTURAL RESOURCES.

OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY

ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION

6. PURSUANT TO CHAPTER 6E, HRS (HAWAII REVISED STATUTES), IN THE EVENT ANY

SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY.

SUCH VIOLATIONS OCCUR, THE CONTRACTOR MAY BE CITED AND THE CONTRACTOR

EXISTING DRAINAGE SYSTEMS STREETS OR NATURAL WATERCOURSES. SHOULD

CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW INTO

5. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO

AND/OR OTHER REASONS RESULTING FROM THE CONSTRUCTION ACTIVITY.

ORIGINAL OR BETTER CONDITION, NEARBY IMPROVEMENTS AFFECTED BY DUST

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORATION TO

OPERATION.

DAMAGED OR DISTURBED AS A RESULT FROM THE CONTRACTOR'S CONSTRUCTION

EXISTING LANDSCAPED AREAS TO ITS ORIGINAL CONDITION OR BETTER IN ANY AREA

THE GOVERNMENT. THE CONTRACTOR IS ALSO REQUIRED TO RESTORE THE

BE REPLACED AND REPAIRED TO ORIGINAL CONDITION, AT NO ADDITIONAL COST TO

DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION OPERATION, SHALL

ARE NOT TO BE REMOVED, SHALL BE PRESERVED AND PROTECTED. ANY AND ALL

3. THE EXISTING IMPROVEMENTS ON THE PREMISES AND IN ADJACENT AREA THAT

CONTRACTING OFFICER FOR CLARIFICATION.

DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE

SHOWN ON THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

2. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS

THE APPROVED PLANS IN CONJUNCTION WITH THE UFGS SPECIFICATIONS.

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

GENERAL CIVIL NOTES: UTILITY NOTES:

WATER OUTAGE NOTES:

SPECIFICATIONS.

AND MECHANICAL PLUMBING UTILITIES REFER TO THE

3. FOR ADDITIONAL INFORMATION ON WATER OUTAGE RELATED

THE TRENCH TO PROVIDE A SUMP FOR THE PUMPS.

CONTINGENCIES AND HAVE MULTIPLE TRASH PUMPS ON SITE AND EXCAVATE

PREVENT WATER INTRUSION SO CONTRACTOR MUST PLAN FOR ALL

2. THERE MAY BE TIMES WHEN EXISTING VALVES DO NOT HOLD TIGHTLY TO

GROUNDS.

SURFACE OR GUTTER BLOCK TO MINIMIZE DAMAGE TO LANDSCAPING AND

FROM THE OUTLET END OF THESE CONNECTIONS SHALL BE ONTO A HARD

UTILITY SINKS, P-TRAPS, OR ANY OTHER INTERIOR DRAIN. THE WATER FLOW

SHALL THESE CONNECTIONS BE ALLOWED TO TERMINATE IN FLOOR SINKS,

PIPED OUTDOORS TO PREVENT WATER DAMAGE TO FACILITIES. AT NO TIME

1. ALL MAIN DRAIN, FLOW TEST, AND INSPECTOR'S TEST CONNECTIONS WILL BE

WATER RETURN PIPING PLANS AND DETAILS.

13. SEE PLUMBING PLANS FOR COLD WATER, HOT WATER, AND HOT

PLANS AND DETAILS.

12. SEE MECHANICAL PLANS FOR CHILLED WATER LOOP AND PIPING

REQUIREMENTS.

11. SEE ELECTRICAL SHEETS FOR ELECTRICAL & COMMUNICATION

DIVISON (656-2878 X 1049) IF ANY SEWAGE SPILL OCCURS.

10. CONTRACTOR SHALL IMMEDIATELY NOTIFY DPW ENVIRONMENTAL

SANITARY SEWER SYSTEMS.

PRIOR TO CONNECTING TO OR COMMENCING WORK TO THE EXISTING WATER AND

9.THE CONTRACTOR SHALL NOTIFY DPW AND AQUA ENGINEERS AT LEAST 45 DAYS

AND ONLY WITH THE APPROVAL OF THE CONTRACTING OFFICER.

SHALL BE KEPT TO A MINIMUM AND SHALL BE DONE AT THE CONTRACTOR'S EXPENSE

REQUIRED FOR THE CONTRACTOR'S CONVENIENCE, INTERRUPTION OF SERVICE

REMAIN IN-SERVICE AND IN PLACE. IF RELOCATION OF EXISTING UTILITIES IS

8. UNLESS RELOCATION IS CALLED FOR ON THE PLANS, EXISTING UTILITIES SHALL

TO THE EXISTING UTILITIES SHALL BE REPAIRED AND PAID FOR BY THE CONTRACTOR.

CONSTRUCTION UNLESS SPECIFIED ON THE PLANS TO BE ABANDONED. ANY DAMAGE

PLANS, SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR DURING

7. ALL EXISTING UTILITIES TO REMAIN IN USE, WHETHER OR NOT SHOWN ON THE

UTILITIES SHALL BE BORNE BY THE CONTRACTOR.

ELECTRICITY, ETC. REQUIRED FOR HIS OPERATIONS, AND ALL COSTS FOR THESE

6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR UTILITIES SUCH AS

DAMAGED COMMUNICATION LINES.

RESPONSIBLE FOR ALL VENDOR EXPENSES REQUIRED TO REPAIR

MAKES THE REPAIRS REQUIRED. CONTRACTOR SHALL BE

AND CONTRACTING OFFICER, WHO WILL ENSURE THE VENDOR

OPERATIONS, IMMEDIATELY NOTIFY THE GENERAL CONTRACTOR

5. IF COMMUNICATION LINES ARE DAMAGED BY CONSTRUCTION

UTILITY CROSSINGS.

CABLES FOR A DISTANCE OF 10 FT. ON BOTH SIDES OF ALL NEW

& CONCRETE ENCASE EXISTING DIRECT BURIED COMMUNICATION

ADEQUATE SHORING, ENCASE WITH CONDUIT, POLYETHYLENE WRAP,

COMMUNICATION CABLES TO REMAIN ARE NOT DAMAGED. PROVIDE

4. SPECIAL CARE SHALL BE TAKEN TO ENSURE EXISTING

THE GOVERNMENT.

ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO

DIVISION. DAMAGE TO EXISTING UTILITIES AS A RESULT OF CONSTRUCTION

CONTRACTOR SHALL CONTACT THE DIRECTORATE OF PUBLIC WORKS, UTILITIES

THE PLANS OR NOT. BEFORE DISRUPTING SERVICE OF ANY UTILITY, THE

3. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES WHETHER SHOWN ON

AREAS PRIOR TO EXCAVATION TO LOCATE THEM.

LOCATIONS. IF UTILITIES NOT SHOWN ARE SUSPECTED, REQUIRE TONING OF THESE

CONTRACTOR SHALL MAKE INDEPENDENT CHECK TO ASCERTAIN THEIR EXACT

POSSIBLE TO DO SO. THEIR LOCATIONS AS SHOWN ARE APPROXIMATE ONLY AND THE

2. THE EXISTING UTILITIES HAVE BEEN SHOWN ON THESE PLANS INSOFAR AS IT IS

TRENCHES FOR THE NEW UTILITY LINES.

EXCAVATION TO VERIFY ITS LOCATION AND DEPTH PRIOR TO EXCAVATION OF

SHOWN, THE CONTRACTOR SHALL CAREFULLY EXPOSE THE UTILITY BY HAND

EXISTING UTILITIES OR WHERE NEW UTILITIES CROSS EXISTING UTILITIES ARE

EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHERE CONNECTIONS TO

CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF THE FACILITIES AND

ENGINEER FROM HIS SEARCH OF RECORDS ARE INDICATED ON THE PLANS. THE

1. THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE

APPROVALS PRIOR TO START OF CONSTRUCTION.

5.THE CONTRACTOR SHALL OBTAIN ALL THE REQUIRED

ANY ROAD/LANE CLOSURE ACTIVITIES ON THE INSTALLATION.

DPW TRAFFIC CONTROL PLAN PERMIT PRIOR TO COMMENCING

4.CONTRACTOR SHALL PREPARE, COORDINATE, AND OBTAIN A

WORK DAY.

CONSTRUCTION OPERATIONS SHALL BE REOPENED AT THE END OF EACH

C. ALL ROADS AND PARKING LOTS REQUIRING CLOSURE TO FACILITATE

REQUIRED, TO DIRECT TRAFFIC AROUND THE WORK SITE.

TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. FLAGMEN SHALL BE USED, AS

BLOCK OF ROADWAY SHALL BE BLOCKED OFF AT ONE TIME AND ONE LANE OF

OTHERWISE AFFECTED BY CONSTRUCTION WORK): NO MORE THAN ONE

B. FOR ALL UTILITY AND OTHER WORK AFFECTING EXISTING ROADS (NOT

BY THE CONTRACTING OFFICER.)

CONTRACTOR'S TRAFFIC CONTROL PLAN. BOTH PLANS SHALL BE APPROVED

ROUTES FOR ALL ROAD CLOSURES SHALL BE SUBMITTED WITH THE

ONE TIME FOR PARKING LOT CONSTRUCTION WORK. (PROPOSED DETOUR

A. ONLY ONE SECTION OF ROADWAY SHALL BE ALLOWED TO BE CLOSED OFF AT

3. ROAD/PARKING LOT CLOSURE REQUIREMENTS:

ACCESS IS MAINTAINED AT ALL TIMES TO ALL EXISTING BUILDINGS.

2. TRAFFIC CONTROL PLAN SHALL ENSURE THAT VEHICULAR AND PEDESTRIAN

BTW (OBSB).

SHALL BE OBTAINED FROM DPW MASTER PLANNER AND OAHU BASE SUPPORT

D. APPROVAL OF PROPOSED ROAD/LANE AND/OR PARKING LOT CLOSURES

CLOSURE.

INSTALLATION OF TRAFFIC CONTROL DEVICES TO BE USED FOR ROAD

C. CONTRACTOR'S TRAFFIC ENGINEER SHALL REVIEW AND APPROVE THE

OF ANY EXISTING ROAD/LANE AND/OR EXISTING AC PAVEMENT PARKING LOT.

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) PRIOR TO CLOSURE

IN SUFFICIENT TIME TO ALLOW A MINIMUM OF 30 DAYS WRITTEN NOTICE TO

SUBMITTAL AND APPROVAL OF TRAFFIC CONTROL PLANS SHALL BE OBTAINED

PHASING PLANS SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL.

B. THREE (3) COPIES OF CONTRACTOR PROPOSED TRAFFIC CONTROL &

ABOVE.

TRAFFIC CONTROL" (LATEST EDITION) AND TRAFFIC CONTROL PLAN NOTES

"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, PART 6 TEMPORARY

A. TRAFFIC CONTROL PLAN SHALL BE DONE IN ACCORDANCE WITH THE

PARKING LOT CLOSURES.

TRAFFIC CONTROL AND PHASING PLANS FOR ALL PROPOSED ROAD AND/OR

YEARS TRAFFIC CONTROL/ENGINEERING DESIGN EXPERIENCE TO PREPARE

CONTRACTOR SHALL HIRE A LICENSED CIVIL ENGINEER WITH A MIN FIVE (5) 1.

TRAFFIC CONTROL PLAN NOTES (CONT):

H

Y D

Pipe(2")

LP

SLB

Tree

D=2'

H=30'

S=30'

LP

SLB

TP

SMH

LP

SLB

CLF

H=6'

GP(4)

LP

SLB

TP#1/11T

Sign

"Stop" Tree

D=4.5'

H=70'

S=50'

Tree

D=3.5'

H=70'

S=50'

Tree

D=3'

H=70'

S=50'

Tree(2)

D=4'

H=70'

S=50'

Tree

D=3'

H=70'

S=50' Tree

D=2.5'

H=70'

S=50' Tree

D=2'

H=70'

S=50'

LP

SLB

LP

SLB

SLB

LP

LP

SLB

Panel

Box(3)

Panel

Box

Pipe(4")

Panel

Box

Coconut

Electric

Panel

Util. Box

T=865.55

HC=863.05

Electric

Panel

Sign

"Headquarters 2nd..."

Hedge(2)

Hedge

Hedge

Tree

D=1'

H=20'

S=15'

Door

Door

Door

Stairs

Hedge

Hedge

HB

O H U

LP

Hedge

Xfrmr.

HECO

Box

HECO

Box

Banyan

Tree Cluster

Grass

Sta. "BANYAN"

Mag Nail

Elev.=867.06

Sta. "WAIANAE"

Mag Nail

Elev.=865.10

H=70'

S=120'

Banyan

Tree Cluster

H=70'

S=120'

TC=865.17

BC=864.87

LP

"Waianae Ave. 2-way Traffic"

SLB

S=25' S=25'

EB

T=865.04

TS=862.89

FH

S=20'

F E

V F E

V F E

V

H

Y D

H

Y DH

Y D

Pipe(2")

SMH

T=863.98

Inv.=852.01(8")

SMH

T=863.80

Inv.=859.04(8")

Door

CO

Pipe(1")

Pipe(4")

FH

WV

T=864.12

TS=863.54

Tel. Box

T=863.35

HC=861.25

LC=859.85

HB

Air

Conditioner

Panel

Box(5)

Box "C"

T=864.32

HC=863.77

LC=863.32

ICV

T=864.67

TP=864.32

CBMH

T=863.45

Inv.=860.27(10")

Sign

"Stop"

GTE

Box

SLB

Coconut(2)

Coconut

Coconut(2)

Coconut

Coconut

HT Box

T=864.13

HC=862.10

Grill

WMH

T=863.87

TP=861.44(6")

Coconut

Hedge(4)

Sign

"Stop" D=4.5'

H=70'

S=50'

Tree

D=3.5'

H=70'

S=50'

Tree

D=3'

H=70'

S=50'

Tree(2)

D=4'

H=70'

S=50'

Panel

Box(3)

Coconut

Electric

Panel

Util. Box

T=865.55

HC=863.05

Electric

Panel

Sign

"Headquarters 2nd..."

Hedge(2)

Hedge

Hedge

Tree

D=1'

H=20'

S=15'

Door

Door

Door

Stairs

CBMH

T=862.87

Inv.=857.61

Sign

Royal Palm

Electric

Panel(3)

Electric

Panel

Pipe(4")

Door

Panel

Box(3)

Air

Conditioner(2)

ICV

T=863.98

TP=863.18

ICV

Conc.

Pad

Util. Box

T=864.35

BT=862.85

Pipe(2")

Vent

Royal Palm

Hedge(4)

Hedge(7)

Pipe(2")(2)

Royal Palm

HedgeHedge

Sign

"Speed Limit 10"

Hedge

Hedge

HB

LP

Hedge Hedge

Hedge

Panel

Box(4)

Royal Palm Royal Palm

Drywell

T=864.28

TP=863.58

BT=863.48

Pipe(2")

HB HB

Hedge

Door

Panel

Box

O H U

SMH

T=864.79

Inv.=853.12(8")

Inv.=852.52(12")

SMH

T=864.46

Inv.=852.20(12")

SMH

T=865.23

Inv.=859.76(Drop 6")

Inv.=853.76(6")

Inv.=853.02(12")

SMH

T=864.20

Inv.=851.69(12")

SMH

T=863.67

Inv.=854.50

Inv.=852.07(Drop)

Inv.=851.36(12")

SMH

T=863.72

Inv.=851.05(12")

T=864.17

TS=859.95

SMH

T=863.58

Inv.=860.08(4"In)

Inv.=859.81(8"Out) Xfrmr.

Hedge

Util. Box

T=865.22

HC=861.92

Sign

"Headquarters 225..."

H e d g e

Hedge

HedgeStairs

Tree

D=1'

H=20'

S=20'

Panel

Box(4)

Pipe(2")(4)

WM

T=863.37

TS=862.92

Hedge

W o o d e n

F e n c

Tile Wall

Tile Wall

Panel

Box

Pipe(2")(4)

DI

T=862.40

Inv.=856.04(18")

Comm. Box

SLB

D

D

D

Building

Grass

Grass

Grass

Grass

Sta. "WAIANAE"

Mag Nail

Elev.=865.10

WV

T=863.49

TS=861.64

FH

Sign

"Speed Limit 25"

Sign

"Speed Limit 15 When Pass...."

TP

LP

Sign

"Waianae Ave 2-way..."

Tel. MH

Utility

Box

Hedge Hedge

Hedge

Hedge

EP#B-49

Norfolk

D=2'

H=70'

S=25'

Norfolk

D=2'

H=70'

S=25'

Norfolk

D=2'

H=70'

S=25'

Sign

Norfolk

D=3'

H=75'

S=25'

Sign

"Stop"

GP#B-3

TC=865.17

BC=864.87

LP

Sign

"Waianae Ave. 2-way Traffic"

SLB

Norfolk

D=2'

H=80'

S=25'

Norfolk

D=2'

H=80'

S=25'

TMH

Utility

Box

EB

WV

T=865.04

TS=862.89

FH

Norfolk

D=2'

H=80'

S=20'

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING NO PARKING NO PARKING NO PARKING

NO PARKING

NO PARKING NO PARKING NO PARKING

D

2 3

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S c h o fi e ld B a rr a c k s \S

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project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

of Engineers

US Army Corps

C K

D B

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IDENTIFICATION

SHEET

D E

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#155

BLDG

HONOLULU DISTRICT

H O

N O

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UNTIL PROJECT COMPLETION.

