02_DwgsQuadD_02a-C_1of2.pdf

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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

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IDENTIFICATION

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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

EXIST, EX

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 VALVE

SUBGRADE GRADE BELOW GRAVELSG

EXISTING ELECTRICAL LINEE/ELEC

EXISTING GAS LINEE/GL

EXISTING SEWER LINEE/SL

EXISTING WATER LINEE/WL

GENERAL NOTES:

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

ABBREVIATIONS:

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

Bn BATTALION

Co

COMMANDING OFFICER

COMPANY

CSM COMMAND SERGEANT MAJOR

XO EXECUTIVE OFFICER

Sgt SERGEANT

ADA AMERICANS WITH DISABILITIES ACT

DCVBP

BACKFLOW PREVENTER

DOUBLE CHECK VALVE

RPBP

BACKFLOW PREVENTER

REDUCED PRESSURE

LEFEV

FUEL-EFFICIENT VEHICLE

LOW-EMITTING/

WATER NOTES:

TRAFFIC CONTROL PLAN NOTES:

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

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

DIRECTORATE OF PUBLIC WORKS

& CONVENIENCE NOTES:

PUBLIC HEALTH SAFETY

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.

LC

RCP REINFORCED CONCRETE PIPE

DIP DUCTILE IRON PIPE

PIV

PKG PARKING

SW SIDEWALK

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

9. 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

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

THE ASSEMBLY.

TESTER; THE DATE OF THE TEST; AND THE TYPE OF SERVICE OVERSEEN BY

NUMBER OF THE ASSEMBLY; THE NAME AND CERTIFICATION NUMBER OF THE

INCLUDE THE LOCATION, SIZE, MANUFACTURER, MODEL NUMBER, AND SERIAL

PROVIDED TO THE DPW WATER SYSTEM MANAGER. TEST RESULTS SHALL

ON THE DPW BFPA TEST FORM OR AN ACCEPTABLE EQUIVALENT AND

RECOGNIZED AND APPROVED BY DPW. TEST RESULTS SHALL BE RECORDED

ASSEMBLY AND WHOSE CERTIFICATION IS FROM AN ORGANIZATION

TEST SHALL BE CONDUCTED BY A TESTER CERTIFIED TO TEST THAT TYPE OF

7. ALL BFPA'S SHALL BE TESTED WITHIN FIVE DAYS OF INSTALLATION. THIS

COMMENCES.

PROVIDED SEVEN DAY ADVANCED NOTIFICATION BEFORE TESTING

PRESENT TO OBSERVE PRESSURE TESTING. BOTH PARTIES SHALL BE

6. PRESSURE TESTS: THE DPW AND THE CORPS OF ENGINEERS (COE) SHALL BE

COORDINATED WITH THE DPW WATER SYSTEM MANAGER.

BE APPROVED BY DPW OPERATIONS AND MAINTENANCE DIVISION AND

APPROVED BY THE DPW WATER SYSTEM MANAGER. WATER OUTAGES SHALL

5. WATER OUTAGES SHALL BE LIMITED TO SIX HOURS, UNLESS OTHERWISE

DISTRIBUTION SYSTEMS.

LEAST FIVE (5) YEARS EXPERIENCE WORKING ON THE EXTERIOR WATER

CONTRACTOR'S PERSONNEL (SUPERVISOR AND PLUMBERS) SHALL HAVE AT

THE COMMENCEMENT OF ANY WORK BEING PERFORMED. THE

CERTIFICATIONS AND PLUMBING LICENSES UPON REQUEST AND PRIOR TO

THE CONTRACTOR SHALL PROVIDE COPIES OF ALL REQUIRED DSO GRADE III 4.

OBSERVING THE WORK.

IN ADDITION TO A LICENSED JOURNEYMAN PLUMBER DIRECTLY ON SITE AND

OF HAWAII DISTRIBUTION SYSTEM OPERATOR (DSO) GRADE III CERTIFICATION

TASKS ON DPW'S WATER DISTRIBUTION SYSTEM WITHOUT A CURRENT STATE

AT NO TIME SHALL APPRENTICE-LEVEL PERSONNEL BE ALLOWED TO EXECUTE 3.

OPERATED BY THE CONTRACTOR.

AT NO TIME SHALL DPW'S FIRE HYDRANTS OR WATER MAIN VALVES BE 2.

NOTIFICATION PRIOR TO THE REQUEST.

WATER DISTRIBUTION SYSTEM. DPW SHALL BE PROVIDED SEVEN DAYS

THE CONTRACTOR SHALL NOT BE ALLOWED TO HANDLE OR OPERATE THE 1.

KEPT TO LESS THAN ONE ACRE.

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

HAWAII GAS, INCLUDING THE CUT AND CAP OF THE LIVE GAS LINE.

GAS PIPING. CONTRACTOR SHALL COORDINATE ALL GAS PIPING WORK WITH

HAWAII GAS IS THE ONLY COMPANY AUTHORIZED TO WORK ON UNDERGROUND

21. ALL UNDERGROUND GAS PIPING IS OWNED AND MAINTAINED BY HAWAII GAS.

ADDITIONAL COST TO THE GOVERNMENT.

AND APPROVALS REQUIRED FOR CONSTRUCTION OF THIS PROJECT AT NO

20. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS

SANITARY SEWER SYSTEMS.

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

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

START OF ANY EXCAVATION OR GRADING ACTIVITIES.

18.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

17. CONTRACTOR SHALL PROTECT ALL EXISTING TREES NOT IDENTIFIED FOR

OCCUPANTS OF ADJACENT FACILITIES.

UTILITY WORK) DO NOT IMPEDE VEHICULAR OR PEDESTRIAN ACCESS FOR

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

COMPLETE AS SHOWN IN THE CONTRACT DOCUMENTS.

REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS IN PLACE AND

15. THE CONTRACT BID SHALL BE INCLUSIVE OF ALL MISCELLANEOUS ITEMS

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

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

FEBRUARY 2008.

& 451, SCHOFIELD BARRACKS, OAHU, PERFORMED BY SAM O. HIROTA, INC. DATED 5

13. TOPOGRAPHIC SURVEY FOR FY11 MCA PN52269 QUAD D WBR PH3B BUILDING 450

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

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

CONTRACTOR SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY.

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

INTO EXISTING DRAINAGE SYSTEMS STREETS OR NATURAL WATERCOURSES.

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

11. 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

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

CONSTRUCTION OPERATION.

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

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

COST TO THE GOVERNMENT. THE CONTRACTOR IS ALSO REQUIRED TO RESTORE

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

DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION OPERATION,

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

9. 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

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

EXPENSE AND ONLY WITH THE APPROVAL OF THE CONTRACTING OFFICER.

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

REQUIRED FOR THE CONTRACTOR'S CONVENIENCE, INTERRUPTION OF SERVICE

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

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

CONTRACTOR.

DAMAGE TO THE EXISTING UTILITIES SHALL BE REPAIRED AND PAID FOR BY THE

CONSTRUCTION UNLESS SPECIFIED ON THE PLANS TO BE ABANDONED. ANY

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

6. 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

5. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR UTILITIES SUCH AS

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

4. 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

THE CONTRACTOR SHALL MAKE INDEPENDENT CHECK TO ASCERTAIN THEIR EXACT

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

3. 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

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

THE APPROVED PLANS IN CONJUNCTION WITH THE UFGS SPECIFICATIONS.

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

COSA LIMITS

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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

Y

D W

N B

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Y hedge(h=6') monkey pod d=4.0 h=50 s=90 mock orange (h=5') headquarters #449 sign mock orange (h=5')

T H R E E S T O R Y C O N C R E T E B U I L D I N G # 4 4 9 one way sign

CONCRETE SIDEWALK CONCRETE SIDEWALK

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(2)CONCRETE

WALLS

hedge (h=5') hibiscus (h=4.0') one way sign

TOP

OF

BANK

CONCRETE CURB

CONCRETE CURB

C O

N C

R E T E

S

ID

E W

A L K

CONCRETE SIDEWALK

C O

N C

R E

R B hedge (h=4')

TOP OF BANK

hedge (h=6') h e d g e

(h headquarters #449 sign bush h=6'

CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK

h e d g e

(h .0

TILE

BUILDING

C O

N C

R E T E

S

ID

E W

A L K

S T O

R Y

C O

N C

R E

IL

D

IN

G

S T E P

S T E P

``BUILDING 452"

SIGN

H=6.0

``building 452" sign h=6.0

C U

R B

C U

R B

S

W C

O N

C tulip d=6.0 h=49 s=32 african

CONCRETE

TOP

OF BANK

rubber d=1.5 h=20 s=10

(2)STEPS

one way, stop & no rt. turn sign hedge (h=4.5)

GUTTER

CONCRETE

CONCRETE

CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB CONCRETE CURB CONCRETE

CROSS-WALK

CROSS

WALK

R A I S E D P A V E M E N T M A R K E R SW A I A N A E A V E N U E

milo d=1.5 h=32 s=40 c o c o d .2 h

S

S

D

S

D

S

S

S

D

D

S

S

S shed

BOULDER

N O P

A R

K

IN

G

N O P

A R

K

IN

G

NO PARKING NO PARKING NO PARKING NO PARKING

NO PARKING NO PARKING NO PARKING NO PARKING

monkey pod d=4.0 h=50 s=90 hibiscus (h=4.0') tree d=2.0 h=20 s=18

CONCRETE

SLAB

hibiscus (h=4.0')

TILE

BUILDING

C O

N C

R E T E

S

ID

E W

A L K

CONCRETE CURB

TOP

OF BANK

S shed

AREA

FITNESS

BOULDER

E

C J

E

C H

E N S P

O H

A N

S I

D

N K J

N

C L

T H

:1

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F O

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HONOLULU DISTRICT

H O

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C H

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C K

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A D D

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F T S

H A

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P S O

F E

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IN

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B L

B L

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 17.

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 16.

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, 15.

CONTROL MATTING SHALL BE INSTALLED.

FOR SLOPES STEEPER THAN 3:1 (HORIZONTAL:VERTICAL), EROSION 14.

TEMPORARILY STABILIZED.

LOG AND MAP SHALL BE USED TO IDENTIFY AREAS THAT SHALL BE

AREAS WHEN MAJOR GRADING ACTIVITIES ARE OCCURRING. THE DAILY

SHALL KEEP A DAILY GRADING LOG AND MAP IDENTIFYING DATES OF

WITHIN 14 CALENDAR DAYS OF INITIAL DISTURBANCE. THE CONTRACTOR

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.

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.

INGRESS/EGRESS TO HIS STAGING AREA PER DETAIL B1, SHEET CG501.

COR. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION

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.

NOT START UNTIL THOSE REQUIREMENTS ARE MET.

