TEMF_Drawing_(Volume_1_of_4).pdf

PDF 12 MB Posted Oct 7, 2016

Attached to: Tactical Equipment Maintenance Facility Federal contract opportunity
Solicitation number: W912HV-17-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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Drawings (Volume 1 of 4)

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File	Type	Posted
Abstract_-_TEMF_W912HV-17-B-0002.pdf	PDF	Jan 20, 2017
W912HV-17-B-0002,_Am_0002_-_Revised_Specs.pdf	PDF	Dec 26, 2016
W912HV-17-B-0002,_Amendment_0002.pdf	PDF	Dec 26, 2016
W912HV-17-B-0002,_Am-0002_(Combined_Drawings).pdf	PDF	Dec 26, 2016
Amendment_0001_-_TEMF_(extend_response_date).pdf	PDF	Nov 14, 2016
TEMF_Drawing_(Volume_2_of_4).pdf	PDF	Oct 7, 2016
OneTime_Multiple_Access_Roster_USAG-J_Form_1529-1.pdf	PDF	Oct 7, 2016
TEMF_Drawing_(Volume_3_of_4).pdf	PDF	Oct 7, 2016
OneTime_Multiple_Access_Roster_USAG-J_Form_1529.pdf	PDF	Oct 7, 2016
Solicitation_W912HV-17-B-0002.pdf	PDF	Oct 7, 2016
TEMF_Specifications.pdf	PDF	Oct 7, 2016
TEMF_Drawing_(Volume_4_of_4).pdf	PDF	Oct 7, 2016

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US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

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C-001

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B C D E F G H

A1 Size 594mm x 841mm

A B C D E F G H

V I C

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VICINITY MAP

LOCATION PLAN

ENGINEERING AND CONSTRUCTION

DIVISION

US ARMY ENGINEER DISTRICT, JAPAN

APO AP 96338-5010

SHEET

NO. SHEET NAME REV.

CIVIL

C-001 VICINITY MAP, LOCATION PLAN

C-002 CIVIL NOTES, LEGEND, AND ABBREVIATIONS

C-101 GENERAL CONSTRUCTION SITE PLAN

C-102 EXISTING TOPOGRAPHY PLAN

CD-103 CIVIL DEMOLITION PLAN

C-104

CG-105

CU-107

CU-108

CU-109

C-111

CIVIL SITE LAYOUT PLAN

CG-201

CG-202

UTILITY PLAN - STORM DRAINAGE

GENERAL GRADING PLAN

OVERALL UTILITY PLAN

GRADING CROSS SECTION - 1

GRADING CROSS SECTION - 2

C-003 CIVIL NOTES, LEGEND, AND ABBREVIATIONS

UTILITY PLAN - SEWER AND WATER

EROSION CONTROL PLAN

THIS PROJECT WAS REVIEWED BY JAPAN DISTRICT OF THE U.S ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SECTION IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH

SECTION IS DRAWN

3 DETAIL IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH

DETAIL OF THE CONDITION IS

DRAWN

GI001

DIRECTION

GI001

DETAIL

DRAWING TITLE

SCALE

DRAWING SCALE

SECTION

DRAWING TITLE NUMBER

AE101

ELEVATION

ELEVATION IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH

ELEVATION IS DRAWN

D DIRECTION

U.S. ARMY ENGINEER DISTRICT, JAPAN

DATE

PROJECT MANAGER

REID S. OSHIRO, P.E.

