Pg_1-_50_DRAWINGS_B452,_Schofield_Barracks.pdf

PDF 25 MB Posted Jul 28, 2017

Attached to: FY17 Pkg A-007 Repair Building 452, Quad D, Schofield Barracks, Oahu, Hawaii
Solicitation number: W9128A-17-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

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File	Type	Posted
W9128A17B0002_Abstract_of_Bids.pdf	PDF	Sep 7, 2017
Bldg452_SPECIFICATIONS_Am3_28Aug17.pdf	PDF	Sep 1, 2017
Bldg452_DRAWINGS_Am3_30Aug17.pdf	PDF	Sep 1, 2017
Amend_0003_W9128A17B0002.pdf	PDF	Sep 1, 2017
Amend_2_to_17B0002.pdf	PDF	Aug 25, 2017
Amend_1_W9128A-17-B-0002.pdf	PDF	Aug 7, 2017
W9128A-17-B-0002.pdf	PDF	Jul 28, 2017
Pg_51-_100_DRAWINGS_B452,_Schofield_Barracks.pdf	PDF	Jul 28, 2017
Pg_1-_50_DRAWINGS_B452,_Schofield_Barracks.pdf	PDF	Jul 28, 2017
Pg_301-349_DRAWINGS_B452,_Schofield_Barracks_-_Copy_(9).pdf	PDF	Jul 28, 2017
B452_RTA_Specs_27JUL17.pdf	PDF	Jul 28, 2017
Pg_201-_300_DRAWINGS_B452,_Schofield_Barracks.pdf	PDF	Jul 28, 2017
Pg_101-_200_DRAWINGS_B452,_Schofield_Barracks.pdf	PDF	Jul 28, 2017

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SOLICITATION NO.:

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SCHOFIELD BARRACKS PROJECT VICINITY MAP

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FY 17 PKG A-007, REPAIR BLDG 452, QUAD D

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A P 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.

LOCATION MAP

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Chief, Engineering and Construction Division

Approved by: __________________

Chief, Regional Engineering Center

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FILE NAME: G-002 - SCHEDULE OF DRAWINGS

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FILE NAME: G-003 - SCHEDULE OF DRAWINGS

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NOTE: FOR BORING LOGS, SEE SHEET V-100.

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3/4"G

S S

866.76

S TE

PPOR

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G E

N D

C-001

Y O

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E H

SHORT A PERIOD OF TIME AS POSSIBLE.

ORDER TO KEEP THE UNCOVERED GAS PIPELINES EXPOSED FOR AS

8. THE CONTRACTOR SHALL WORK IN AN EXPEDITIOUS MANNER IN

PROVIDED BY THE CONTRACTOR AND APPROVED BY HAWAII GAS.

PROTECTION FOR GAS PIPELINES EXPOSED IN THE TRENCH SHALL BE

FACILITIES SHALL BE 12 INCHES. ADEQUATE SUPPORT AND

PIPELINES AND OTHER PIPELINES, CONDUITS, DUCTLINES, OR OTHER

7. MINIMUM VERTICAL AND HORIZONTAL CLEARANCE BETWEEN THE GAS

THIS WORK TO BE BORNE BY THE CONTRACTOR.

SUCH DAMAGE SHALL BE DONE BY HAWAII GAS WITH PAYMENT FOR

LIABLE FOR ANY DAMAGE TO HAWAII GAS’ FACILITIES. REPAIR WORK ON

NUMBER IS 535-5933, 24 HOURS A DAY. THE CONTRACTOR SHALL BE

COATINGS, OR ITS CATHODIC PROTECTION DEVICES. THE TELEPHONE

ANY DAMAGE HAS BEEN CAUSED TO EXISTING GAS PIPELINES,

6. THE CONTRACTOR SHALL NOTIFY HAWAII GAS IMMEDIATELY AFTER

HAWAII GAS AND PAID FOR BY THE CONTRACTOR.

FACILITIES. ANY RELOCATION OF GAS FACILITIES SHALL BE DONE BY

PERMITS, AND RESTORE PAVEMENT, SIDEWALKS, AND OTHER

PROVIDE THE NECESSARY EXCAVATION AND BACKFILL, OBTAIN TRAFFIC

THE TELEPHONE NUMBER IS 594-5574. THE CONTRACTOR SHALL

NOTIFY HAWAII GAS FIVE (5) WORKING DAYS BEFORE STARTING WORK.

5. FOR RELOCATION OF ANY GAS PIPELINE, THE CONTRACTOR SHALL

SELECT CUSHION MATERIAL APPROVED BY HAWAII GAS.

ALL BACKFILL WITHIN SIX INCHES OF ANY GAS PIPELINE SHALL BE

PIPELINES IN THE PRESENCE OF A REPRESENTATIVE OF HAWAII GAS.

4. THE CONTRACTOR SHALL EXCAVATE AND BACKFILL AROUND GAS

1-866-423-7287.

THE EXISTING GAS PIPELINES. THE TELEPHONE NUMBER IS 811 OR

BEFORE STARTING EXCAVATION TO ARRANGE FOR FIELD LOCATION OF

HAWAII ONE CALL CENTER A MINIMUM OF FIVE (5) WORKING DAYS

CONTRACTOR, AFTER OBTAINING WRITTEN CLEARANCE, SHALL CALL

3. SINCE GAS LINE LOCATIONS ON FIELD MAPS ARE APPROXIMATE, THE

PIPELINES.

WORKING DAYS PRIOR TO STARTING EXCAVATION NEAR THESE GAS

AND RECORDS DEPARTMENT, 515 KAMAKEE STREET, AT LEAST FIVE (5)

2. WRITTEN CLEARANCES MUST BE OBTAINED FROM HAWAII GAS, MAPS

EXTREMELY CAREFUL WHEN WORKING NEAR THESE GAS PIPELINES.