REVISED HAR CHAPTER 11-55 APPENDIX C. THE CONSTRUCTION SHALL

POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE

WORK. THE CONTRACTOR SHALL PREPARE THE STORM WATER

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:

E R

O S

IO

N C

O N

T R

O L A

N D C

O S

A P

L A

N

COSA AREA

COSA AREA

F O

R C

O N

T

IN

U A

T

IO

N

M A

T C

H L

IN

E S

E E I

N S

E T A

COSA AREA

A N

D C

O S

A P

L A

N F

O R C

O N

T

IN

U A

T

IO

N

M A

T C

H L

IN

E S

E E E

R O

S

IO

N C

O N

T R

SCALE : 1"=20'

40'10'0 20'

SCALE: 1"=20'

A1

NN

C1

C-003

SEE DETAIL

STABILIZED ENTRANCE

SEE DETAIL

SILT FENCE

SILT FENCE

A3

SEE DETAIL

PROTECTION, TYP

DRAIN INLET

SEE DETAIL

SEE DETAIL

SEE DETAIL

PROTECTION, TYP

DRAIN INLET

SCALE : 1"=20'

A5

INSET AEROSION CONTROL AND COSA PLAN

E

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HONOLULU DISTRICT

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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

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P L

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A T

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ANSI D 22 x 34

-1

-5

R T

A J

U L

Y

SLOPE

LIMITS OF GRADING

MASS GRADE

GROUND (ONSITE MATERIAL)

BACKFILL TRENCH & COMPACT

8"X12" TRENCH

MATERIAL IN

BURY BOTTOM OF FILTER

A1

NOT TO SCALE

SILT FENCE DETAIL

ELEVATION

FRONT

(TYP)

6' MAX

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

APPLICATIONS:

UNPAVED AREAS WHERE SEDIMENT TRACKING OCCURS FROM SITE ONTO PAVED ROADS.

ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS.

INSTALLATION / APPLICATION CRITERIA:

PROVIDE AMPLE TURNING RADII AS PART OF ENTRANCE.

LENGTH SHOULD BE 25-FOOT MINIMUM, AND COVERED THE ENTIRE WIDTH (20' MIN.).

MINIMUM DEPTH OF STONES SHOULD BE 8 INCHES.

STONES SHOULD BE 1-3 INCHES.

CONSTRUCT ON LEVEL GROUND WHERE POSSIBLE.

MAINTENANCE REQUIREMENTS:

REMOVE GRAVEL AND FILTER FABRIC AT COMPLETION OF CONSTRUCTION.

REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS WITHIN 24 HOURS.

REPLACE GRAVEL MATERIAL WHEN SURFACE VOIDS ARE VISIBLE.

INSPECT MONTHLY AND AFTER EACH RAINFALL.

C1

P U B

LI

C R

O A D

H A R

D S

U R F A C E

FILTER FABRIC

AGGREGATE

1" TO 3" COARSE

NOT TO SCALE

STABILIZED CONSTRUCTION ENTRANCE DETAIL

(2 0' M

IN

O F E

N T R

A N C E

SEDIMENT FILTER

SEWN INSIDE

3" DIA. PERF. PVC PIPE

WHEN EVENT PASSES.

ABOVE NORMAL RAINFALL EVENTS AND REPLACE THEM

THE CONTRACTOR SHALL REMOVE FILTERS AT TIMES OF

DRAWINGS.

MAINTAINED AT EXISTING CATCH BASINS INDICATED ON THE

SEDIMENT CONTROL FILTERS SHALL BE CONSTRUCTED AND

BASIN

EXIST. CATCH

RECOMMENDATIONS

SILT FENCE INSTALL PER MANUFACTURER'S

O.C., MAX.

STAKE @ 5'

WOODEN

2"X4"

FASTENERS @ 6" O.C.

SCREWED TO EACH STAKE WITH

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

EQUIVALENT

FABRIC OR

2"X2" 14 GAGE WIRE

STEEL FENCE POST

2"X4" WOOD POST BETTER OR EQUAL ALTERNATE:

WIRE.

STAPLES OR WIRE RINGS TO ATTACH FABRIC TO

FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE

E N T

IR

E W

ID

T H

50' MIN

2'-6"

12"

2 3

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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

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Y

F

IL

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ANSI D 22 x 34

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Y hedge(h=6') monkey pod d=4.0 h=50 s=90 hibiscus (h=6') mock orange (h=5') headquarters #449 sign

CONCRETE

SIDEWALK

mock orange (h=5')

T H R E E S T O R Y C O N C R E T E B U I L D I N G # 4 4 9 one way sign

(2)CONCRETE

WALLS

hedge (h=5')

SIDEWALK

hibiscus (h=4.0') one way sign

TOP

OF

BANK

CONCRETE CURB

CONCRETE CURB

C O

N C

R E T E

S

ID

E W

A L K

CONCRETE SIDEWALK

C O

N C

R E

R B hedge (h=4')

TOP OF BANK

hedge (h=6') h e d g e

(h headquarters #449 sign bush h=6'

CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK

h e d g e

(h .0

D24" rubber d=2.0 h=20 s=20 palm d=2.0 h=16

S O

ID

W

IT

E

S T R

IP

IN

G

TILE

BUILDING

C O

N C

R E T E

S

ID

E W

A L

C O

N C

R E T E

C U

R B tree

S T E P

S T E P

BRICK HEADER

``BUILDING 452"

SIGN

H=6.0

``building 452" sign h=6.0 hibiscus hedge (h=4')

C U

R B

C O

N C

R E T E

C U

R B

C O

N C

R E T E

S

W C

O N

C s

AC RAMP

tulip d=6.0 h=49 s=32 african

CONCRETE

WALKWAY

CONCRETE

TOP

OF BANK

rubber d=1.5 h=20 s=10

(2)STEPS

one way, stop & no rt. turn sign hedge (h=4.5)

GUTTER

CONCRETE

D24"

D

D24"

D

D

CONCRETE

CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB CONCRETE CURB CONCRETE

CROSS-WALK

CROSS

WALK

R A I S E D P A V E M E N T M A R K E R S

W 8"

3/ 4"

G

U E

U E

S

S

S

W A I A N A E A V E N U E

S10"

S

S

S

S

U/E

U/E U/E

U/E

U/ E

D

D12"D10" coco d=1.7 h=49 coco d=1.5 h=49 pine d=.7 h=8 milo d=1.5 h=32 s=40 c o c o d .2 h