CHIEF, ENGINEERING BRANCH

HOKKAIDO

MISAWA AB

HONSHU

YOKOTA AB

NAF ATSUGI

YOKOSUKA NB

IKEGO

IWO JIMA

SHIKOKU

SASEBO NB

OKINAWA

KYUSHU

MCAS IWAKUNI

CAMP FUJI

CAMP ZAMA

SAGAMIHARA HOUSING AREA

SAGAMI GENERAL DEPOT

NORTH

PROJECT LOCATIONS

PROJECT COORDINATION

SECTION/DETAIL CROSS REFERENCING CONVENTIONS

CG-203 GRADING CROSS SECTION - 3

CG-204 GRADING CROSS SECTION - 4

CU-205 STORM DRAINAGE PROFILE - 1

CU-206 STORM DRAINAGE PROFILE - 2

CU-207 STORM DRAINAGE PROFILE - 3

CU-208 STORM DRAINAGE PROFILE - 4

CU-209 SANITARY SEWER PROFILE - 1

CU-210 SANITARY SEWER PROFILE - 2

CU-211 SANITARY SEWER PROFILE - 3

C-501 CONCRETE PAVEMENT JOINT DETAILS

CU-502 STORM DRAINAGE DETAILS

CU-503 STORM INFILTRATION SYSTEM DETAILS

CU-504 SANITARY SEWER DETAILS - 1

CU-505 SANITARY SEWER DETAILS - 2

CU-506 WATER SUPPLY DETAILS

C-507 CHAIN LINK FENCE AND GATES DETAILS

CS-508 LOADING DOCK DETAILS

CS-509 DETAILS OF TRASH ENCLOSURE AND DUMPSTER

CG-106 GRADING PLAN

C-110 CONCRETE PAVEMENT JOINT PLAN

C-510 MISCELLANEOUS DETAILS - 1

L-100 SITE LANDSCAPE PLAN

L-500 PLANT SCHEDULE, DETAILS & NOTES

CU-212 WATER PIPE PROFILE - 1

CU-213 WATER PIPE PROFILE - 2

C-511 MISCELLANEOUS DETAILS - 2

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THIS WORK WAS PREPARED BY

ME OR UNDER MY SUPERVISION

(UNIVERSAL ENGINEERING CO., LTD)

GENERAL NOTES

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

WITHIN THE PROJECT LIMIT AT A LOCATION APPROVED BY THE CONTRACTING

OFFICER. CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE

CONTRACTING OFFICER.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND

APPROVALS REQUIRED FOR CONSTRUCTION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3. THE UNDERGROUND PIPES, CABLES OR DUCT LINES KNOWN TO EXIST BY THE

DESIGNER OF RECORD FROM SITE SURVEY ARE INDICATED ON THE PLANS. THE

CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF THE UTILITIES AND

EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHEREVER CONNECTION OF

NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR

SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY

THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

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

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

THE CONTRACTOR SHALL MAKE AN INDEPENDENT CHECK ON THE GROUND BY

PROBING AND WITH THE VARIOUS UTILITY COMPANIES AND GOVERNMENTAL

AGENCIES TO CONFIRM THEIR EXACT LOCATIONS. IF UTILITIES NOT SHOWN ARE

SUSPECTED, THE CONTRACTOR SHALL EXAMINE THESE AREAS PRIOR TO

EXCAVATION TO LOCATE THEM.

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

THE PLANS OR NOT. BEFORE OUTAGE SERVICE TO ANY UTILITY, THE CONTRACTOR

SHALL PROVIDE A MINIMUM 45 DAY WRITTEN NOTICE TO THE CONTRACTING OFFICER.

ALL UTILITY OUTAGES SHALL BE APPROVED BY THE CONTRACTING OFFICER. ANY

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

CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER.

6. WHENEVER NEW UTILITIES CONNECT TO OR CROSS EXISTING UTILITIES, THE

CONTRACTOR SHALL CAREFULLY EXPOSE THE UTILITY BY HAND TO VERIFY THEIR

LOCATIONS AND DEPTHS PRIOR TO EXCAVATING TRENCHES FOR THE NEW UTILITY

LINES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE PROJECT AREA PRIOR

TO AND DURING EXCAVATIONS TO LOCATE EXISTING UTILITIES.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS OF

EXISTING UTILITIES PRIOR TO TRENCHING. UNLESS RELOCATION IS CALLED FOR ON

THE PLANS, EXISTING UTILITIES SHALL REMAIN IN-SERVICE AND IN PLACE. IF

RELOCATION OF EXISTING UTILITIES IS REQUIRED FOR THE CONTRACTOR'S

CONVENIENCE, INTERRUPTION OF SERVICE SHALL BE KEPT TO A MINIMUM AND

SHALL BE DONE AT THE CONTRACTOR'S EXPENSE AND ONLY WITH THE APPROVAL OF

THE CONTRACTING OFFICER.

9. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN

ON THE DRAWINGS PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY SHALL

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FOR

CLARIFICATION.

10. THE EXISTING UTILITIES THAT ARE NOT TO BE REMOVED, SHALL BE PRESERVED AND

PROTECTED. ANY DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION

OPERATION SHALL BE REPLACED AND/ OR REPAIRED TO THE SATISFACTION OF THE

CONTRACTING OFFICER, AT NO ADDITIONAL COST TO THE GOVERNMENT. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORATION TO

ORIGINAL CONDITION,

11. CONTRACTOR WILL NEED TO PROVIDE THEIR OWN TRANSFORMER FOR STEPPING

DOWN VOLTAGE TO SUPPLY ELECTRICAL SERVICE THE CONSTRUCTION SITE AND

FIELD OFFICE.

CIVIL NOTES:

1. EXISTING CONDITION'S INFORMATION WAS COMPILED FROM AVAILABLE RECORD

DRAWINGS AND MAY NOT REFLECT EXACT GROUND CONDITION. THE CONTRACTOR SHALL

VERIFY THE LOCATION, SIZE AND DEPTH OF THE INFORMATION IN THE FIELD PRIOR TO

CONSTRUCTION. ANY DAMAGE TO THESE FACILITIES SHALL BE REPAIRED AND PAID FOR BY

THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

FOR AN EXCAVATION PERMIT.

2. TOP SOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. TOPSOIL SHALL BE

SPREAD 4 INCHES THICK ON AREAS IDENTIFIED TO BE GRASSED.

3. PAVEMENTS TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF EXISTING

ROAD TO REMAIN. PROVIDE SMOOTH RIDING CONNECTION BETWEEN NEW AND EXISTING

PAVEMENT.

4. PROVIDE NEW TREES WITHIN THE PROJECT LIMITS AREA AS SHOWN IN DRAWING

SHEET "L100 & L500".

5. THE MINIMUM COVER FOR WATER LINES IS 762 mm IN GRASSED AREA, AND 915 MM

UNDER ROADWAY AND SHALL BE UNDER SUBGRADE AT CONCRETE PAVED HARDSTANDS.

6. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR CONSTRUCTION.

7. DRAINAGE: THE CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BASIN BEFORE THE

CONSTRUCTION WORKS.

8. ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL

SURVEY RESULTS AS SHOWN IN GRADING PLAN.

9. STORM DRAINAGE INFILTRATION SYSTEM SHALL BE CONSTRUCTED BASED ON SAGAMIHARA

CITY'S REGULATIONS.

10. PROVIDE MINIMUM COVERS FOR, STORWATER/ SEWER LINES: 600 MM, FOR WATER LINES:

762MM IN GRASSED AREA, 915 MM UNDER UNPAVED DRIVEWAYS OR ROADWAYS.