AND CATHODICALLY PROTECTED. THE CONTRACTOR SHALL BE

HAWAII GAS’ PIPELINES IN THE PROJECT AREA ARE PLASTIC COATED 1.

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

HORIZ

INV

FINISH GRADE

GALVANIZED

GATE VALVE

GALV

WITHW/

WMH

VERT

VCP

WATER

TYP

TOF

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

EXIST, EX

ELEV, EL

DRAIN MANHOLE

EAST

EACH

ELECTRIC

DOWNSPOUT

DRAWING

ELEC

DMH

DPW

DWG

STD

STA

TOP

SST

SPEC

SMH

STREET

SIGMH

S/N

SHT SHEET

SCH

CONNECT, CONNECTION

CONTINUE, CONTINUOUS

CLEAN OUT TO GRADE

DRAIN INLET

DIAMETER

DETAILDET/DTL

DIA

COTG

CATCH BASIN

CLEAN OUT,

CENTERLINE

CONCRETE

CONN

CONC

CONT

POC

ROW

REINF

REV

REQ'D

PORT

RADIUS

PVC

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

B, BOT

BLDG

TESTING MATERIALS

AND

ASTM

APPROX

MSL

O/S

NTS

N NORTH

MECH

MIN

MON

MISC

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

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

CHILLED WATER

COLD WATER

DEMO DEMOLISH

HWR

HOT WATER

HOT WATER RETURN

CHWR

CHWS

CHILLED WATER RETURN

CHILLED WATER SUPPLY

Bn BATTALION

COMMANDING OFFICER

COMPANY

CSM COMMAND SERGEANT MAJOR

XO EXECUTIVE OFFICER

Sgt SERGEANT

ADA AMERICANS WITH DISABILITIES ACT

BACKFLOW PREVENTER

DOUBLE CHECK VALVE

LEFEV

FUEL-EFFICIENT VEHICLE

LOW-EMITTING/

WATER NOTES:

TRAFFIC CONTROL PLAN NOTES:

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

SEWER MANHOLE

CLEAN OUT TO GRADE (COTG)

CUT & CAP OR CUT & PLUG

CAP

NEW WORK

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

S TE

IN INCHES

DRAIN LINE WITH SIZE

LEGEND:

BACKFLOW PREVENTER

G ABAB

3/4"G

S6"

W6"

D18

CHILLED WATER SUPPLY AND

CHILLED WATER RETURN LINES

PLUMBING LINEP

WATER LINEW

WMWM

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.

RCP REINFORCED CONCRETE PIPE

DIP DUCTILE IRON PIPE

PIV

PKG PARKING

SW SIDEWALK

COSA LIMITS

FIRE LINE

SANITARY SEWER LINE

CURB INLET

PROJECT LIMITS/ DEMOLITION LIMITS

DRAIN INLET PROTECTION

CURB INLET PROTECTION

SILT FENCE

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

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

DIRECT TAP TO EXSITING ASBESTOS CEMENT PIPES IS NOT PERMITTED. "

PIPE LENGTH BETWEEN JOINTS AND REPLACE IT WITH AN APPROVED PIPE.

ASBESTOS CEMENT PIPES, THE CONTRACTOR SHALL REMOVE THE ENTIRE

BE USED TO REPLACE THE EXISTING MAIN. FOR CONNECTION TO EXISTING

EXISTING MAIN, LIKE MATERIALS (EXCEPT ASBESTOS CEMENT PIPES) SHALL

PER THE BWS STANDARDS, DIVISION 300 "AT ALL CONNECTIONS TO THE 1.

CIVIL NOTES:

THE BOUNDARIES OF SCHOFIELD BARRACKS OR OTHER GOVERNMENT PROPERTY.

EMPLOYEE VEHICLES WILL NOT BE ALLOWED TO PARK ANYWHERE ELSE WITHIN

SHALL BE LIMITED TO THE COSA AREA. CONTRACTOR AND CONTRACTOR

20.PARKING FOR CONTRACTOR VEHICLES AND CONTRACTOR EMPLOYEE VEHICLES

(24 HOURS/DAY), IN CASE OF AN EMERGENCY DURING OFF-HOURS.

CONTRACTOR'S NAME, POINT OF CONTACT (POC), AND PHONE NUMBER FOR POC

PROJECT COMPLETION. COSA SHALL BE FENCED WITH A SIGN POSTED SHOWING

INDICATED. COSA SHALL BE RESTORED TO ITS ORIGINAL CONDITION AFTER

19. CONTRACTOR'S OPERATIONS AND STORAGE AREA (COSA) SHALL BE LOCATED AS

LIMITS OF CONSTRUCTION.

KEPT TO LESS THAN ONE ACRE; LIMIT DISTURBED AREAS TO A MINIMUM WITHIN

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

LINES.

WITH GAS COMPANY 14 CALENDAR DAYS PRIOR TO WORK NEAR EXISTING GAS

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

GAS PIPING. CONTRACTOR SHALL COORDINATE ALL GAS PIPING WORK WITH

HAWAII GAS IS THE ONLY COMPANY AUTHORIZED TO WORK ON UNDERGROUND

17. 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

16. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS

SANITARY SEWER SYSTEMS.

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

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

OPERATIONS SHALL BE REPLACED WITH A TREE OF EQUAL SIZE AND SPECIES.

DURING ALL PHASES OF CONSTRUCTION. ANY TREE DAMAGED BY CONTRACTOR'S

14. PROTECT ALL EXISTING TREES NOT IDENTIFIED FOR REMOVAL IN THIS PROJECT

OCCUPANTS OF ADJACENT FACILITIES.