D36" D36"

D

D

D

D48"

D

D

S

3/4"G

"G

R

3/4"G

R3/4"G

"G

W4"

S

S

D

S

D

S

S

W

S

D

W

W W

W

W W

E/W12E/W12 E/W12

W

W

W

WW

D

S

S

W

W

W

S

S

W

W shed

BOULDER

AB

AB

AB

AB

AB

AB

AB

A B

A B

A B

A B

A B

A B

A B

AB AB AB AB AB AB

A B

A B

A B

A B

A B

ABAB

A B

A B

A B

ABAB

A B

A B

A B

A B

A B

A B

AB

AB

A B

A

CONCRETE

WALKWAY

bldg.#451 tree d=1.0 h=16 s=17 palm d=0.6 h=17

"G

3/4"GR

"G

S

W

D

D

W

A B

A B

A B

A B

A B

A B

A B

A B

A B

E

C J

E

C H

E N S P

O H

A N

S I

D

N K J

N

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IT

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N A

N D R

E M

O V

A L P

L A

N :1

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N B

R A

N C

H

B U

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D

IN

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F O

R T S

H A

F T

E R

H I -5

CD101

DEMOLITION AND REMOVAL PLAN

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

R E

P A

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B

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D

IN

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Q U

A D D

F Y P

K G A -0

HONOLULU DISTRICT

H O

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W A

II

U S A

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Y C

O R

P S O

F E

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IN

E E

R S

B L

B L

INSET A

FOR CONTINUATION

MATCHLINE: SEE INSET A

AND REMOVAL PLAN FOR CONT.

MATCHLINE: SEE DEMOLITION

SCALE : 1"=20'

DEMOLITION AND REPLACEMENT BUT CONTINUE TO OPERATE THROUGH CONSTRUCTION PERIOD.

STOP LIGHTS AND STOP SIGNS SHALL BE TEMPORARILY RELOCATED FOR SIDEWALK2.

DAMAGING SAFETY LOOPS AND ELECTRICAL WIRING AROUND BARRIER FOUNDATIONS.

EXISTING CRASH-RATED BARRIERS TO REMAIN. EXTRA CARE SHALL BE TAKEN TO AVOID1.

NOTES:

NN

40'10'0 20'

SCALE: 1"=20'A1

EXST 1" GAS LINE

ABANDON-IN-PLACE

EXST 1" GAS LINE

ABANDON-IN-PLACE

EXST 3/4" GAS LINE

ABANDON-IN-PLACE

AT EXST DRAIN INLET

CUT AND PLUG EXST 12" DRAIN LINE

2' BEFORE TEE

GAS LINE

EXST 3/4"

CUT & CAP

2' BEFORE TEE

GAS LINE

EXST 1"

CUT & CAP

2' BEFORE BEND

3/4" GAS LINE

CUT & CAP EXST

2' PAST REMOVED RPBP

CUT AND CAP EXST 2" WATER LINE

DEMO AND REMOVE EXST RPBP

EXST CONC CURB

SAWCUT, DEMO AND REMOVE

EXISTING CURB INLET

DEMO AND REMOVE

EXST AC PAVEMENT

SAWCUT, DEMO, AND REMOVE

EXST 2" WATER LINE

ABANDON-IN-PLACE

3' FROM WATER MAIN

CUT AND CAP EXT 2" WATER LINE

REMOVE EXST WATER VALVE

DEMO AND REMOVE EXST CURB

CONC CURB

EXST AC PVMT AND

AND REMOVE

SAWCUT, DEMO,

EXISTING AC PAVEMENT

DEMO AND REMOVE

EXST CURB

DEMO AND REMOVE

AND AC PAVEMENT

EXST CONC CURB

SAWCUT, DEMO, AND REMOVE

CURB, AND GUTTER

EXISTING CONC SIDEWALK,

DEMO AND REMOVE

EXISTING 6" SEWER LINE

DEMO AND REMOVE

EXST 4" DRAIN LINE

DEMO AND REMOVE

EXISTING 4" CHW LINE

DEMO AND REMOVE

EXST AC PAVEMENT

SAWCUT, DEMO, AND REMOVE

EXST CONC CURB

AND REMOVE

SAWCUT, DEMO,

DEMO AND REMOVE EXST 2" WATER LINE

EXST CONC PAVEMENT

SAWCUT, DEMO, AND REMOVE

UTILITY BOXES, TYP

DEMO AND REMOVE EXISTING

EXST CONC CURB

SAWCUT, DEMO, AND REMOVE

CONC SIDEWALK

DEMO AND REMOVE EXISTING

AC PAVEMENT

CONC CURB, AND

CONC SIDEWALK,

EXISTING

DEMO AND REMOVE

12" DRAIN LINE

EXISTING

DEMO AND REMOVE

AC PAVEMENT

EXISTING

DEMO AND REMOVE

SEWER LINE

EXISTING 6"

DEMO AND REMOVE

3/4" GAS LINE

DEMO AND REMOVE EXST

AND CURB INLET

EXST 6" DRAIN LINE

DEMO AND REMOVE

CURB INLET

REMOVE EXST

DEMO AND

SIDEWALK AND CURB

EXISTING CONC

DEMO AND REMOVE

EXST 2" WATER LINE

DEMO AND REMOVE

BOXES, TYP

EXST UTILITY

DEMO AND REMOVE

3/4" GAS LINE

REMOVE EXST

DEMO AND

AT EXST DRAIN INLET

SEWER LINE

CUT & PLUG EXST 6"

AT EXST DRAIN INLET

4" DRAIN LINE

CUT & PLUG EXST

AT EXST SMH

6" SEWER LINE

CUT & PLUG EXST

AND 6" DRAIN LINE

DRAIN MANHOLE

REMOVE EXST

DEMO AND

AT EXST DRAIN INLET

6" DRAIN LINE

CUT & PLUG EXST

CONNECTION

CUT & PLUG AT EXST TEE

WATER LINE BETWEEN CAPPINGS.