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

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ABBREVIATION LIST

APPROX APPROXIMATELY

ATFP ANTI-TERRORISM FORCE PROTECTION

AST ABOVE GROUND STORAGE TANK

@ AT

& AND

BLDG BUILDING

BP STORM DRAINAGE BEGINNING POINT

CIP CAST IRON PIPE

CO CLEAN OUT

CLF CHAIN LINK FENCE

COM COMMUNICATION

CONC CONCRETE

DI DROP INLET/ DUCTILE IRON

DIA DIAMETER

DWGS DRAWINGS

FH FORMATION HIGH

ELEC ELECTRICAL

ELEV ELEVATION

FH FIRE HYDRANT

FDC FIRE DEPARTMENT CONNECTION

FEV FUEL EMISSION VEHICLE

FL FLOW LINE

GL GRADE LEVEL

HAZ HAZARDOUS

INV INVERT

L LENGTH

LEV LOW EMISSION VEHICLE

LU U DITCH WITH L - GUTTER

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

NO NUMBER

OSB ORGANIZATIONAL STORAGE BUILDING

OWS OIL/ WATER SEPARATOR

PIV POST INDICATOR VALVE

POC POINT OF CONNECTION

POL PETROLEUM OIL AND LUBRICANT

POV PRIVATE OWNED VEHICLE

PVC POLYVINYL CHLORIDE

R RADIUS

S SEWER

SD STORM DRAIN

SF SQUARE FEET

SM SQUARE METER

ST STEAM

TEMF TACTICAL EQUIPMENT MAINTENANCE FACILITY

TYP TYPICAL

U "U" SHAPED DITCH

VMF VEHICLE MAINTENANCE FACILITY

VWF VEHICLE WASH FACILITY

W WATER

WL WATER LINE

W/ WITH

BUILDING

CONCRETE PAVEMENT

CHAIN LINK FENCE

WITH BARBED WIRE

NEW FIRE HYDRANT

EXISTING CONCRETE

PAVEMENT

LEGEND

ASPHALT CONCRETE PAVEMENT

CONCRETE SIDEWALK

EXISTING FIRE HYDRANT

GRAVEL PAVEMENT

SODDING

GRATING COVERED

SAUCER TYPE DRAINAGE

L-TYPE GUTTER

BOX CULVERT

FREE GRADIENT DITCH

U-TYPE DITCH

POINT OF COORDINATESA

CURB

CONCRETE COVERED

U-TYPE DITCH

LU-TYPE GUTTER

MARKING

INDUSTRIAL WATER PIPE LINE

STORM DRAINAGE PIPE LINE

SEWER PIPE LINE

STEAM PIPE LINE

PORTABLE WATER PIPE LINE

BORING SPOT

LAVATORY

CONCRETE PAD

GRAVEL PAVEMENT

CONCRETE PAVEMENT

ASPHALT PAVEMENT

FENCE

GUARDRAIL

SIGN BOARD & TRAFFIC SIGN

CATCH BASIN

U-TYPE DITCH

L-TYPE DITCH

WATER VALVE

FIRE HYDRANT

UNKNOWN MANHOLE

TELEPHONE MANHOLE

ELECTRIC MANHOLE

SEWER MANHOLE

ELECTRIC POLE

STREET LIGHT

BENCH MARK

CONTROL POINT

DRAIN MANHOLE

DRAIN MANHOLE (ABANDON)

B-1

KBM.1

T-1

BOX CULVERT

M WATER METER

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

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C-003

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SCALE 1 : 3000

GENERAL CONSTRUCTION SITE PLAN1

C-101

PROJECT LOCATION - REFER TO

DRAWING C-104 FOR CONSTRUCTION

LIMITS

MAIN GATE ACCESS ENTRY

CITY PUBLIC ROADSCONTRACTOR ACCESS ROUTE

1, 2 GRADE BENCH MARK

SAGAMI-CITY

#296

BENCH MARK # 3-01

X=-45769.381

Y=-41386.050

BENCH MARK # 3-12

X=-46369.793

Y=-41789.889

#3-01

#3-12

BENCH MARK # 3-06

X=-45933.557

Y=-41953.701

#3-06

SGD1

(GPS SURVEY POINT

BY INSTALLATION)

SGD2

(GPS SURVEY POINT

BY INSTALLATION)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

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G E

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S I T

L A

119.27

Bor No.3

119.66

Bor No.2

119.88

Bor No.1

118.88

Bor No.4

T.1

PLATE LOADING

TEST NO.1

119.34

Bor No.5

SCALE 1 : 500

EXISTING TOPOGRAPHY PLAN1

C-102

PLAN

NORTH

ELECTRICAL HIGH TENSION OVERHEAD LINE

ELECTRICAL UNDERGROUND LINES

ELECTRICAL HIGH TENSION

UNDERGROUND LINES

EXISTING SEWER MANHOLE

CONNECTION POINT

TP. 119.230

IN. 116.69

IN. 116.70

OUT. 116.68

EXISTING FIRE HYDRANT

WITH VALVE

EXISTING OPEN DITCH

LOW TENSION OVERHEAD LINES

ELECTRICAL UNDERGROUND LINES

EXISTING INDUSTRIAL WATER LINE

BENCH MARK (T.1)