ALL BEST MANAGEMENT PRACTICES (BMPS) SHALL NOT BE REMOVED 9.

FROM MUD, DIRT, AND DEBRIS.

CONTRACTOR SHALL ENSURE ROADWAYS WILL BE PROTECTED 8.

PREVENT EROSION OF FILL MATERIAL.

THE FINAL LIFT OF EACH DAY’S WORK SHALL BE COMPACTED TO 7.

CATCH BASINS AND DRAIN MANHOLES ARE PROHIBITED.

ACCUMULATED SEDIMENT SHALL BE REMOVED. FLUSHING INTO THE

MANHOLES SURROUNDING THE PROJECT SITE SHALL BE INSPECTED AND

AFTER EARTHWORK OPERATIONS, EXISTING CATCH BASINS AND DRAIN

THE CONTRACTOR) AND SEDIMENT ACCUMULATION SHALL BE REMOVED.

IMPROPERLY FUNCTIONING FILTERS SHALL BE REPLACED (PAID FOR BY

FOR STRUCTURAL INTEGRITY AND SEDIMENT BUILD-UP. DAMAGED OR

AND/OR AFTER SIGNIFICANT RAINFALL EVENTS 0.5 INCHES OR GREATER

DRAIN INLET PROTECTION SHALL BE MONITORED PERIODICALLY 6.

ACCOMPLISHED.

AND WIND EROSION WITH STEEL PLATE COVERS UNTIL REPAVING CAN BE

EXPOSED TRENCHED AREAS SHALL BE PROTECTED FROM RUNOFF 5.

BE IN PLACE BEFORE EARTHWORK OPERATIONS BEGIN.

MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL 4.

COR.

THE CONTRACTOR SHALL COORDINATE STAGING AREAS WITH THE 3.

RUNOFF PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORK.

INLETS IN THE VICINITY THAT MAY BE AFFECTED BY CONSTRUCTION

THE CONTRACTOR SHALL INSTALL DRAIN INLET PROTECTION TO ALL 2.

WORK.

COMMENCEMENT OF ANY GROUND DISTURBANCE, INCLUDING DEMOLITION

CONTROL MEASURES TO BE IMPLEMENTED PRIOR TO THE

THE EROSION CONTROL PLAN ILLUSTRATES CONCEPTUAL EROSION 1.

EROSION AND SEDIMENT CONTROL NOTES:

THE ENTIRE PROJECT SITE AND COSA AREA.

CHAIN LINK FENCE WITH DUST PROTECTION AROUND

CONTRACTOR SHALL PROVIDE A MINIMUM 7' HIGH 17.

OF WATER QUALITY STANDARDS.

PRACTICABLE, AND WILL NOT CAUSE OR CONTRIBUTE TO AN EXCEEDANCE

CONSTRUCTION SITE WILL BE REDUCED TO THE MAXIMUM EXTENT

MEASURES TO ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE

ALL GRADING AND CONSTRUCTION WORK SHALL IMPLEMENT 16.

REGULATIONS, AND TO SPECIFICATION REQUIREMENTS.

MANAGE OFFSITE STORMWATER TO MEET LOCAL, STATE, AND FEDERAL

LARGE STORMWATER FLOWS, THE CONTRACTOR IS RESPONSIBLE TO

AS THE PROJECT SITE IS ON SLOPING GROUND AND MAY RECEIVE 15.

ESTABLISHED.

PROTECTION AND ANY REQUIRED LINING SHALL BE INSTALLED OR

CONVEYANCE STRUCTURE IS MADE OPERATIONAL, ADEQUATE OUTLET

IMMEDIATELY AFTER THEY ARE BUILT. BEFORE A STORMWATER

SWALES, DITCHES, AND RELATED STRUCTURES SHOULD BE STABILIZED

ALL EARTH BASINS, TRAPS, BERMS, DIVERSIONS, WATERWAYS, 14.

WITHIN 14 CALENDAR DAYS OF INITIAL DISTURBANCE.

ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY STABILIZATION 13.

OF THE PROJECT BY THE CONTRACTING OFFICER.

RESTORED TO ITS ORIGINAL CONDITION, OR BETTER, UPON ACCEPTANCE

MANAGEMENT PRACTICES SHALL BE REMOVED AND THE AREA SHALL BE

AT THE CONCLUSION OF ALL PROJECT WORK, ALL BEST 12.

CONTAINED AND DOES NOT ENTER THE STORM DRAIN SYSTEM.

TIRES WITH WATER WILL NOT BE ACCEPTABLE UNLESS THE RUNOFF IS

OR DEBRIS IS NOT TRACKED OFF THE CONSTRUCTION SITE. WASHING OFF

CONSTRUCTION VEHICLES ARE SUFFICIENTLY CLEANED OFF SO THAT DIRT

THE CONTRACTOR SHALL ENSURE THAT ALL TIRES OF 11.

INTO DRAINAGE SYSTEMS OR STATE WATERS.

VEHICLES, AND CONCRETE TRUCK DRUMS SHALL NOT BE DISCHARGED

WASHWATER FROM WASHDOWNS OF CONSTRUCTION EQUIPMENT, 10.

Y O

S H

IN

A G

A J

O N K P

O H

SCALE : 1"=20'

80'20'0 40'

SCALE: 1"=40'A1

SCALE : 1"=40'

A4

M A

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/C -0

F

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COSA SITE LOCATION

NN

NN

EROSION CONTROL PLAN

40'10'0 20'

SCALE: 1"=20'

A3

C-003

SEE DETAIL

PROTECTION

DRAIN INLET

SEE DETAIL

SEE DETAIL

A1

SEE DETAIL

SILT FENCE

SEE DETAIL

SILT FENCE

SEE DETAIL

SILT FENCE

SEE NOTE 17.

PROJECT SITE.

WEST OF THE

PARKING LOT

LOCATE COSA IN

SEE NOTE 17.

SEE NOTE 17.

LIMITS.

PROJECT

SEE NOTE 17.

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S c h o fi e ld B a rr a c k s \S

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project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

of Engineers

US Army Corps

C K

D B

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IDENTIFICATION

SHEET

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S I

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" 12"

2'-6"

S H

IN

A G

A J

O N K P

O H

SLOPE

LIMITS OF GRADING

MASS GRADE

GROUND (ONSITE MATERIAL)

BACKFILL TRENCH & COMPACT

EQUIVALENT

WIRE FABRIC OR

2"X2" 14 GAGE

ALTERNATE: STEEL FENCE POST

2"X4" WOOD POST BETTER OR EQUAL

8"X12" TRENCH

MATERIAL IN

BURY BOTTOM OF FILTER

A1

NOT TO SCALE

SILT FENCE DETAIL

ELEVATION

FRONT

FABRIC TO WIRE.

USE STAPLES OR WIRE RINGS TO ATTACH

FILTER FABRIC MATERIAL 60" WIDE ROLLS.

MAX.

5' O.C., STAKE @

WOODEN

2"X4"

(TYP)

MANUFACTURER'S RECOMMENDATIONS

MIRAFI SILT FENCE INSTALL PER

6' MAX

STAKE WITH FASTENERS @ 6" O.C.

NAILED OR SCREWED TO EACH

3/8"X3"X2' LONG WOOD BATTEN,

OF GEOTEXTILE

JOINING ADJACENT SECTIONS

SECTION A-A

ISOMETRIC VIEW

SUPPORT

FRAME

2 IN x 4 IN

STAPLE

POST

LATHE

NAILS

FL

OW

NAILS

BEWTWEEN

12 IN MAX.

2 FT

4 FT

IN

10 FT MAX.

A

A

TOP OF STONE

2 IN x 4 IN ACROSS

GEOTEXTILE

WOVEN SLIT FILM

INCH STONE

TO 1

MASTIC SEAL

MASTIC SEAL

MI

N.16 I

N

SILT FENCE

FILM GEOTEXTILE

WOVEN SLIT

LATHE

SILT FENCE DETAIL - ON GRASS

SILT FENCE DETAIL - ON PAVEMENT

GRATE

FABRIC

FILTER INLET

DRAIN

GUTTER

POUCH

GRAVEL FILLED

CURB

INLET

NOTES:

1.