ABANDON-IN-PLACE EXST 2"

EXST BACKFLOW PREVENTER.

REMOVE EXST WATER VALVE AND

3' FROM WATER MAIN. DEMO AND

OF BACKFLOW PREVENTER, AND

2' PAST CURB, 2' ON EITHER SIDE

CUT & CAP EXST 2" WATER LINE

AND MANHOLE

SEWER LINE BETWEEN CAP

ABANDON-IN-PLACE EXST

1' PAST CURB

CUT & CAP EXST 6" SEWER LINE

DRAIN INLET

BETWEEN CAP AND

EXST DRAIN LINE

ABANDON-IN-PLACE

4" DRAIN LINE

CUT & CAP EXST

SEWER MANHOLE

BETWEEN CAP AND

EXST SEWER LINE

ABANDON-IN-PLACE

6" SEWER LINE

CUT & CAP EXST

POSTS TO REMAIN

EXST SIGN PANEL

DEMO AND REMOVE

POSTS TO REMAIN

EXST SIGN PANEL

DEMO AND REMOVE

LIMITS

DEMOLITION

LIMITS

DEMOLITION

LIMITS

DEMOLITION

LIMITS

DEMOLITION

SEE NOTE 1

SEE NOTE 1

TRAFFIC LIGHT. SEE NOTE 2

EXISTING STOP SIGN AND

RELOCATE, AND REPLACE

REMOVE, TEMPORARILY

AND TRAFFIC LIGHT. SEE NOTE 2

AND REPLACE EXISTING STOP SIGN

REMOVE, TEMPORARILY RELOCATE,

TRENCHING

FOR ELEC LINE

AND AC PVMT

SIDEWALK,

EXST CONC CURB,

AND REMOVE

SAWCUT, DEMO,

EXST CONC STOOP

DEMO AND REMOVE

EXST WALKWAY AND STEP

DEMO AND REMOVE

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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

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C K

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IDENTIFICATION

SHEET

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ANSI D 22 x 34

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Y hedge(h=6') monkey pod d=4.0 h=50 s=90 hibiscus (h=6') mock orange (h=5') headquarters #449 sign mock orange (h=5')

T H R E E S T O R Y C O N C R E T E B U I L D I N G # 4 4 9 one way sign

(2)CONCRETE

WALLS

hedge (h=5') hibiscus (h=4.0') one way sign

TOP

OF

BANK

CONCRETE CURB

CONCRETE CURB

C O

N C

R E T E

S

ID

E W

A L K

CONCRETE SIDEWALK

C O

N C

R E

R B hedge (h=4')

TOP OF BANK

hedge (h=6') h e d g e

(h headquarters #449 sign bush h=6'

CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK

h e d g e

(h .0 rubber d=2.0 h=20 s=20 palm d=2.0 h=16

S O

IT

E

S T R

IP

IN

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TILE

BUILDING

C O

N C

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ID

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A L

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R E T E

C U

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S T O

R Y

C O

N C

R E

IL

D

IN

G tree

S T E P

S T E P

BRICK HEADER

``BUILDING 452"

SIGN

H=6.0

``building 452" sign h=6.0 hibiscus hedge (h=4')

C U

R B

C O

N C

R E T E

C U

R B

C O

N C

R E T E

S

W C

O N

C tulip d=6.0 h=49 s=32 african

CONCRETE

WALKWAY

CONCRETE

TOP

OF BANK

rubber d=1.5 h=20 s=10

(2)STEPS

one way, stop & no rt. turn sign hedge (h=4.5)

GUTTER

CONCRETE

CONCRETE

CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB CONCRETE CURB CONCRETE

CROSS-WALK

CROSS

WALK

R A I S E D P A V E M E N T M A R K E R SW A I A N A E A V E N U E

coco d=1.7 h=49 coco d=1.5 h=49 pine d=.7 h=8 milo d=1.5 h=32 s=40 c o c o d .2 h

S

S

D

S

D

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S

S

S shed

BOULDER

N O P

A R

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NO PARKING NO PARKING NO PARKING NO PARKING

NO PARKING NO PARKING NO PARKING NO PARKING

S S

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#449

BLDG

B L

D G

B L

D G

HONOLULU DISTRICT

S C

H O

F

IE

L D B

A R

R A

C K

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O A

H U

H A

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F Y P

K G A -0

H O

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B

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Q U

A D

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40'10'0 20'

SCALE: 1"=20'