EL. 119.807

EXISTING SEWER MANHOLE

CONNECTION POINT

TP. 119.06

IN. 117.80

IN. 117.378

OVERHEAT LIGHTING LINES

POTABLE WATER LINE

INDUSTRIAL WATER LINE

ELECTRICAL

UNDERGROUND LINES

EXISTING STORM LINE

INDUSTRIAL WATER LINE

EXISTING STORM

BOX CULVERT

BENCH MARK (T.2)

EL. 119.310

LOW TENSION POWER LINES

EXISTING SECURITY FENCE

POTABLE WATER PIPE

CONNECTION POINT

INDUSTRIAL WATER PIPE

CONNECTION POINT

POTABLE WATER LINE

POTABLE WATER PIPE

CONNECTION POINT

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

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119.66

Bor No.2

119.88

Bor No.1

118.88

Bor No.4

T.1

PLATE LOADING

TEST NO.1

119.34

Bor No.5

SCALE 1 : 500

CIVIL DEMOLITION PLAN1

CD-103

PLAN

NORTH

EXISTING SEWER MANHOLE

CONNECTION POINT

TP. 119.230

IN. 116.69

IN. 116.70

OUT. 116.68

EXISTING FIRE HYDRANT

TO REMAIN

DEMOLISH EXIST CURB, DITCHES

EXISTING STORM LINE

DEMOLISH EXISTING

ASPHALT CONCRETE PAVEMENT

t=5cm

EXISTING STORM

BOX CULVERT

BENCH MARK (T.2)

EL. 119.310

REMOVE TOP SOIL

CUT/FILL GRADING

DEMOLISH PAVEMENT

CURBS, AND DITCHES (TYP)

REMOVE TREES

REMOVE EXISTING TREES

ELIMINATE PARKING PAINT (TYP)

REMOVE CURBS

NOTE:

1) DEMOLITION WORKS FOR ELEC/ COMM REFER TO ELECTRICAL DEMOLITION DRAWINGS.

2) ALL REMOVED MATERIAL SHALL BE DISPOSED BY CONTRACTOR.

DEMOLISH CONCRETE FOUNDATION

t=15.0 cm

DEMOLISH FENCE & GATE

RELOCATE LIGHTING POLE

RELOCATE LIGHTING POLES

DEMOLISH MOUNT UP CURBS (TYP)

RELOCATE LIGHTING POLES

DEMOLISH FENCE, CURBS

AND PAVEMENT

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OF ENGINEERS

JAPAN ENGINEER DISTRICT

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Reference

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A B C D E F G H

C I V

I L

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O L I T

I O

L A

[31FT]

[27FT]

10060

[33FT]

13720

[45FT]

[20FT]

19810

[65FT]

[27FT]

[22FT]

10000

[33FT]

[30FT]

[24FT]

13630

[45FT]

[11FT]

27890

[91FT]

177-1

167-8

167-1

167-6

167-4

167-T9

157-10

2N 1N

166-6

176-S4

I J

56138

1.5%

1.04%

1.5%

1.65%

8.52%

2.42%

MECH

8TH STREET

V E

N U

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8TH STREET

TACTICAL EQUIPMENT

MAINTENANCE FACILITY (TEMF)

VEHICLE WASH

FACILITY (VWF)

PRIVATE OWNED VEHICLE

(POV) PARKING AREA

GOVERNMENT OWNED VEHICLE

(GOV) PARKING AREA

SATS/ASLMS

EXISTING HARDSTAND AREA

DOCK

O R

G A

N I Z

A T

I O

N A

T O

R A

G E

B U

I L

D I N

S B

PRE-ASSEMBLY AREA

VEHICLE ASSEMBLY AREA

POL HAZ

VSAT

L73 L85

L24

L13 L37

L48

L25

L36

L49

L60

L61

L72

[12FT]