2.

A3

NOT TO SCALE

DRAIN INLET PROTECTION DETAIL

CURB INLET

DROP INLET

SEDIMENT FILTER

CATCH BASIN

EXIST.

REPLACE THEM WHEN EVENT PASSES.

TIMES OF ABOVE NORMAL RAINFALL EVENTS AND

THE CONTRACTOR SHALL REMOVE FILTERS AT

CATCH BASINS INDICATED ON THE DRAWINGS.

CONSTRUCTED AND MAINTAINED AT EXISTING

SEDIMENT CONTROL FILTERS SHALL BE

PIPE SEWN INSIDE

3" DIA. PERF. PVC

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S c h o fi e ld B a rr a c k s \S

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project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

of Engineers

US Army Corps

C K

D B

Y

IDENTIFICATION

SHEET

D E

S

IG

N E

D B

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D W

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S U

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H Y

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H

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H

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H Y D

H

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H

YD

H

YD

H

Y D

Pipe(2")

SMH

T=863.98

Inv.=852.01(8")

SMH

T=863.80

Inv.=859.04(8")

Door

Abandoned Pit(2) Abandoned Pit(2) Abandoned Pit(2) Abandoned Pit(2) Abandoned Pit(2)

CO

Door

Pipe(1")

Pipe(4")

FH

WV

T=864.12

TS=863.54

Edge

Roots

Ear Pod

D=8'

H=60'

S=150'

BFP

ICV

T=864.38

TP=863.98

TMH

Tel. Box

T=863.35

HC=861.25

LC=859.85

LP

HB

Air

Conditioner

Panel

Box(5)

Box "C"

T=864.32

HC=863.77

LC=863.32

HB

Panel

Box(2)

WV

T=864.65

TS=864.25

WV

T=864.61

TS=864.31

HB

Panel

Box

Pipe(4")(6)

Panel

Box

HB

Panel

Box

ICV

T=864.67

TP=864.32

Norfolk

D=1.2'

H=50'

S=20'

Norfolk

D=1.2'

H=50'

S=20'

Sign

"Speed Limit 15"

Norfolk

D=1.2'

H=60'

S=15'

SLB

LP

Norfolk

D=1.2'

H=60'

S=15'

SLB

LP

Sign

"Crosswalk"

FH

ICV

T=864.53

TP=864.13

LP

SLB

T=865.01

HC=864.36

Utility Box

T=864.97

HC=862.37

EMH

Comm. MH

SDMH

T=865.21

Inv.=858.95

Xfrmr.

Xfrmr.

Xfrmr.

Ear Pod

D=6.5'

H=50'

S=100'

Sign

"Stop"

CBMH

T=864.44

Inv.=859.24

CBMH

T=863.45

Inv.=860.27(10")

Sign

"Stop"

GTE

Box

SLB

LP

Coconut(2)

Coconut

Coconut(2) Coconut

Coconut

Coconut

HT Box

T=864.13

HC=862.10

Grill

WMH

T=863.87

TP=861.44(6")

Coconut

Hedge(4)

A ir

C o n d it io n e r

WV

T=864.56

TS=862.11

HECO

Box

HT Box

T=864.32

HC=862.32

HECO

Box

LP

Tree(2)

D=3.2'

H=60'

S=30'

Tree

D=1.5'

H=50'

S=40'

LP

HECO

Box

Tree

D=3'

H=60'

S=35'

LP Sign

"Speed Limit 15"

Sign

"Left Lane End"

Tree(2)

D=3'

H=70'

S=40'

HECO

Box

LP

HECO

Box

AC

Patch

VTR

Hedge

Hedge

Hedge

Hedge(2)

CBMH

T=864.43

Inv.=860.13

Sign

"Merge"

Sign

"No Right Turn"

Sign

"No U-Turn"

Ponciana

D=1'

H=15'

S=25'

Ponciana

D=2'

H=20'

S=30'

EP#JPA12

EP#JPA11

EP#JPEA11R

Tree

D=3.5'

H=60'

S=40'

Tree

D=4'

H=60'

S=40'

Tree

D=4'

H=60'

S=40'

Tree

D=3'

H=60'

S=40'

Tree

D=3'

H=60'

S=40' Sign

"Stop"

LP

HECO

Box

CBMH

T=863.32

Inv.=860.67

Sign

"5 MPH"

HECO Box

T=865.70

Inv.=861.85

LP

Monkey Pod

D=5'

H=70'

S=95'

LP

SLB

T=864.38

TP=863.68

SLB

T=864.21

TP=863.51

Panel

Box(2)

Air Conditioner

Pipe(1")

Pipe(2")

Panel

Box

Air Conditioner

Panel

Box

Vent

Door

Air Conditioner

Panel

Box

Vent HB Vent

WV

T=865.30

TS=864.50

BFP

Norfolk(11)

D=0.7'

H=25'

S=10'

Norfolk(10)

D=0.7'

H=25'

S=10'

ICV

T=865.63

TP=864.88

ICV

T=865.59

TP=864.84

WV

T=865.58

TS=862.88WV

T=865.18

TS=862.42FH

Sign

"One Way" Sign

"Stop"

CBMH

T=864.75

Inv.=857.56

Sign

"Speed Limit 25"

SDMH

T=865.10

Inv.=857.56

FH

WV

T=864.72

TS=861.72

CBMH

T=864.75

Inv.=857.74

Sign

"Crosswalk"

Norfolk(11)

D=0.4'

H=15'

S=8'

Util. Box

T=865.82

TDirt=865.22

CBMH

T=865.13

Inv.=861.32

WV

T=865.43

TS=864.79

Sign

"Stop"

FH

HECO

Box

Comm.

Box

Norfolk(2)

D=0.4'

H=20'

S=5'

Norfolk

D=0.5'

H=25'

S=8'

Norfolk

D=0.4'

H=20'

S=8'

Norfolk

D=0.8'

H=30'

S=10'

LP SLB

WMH

T=866.94

TP=866.24

LP HECO

Box

LP

SLB

LP

SLB

LP

SLB

SLB

LP

SLB

HECO

Box

Tree

D=2'

H=30'

S=30'

LP

SLB

TP

SMH

LP

SLB

CLF

H=6'

GP(4)

LP

SLB

TP#1/11T

Sign

"Stop" Tree

D=4.5'

H=70'

S=50'

Tree

D=3.5'

H=70'

S=50'

Tree

D=3'

H=70'

S=50'

Tree(2)

D=4'

H=70'

S=50'

Tree

D=3'

H=70'

S=50' Tree

D=2.5'

H=70'

S=50' Tree

D=2'

H=70'

S=50'

LP

SLB

LP

SLB

SLB

LP

LP

SLB

LP

Panel

Box(3)

Panel

Box

Panel

Box(3)

Pipe(2")

Pipe(4")

Panel

Box

Sign

"Fiber Optic..."

Coconut

Electric

Panel

Util. Box

T=865.55

HC=863.05

Electric

Panel

Sign

"Headquarters 2nd..."

Hedge(2)

Hedge

Hedge

Tree

D=1'

H=20'

S=15'

Door

Door

Door

Stairs

CBMH

T=862.87

Inv.=857.61

Sign

Royal Palm

Electric

Panel(3)

Electric

Panel

Pipe(4")

Door

Panel

Box(3)

Air

Conditioner(2)

ICV

T=863.98

TP=863.18

ICV

Conc.

Pad

Util. Box

T=864.35

BT=862.85

Pipe(2")

Vent

Royal Palm

Hedge(4)

Hedge(7)

Pipe(2")(2)

DoorRoyal Palm

HedgeHedge

Sign

"Speed Limit 10"

Hedge

Hedge

HB

Tile

O H U

LP

Hedge Hedge

Hedge

Panel

Box(4)

Royal Palm Royal Palm

Drywell

T=864.28

TP=863.58

BT=863.48

Pipe(2")

HB HB

Hedge

Door

Panel

Box

TP#11T

O H U

SMH

T=864.79

Inv.=853.12(8")

Inv.=852.52(12")

SMH

T=864.46

Inv.=852.20(12")

SMH

T=865.23

Inv.=859.76(Drop 6")

Inv.=853.76(6")

Inv.=853.02(12")

SMH

T=865.63

Inv.=853.48(End 6")

Inv.=853.46(12")

SMH

T=864.20

Inv.=851.69(12")

SMH

T=863.67

Inv.=854.50

Inv.=852.07(Drop)

Inv.=851.36(12")

SMH

T=863.72

Inv.=851.05(12")

WMH

T=864.17

TS=859.95

SMH

T=864.60

Inv.=851.30(8")

Inv.=850.53(12")

ICV

LP

SDMH

T=863.21

Inv.=859.51(12")

SMH

T=863.58

Inv.=860.08(4"In)

Inv.=859.81(8"Out) Xfrmr.