A1

NEW PARKING STRIPING, TYP

SITE PLAN

3 4 5 6 7 8 10 11 12 13 14 17 189

NEW SEWER MANHOLE, TYP

NEW FIELD INLET, TYP

CURB, TYP

NEW CONC

NEW AC PAVEMENT, TYP

NEW CONC CURB

NEW CURB INLET

NEW CONC CURB, TYP

NEW CONC SIDEWALK

FOR TRANSFORMER

NEW CONC PAD

NEW AC PAVEMENT, TYP

EXISTING CRASH-RATED BARRIER

SIGN

PARKING

ADA

STALL

PARKING

MARKINGS

RESERVED PARKING

STALL

PARKING

MARKINGS

RESERVED PARKING

Bn CO

Bn XO

SIDEWALK

CONC

NEW 6' WIDE

SIDEWALK, TYP

AND 5' WIDE CONC

NEW CONC CURB

AND GUTTER

NEW CONC CURB NEW 5' WIDE CONC SIDEWALK

SIDEWALK, TYP

5' WIDE CONC

NEW CONC CURB AND

C-504

A4

C-503

A2

PARKING SIGN

CARPOOL/VANPOOL

B3

B3

SIGN

PARKING

LEFEV

C2

C-502

ADA CURB RAMP

NEW TYPE B

C3

D1

C-501

D1

C4

D2

D2

C-501

CURB

NEW CONC

TOTAL OF 10, TYP

STRIPE "NO PARKING" MARKING

LIMIT AS INDICATED

PAINT EXST CURB RED

STRIPING

NEW CROSSWALK

TOTAL OF 7, TYP

CONC WHEELSTOPS,

ADA

ADA

CARPOOL/VANPOOL

CARPOOL/VANPOOL

Co CO

Co XO

Co 1st Sgt

EFFICIENT VEHICLE

LOW-EMITTING/FUEL-

EFFICIENT VEHICLE

LOW-EMITTING/FUEL-

Bn CSM

Co CO

Co XO

Co 1st Sgt

Bn CSM

Bn XO

Bn CO

REPLACE EXST STOP SIGN AND STOP LIGHT

LIMITS

PROJECT

LIMITS

PROJECT

LIMITS

PROJECT

4' WIDE CONC SIDEWALK

NEW CONC CURB, AND

AC PAVEMENT REPAIR,

MARKING, TOTAL OF 4

NEW PAVEMENT ARROW

AC PAVEMENT REPAIR

AND STOP LIGHT

REPLACE EXST STOP SIGN

ADA PARKING STALLS

AND SIMILAR FOR STALLS 8, 9, 11-18

SEE A1/C-502 FOR RESERVED PARKING MARKING DETAIL FOR STALLS 7 & 10,

TOTAL OF 6, TYP

EXST JUNCTION BOX

DETAILS

FOR SIGN PANEL

SEE ARCH SHEETS

ON EXST POSTS

INSTALL SIGN PANEL

DETAILS

FOR SIGN PANEL

SEE ARCH SHEETS

ON EXST POSTS

INSTALL SIGN PANEL

A3

C-501

INDICATED

LIMIT AS

AND 8" WIDE CURB

NEW HANDRAIL

INDICATED

LIMIT AS

AND 8" WIDE CURB

NEW HANDRAIL

D3

D3

C-501

BARRIER

EXISTING CRASH-RATED

LIMIT AS INDICATED

PAINT NEW CURB RED

LIMIT AS INDICATED

PAINT NEW CURB RED

LIMIT AS INDICATED

PAINT NEW CURB RED

CURB

NEW CONC

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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

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IG

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D B

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D W

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ANSI D 22 x 34

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Y hedge(h=6') monkey pod d=4.0 h=50 s=90 hibiscus (h=6') mock orange (h=5') headquarters #449 sign mock orange (h=5')

T H R E E S T O R Y C O N C R E T E B U I L D I N G # 4 4 9 one way sign

(2)CONCRETE

WALLS

hedge (h=5') hibiscus (h=4.0') one way sign

TOP

OF

BANK

CONCRETE CURB

CONCRETE CURB

C O

N C

R E T E

S

ID

E W

A L K

CONCRETE SIDEWALK

C O

N C

R E

R B hedge (h=4')

TOP OF BANK

hedge (h=6') h e d g e

(h headquarters #449 sign bush h=6'

CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK

h e d g e

(h .0 rubber d=2.0 h=20 s=20 palm d=2.0 h=16

S O

IT

E

S T R

IP

IN

G

TILE

BUILDING

C O

N C

R E T E

S

ID

E W

A L

C O

N C

R E T E

C U

R B

S T O

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C O

N C

R E

IL

D

IN

G tree

S T E P

S T E P

1-STORY TILE BUILDING

BRICK HEADER

``BUILDING 452"

SIGN

H=6.0

``building 452" sign h=6.0 hibiscus hedge (h=4')

C U

R B

C O

N C

R E T E

C U

R B

C O

N C

R E T E

S

W C

O N

C tulip d=6.0 h=49 s=32 african

CONCRETE

WALKWAY

CONCRETE

TOP

OF BANK

rubber d=1.5 h=20 s=10

(2)STEPS

one way, stop & no rt. turn sign hedge (h=4.5)

GUTTER

CONCRETE

CONCRETE

CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB CONCRETE CURB CONCRETE

CROSS-WALK

CROSS

WALK

R A I S E D P A V E M E N T M A R K E R SW A I A N A E A V E N U E

MAG NAIL 822

ELEV=868.17

1622474.00 E

"Y" S/W 825

ELEV=868.24

coco d=1.7 h=49 coco d=1.5 h=49 pine d=.7 h=8 milo d=1.5 h=32 s=40 c o c o d .2 h

118041.04 N

"Y" CONC 822A

ELEV=868.52

1622501.08 E

118011.62 N

S

S

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S

S

S

D

D

S

S

S

S shed

BOULDER

N O P

A R

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N O P

A R

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IN

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NO PARKING NO PARKING NO PARKING NO PARKING

NO PARKING NO PARKING NO PARKING NO PARKING

E

C J

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CS401

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#449

BLDG

B L

D G

B L

D G

HONOLULU DISTRICT

S C

H O

F

IE

L D B

A R

R A

C K

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O A

H U

H A

W A

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F Y P

K G A -0

H O

N O

L U

L U D

IS

T R

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T

F T S

H A

F T

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H A

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P S O

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B

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A D D

9', TYP

22.55'

22.43'

.4

20'

H O

R

IZ

O N

T A

L C

O N

T R

O L P

L A

N

.1

0.79'

.9

2.65'

.1

.4

.5 T

Y P

7'11'

18.62'

.1

.3

11'

19.73'

.8

25.95'

.7

.9

.3

5'

.2

5.1'

4'

27.1'

'11'

11.98'

.7

36.07'

.8

31.68'100'100'100'23.61'

.6

.1

.4

44.15' 100' 100' 100' 19.14'

107.97' 113.63'

CURVE DATA IS CALCULATED TO THE ROADSIDE EDGE OF THE CURB.