[29FT]

10000

[33FT]

[29FT]

10000

[33FT]

[29FT]

10000

[33FT]

L12

10000

[33FT]

[29FT]

13580

[45FT]

TR86 TR105

[10FT]

F T

[13FT]

[17FT]

0.442%

STOP STOP

8 @2500=20000

9 @2500=22500

4.4%

3.5%

1.5%

0.3%

DIESEL FUEL STORAGE TANK

ON CONCRETE PAD

(DOUBLE WALL REINFORCED)

FUELING VEHICLE PARKING AREA

TRASH ENCLOSURE

DUMPSTER ENCLOSURE

CHAINLINK FENCE

HAZARDOUS STORAGE STANDOFF DISTANCE

MANUALLY OPERATED

SWING TYPE GATE

MANUALLY OPERATED

SWING TYPE GATE

PERSONNEL GATE

HANDICAPPED RAMP

HANDICAPPED PARKING W/ SIGN

AND HANDICAPPED RAMP

EXISTING CHAINLINK FENCE TO REMAIN

EXISTING CHAINLINK FENCE

TO REMAIN

REMAIN EXISTING MANUALLY

OPERATED SWING TYPE GATE

NEW TRANSFORMER

EXISTING POL STORAGE

EXISTING FUELING STATION

EXISTING

TRANSFORMER

EXISTING

TRANSFORMER

PERSONNEL WALKWAY

SIDEWALK

NEW CONCRETE PAVEMENT

NEW AS PAVEMENT

EXISTING SMOKING AREA

MOTORCYCLE PARKING

(6 SPACES)

TRANSFORMER

SCALE 1 : 500

CIVIL SITE LAYOUT PLAN1

C-104

PLAN

NORTH

BUILDING

CONCRETE PAVEMENT

LEGEND

ASPHALT PAVEMENT

CONCRETE SIDE WALK

SODDING

CHAIN LINK FENCE

WITH BARBED WIRE

V-TYPE GUTTER

GRATING COVERED

CONCRETE COVERED

FREE GRADIENT DITCH

MARKING

L-TYPE GUTTER

CURB

A COORDINATE POINT

FIRE HYDRANT

(EXIST) (NEW)

TREE

INFILTRATION TRENCH

RELOCATE EXISTING

STREETLIGHT POLE (TYP OF 4)

BUILDING CLEARANCE

CIRCULATION LANE

ACCESS APRON CLEARANCE

AT/FP STANDOFF DISTANCE

SAND INTERCEPTOR

OIL/WATER SEPARATOR

( MECH. WORK)

REUSE EXISTING BLDG. 167-8

ADDITIONAL PARKING AREA

EXISTING BLDG 167-8 TO REMAIN

EXISTING WASH BAY

INFILTRATION TRENCH

INFILTRATION

PIPES

GROUNDING SYSTEM

(TYP OF 10, ELEC. WORK)

OIL/WATER SEPARATOR

VEHICLE PARKING CLEARANCE

BICYCLE PARKING (10 SPACES)

REMAIN EXISTING MANUALLY

OPERATED SWING TYPE GATE

EXISTING ASPHALT PAVEMENT

TO REMAIN

OIL/WATER SEPARATOR

( MECH. WORK)

NEW AS PAVEMENT

SCALE 1 :1000

CIVIL SITE LAYOUT PLAN2

C-104

MATCH LINE

C-104

GOV:

LARGE TYPE VEHICLE

POV:

TOTAL VEHICLES:

VEHICLE PARKING

TRUCK, EXPANSIBLE

TR86-TR105

TOTAL VEHICLE 105

29'X12' (8.750X3.661M)

(32'7"X5' (10.0X2.4M)

NO. NOTE

L1-L85

1-30

1 - CHERRY TREE (SATO-SAKURA)

11 - JAPANESE WHITE OAK

(SHIRA KASHI)

10 - LAUREL (TABUNOKI)