UTILITY WORK) DO NOT IMPEDE VEHICULAR OR PEDESTRIAN ACCESS FOR

13. 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

12. 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

11. 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

10. 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

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

OFFICER OR THEIR DESIGNATED REPRESENTATIVE.

THE SPECIFICATIONS AND WITH THE CONCURRENCE OF THE CONTRACTING

DRAWINGS SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH

HIM. REPAIR OF DAMAGE TO UTILITIES OR STRUCTURES NOT SHOWN ON THE

UTILITIES AND STRUCTURES NOT SHOWN ON THE DRAWINGS BUT MADE KNOWN TO

ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF EXISTING

UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL

HELD RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF ALL EXISTING

EXISTING UTILITIES. HE SHALL BE HELD LIABLE IN THE EVENT OF ANY DAMAGE AND

CONSTRUCTION, DEWATERING, AND EXCAVATION TO PREVENT DAMAGE TO

8.THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING

UTILITY CONNECTIONS.

AND RELATED ITEMS, SHALL BE ON SITE AND APPROVED PRIOR TO SCHEDULING OF

C.FOR THE NEW WATER LINE CONNECTION, ALL COMPONENTS, INCLUDING VALVES

SHOWN.

OF ANY DISCREPANCIES WHICH WILL PREVENT INSTALLATION OF THE WORK AS

B.VERIFY THAT THE NEW WORK CAN BE INSTALLED AS SHOWN OR NOTIFY THE COR

BE EXERCISED DURING EXCAVATION AND TRENCHING.

STRUCTURES WHICH THE NEW WORK WILL CROSS OR CONNECT TO. CARE SHALL

MATERIALS, O.D., LOCATION, AND DEPTH OF THE EXISTING UTILITY SERVICES AND

A.EXCAVATE BY HAND OR CAREFULLY WITH MACHINERY TO VERIFY THE

COMMENCING WORK ON THE NEW UTILITY LINES, THE CONTRACTOR SHALL:

CONTRACTING OFFICER OR THEIR DESIGNATED REPRESENTATIVE. PRIOR TO

7.ALL SERVICE CONNECTION OPERATIONS SHALL BE COORDINATED WITH THE

AQUA ENGINEERS.

DPW. CONNECTION TO SANITARY SEWER SYSTEMS SHALL BE COORDINATED WITH

DISRUPTION AND SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND

CONNECTION TO UTILITIES SHALL BE DONE WITH THE MINIMUM AMOUNT OF

6. UTILITY SERVICES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

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

THEIR DESIGNATED REPRESENTATIVE FOR CLARIFICATION.

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER OR

INSTALLATION. ANY DISCREPANCY WITH PLAN ARRANGEMENTS SHALL BE

DETAIL DIMENSIONS NOTED ON THE DRAWINGS PRIOR TO PIPELINE UTILITY

SHALL ALSO VERIFY AND CHECK ALL PERTINENT ELEVATION, LOCATION, AND

EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR

4.THE CONTRACTOR SHALL TONE AND PHYSICALLY VERIFY ALL CROSSINGS OF

START OF ANY EXCAVATION OR GRADING ACTIVITIES.

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

TO OUTER WALL LINES.

ARE FROM THE OUTSIDE FACE OF WALL. BUILDING LOCATIONS ARE WITH RESPECT

2.UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS FROM THE BUILDING INDICATED

AVAILABLE RECORD DRAWINGS AND ARE NOT GUARANTEED. SEE SHEET V-100.

TOPOGRAPHIC SURVEY PERFORMED BY SAM HIROTA, ELECTRONIC FILE AND

UTILITIES, FEATURES, AND TREES AS SHOWN ON THE DRAWINGS ARE BASED ON A

1. THE EXISTING TOPOGRAPHY AND LOCATIONS OF EXISTING STRUCTURES,

DCVBP,

DCV BFP

RPBP,

RPP BFP BACKFLOW PREVENTER

REDUCED PRESSURE PRINCIPLE

CONSTRUCTION NOTES FOR GAS FACILITIES:

m o n k e y p o d d .0 h s h ib is c u s

(h m e ta l b o x e m h to p .8 m o c k o ra n g e

(h h e a d q u a rte rs s ig n m o c k o ra n g e

(h o n e w a y s ig n

C O

N C

R E T E

E W

A L K

C O

N C

R E T E

E W

A L K h ib is c u s

(h .0 m e ta l b o x tre e d .0 h s

(2 )C

O N

C R E

L L S h e d g e

.0 b o x

.8 g rd

(2 )c o n c re te s la b w v a u lt

C O

N C

R E

A B h ib is c u s

(h .0 o y s ig n

T O P

O F

B A N

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B

CONCRETE SIDEWALK

C O

N C

R E T E

E W

A L K

CONCRETE

CURB

electric m h top= 867.29 e le c tric h to p .1 c o n c b o x

(2)concrete box tre e d .0 h s tre e d h s c o n c re te s la b h e c o v a u lt lt std m etal box box m etal sign c o n c re te h t b o x b o x g u a rd p o s t g u a rd p o s t g u a rd p o s t g u a rd p o s t

C O L U

M N S

CONCRETE SIDEWALK

g u a rd p o s t lt s td

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 5 2

CRETE

CURBCONCRETE

CONCRETE CURB

EDGE PAVEMENT

CONCRETE CURB

CRETE CU

tre e d .0 h s h h c s ig n

CONCRETE CURB

C O

N C

R E T E

C U

R B

B U

STEP STEPSTEPSTEP

e m h to p .3

H .0 b u ild in g s ig n h .0 h ib is c u s d g e

(h h e m h (in c o n c to p .9

CURBCONCRETE

H .0

CONC. S/W S/WCONC.