NOTE:

.1

.5

27'

2.7'

36' 40'36'

.1

.2

15.71'

.7

.7 4'

R

SCALE : 1"=20'

NN

40'10'0 20'

SCALE: 1"=20'

A1

HORIZONTAL CONTROL PLAN

LIMITS

PROJECT

LIMITS

PROJECT

LIMITS

PROJECT

5 SPACED @ 9' = 45' 19 SPACED @ 9' = 171'

BEGIN HANDRAIL

END HANDRAIL

1 2 3 4 5 6 7 8 9 10

RADIUS PT

N

E

DATA

CURVE

R (FT)

Lc (FT)

C (FT)

16.83

13.28

12.94

118,379.40

1,622,496.92

45°12'48" 89°43'38"

16.75

26.23

23.63

118,342.99

1,622,539.27

89°54'09"

10.99

17.24

15.53

118,299.81

1,622,494.68

90°00'00"

15.71

14.14

118,228.17

1,622,507.17

90°00'00"

118,231.44

1,622,511.03

90°00'00"

118,072.22

1,622,695.94

90°00'00"

15.00

23.56

21.21

118,062.92

1,622,691.41

91°49'44"

10.93

17.53

15.71

118,062.50

1,622,769.82

13°24'16"

34.39

118,063.54

1,622,770.09

49°11'26"

15.09

12.96

12.56

118,113.01

1,622,808.32

5.00

10.00

7.85

7.07

5.00

7.85

7.07

8.05

8.03

END HANDRAIL

BEGIN HANDRAIL

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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

N B

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S U

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D24" s

D24"

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D

D

W 8"

3/ 4"

G

U E

U E

S

S

S

W A I A N A E A V E N U E

S10"

S

S

S

S

U/E

U/E U/E

U/E

U/ E

D

D12"D10" D36" D36"

D

D

D

D48"

D

D

S

3/4"G

"G

R

3/4"G

R3/4"G

"G

W4"

S

S

D

S

D

S

S

W

S

D

W

W W

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W W

E/W12E/W12 E/W12

W

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W

W

S

S

W

W

N O P

A R

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N O P

A R

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NO PARKING NO PARKING NO PARKING NO PARKING

NO PARKING NO PARKING NO PARKING NO PARKING

E

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#449

BLDG

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HONOLULU DISTRICT

H O

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A D D

20.98'

139°14'37"

.7

'3

57.21'

319°14'37"

.0

'3

.0

'3

.6

'3

.6

'3

13.72'

139°14'37" .8

'3

.8

'3

.0

'3

.8

'3

159.14'

319°14'37"

.0

'3

.8

'3

.8

'3

64.12'

319°14'37"

319°14'37"

3.30'

WATERLINES. SEE DETAIL C1/C-506.

PROVIDE ELECTRONIC MARKERS FOR NEW 3.

MECHANICAL DRAWINGS FOR CONTINUATION.

FOR 5' FROM THE BUILDING EDGE AND IN, SEE2.

AND 3" R-1 LATERALS.

PLUMBING LINE INCLUDES 3" CW, 2" HW, 1.5" HWR, 1.

NOTES:

SCALE : 1"=20'

NN

40'10'0 20'

SCALE: 1"=20'

A1

UTILITY PLAN

S

F

S

S8

S

S8

S

S

S6S6

P

P

C-506

C-507

A1

C-504

INV=861.00

TOP=865.72

1 - COTG

SL "A-3" STA 0+10.87

E=1622539.31

N=118186.16

STUBOUT

CONN TO EXIST

END CHW "A"

CHW "A" STA 0+50.12

E=1622674.90

N=118081.49

INV=852.62

TOP=866.73

CONN TO EXIST SMH

END SL "A"

SL "A" STA 2+53.93

E=1622639.00

N=118100.47

STUBOUT

CONN TO EXIST

END CHW "B"

CHW "B" STA 0+46.65

METER

WATER

EXST

INV=861.15

TOP=866.60

SEE NOTE 2

BEGIN SL "A"

SL "A" STA 0+00

SEE NOTES 1 AND 2

BEGIN PL "A"

PL "A" STA 0+00

SEE NOTE 2

BEGIN CHW "A"

CHW "A" STA 0+00

INV=861.30

TOP=866.10

SEE NOTE 2

BEGIN SL "A-1"

SL "A-1" STA 0+00

INV=861.30

TOP=866.60

SEE NOTE 2

BEGIN SL "A-2"

SL "A-2" STA 0+00

SEE NOTE 2

BEGIN CHW "B"

CHW "B" STA 0+00

INV=861.30

TOP=866.60

SEE NOTE 2

BEGIN SL "A-3"

SL "A-3" STA 0+00

E=1622612.67

N=118123.16

CONN TO EXIST STUBOUT

END WL "A"

WL "A" STA 0+60.37

SEE DET

ON EXST DCVBP

CHAIN & LOCK

PROVIDE NEW

SEE DET

ON LOOP SIDE

5' FROM DCVBP

ON EXST FIRE LINE

PROVIDE NEW PIV

E=1622579.52

N=118147.24

STUBOUT

CONN TO EXIST

END PL "A"

PL "A" STA 1+14.17

SEE NOTE 2

BEGIN WL "A"

WL "A" STA 0+00

INV(OUT)=853.02

INV(IN)("A-3")=860.42

INV(IN)("A-2")=861.00

INV(IN)("A")=856.60

TOP=865.93

SMH-2

1-DROP SMH

END SL "A-3"