PERSONNEL GATE

PROJECT LIMIT

NO. X

X Y

COORDINATES LIST

-46605.241 -39965.068

-46504.455 -40142.059

-46630.528 -39981.603

-46524.540 -40155.193

-46599.806 -40028.588

-46510.040 -40177.373

-46574.518 -40012.053

-46522.555 -40020.759

-46567.641 -39951.808

-46583.471 -39962.159

-46604.005 -39930.756

-46662.498 -39969.003

-46630.533 -40017.889

-46637.951 -40022.740

-46623.848 -40044.309

-46636.617 -40052.658

-46624.266 -40071.546

-46625.382 -40078.312

-46599.979 -40061.702

-46561.953 -40036.837

-46540.377 -40022.729

-46546.317 -40046.785

-46590.739 -40075.832

-46539.098 -40154.808

V -46494.676 -40125.761

Z -46489.953 -40164.239

X Y

2 - JAPANESE WHITE PINE

(GOYOU MATSU)

CONCRETE CURB

LOADING AREA

CU-505

C-510

C-507

CU-503

C-510

C-507

C-510

C-507

CS-509

CU-503

CU-506

NEW CONCRETE PAVEMENT

C-510

SIGNAGE TYP OF 2

C-511

FUEL TANK

WASTE ANTI-FREEZE TANK

WASTE OIL TANK

FEV/LEV PARKING WITH SIGN (2 SPACES)

CAR/VAN POOL PARKING WITH SIGN (2 SPACES)

EXISTING STREETLIGHT POLE

TO REMAIN (TYP)

NEW CONCRETE PAVEMENT

C-510

4- JAPANESE WHITE PINE

(GOYOU MATSU)

3 - JAPANESE WHITE OAK

(SHIRA KASHI)

LIGHTING POLES (TYP)

LEED PROJECT BOUNDARY

BASE

ORGANIZATIONAL

VEHICLE PARKING

OPTION TWO

SIGNAGE

C-511

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

C-104

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

A Y

A S

H I

U R

A K

A M

O T

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

S A

G A

M I

E N

E R

A L

E P

O T

J A

P A

T A

C T

I C

A L

Q U

I P

M E

I N

T E

N A

N C

A C

I L I T

F Y

T E

O L U

C I V

I L

I T

L A

Y O

TEMF

OSB

OPTION ONE

VWF

X X

LINE OF CONSTRUCTION

FENCING

OPTION THREE

NOTE: BUILDING 167-8, THE EXISTING VEHICLE WASH BAYS, AND THE ORGANIZATIONAL VEHICLE

PARKING WILL REMAIN IN USE BY GOVERNMENT. THESE AREAS MAY ONLY BE SHUT DOWN

BRIEFLY ON A LIMITED BASIS FOR CONSTRUCTION ACTIVITIES IN THE IMMEDIATE AREA.

VEHICLE ACCESS FROM THE ENTRY GATE ADJACENT TO BUILDING 167-1 TO THE EXISTING

ORGANIZATIONAL VEHICLE PARKING AREA, TO BUILDING 1467-8, AND THE EXISTING WASH BAYS

MUST BE MAINTAINED THROUGHOUT THE COURSE OF CONSTRUCTION. COORDINATE ALL

ANTICIPATED DISRUPTIONS IN ACCESS TO THESE AREAS WITH THE GOVERNMENT A MINIMUM

OF 21 DAYS IN ADVANCE.

EXISTING STEAM PITS

WITH NEW BOLLARDS

NOTE: THE ORGANIZATIONAL PARKING AREA WILL REMAIN IN USE BY THE GOVERNMENT. ONE THIRD TO ONE HALF OF THE

ORGANIZATIONAL PARKING WILL BE MADE AVAILABLE AT ANY ONE TIME FOR CONSTRUCTION WORK IN THE IMMEDIATE

AREA. VEHICLE ACCESS FROM THE ENTRY GATE ADJACENT TO BUILDING 167-1 TO THE EXISTING ORGANIZATIONAL

VEHICLE PARKING AREA MUST BE MAINTAINED THROUGHOUT THE COURSE OF CONSTRUCTION. COORDINATE ALL

ANTICIPATED DISRUPTIONS IN ACCESS TO THE ORGANIZATIONAL VEHICLE PARKING AREA WITH THE GOVERNMENT A

MINIMUM OF 21 DAYS IN ADVANCE.