C O

N C

R E

R B

O F

B A N

K ru b b e r d .5 h s

(2 )S

T E P S

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B sign,h=4'

C R

O S S

W A L K

C R

O S S

W A L s m h to p .7 in v .8

T C

E L E

V .1

E m ilo d .5 h s d .5

C O

N C

E L E

V .5

W W

W s h e d s m h s m h

LP LPLP

ru b b e r tre e d .0 h s shrub te a le a f p la n ts

NO PARKING

N O P

A R

N O P

A R

G N

O P

A R

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers

US Army Corps

A N

S I

E P

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U E

N G

E E

R D

T R

H O

N O

L U

H I

F T S

H A

F T

E R

H A

W A

-5

B U

H O

N O

L U

L U D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

F Y P

K G A -0

R E

P A

L D

Q U

A D D

S C

H O

L D B

A R

R A

C K

O A

H U

H A

W A

A1 SCALE : 1"=20'

A N

SCALE : 1"=20'

GRAPHIC SCALE

EROSION CONTROL AND COSA PLAN

E R

O S

N C

O N

T R

O L A

N D C

O S

A P

L A

C-002

Y O

S H

A G

A J

O N K P

O H

E H

D M

E H

NOTE: FOR EROSION AND SEDIMENT CONTROL NOTES, SEE SHEET C-003.

110'

40'10'0 20'

C-003

SEE DETAIL

PROTECTION

CURB INLET

SEE DETAIL

PROTECTION

CURB INLET

B450

B449

B452

SEE DETAIL

CURB INLET

SEE DETAIL

EXST DRAIN INLET

SEE DETAIL

ENTRANCE

CONSTRUCTION

STABILIZED

SEE DETAIL

ENTRANCE

CONSTRUCTION

STABILIZED

SEE DETAIL

ENTRANCE

DEMOED)

(TO BE

SEE DETAIL

PROTECTION

EXST CURB INLET

SEE DETAIL

PROTECTION

EXST CURB INLET

SEE DETAIL

EXST CURB INLET

SEE DETAIL

ENTRANCE

SEE DETAIL

FOR PHASE 2

CONTINUATION

END FOR PHASE 1

SILT FENCE

(110'X30')

3,300 SF COSA AREA

MHS, ETC SHALL BE REPLACED IN-KIND

ANY DAMAGE TO PAVEMENT, CURBS,

FOR PONDING ISSUES WITHIN COSA.

THE CONTRACTOR SHALL PLAN/MITIGATE

SEE DETAIL

FOR PHASE 2

SILT FENCE

SEE DETAIL

FOR PHASE 1

SILT FENCE

SEE DETAIL

FOR PHASE 1

SILT FENCE

SEE DETAIL

FOR PHASE 1

SILT FENCE

SEE DETAIL

FOR PHASE 1

SILT FENCE

PHASE 2

CONTINUATION FOR

END FOR PHASE 1

SILT FENCE

FOR BLDG 449

SILT FENCE

EXST

FOR BLDG 449

EXST SILT FENCE

SEE DETAIL

FOR PHASE 2

SILT FENCE

THE COMMENCE OF CONSTRUCTION

THIS NON-SHADED AREA IS AVAILABLE UPON PHASE 1:

THE CONSTRUCTION OF B449 IS COMPLETED

THIS SHADED AREA IS NOT AVAILABLE UNTIL PHASE 2:

IS EXPECTED TO END MARCH 2018.

SBRO IS GRANTED. B449 CONSTRUCTION

COMPLETED AND THE APPROVAL OF

UNTIL THE CONSTRUCTION OF B449 IS

RESIDENT OFFICE (SBRO) OR COMMENCE

CONSTRUCTION THRU SCHOFIELD BARRACK

SHALL BE COORDINATED WITH B449

PERFORMANCE OF WORK IN PHASE 2 AREA

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

of Engineers

US Army Corps

A N

S I

E P

R E

N A

L E

N G

E E

G C

E N

T E

H O

N O

L U

L U E

N G

E E

R D

T R

H O

N O

L U

H I

F T S

H A

F T

E R

H A

W A

-5

B U

H O

N O

L U

L U D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

F Y P

K G A -0

R E

P A

L D

Q U

A D D

S C

H O

L D B

A R

R A

C K

O A

H U

H A

W A

A N

D M

E H

Y O

S H

A G

A J

O N K P

O H

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.

INTO THE CURB INLETS AND DRAIN MANHOLES ARE PROHIBITED.

INSPECTED AND ACCUMULATED SEDIMENT SHALL BE REMOVED. FLUSHING

AND DRAIN MANHOLES SURROUNDING THE PROJECT SITE SHALL BE

BE REMOVED. AFTER EARTHWORK OPERATIONS, EXISTING CURB INLETS

(PAID FOR BY THE CONTRACTOR) AND SEDIMENT ACCUMULATION SHALL

DAMAGED OR IMPROPERLY FUNCTIONING FILTERS SHALL BE REPLACED

OR GREATER FOR STRUCTURAL INTEGRITY AND SEDIMENT BUILD-UP.

PERIODICALLY AND/OR AFTER SIGNIFICANT RAINFALL EVENTS 0.5 INCHES

CURB/ DRAIN INLET PROTECTION SHALL BE MONITORED 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.

COR. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION

THE CONTRACTOR SHALL COORDINATE STAGING AREAS WITH THE 3.

RUNOFF PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORK.