Hedge

Util. Box

T=865.22

HC=861.92

Sign

"Headquarters 225..."

H e d g e

Hedge

Hedge

Door

Door

Door

Stairs

Tree

D=1'

H=20'

S=20'

Panel

Box(4)

Pipe(2")(4)

WM

T=863.37

TS=862.92

Hedge

W o o d e n

F e n

Tile Wall

Tile Wall

Panel

Box

Pipe(2")(4)

DI

T=862.40

Inv.=856.04(18")

Comm. MH

EP#JPB44R

LP

HECO

Box

LP

SLB

LP

SLB

EP

Xfrmr.

HECO

Box

HECO

Box

Banyan

Tree Cluster

Comm. Box

SLB

S8

S12

S

S

S12S12S12S12S12

S12

S

T

T

T

T

T T

T

T T

T

T

T

T

T

T

T

T T

T

T

T

T

D

D24 D24

D

D

D24

D24 D18

D12

D

D

D

D

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W6

W6

W

W

W6

W6

W6

W

W

W

W

W

AC

Road

AC

Road

AC

Road

Building

Building

Building

Building

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Grass

Sta. "POL-KOLE"

Mag Nail

Elev.=865.48

Sta. "KOLEKOLE-1"

Mag Nail

Elev.=865.92

Sta. "BANYAN"

Mag Nail

Elev.=867.06

Sta. "WAIANAE"

Mag Nail

Elev.=865.10

Sta. "QUAD-2"

Mag Nail

Elev.=863.62

Sta. "WAI-DE"

Mag Nail

Elev.=864.18

Sta. "DEVOL"

Mag Nail

Elev.=864.43

H=70'

S=120'

Banyan

Tree Cluster

H=70'

S=120'

WV

T=863.49

TS=861.64

FH

Sign

"Speed Limit 25"

Sign

"Speed Limit 15 When Pass...."

TP

LP

Sign

"Waianae Ave 2-way..."

Tel. MH

Utility

Box

Utility

Box

Sign

"WAIANAE AVE" Sign

"Stop"

EP#JPA10

GP(4)

Eucalyptus

D=3'

H=40'

S=30'

Eucalyptus

D=3'

H=40'

S=30'

Hedge Hedge

Hedge

Hedge

EP/LP

EP#B-49

Sign

"WAIANAE AVE/JECELIN ST"

"Speed Limit 15"

"Traffic Restricted...."

Plumeria(2)

D=0.5'

H=12'

S=12'

Hedge

Hedge Hedge

TC=862.94

BC=862.44

CBMH

T=863.04

Inv.=858.44(12")

WV

T=863.60

TS=860.06

Norfolk

D=2'

H=70'

S=25'

Norfolk

D=2'

H=70'

S=25'

Norfolk

D=2'

H=70'

S=25'

Sign

Norfolk

D=3'

H=75'

S=25'

Sign

"Stop"

Hedge(2)

T=864.03

TS=862.75

WM

T=864.06

TP=861.44(6")

WV

T=863.66

TS=862.76

Plumeria

D=0.5'

H=12'

S=12'

CBMH

T=863.05

Inv.=857.15(12")

Inv.=854.00(18")

Inv.=853.63

Sign

"Stop"

Sign

"Speed Limit 15"

Plumeria

D=0.7'

H=20'

S=20'

UP/LP

GP#B-3

UP/LP

Sign

"Bus Stop"

Plumeria

D=0.5'

H=10'

S=10'

Palm

Cluster Palm

Cluster

Umbrella

D=2'

H=30'

S=25'

D30

SDMH

T=863.93

Inv.=857.77(24")

Inv.=854.11 Hedge

H=80'

S=50'

Norfolk

D=2'

H=80'

S=20'

Norfolk

D=2'

H=80'

S=20'

TC=865.17

BC=864.87

LP

Sign

"Waianae Ave. 2-way Traffic"

SLB

Norfolk

D=2'

H=80'

S=25'

Norfolk

D=2'

H=80'

S=25'

TMH

Utility

Box

EB

WV

T=865.04

TS=862.89

FH

Norfolk

D=2'

H=80'

S=20'

WV

T=865.48

TS=861.98

CBMH

T=864.12

Inv.=854.87(24")

EP/LP

Royal Palm

D=2'

H=80'

S=20'

ClusterUmbrella

D=3'

H=30'

S=40'

Narra Tree

D=2.5'

H=80'

S=50'

Umbrella

D=3'

H=50'

S=40'

Hedge

African(3)

D=0.8'-1'

H=30'

S=10'

Areka

PalmAreka

Palm

Areka

Palm

Building

Water Box

T=864.72

TP=862.17(6")

T=864.42

TS=863.57

WV

T=864.76

T.Dirt=859.79

Sign

"Stop"

"Charlton/Waianae"

Plumeria

D=1.2'

H=30'

S=30'

Hedge

Norfolk

D=0.6'

H=20'

S=10'

Norfolk(2)

D=0.6'

H=25'

S=10'

Sign

"Stop"

"No Left Turn"

FH

Sign

"Crosswalk"

WV

T=865.12

TS=863.55

WV

T=865.13

TS=863.81

WV

T=865.15

TS=863.63

Sign

"No U-Turn"LP

SLB

TV Box

HT BoxElectric

Box

Norfolk

D=0.8'

H=30'

S=15'

Norfolk

D=0.8'

H=35'

S=15'

Concrete Curb H=0.5'

Signal MH

WMH

T=864.93

T.Arv=863.93

Signal MH

WV

Sign

"DPW"

CBMH

T=864.77

Inv.=857.69(18")

LP

LP

LP

LP

Monkey Pod Monkey Pod

Shower

D=3'

H=50'

S=60' Hedge

Monkey Pod

Norfolk

D=0.9'

H=30'

S=10'

Norfolk

D=0.6'

H=30'

S=10'

Norfolk

D=0.5'

H=30'

S=10'

FH

WV

T=864.67

TS=863.17

WV

T=865.13

TS=862.50

LP

CBMH

T=864.76

Inv.=858.21(18")

SLB

Sign

"DPW Supply Branch"

Norfolk

D=0.6'

H=20'

S=10'

Norfolk

D=0.6'

H=20'

S=10'

Norfolk

D=0.6'

H=20'

S=10'

Norfolk

D=0.8'

H=30'

S=10'

Norfolk

D=0.8'

H=30'

S=10'

Norfolk

D=0.8'

H=30'

S=10'

Norfolk

D=0.8'

H=30'

S=10'

Norfolk

D=0.8'

H=30'

S=10'

Norfolk

D=0.8'

H=30'

S=10'

Norfolk

D=0.5'

H=30'

S=10'

LP

Sign

"Speed Limit 25"

EMH

Comm. MH

Electric Panel(3)

Sign

"Stop"

LP

SLB

Street Mon. Cover

Electric

Vault(2)

EMH

Comm. MH

Siren

Post

LP

SLB

Norfolk

D=1'

H=30'

Norfolk

D=1'

H=30'

S=10'

Norfolk

D=1'

H=30'

S=10'

WV

T=866.21

TS=864.06

FH

SMH

T=865.95

Inv.=853.63(12")

Util. Box

T=866.19

HC=863.59

LC=858.99SLB

T=865.97

HC=864.97

LP

T T

T T T T

T

E

E

E E

E

E

E E

E

E

T

T

T T

T

T T

T

D24 D12

Ramp Ramp

AC

Patch AC

Patch

S12

W

Norfolk(6)

D=0.7'

H=25'

S=10'