END SL "A-2"

SL "A-3" STA 0+31.85

SL "A-2" STA 0+10.87=

SL "A" STA 2+27.22 =

INV=860.85

TOP=865.65

1-COTG

SL "A" STA 0+10.87

INV(OUT)=859.30

INV(IN)("A")=859.30

INV(IN)("A-1")=861.00

TOP=865.89

SMH-1

1-SHALLOW DROP SMH

END SL "A-1"

=SL "A-1" STA 0+10.87

SL "A" STA 0+68.08

LIMITS

PROJECT

LIMITS

PROJECT

1 - CONC BLOCK

1 - 1/4 BEND

WL "A" STA 0+34.65

1 - CONC BLOCK

1 - 1/4 BEND

PL "A" STA 0+92.17

1 - CONC BLOCK

1 - 1/4 BEND

WL "A" STA 0+48.37

1 - CONC BLOCK

1 - 1/4 BEND

PL "A" STA 0+28.05

1 - CONC BLOCK

1 - 1/4 BEND

CHW "A" STA 0+34.82

1 - CONC BLOCK

1 - 1/4 BEND

CHW "A" STA 0+38.12

C H

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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

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IDENTIFICATION

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HONOLULU DISTRICT

S I

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CU201

L

L E

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C H

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O H

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N

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40'10'0 20'

0 4' 8'

B U

IL

D

IN

G

F O

R T S

H A

F T

E R

H I -5

F T S

H A

F T

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H A

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II

H O

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A R

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IN

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E

VERT: 1"=4'

SCALES: HORIZ: 1"=20'C1

PROFILE - WATER LINE A

VERT: 1"=4'

SCALES: HORIZ: 1"=20'C2

PROFILE - PLUMBING LINE

VERT: 1"=4'

SCALES: HORIZ: 1"=20'C5

PROFILE - CHW A

VERT: 1"=4'

SCALES: HORIZ: 1"=20'A1

PROFILE - CHW B

0+00 0+50 1+00

0+00 0+50 1+00

INV=866.00

G 3/4

INV=858.99

CHW 3

0+00 0+50 1+00

0+00 0+50 1+00

859.42

INV=

S6

GROUND

EXST

GRADE

FINISHED

GROUND

EXST

GRADE

FINISHED

GRADE

FINISHED

GROUND

EXST

GROUND

EXST

GRADE

FINISHED

862.18

INV=

P3

860.82

INV=

D18

859.85

INV=

S6

857.63

INV=

S8

857.27

INV=

S8

S=(-)3.6%

L=9.05'

3" CHW S/R

S=(-)41.4%

L=7.55'

3" CHW S/R

861.10

INV=

D18

S=0.0%

L=19.04'

3" CHW S/R

S=(-)41.4%

L=7.55'

3" CHW S/R

S=(-)41.4%

L=11.69'

3" CHW S/R

S=0.0%

L=19.04'

3" CHW S/R

S=(-)2.9%

L=15.15'

3" CHW S/R S=(-)100.0%

L=3.29'

3" CHW S/R

S=(-)3.2%

L=9.45', 6" DIP

S=(-)41.37 %

L=8.75', 6" DIP

S=0.0 %

L=8.66', 6" DIP

860.96

INV=

D18

S=41.4 %

L=5.00', 6" DIP

S=0.0 %

L=28.51', 6" DIP

860.85

INV=

D18 S=(-)3.2%

L=14.83', S=100.00 %

L=3.31, S=0.0 %

L=7.43, S=100.00 %

L=3.08', S=0.0 %

L=63.51', S=2.5% L=22.01

NEW HANDRAIL

NEW HANDRAIL

SCALE : 1"=20'

SCALE : 1"=4'

2" HW, 1.5" HWR, AND 3" R-1 LATERALS.

NOTE: PLUMBING LINE INCLUES 3" CW,

2 3

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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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0 4' 8'

F T S

H A

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H A

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H O

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CU202

C L

L E

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209 VERT: 1"=4'

SCALES: HORIZ: 1"=20'A2

VERT: 1"=4'

SCALES: HORIZ: 1"=20'C1

VERT: 1"=4'

SCALES: HORIZ: 1"=20'A1

0+00 0+50 1+00

PROFILE - SEWER LINE A

PROFILE - SEWER LINE A-2

VERT: 1"=4'

SCALES: HORIZ: 1"=20'A3

PROFILE - SEWER LINE A-3

0+00 0+50 1+00 1+50 2+00 2+502+50 3+00

0+00 0+50 1+00

0+00 0+50 1+00

GRADE

FINISHED

GROUND

EXST

GRADE

FINISHED

GROUND

EXST

GRADE

FINISHED

GROUND

EXST

GRADE

FINISHED

GROUND

EXST

INV=862.18

P3 INV=862.40

CHW 3

INV=860.49

CHW 3

INV=862.00

W6

INV=861.38

D18

SL A3

SL A2

6" DIA PVC, S=(-)2.7%, L=57.28'

SL A-1

8" DIA PVC, S=(-)1.7%, L=159.14'

L=10.8'

S=(-)2.7%

PVC,

6" DIA

L=26.71'

S=(-)1.5%

8" DIA PVC

L=10.8'

S=(-)2.7%

PVC,

6" DIA

L=10.8'

S=(-)2.7%

PVC,

6" DIA

SL A-3

S=(-)2.7%, L=31.85

6" DIA PVC,

SL A-2

PROFILE - SEWER LINE A-1

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SCALE : 1"=4'

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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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S=(-)0.50%, L=51.43'

18" DIA RCP,

S=(-)0.50%, L=82.81

18" DIA RCP,

S=(-)0.50%, L=85.23

18" DIA RCP,

S=(-)0.70%, L=71.72

18" DIA RCP,

S=(-)0.