TO ALL INLETS IN THE VICINITY THAT MAY BE AFFECTED BY CONSTRUCTION

THE CONTRACTOR SHALL INSTALL DRAIN/CURB INLET PROTECTION 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

N C

O N

T R

O L D

E T

S A

N D N

O T

E S

SLOPE

LIMITS OF GRADING

MASS GRADE

GROUND (ONSITE MATERIAL)

BACKFILL TRENCH & COMPACT

8"X12" TRENCH

MATERIAL IN

BURY BOTTOM OF FILTER

NOT TO SCALE

SILT FENCE DETAIL

ELEVATION

FRONT

(TYP)

6' MAX

GRATE

FABRIC

FILTER

INLET

DRAIN

GUTTER

POUCH

GRAVEL FILLED

CURB

INLET

NOTES:

NOT TO SCALE

DRAIN INLET PROTECTION DETAIL

CURB INLET

DROP INLET

APPLICATIONS:

INSTALLATION / APPLICATION CRITERIA:

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.

P U B

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

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

E W

T H

2'-6"

12"

PROVIDE AMPLE TURNING RADII AS PART OF ENTRANCE.

MINIMUM DEPTH OF STONES SHOULD BE 8 INCHES.

STONES SHOULD BE 1-3 INCHES.

CONSTRUCT ON LEVEL GROUND WHERE POSSIBLE.

(V A R

O F E

N T R

A N C E

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

ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS.

le a n d e r

(h ,w lt s td m e ta l b o x d ire c tio n a l s ig n s c c m h to p .0 flr=

.4 s m h to p .1 in v .6 d m h to p .8 in v .7 c b m h to p .6 in v .6 w v to p .5 ts

.7 c b m h to p .2 m e ta l b o x w m h to p .3 a rv

.7 c b m h to p .1 s to p s ig n w v to p .7 in ta k e

.9 s w

.4 tc la m p p o s t b o x u tility d m h to p .2 s to p s ig n

W A L K w m h to p .0 tp .4 e c b m h to p .3 d m h to p .1 c b m h to p .4 p e d x in g s ig n utility box one way & do not enter sign h ib is c u s

(h ',w to p .7

.4 tc

.9 a c

.0 tc

.5 a c

.4 tc

.8 a c

.5 tc

.9 a c

867.62tc 867.42grd lt s td m e ta l c o v e r c b m h to p .5

.3 tc

.7 s w8 .1 tc

.6 s w

.8 a c

.3 tc

.8 a c

868.14tc867.65ac

.9 tc

.3 ac

.1 tc

.5 a c

.1 tc

.5 a c c b m h to p .8 d m h to p .9 in v .8 lt s td m e ta l b o x m o c k o ra n g e c b m h to p .3 c o to p .8 w m h to p .5 c b m h (fille d to p .4 d m h to p .6

.9 tc

.4 a c

.8 tc

.4 a c

866.86tc

866.57ac

.0 tc

.6 g u t

.2 tc

.8 g u t

867.45tc

866.96ac

.7 tc

.1 ac

.3 tc

.0 g u t

.8 g u t

.2 tc

.7 a c

.2 tc

.7 a c

.3 tc

.9 a c

.4 tc

.0 a c

.6 tc

.1 a c

.5 tc

.1 a c

.7 tc

.1 a c

.9 tc

.5 a c

.9 tc

.4 a c

.9 tc

.5 a c

.1 tc

.7 a c

.2 tc

.8 a c

.2 tc

.8 a c

.1 tc

.9 a c

.1 tc

.7 a c

.9 tc

.4 a c

.7 tc

.4 a c

.6 tc

.4 a c

.4 tc

.2 a c

.3 tc

.7 g u t

.3 tc

.7 g u t

.4 tc

.2 a c

.3 tc

.0 a c

.3 tc

.1 a c

.3 tc

.9 a c

.2 tc

.0 a c

867.29tc

866.89ac

867.32tc 866.99ac

.8 tc

.3 a c

869.13tc 868.64ac

869.23tc

868.73ac

.2 tc

.7 a c

.2 tc

.8 a c

.2 tc

.7 ac

869.13 tc868.64 ac

.3 tc

.0 a c

.3 tc

.6 a c

.4 tc

.9 a c

.6 tc

.3 a c

.9 tc

.6 a c

868.50ac

868.64tc

868.34ac

869.26gut .6 tc

.1 gut

.3 tc

.7 g u t

.3 tc

.5 a c

.2 tc

.8 a c

.0 tc

.6 a c

.8 tc

.4 a c

.6 tc

.2 a c

.5 tc

.1 a c

.5 tc

.9 a c

.3 tc

.9 a c

.8 tc

868.90tc 868.41ac

868.83tc

868.54ac

869.06tc

868.67ac

.2 tc

.8 g u t

.2 tc

.7 g u t

.4 tc

.8 g u t

.6 tc

.1 g u t

869.69tc

869.19gut

869.62tc

869.13gut

869.39tc

868.90gut

869.42tc 868.93ac

869.55tc 869.06ac

.6 tc

.1 a c b o x u tility

X-WALK

W A L K

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B

C O

N C

R E

T T E R g ra te d in le t

(s e a le d g u a rd ra il

(h .0 ft) fh d m h to p .0

.4 tc

.8 a c d m h to p .0

B E

S m h to p .9

C O

N C R E

T T E R

G U

TTER

C O N C R

ETE

e le c b o x

C O

N C

R E T E

G U T T E R w v to p .1 ts

867.55ac 867.95tc

.1 tc

.5 s w

T T

T T m o c k o ra n g e

(h ',w s ig n

S24"

S20"

D12"

D in v .8

D flr= .4

D24"

D in v .5 in v .9

(1 in v .8

(1 in v .9

(1 in v .7

(1 ts .6

D flr= .0 in v .8

D24"

D in v .4 in v .9 in v .8 in v .6

D tp .5

W 0.20

W8"

D6"