E W12 W12

W12

D

W

D30

D

D6

D

D18 D18D8

D

D

D6

D

D

D

D

D6

D6

D

S

S8 S8

S6

S

S8

S

S

S

S6

S6

S8

S

D

D

D6

D

D8

D

D6

D

W

W

W

S6

R

R

D

D8 D6

D

D

D

D24 D18 D8

R

R

R

S

S6

S6

S

D1

D

D

D

D8

D

D12

D

D18

D

W4

W4

D

D6

D

D6

D

D6

D6

D

D

D

D

D6 D6 D 6D

D

D6

D

D 6 D

D

D

D

D18

S8

S8 S8

R

W8

W8

W

W

S6

S6

D6

D6

D6

D

D

D

W

W

D

D

D8

D

D6

D

D

D

D

D8

D

D

D18 D18

D24 D

D

D8 D

D

D6

D6

D

D

D6

D

D

D

D6

D

D

S8

D

W

R4

W

S

R

W8

W

W8

D

D

D

D

D

D18

D18

D

D6

D18

D18

D3

W8

D24

D30

D6

D30

D

D

D

D

S6

S6

W

D30

D

R

R

R4

S6 W8

D30

D

D

D

D

D

D

D

D

D

D8

D

D

D

D

D8

D

R4

R4

R4

W

W

R

W6

W6

W

W

W

W

W

W1

W8W8

S8

S6

S

S8

S6

S

S

W

D18

D8

S6

W

D8

R4

D6

D

R4

R

W4

N O

P A R

K

IN

G

1+

2+00 3+00 4+00 5+00 6+00

3+00 4+00

1+

1+

4+

5+00 6+00 7+00 8+00

12+00 12+22

F E

V F E

V F E

V F E

V F E

V F E

V F E

V F E

V F E

V F E

V F E

V F E

V

F E

V

F E

V F E

V F E

V F E

V F E

V F E

V F E

V

F E

V F E

V F E

V F E

V

W4S

D18

S8

G A S c e

O

N O

L U

L U D

IS

T R

IC

T

U S A

R M

Y C

O R

P S O

F E

N G

IN

E E

R S

H O

N O

L U

L U

H A

W A

II

R E

P A

IR

B

U

IL

D

IN

G

Q U

A D B

F Y P

K G A -0

S C

H O

F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W A

II

A S S

H O

W N

DATUM=0.000 FEET.

ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL3.

ELEVATIONS SHOWN ARE IN FEET.

HAWAII STATE PLANE. COORDINATES AND

INSTALLATION. COORDINATES ARE REFERRED TO

ON BENCHMARKS ESTABLISHED FOR THE

HORIZONTAL AND VERTICAL CONTROLS ARE BASED2.

DATED 9/23/2011.

WBR PH2 BLDG 156, BY R.M. TOWILL CORPORATION,

AND MAPPING FOR FY13 MCA PN 76586 AND QUAD B

THE DRAWINGS ARE FROM TOPOGRAPHIC SURVEY

EXISTING TOPOGRAPHIC INFORMATINO SHOWN ON 1.

NOTES:

S U

R V

E Y C

O N

T R

O L P

L A

N A

N S I

D

E H

L

E X

IS

T

IN

G C

O N

D

IT

IO

N S

CV101

H O

N O

L U

L U

H I

D E

S

IG

N B

R A

N C

H

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

E H

L

J Y

Y O

S H

IN

A G

A J

O N K P

O H

SCALE : 1"=20'

40'10'0 20'

SCALE: 1"=20'

A1

NN

BLDG #155

BLDG #157

B L

D G

B L

D G

PLANT

UTILITY

CENTRAL

FOOTE AVENUE

WAIANAE AVENUE

D E

V O

L S

T R

E E

T

1,623,899.40 E

116,513.03 N

ELEV=865.48

MAG NAIL

STA "POL-KOLE"

TEMP BENCHMARK

1,623,674.74 E

116,664.23 N

ELEV=865.92

MAG NAIL

STA "KOLEKOLE-1"

TEMP BENCHMARK

1,623,931.50 E

117,079.99 N

ELEV=867.06

MAG NAIL

STA "BANYAN"

TEMP BENCHMARK

1,624,142.36 E

117,074.86 N

ELEV=865.10

MAG NAIL

STA "WAIANAE"

TEMP BENCHMARK

ELEV=864.18

MAG NAIL

STA "WAI-DE"

TEMP BENCHMARK

1,624,457.52 E

116,460.60 N

ELEV=864.43

MAG NAIL

STA "DEVOL"

TEMP BENCHMARK

270.80'

.6

0.

588.81'

.2

EXISTING CONDITIONS & SURVEY CONTROL PLAN

H

Y DH

Y D

Pipe(2")

SMH

T=863.98

Inv.=852.01(8")

SMH

T=863.80

Inv.=859.04(8")

Door

Abandoned Pit(2) Abandoned Pit(2) Abandoned Pit(2) Abandoned Pit(2) Abandoned Pit(2)

CO

Door

Pipe(1")

Pipe(4")

FH

WV

T=864.12

TS=863.54

TMH

Tel. Box

T=863.35

HC=861.25

LC=859.85

HB

Air

Conditioner

Panel

Box(5)

Box "C"

T=864.32

HC=863.77

LC=863.32

HB

Panel

Box

ICV

T=864.67

TP=864.32

Norfolk

D=1.2'

H=50'

S=20'

Sign

"Speed Limit 15"

Norfolk

D=1.2'

H=60'

SLB

CBMH

T=863.45

Inv.=860.27(10")

Sign

"Stop"

GTE

Box

SLB

Coconut(2)

Coconut

Coconut(2)

Coconut

Coconut

HT Box

T=864.13

HC=862.10

Grill

WMH

T=863.87

TP=861.44(6")

Coconut

Hedge(4)

A ir

C o n d it io n e r

Sign

"Stop" D=4.5'

H=70'

S=50'

Tree

D=3.5'

H=70'

S=50'

Tree

D=3'

H=70'

S=50'

Tree(2)

D=4'

H=70'

S=50'

Panel

Box(3)

Coconut

Electric

Panel

Util. Box

T=865.55

HC=863.05

Electric

Panel

Sign

"Headquarters 2nd..."

Hedge(2)

Hedge

Hedge

Tree

D=1'

H=20'

S=15'

Door

Door

Door

Stairs

CBMH

T=862.87

Inv.=857.61

Sign

Royal Palm

Electric

Panel(3)

Electric

Panel

Pipe(4")

Door

Panel

Box(3)

Air

Conditioner(2)

ICV

T=863.98

TP=863.18

ICV

Conc.

Pad

Util. Box

T=864.35

BT=862.85

Pipe(2")

Vent

Royal Palm

Hedge(4)

Hedge(7)

Pipe(2")(2)

DoorRoyal Palm

HedgeHedge

Sign

"Speed Limit 10"

Hedge

Hedge

HB

Tile

LP

Hedge Hedge

Hedge

Panel

Box(4)

Royal Palm Royal Palm

Drywell

T=864.28

TP=863.58

BT=863.48

Pipe(2")

HB HB

Hedge

Door

Panel

Box

O H U

SMH

T=864.79

Inv.=853.12(8")

Inv.=852.52(12")

SMH

T=864.46

Inv.=852.20(12")

SMH

T=865.23

Inv.=859.76(Drop 6")

Inv.=853.76(6")

Inv.=853.02(12")

SMH

T=864.20

Inv.=851.69(12")

SMH

T=863.67

Inv.=854.50

Inv.=852.07(Drop)

Inv.=851.36(12")

SMH

T=863.72

Inv.=851.05(12")

T=864.17

TS=859.95

SMH

T=863.58

Inv.=860.08(4"In)

Inv.=859.81(8"Out) Xfrmr.

Hedge

Util. Box

T=865.22

HC=861.92

Sign

"Headquarters 225..."

H e d g e

Hedge

Hedge

Door

Door

Door

Stairs

Tree

D=1'

H=20'

S=20'

Panel

Box(4)

Pipe(2")(4)

WM

T=863.37

TS=862.92

Hedge

W o o d e n

F e n

Tile Wall

Tile Wall

Panel

Box

Pipe(2")(4)

DI

T=862.40

Inv.=856.04(18")

Comm. Box

SLB

S

S

S12S12S12S12S12

T

T

T

T

T

T

T T

T

T

T

T D

D

D

E

E

E

E

E E

E

E

W

W

W

W

Building

Grass

Grass

Grass

Grass

Grass

Sta. "WAIANAE"

Mag Nail

Elev.=865.10

Sta. "QUAD-2"

Mag Nail

Elev.=863.62

WV

T=863.49

TS=861.64

FH

Sign

"Speed Limit 25"

Sign

"Speed Limit 15 When Pass...."

TP

LP

Sign

"Waianae Ave 2-way..."