D18" in v .1 in v .0 in v .8 in v .6

D to p .6

D tp .9

U E T

T T

H E A R D h ed g e

(h c b m h to p .9 in v .8

(in v c b m h to p .9 c b m h to p .8 te le p h o c b m h to p .1 m o n k e y p o d d .0 h s h ib is c u s

(h m e ta l b o x e m h to p .8 m e ta l b o x lt s td m o c k o ra n g e

(h m e ta l b o x d m h to p .2 h e a d q u a rte rs s ig n m o c k o ra n g e

(h c b m h to p .9 o y s ig n te le p h o n e b o x he box

C O

N C

R E T E

E W

A L K

C O

N C

R E T E

E W

A L K

AC LOW

POINT

A C

L O

P O

T d m h to p .8 m e ta l b o x m e ta l b o x h ib is c u s

(h .0 lt s td m e ta l b o x tre e d .0 h s

C O

N C

R E

E W

A L K p in e d .5 h c o n c re te b o x one w ay street metal boxbox metal lt std pine d=2.4 h=68

.6 g u t

.3 tc

.5 gut

866.80tc

866.34gut 866.63tc 866.57gut

BANK

GUTTERCURB ANDCONCRETE

866.83tc

866.31gut

867.16tc

866.63gut

GUTTER

ANDCURBCONCRETE

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 5 1

866.47tc 866.14ac

866.54tc 866.14ac fh

865.02tc 864.37gut

.1 tc

.4 g u t

865.12tc

864.63gut

.8 tc

.5 a c

.8 tc

.2 g u t

864.89tc864.24gut

.1 tc

.7 g u t

.1 tc

.6 a c

.6 tc

.5 g u t

864.99tc

864.43gut

.0 tw

865.81s/w

.0 tw

.8 s w (2 )C

O N

C R E

L L S

.9 tc

.2 g u t h e d g e

A C

H P

.2 tc

.9 a c

.1 tc

.7 a c

865.78tc 865.39ac

.8 tc

.6 a c .3 tc

.7 a c

.8 tc

.4 a c

.6 b o x

.8 g rd

.1 tc

.7 a c

865.24tc

864.96ac

.8 tc

.3 a c

.9 tc

.5 a c

865.81tc 865.45ac

866.34tc 865.91ac

866.54tc

866.14ac 866.83tc 866.44ac

.0 b o x

.8 g rd

(2 )c o n c re te s la b w v a u lt 8 .7 s w .5 g rd

.8 s w .6 g rd

.9 s w .8 g rd

.4 tc

.1 a c

.0 tc

.5 a c

.5 tc

.0 a c

865.48tc

865.09ac

865.18tc 864.80ac

.2 tc

.8 a c

.9 tc

.6 a c

C O

N C

R E

A B d m h to p .9

.7 g rd

865.91tc 865.68ac

.7 tc

.2 a c

.0 tc

.5 a c

.6 tc

.0 a c

.9 tc

.3 a c h ib is c u s

(h .0

.3 tc

.9 a c o y s ig n

866.08tc

865.91ac

.9 s w .8 g rd

.2 c o n c

.9 g rd

.9 tw

.7 g rd m e ta l b o x

.9 tc

.1 g u t

T O P

O F

B A N

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B

CONCRETE SIDEWALK

.1 tc

.8 a c

C O

N C

R E T E

E W

A L K

C O

N C

R E T E

E W

A L K

CONCRETE

CURB

.6 tc

.2 a c c b m h to p .2

2 8 .2 tc

.0 a c

.0 tc

.6 g u t

865.19tc

864.80gut

.1 tc

.2 gut hedge (h=4.0') c b m h to p .2 m e ta l b o x h e d g e (h

T O P

O F

B A N

K s m h to p .3 b a n y a n d .0 h s h e d g e

(h b o x m e ta lhedge

(h=5') h e a d q u a rte rs s ig n tility x b u s h h m h to p .5 c b m h to p .4 in v .0

C O

N C

R E T E

E W

A L K

C O

N C

R E T E

E W

A L K

C O

N C

R E T E

E W

A L K

.4 tc

.1 a c

.3 tc

.7 g u t

866.40tc 865.58gut

866.40tc

865.58gut

866.34tc 865.91gut

866.24tc

865.81gut

.9 ra m p

.9 a c

.0 tc

.8 a c

.9 tc

.7 a c

866.04tc

865.16gut c b m h to p .0 in v .9

866.07tc

865.65gut

.0 tc

.5 g u t

.8 tc

.5 a c

.6 tc

.3 a c c b m h to p .4 in v .4

.5 tc

.2 a c

.3 tc

.5 g u t

.4 tc

.6 g u t

865.32tc

865.09gut

.5 tc

.2 a c

865.52tc

865.12gut

.3 tc

.0 a c

.2 tc

.9 a c

.2 tc

.8 g u t

.2 tc

.6 g u t

865.29tc864.66gut c b m h to p .2 in v .7 d m h to p .9 in v .3 to p .8

(g rd

.1 tc

.9 a c e le c tric b o x

.2 tc

.0 a c s t.lt.(a b a n d o n

.4 to p .0 g rd

.6 to p .6 g rd d m h to p .1 in v .5

.3 tc

.0 a ch o s e b ib b

.5 tc

.1 a c

.8 to p

.4 g rd

866.37grd

.5 tc

.3 a c

.7 tc

.2 g u t

865.98tc

865.52gut

866.14tc

865.72gut

866.34tc

865.88gut

.4 tc

.2 a c hedge (h=4.0')

866.17tc 866.01ac

865.95tc 865.72ac

.8 tc

.8 g u t c b m h to p .7 in v .1

.6 tc

.4 a c d m h to p .3 in v .2

.0 tc

.7 a c elec box

868.01 electric m h top= 867.29 ru b b e r d .0 h s e le tric to p .1 s to p s ig n c o n c b o x lt s td