Tel. MH

Utility

Box

Hedge Hedge

Hedge

Hedge

EP#B-49

Norfolk

D=2'

H=70'

S=25'

Norfolk

D=2'

H=70'

S=25'

Norfolk

D=2'

H=70'

S=25'

Sign

Norfolk

D=3'

H=75'

S=25'

Sign

"Stop"

GP#B-3

TC=865.17

BC=864.87

LP

Sign

"Waianae Ave. 2-way Traffic"

SLB

Norfolk

D=2'

H=80'

S=25'

Norfolk

D=2'

H=80'

S=25'

TMH

Utility

Box

EB

WV

T=865.04

TS=862.89

FH

Norfolk

D=2'

H=80'

S=20'

E

T T

T

T

T

D

W

D30

D6

D

S

S8 S8

S6

S

S8

S

S

D

D

D24 D18 D8

R

R

W4

D

D6

D 8D6

D

D18

S8

S8 S8

R

W8

W8

W

S6

S6

D6

D

D

D18 D18

D24 D

D

D8 D

D

D

D

D

D6

D

D

D

W

R4

R

W8

W

W8

D

D

D18

D

D6

D3

W8

D24

D30

D30

D

D

D30

D

R4

D30

D

D

D

D

W6

W

S8

W

R4

W4S

D18

S8

G A S

? A A A A A A AAA

A A

AA

A

A A

A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

A A

A A

D

2 3

C

4 5

A

B of Engineers

US Army Corps

/1

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SHEET OF

project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

of Engineers

US Army Corps

C K

D B

Y

IDENTIFICATION

SHEET

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T E

D B

Y

F

IL

E N

U M

B E

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P L

O T D

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O T S

C A

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T

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M A

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A T

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ANSI D 22 x 34

-1

-5

S

E P

A

Panel

Box

Vent HB

Util. Box

T=865.82

TDirt=865.22

D

D6

S6

S6

D1

D

D

D6

D

D

D

S6

S6

W

S6 W8

D

D

D8

W

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W4 c e

S I

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T H

CD101

F O

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H A

F T

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H I -5

D E

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N B

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H

B U

IL

D

IN

G

#155

BLDG

HONOLULU DISTRICT

H O

N O

L U

L U D

IS

T R

IC

T

U S A

R M

Y C

O R

P S O

F E

N G

IN

E E

N O

L U

L U

H A

W A

II

B L

D G

B L

D G

D E

M O

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L A

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P A

IR

B

U

IL

D

IN

G

Q U

A D B

F Y P

K G A -0

S C

H O

F

IE

L D B

A R

R A

C K

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L uncovered gas pipelines exposed for as short a period of time as possible.

8. The Contractor shall work in an expeditious manner in order to keep the by the Contractor and approved by Hawaii Gas.

support and protection for gas pipelines exposed in the trench shall be provided pipelines, conduits, ductlines, or other facilities shall be 12 inches. Adequate

7. Minimum vertical and horizontal clearance between the gas pipelines and other done by Hawaii Gas with payment for this work to be borne by the Contractor.

any damage to Hawaii Gas’ facilities. Repair work on such damage shall be telephone number is 535-5933, 24 hours a day. The Contractor shall be liable for caused to existing gas pipelines, coatings, or its cathodic protection devices. The

6. The Contractor shall notify Hawaii Gas immediately after any damage has been gas facilities shall be done by Hawaii Gas and paid for by the Contractor.

permits, and restore pavement, sidewalks, and other facilities. Any relocation of

Contractor shall provide the necessary excavation and backfill, obtain traffic

(5) working days before starting work. The telephone number is 594-5574. The

5. For relocation of any gas pipeline, the Contractor shall notify Hawaii Gas five

CONSTRUCTION NOTES FOR GAS FACILITIES (CONT)

shall be select cushion material approved by Hawaii Gas.

of a representative of Hawaii Gas. All backfill within six inches of any gas pipeline

4. The contractor shall excavate and backfill around gas pipelines in the presence existing gas pipelines. The telephone number is 811 or 1-866-423-7287.

(5) working days before starting excavation to arrange for field location of the obtaining written clearance, shall call Hawaii One Call Center a minimum of five

3. Since gas line locations on field maps are approximate, the Contractor, after excavation near these gas pipelines.

Department, 515 Kamakee Street, at least five (5) working days prior to starting

2. Written clearances must be obtained from Hawaii Gas, Maps and Records pipelines.

protected. The Contractor shall be extremely careful when working near these gas

Hawaii Gas’ pipelines in the project area are plastic coated and cathodically 1.

CONSTRUCTION NOTES FOR GAS FACILITIES

FACILITIES ON THIS SHEET.

SEE CONSTRUCTION NOTES FOR GAS

CONSTRUCTED AND FULLY OPERATIONAL.

AFTER ALL PLUMBING LINES FOR B155 ARE

THIS DEMOLITION WORK SHALL ONLY BEGIN

GAS TANKS AND 5 FEET AWAY FROM B155).

AT BOTH ENDS (TEE AT EXISTING PROPANE

EXISTING GAS LINE TO BE CUT AND PLUGGED 3.

SHALL BE REMOVED AT THE JOINTS.

CONCRETE PAVEMENT IN THE ROADWAY 2.

CHWS/R LATERALS.

HW, 2" HWR) LATERAL AND TWO SETS OF 4"

BLDG 155 INCLUDE ONE PLUMBING (4" CW, 4"

WATER RETURN LINES. EXISTING STUBOUTS TO

RETURN, COLD WATER, HOT WATER, AND HOT

CHILLED WATER SUPPLY, CHILLED WATER

EXISTING MECHANICAL UTILITY LOOP INCLUDES 1.

NOTES:

Y O

S H

IN

A G

A J

O N K P

O H

N K J

N E

L

A A

A A

A A

SCALE : 1"=20'

40'10'0 20'

SCALE: 1"=20'

A1

EXISTING CONDITIONS AND DEMOLITION PLAN

EXST TILE WALKWAY

DEMO AND REMOVE

EXST CONC SIDEWALK

DEMO AND REMOVE

EXST CONC SIDEWALK

DEMO AND REMOVE

EXST CONC SIDEWALK

DEMO AND REMOVE

EXST MECH PAD

DEMO AND REMOVE

UTILITY PITS

EXST ABANDONED

DEMO AND REMOVE

EXST CONC PAVEMENT

DEMO AND REMOVE

AND NOTE 1

SEE UTILITY PLAN

PAST BLDG CONN

EXST PLUMBING LINES

DEMO AND REMOVE

EXST CONC PAVEMENT

DEMO AND REMOVE

UTILITY PITS

EXST ABANDONED

DEMO AND REMOVE

DRAIN INLET

EXST ABANDONED

DEMO AND REMOVE

AND CURB

EXST CONC SIDEWALK

DEMO AND REMOVE

UTILITY PITS

EXST ABANDONED

DEMO AND REMOVE

LIMITS

PROJECT

LIMITS

PROJECT

LIMITS

PROJECT

NN

EXST CONC SIDEWALK

DEMO AND REMOVE

EXST CONC SIDEWALK

DEMO AND REMOVE

UTILITY PITS

EXST ABANDONED

DEMO AND REMOVE

EXST 4" WATER LINE

ABANDON-IN-PLACE

AND BACKFLOW PREVENTER

WATER VALVE, 4" WATER LINE,

DEMO AND REMOVE EXST

1-CONC BLK

EXST 4" WATER LINE.

CUT AND CAP

AND NOTE 1.

SEE UTILITY PLANS

PAST BLDG CONN

EXST CHW S/R LINES

DEMO AND REMOVE

AND NOTE 1.

SEE UTILITY PLAN

PAST BLDG CONN

EXST CH W S/R LINES

DEMO AND REMOVE

CONC CURB

REMOVE EXST

BEGIN DEMO AND

EXST CONC CURB

END DEMO AND REMOVE

TELCOM/ ELECT DWGS.

REQUIRED. SEE

AND CONC CURB AS

AC PAVEMENT

DEMO AND REMOVE

COVER TO REMAIN

EXST SMH AND

LINE

EXST 4" WATER

CUT AND CAP

EXISTING 8" SEWER

ABANDON-IN-PLACE

FROM B155.

SEWER LATERAL

PLUG EXISTING

GAS TANKS

PROPANE

EXISTING

PLANT TO REMAIN.

TO CENTRAL UTILITY

FROM PROPANE TANKS

EXISTING GAS LINE

SEE NOTE 3.

GAS LINE.

EXISTING

CUT AND CAP

EXISTING GAS LINE, SEE NOTE 3.

ABANDON-IN-PLACE

GAS TANKS. SEE NOTE 3.

TO EXISTING PROPANE

EXISTING GAS LINE

ABANDON-IN-PLACE

TO B155. SEE NOTE 3.

EXISTING GAS LINE

ABANDON-IN-PLACE

SEE NOTE 3.

GAS LINE.

EXISTING

CUT AND CAP

POSTS TO REMAIN.

EXISTING SIGN PANEL.

DEMO AND REMOVE

POSTS TO REMAIN.

EXISTING SIGN PANEL.

DEMO AND REMOVE

EXST CONC STEP

DEMO AND REMOVE

EXST CONC STEPS

DEMO AND REMOVE

Pipe(2")

LP

SLB

Tree

D=2'

H=30'

S=30'

LP

SLB

TP

SMH

LP

SLB

CLF

H=6'

GP(4)

LP

SLB

TP#1/11T

Sign

"Stop" Tree

D=4.5'

H=70'

S=50'

Tree

D=3.5'

H=70'

S=50'

Tree

D=3'

H=70'

S=50'

Tree(2)

D=4'

H=70'

S=50'

Tree

D=3'

H=70'

S=50' Tree

D=2.5'

H=70'

S=50' Tree

D=2'

H=70'

S=50'

LP

SLB

LP

SLB

SLB

LP

LP

SLB

Panel

Box(3)

Panel

Box

Pipe(4")

Panel

Box

Coconut

Electric

Panel

Util. Box

T=865.55

HC=863.05

Electric

Panel

Sign

"Headquarters 2nd..."

Hedge(2)

Hedge

Hedge

Tree

D=1'

H=20'

S=15'

Door

Door

Door

Stairs

Hedge

Hedge

HB

O H U

LP

Hedge

Xfrmr.

HECO

Box

HECO

Box

Banyan

Tree Cluster

Grass

Sta. "BANYAN"

Mag Nail

Elev.=867.06

Sta. "WAIANAE"

Mag Nail

Elev.=865.10

H=70'

S=120'

Banyan

Tree Cluster

H=70'

S=120'

TC=865.17

BC=864.87

LP

"Waianae Ave. 2-way Traffic"

SLB

S=25' S=25'

EB

T=865.04

TS=862.89

FH

S=20'

F E

V F E

V F E

V

H

Y D

H

Y DH

Y D

Pipe(2")

SMH

T=863.98

Inv.=852.01(8")

SMH

T=863.80

Inv.=859.04(8")

Door

CO

Pipe(1")

Pipe(4")

FH

WV

T=864.12

TS=863.54

Tel. Box

T=863.35

HC=861.25

LC=859.85

HB

Air

Conditioner

Panel

Box(5)

Box "C"

T=864.32

HC=863.77

LC=863.32

ICV

T=864.67

TP=864.32

CBMH

T=863.45

Inv.=860.27(10")

Sign

"Stop"

GTE

Box

SLB

Coconut(2)

Coconut

Coconut(2)

Coconut

Coconut

HT Box

T=864.13

HC=862.10

Grill

WMH

T=863.87

TP=861.44(6")

Coconut

Hedge(4)

Sign

"Stop" D=4.5'

H=70'

S=50'

Tree

D=3.5'

H=70'

S=50'

Tree

D=3'

H=70'

S=50'

Tree(2)

D=4'

H=70'

S=50'

Panel

Box(3)

Coconut

Electric

Panel

Util. Box

T=865.55

HC=863.05

Electric

Panel

Sign

"Headquarters 2nd..."

Hedge(2)

Hedge

Hedge

Tree

D=1'

H=20'

S=15'

Door

Door

Door

Stairs

CBMH

T=862.87

Inv.=857.61

Sign

Royal Palm

Electric

Panel(3)

Electric

Panel

Pipe(4")

Door

Panel

Box(3)

Air

Conditioner(2)

ICV

T=863.98

TP=863.18

ICV

Conc.

Pad

Util. Box

T=864.35

BT=862.85

Pipe(2")

Vent

Royal Palm

Hedge(4)

Hedge(7)

Pipe(2")(2)

Royal Palm

HedgeHedge

Sign

"Speed Limit 10"

Hedge

Hedge

HB

LP

Hedge Hedge

Hedge

Panel

Box(4)

Royal Palm Royal Palm

Drywell

T=864.28

TP=863.58

BT=863.48

Pipe(2")

HB HB

Hedge

Door

Panel

Box

O H U

SMH

T=864.79

Inv.=853.12(8")

Inv.=852.52(12")

SMH

T=864.46

Inv.=852.20(12")

SMH

T=865.23

Inv.=859.76(Drop 6")

Inv.=853.76(6")

Inv.=853.02(12")

SMH

T=864.20

Inv.=851.69(12")

SMH

T=863.67

Inv.=854.50

Inv.=852.07(Drop)

Inv.=851.36(12")

SMH

T=863.72

Inv.=851.05(12")

T=864.17

TS=859.95

SMH

T=863.58

Inv.=860.08(4"In)

Inv.=859.81(8"Out) Xfrmr.

Hedge

Util. Box

T=865.22

HC=861.92

Sign

"Headquarters 225..."

H e d g e

Hedge

HedgeStairs

Tree

D=1'

H=20'

S=20'

Panel

Box(4)

Pipe(2")(4)

WM

T=863.37

TS=862.92

Hedge

W o o d e n

F e n

Tile Wall

Tile Wall

Panel

Box

Pipe(2")(4)

DI

T=862.40

Inv.=856.04(18")

Comm. Box

SLB

Building

Grass

Grass

Grass

Grass

Sta. "WAIANAE"

Mag Nail

Elev.=865.10

WV

T=863.49

TS=861.64

FH

Sign

"Speed Limit 25"

Sign

"Speed Limit 15 When Pass...."

TP

LP

Sign

"Waianae Ave 2-way..."

Tel. MH

Utility

Box

Hedge Hedge

Hedge

Hedge

EP#B-49

Norfolk

D=2'

H=70'

S=25'

Norfolk

D=2'

H=70'

S=25'

Norfolk

D=2'

H=70'

S=25'

Sign

Norfolk

D=3'

H=75'

S=25'

Sign

"Stop"

GP#B-3

TC=865.17

BC=864.87

LP

Sign

"Waianae Ave. 2-way Traffic"

SLB

Norfolk

D=2'

H=80'

S=25'

Norfolk

D=2'

H=80'

S=25'

TMH

Utility

Box

EB

WV

T=865.04

TS=862.89

FH

Norfolk

D=2'

H=80'

S=20'

Breezway

Building

Building LanaiBuilding Lanai

Waianae Avenue

UP

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING NO PARKING NO PARKING NO PARKING

NO PARKING

NO PARKING NO PARKING NO PARKING

D

2 3

C

4 5

A

B of Engineers

US Army Corps

/1

/2

:0

:2

P

M D

A T

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M O

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E S h e e t p w \C

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O H

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S c h o fi e ld B a rr a c k s \S

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S S

IT

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P L

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A B

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A N

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A L in e W e ig h ts c p w -w o rk \p o h -1 \j e c e h l\ d \P

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A V

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S O

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C

O N

T R

A C

T N

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L O

C A

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IO

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SHEET OF

project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

of Engineers

US Army Corps

C K

D B

Y

IDENTIFICATION

SHEET

D E

S

IG

N E

D B

Y

D W

N B

Y

S U

B M

IT

T E

D B

Y

F

IL

E N

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B E

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P L

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A T

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C A

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P P

R

ANSI D 22 x 34

-1

-5

S

E P c e

S I

D

J Y

T H

CS101

F O

R T S

H A

F T

E R

H I -5

D E

S

IG

N B

R A

N C

H

B U

IL

D

IN

G

HONOLULU DISTRICT

H O

N O

L U

L U D

IS

T R

IC

T

U S A

R M

Y C

O R

P S O

F E

N G

IN

E E

N O

L U

L U

H A

W A

II

B L

D G

B L

D G

R E

P A

IR

B

U

IL

D

IN

G

Q U

A D B

F Y P

K G A -0

S C

H O

F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W A

II

S

IT

E P

L A

N

4 SP @ 11.5' = 46.0' 16.4' 24.7' 3 SP @ 12.5' = 37.5' 38.4'111.2'11.7'

.9

.0

.5

.2

.9

14.6'

12.0'

.9

.9 ' 1 .9

.9

.0

.8

.0

.2

.2

.2

.5

.0

.9

.7

.2

5.0'

.9

7.8'5.0'

.7

5.0'

.2

2.9'

.0

.5

.0

.6

.5

.0

.0

.4

16.0'

.0

37.0'

.4

10.1'

BLDG #155

.0

.2

6.6'

LEGEND

JOINTING

PAVEMENT

CONTRACTION JOINT, SEE DETAIL

CONTRUCTION JOINT, SEE DETAIL

EXPANSION JOINT, SEE DETAIL

CONSTRUCTION JOINT,…