(2)concrete box tre e d .0 h s tre e d h s c o n c re te s la h e c o v a u lt lt std m etal box box m etal sign c o n c re te h t b o x b o x g u a rd p o s t g u a rd p o s t g u a rd p o s t g u a rd p o s t g u a rd p o s t g u a rd p o s t s m h to p .2 in v .1

(1 .5

866.77tc 866.47ac867.13tc

866.73ac

867.16tc

866.86ac

.3 tc

.0 a c

.4 tc

.1 a c

867.52tc 867.16ac

C O L U

M N S

.4 tc

.0 a c

.3 tc

.0 a c

CONCRETE SIDEWALK

867.98tc 867.59ac

867.91tc 867.49ac

867.95tc 867.45ac g u a rd p o s t

867.91tc 867.49ac

868.04tc 867.55ac

868.11tc 867.55ac

868.01tc 867.82s/w

867.85tc 867.85s/w

867.98tc 867.49ac

867.91tc 867.52ac

868.37tc 867.98ac

867.88tc 867.59ac

867.98tc 867.49ac

867.75tc

867.36ac

.6 tc

.2 a c

.3 tc

.9 a c

867.52tc 867.13ac

.4 tc

.0 a c

867.99tc 867.59ac

868.01tc 867.72ac lt s td

868.18tc 867.88ac

868.37tc 868.08ac

868.18tc 867.88ac

867.98tc 867.68ac

867.82tc 867.42ac

867.85tc 867.45ac

867.75tc

867.45ac

868.11tc 867.71ac

868.99tc 868.60ac

868.11tc 867.72ac

867.98tc

867.59ac

867.85tc

867.45ac

867.45tc

867.06ac

867.55tc

867.06ac

867.75tc

867.26ac

867.90tc

867.45ac

867.91tc 867.52ac

868.14tc 867.85s/w

867.88tc 867.49ac

868.00tc

867.36ac

867.13higher s/w

866.93lower s/w

867.06higher tc

866.77low er tc

867.22tc

866.83ac

.1 tc

.7 a c

867.03tc

866.54ac 866.93tc

866.73ac

867.13tc

866.83ac

874.61tw 867.62grd

874.51tw

867.52grd

874.61tw

867.62grd

874.61tw

867.62grd

868.50tc

867.55tc

867.06conc

.0 tc

.5 c o n c

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 5 2

CRETE

CURBCONCRETE

CONCRETE CURB

EDGE PAVEMENT

CONCRETE CURB

CRETE CU

tre e d .0 h s lt s td

.8 tc

.5 a c

.6 tc

.3 a c

.1 tc

.1 a c m e ta l b o x

.9 tc

.9 a c

866.34tc 865.95ac

866.54tc 866.34ac

866.57tc 866.37ac

866.89tc 866.70ac

.8 tc

.4 a c

.6 tc

.3 a c

.3 h d r.

h h c s ig n

867.16tc

866.96ac

868.11conc

867.72s/w

874.41tw 868.11grd

867.42s/w

CONCRETE CURB

C O

N C

R E T E

C U

R B

B U

G hibiscus (h=4.0') p in e d .0 h pine d=2.4 h=82

(6)pines d=1.0 h=65(3)pines p a lm h h ib is c u s

(h h ib is c u s

(h .0 e le c tric b o x h ib is c u s

(h .0 p u ll-u p b a r

868.50tc 867.41gut

868.54tc

868.04gut

868.44tc 867.95gut

868.24tc

867.75gut

868.27tc 867.75gut

868.01tc 867.49gut

C O

N C

R E T E

E W

A L K

E W

A L K

C O

N C

R E T E p u ll-u p b a r

867.98tc

867.45gut

867.65tc 867.13gut

E W

A L K

C O

N C

R E T E

867.75tc

867.06gut

867.42tc 866.89gut

867.39tc

866.89gut

867.45.tc

866.96gut

867.78tc

867.29gut

867.88tc

867.36gut

868.27tc

867.75gut

CONCRETE CURB AND GUTTER

3 STORY

CONCRETE BUILDING

tre e s d m h to p .2 in v .1

"rc p in in v .1

"rc p o u t)

U E

U/E

U E

U/E

U E

S22"

S20"

S20" c o c o d .7 h

STEP STEPSTEPSTEP

(2 )w o o d e n p o s t h e m h to p .3

H .0 b u ild in g s ig n h .0 h ib is c s d g e

(h h e m h (in c o n c to p .9 lt s td w v to p .7 dmh(in conc) top=867.75 wv top=867.36 w v to p .5

CURBCONCRETE

CURBCONCRETE866.96tc 866.54ac

867.22tc 866.80ac

867.26tc 866.86ac

867.26tc 866.96ac

867.13tc 866.83ac

866.99tc 866.70ac

866.96tc 866.47ac

866.93tc 866.63ac

866.73tc

866.44ac

.5 tc

.2 a c

.8 tc

.5 a c

866.96tc 866.77ac

867.09tc 866.90ac

867.19tc 866.99ac

867.16tc 867.06ac

H .0 c b m h to p .9

CONC. S/W S/WCONC.

smh top=867.75

.9 tc

.5 a c

.7 tc

.3 a c

.6 tc

.2 a c

.6 tc

.2 a c

.7 tc

.3 a c s

.6 tc

.4 a c

.6 tc

.4 a c

.4 tc

.0 a c

.4 tc

.0 a c c b m h to p .5

4 8 .5 tc

.3 a c

.6 tc

.4 a c

.7 tc

.5 a c

.7 tc

.5 a c d m h to p .3

.8 tc

.3 a c

.7 tc

.3 a c

866.96tc

866.86ac

867.06tc

866.57ac

866.90tc

866.70ac

.1 tc

.6 a c

.7 tc

.5 a c

.7 tc

.5 a c

866.93tc

866.44ac

866.93tc

866.44ac

866.85tc

866.63ac

866.90tc

866.70.ac

.7 tc

.5 a c

866.54tc

866.24ac tu lip d .0 h s a fric a n

867.06tc

866.77ac

867.22tc

866.93ac

867.19tc

866.89ac

867.13tc

866.83ac

866.99tc

866.70ac

867.13tc

866.93ac

867.16tc

867.06ac

867.26tc

867.06ac

867.13tc

866.93ac

867.13tc

866.93ac emh top=867.65 smh top=867.91 in v .8

C O

N C

R E T E

W A L K

W A Y in v .7 in v .4

865.32tc

865.00ac

.3 tc

.9 a c

.1 tc

.9 a c

.1 tc

.9 a c

.2 tc

.8 a c

.1 tc

.7 a c

.8 tc

.6 a c

864.86tc

864.47ac

864.76tc

864.37ac .3 tc

.7 a c

.0 tc

.7 a c

.0 tc

.8 a c

865.03tc 864.66ac

.6 tc

.6 a c

.8 tc

.4 a c

.7 tc

.3 a c

.7 tc

.3 a c

.6 tc

.2 a c

.0 tc

.6 a c

.2 tc

.8 a c

.5 tc

.9 a c

.5 tc

.9 a c

C O

N C

R E

R B

O F

B A N

K ru b b e r d .5 h s in v .4 in v .1 in v .1 in v .9

.7 a c

(2 )S

T E P S o y s to p n o rt.

tu rn s ig n h e d g e

(h .5 in v .2

.8 tc

.6 a c

G U T T E R

C O

N C

R E T E

.1 tc

.5 g u t

.1 tc

.5 g u t

.3 tc

.8 g u t

866.01

866.47tc

866.04gut

W12"

D in v .6

D18"

D12"

D12" in v .4

C O

N C

R E

R B

C O

N C

R E

R B

C O

N C

R E

R B

C O

N C

R E

R B

C O

N C

R E

R B

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B

C O

N C

R E T E

C U

R B

867.32 sign, H=6.2 b ld g s ig n b ld g s ig n sign,h=4' wv top= 867.39 tre e d .0 h s flo o d lig h t flo o d lig h t lt s td

866.86tc

866.57ac

867.16tc

866.86ac 866.99tc

866.70ac

.5 c o n c

.2 g rd

.5 c o n c

.3 g rd c o n c w w o o d s h e d poles

.0 tc

.9 a c

.2 tc

.0 a c

.1 tc

.9 a c

.1 tc

.8 a c

.0 tc

.8 a c h= 4'

866.93tc 866.73ac

.0 tc

.8 a c

.5 tw

.5 g rd

.3 tc

.9 a c

.1 tc

.8 a c

.0 tc

.6 a c

(3)guard pole c b m h to p .8

866.96tc

866.47ac

.8 tc

.3 g u t

.8 tc

.3 g u t

.9 tc

.5 g u t

.7 g u t

.9 tc

.4 g u t

.9 tc

.4 g u t

.0 tw

.0 g rd d=0.6 h=10

CRETE

C O

N C

R E T E

E W

A L K

C O

N C

R E T E

E W

A L K hibiscus hedge (h=3.5') hibiscus hedge (h=3.0')

868.54tc 868.04gut

868.93tc 868.44gut

869.32tc 868.60gut

869.39tc 868.90gut

869.46tc 868.96gut

869.23tc 868.73gut

869.09tc 868.60gut

869.06tc 868.57gut

869.39tc 868.90gut

869.03tc 868.54gut

868.93tc 868.44gut

868.77tc 868.27gut

E lt std pine d=3.0 h=90 pine d=0.6 h=10 pine d=3.0 h=6.5 pine d=3.0 h=65 tility x o c to p u s tre e d .0 h s hibiscus hedge, h= 3.5'868.50tc

868.31ac

867.91tc

867.72ac

867.49tc

867.29ac 867.68tc

867.39ac

868.14tc

867.95ac

868.54tc

868.14ac hibiscus hedge

(h= 1.22'') hibiscus hedge (h=3'

CONCRETE CURBA.C. CURB

12 - P A R K I N G S T A L L S

A R

S T A L L S

9 - P A R K I N G S T A L L S

A.C. LOW SPOT

s m h to p .3 in v .3

(1 la m p p o s t

.2 tc

.9 a c

.9 tc

.8 a c

.5 tc

.0 a c

868.44tc 867.95ac

869.09tc 868.60ac

869.03tc 868.83ac

869.62tc 869.32ac

CONCRETE SIDEWALK

CONC. S/W

CONCRETE CURB

CONC.

CONCRETE

CURB

CONC. D/W

C R

L K

PAINTED ISLAND

P A

T E

L A N

PAINTED ISLAND

PAINTED

ISLAND

E D

G E

O F

P A V E

M E

N T

A.C. CURB A.C. CURB

TOP OF BREAK

OF BREAK

BOTTOM

hibiscus hedge (h=6') s o ld ie rs c h a p e l"

.3 s ig n n o p a rk in g a n y tim e

.2 s ig n

S T O

O D

(C H

A P E L h ib is c u s b u s h h e to p .9

C O

N C

R E

W O

O D E

N S T E P S

W O O D

TEP

S s m h to p .3 in v .8

(1 .0

S lamp post

(4 )W

H E E L C

M P S

R E S E R

V E

F O

R H

A N

A P

(2 )s ig n s

C O

N C

R E

E W

A L K

C O

N C

R E

R B

CONCRETE…

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File details come from the government source that posted it. Updated Nov 14, 2017.