J U

R T

J U

RELOCATE EXISTING

STREETLIGHT POLE (TYP OF 3)

[27FT]

10060

[33FT]

13720

[45FT]

[20FT]

19810

[65FT]

[27FT]

[22FT]

10000

[33FT]

[30FT]

[24FT]

13630

[45FT]

[11FT]

27890

[91FT]

177-1

167-8

167-1

167-6

167-4

167-T9

157-10

2N 1N

166-6

176-S4

56138

1.5%

FGE 119.550

119.500

119.200

119.070

119.200

118.920

119.070

118.685

119.570

119.118

118.892

118.764

1.04%

119.289

119.200

1.5%

1.65%

8.52%

2.42%

MECH

8TH STREET

V E

N U

V E

N U

8TH STREET

TACTICAL EQUIPMENT

MAINTENANCE FACILITY (TEMF)

VEHICLE WASH

FACILITY (VWF)

PRIVATE OWNED VEHICLE

(POV) PARKING AREA

GOVERNMENT OWNED VEHICLE

(GOV) PARKING AREA

SATS/ASLMS

DOCK

O R

G A

N I Z

A T

I O

N A

T O

R A

G E

B U

I L

D I N

S B

PRE-ASSEMBLY AREA

VEHICLE ASSEMBLY AREA

POL HAZ

VSAT

L73 L85

L24

L13 L37

L48

L25

L36

L49

L60

L61

L72

[12FT]

[29FT]

10000

[33FT]

[29FT]

10000

[33FT]

[29FT]

10000

[33FT]

L12

10000

[33FT]

[29FT]

13580

[45FT]

TR86 TR105

[10FT]

119.360

119.500

118.870

F T

[13FT]

[17FT]

119.170

0.442%

119.230

119.498

119.350

8 @2500=20000

9 @2500=22500

4.4%

3.5%

1.5%

119.500

119.550

119.500

119.550

119.500

119.550

119.500

118.870

118.880

119.130

119.170

119.500 119.500

119.395

119.155

119.305

119.102

119.232

119.302

119.452

119.232

119.270

0.3%

119.114

119.204

119.354

TOP119.450

BTM119.300

TOP119.329

BTM119.179

TOP119.130

BTM118.980

TOP119.205

BTM119.355

119.297

TOP119.430

BTM119.310

SLOPE 8.3%

119.320

TOP119.720

MATCH TO NEW ELEV.

SCALE 1 : 500

GENERAL GRADING PLAN1

CG-105

PLAN

NORTH

BUILDING

CONCRETE PAVEMENT

LEGEND

ASPHALT PAVEMENT

CONCRETE SIDE WALK

SODDING

CHAIN LINK FENCE

WITH BARBED WIRE

V-TYPE GUTTER

GRATING COVERED

CONCRETE COVERED

FREE GRADIENT DITCH

MARKING

L-TYPE GUTTER

CURB

FIRE HYDRANT

(EXIST) (NEW)

CG-202

CG-201

CG-202

CG-203

CG-204

20000 20000 20000 20000 20000 20000

120000

DIESEL FUEL STORAGE TANK

ON CONCRETE PAD

FUELING VEHICLE PARKING AREA

TRASH ENCLOSURE

DUMPSTER ENCLOSURE

CHAINLINK FENCE

HAZARDOUS STORAGE STANDOFF DISTANCE

MANUALLY OPERATED

SWING TYPE GATE

EXISTING CHAINLINK FENCE

TO REMAIN

REMAIN EXISTING MANUALLY

OPERATED SWING TYPE GATE

EXISTING POL STORAGE

EXISTING FUELING STATION

EXISTING

TRANSFORMER

EXISTING

TRANSFORMER

PERSONNEL WALKWAY

NEW CONCRETE PAVEMENT

NEW AS PAVEMENT

FIT TO EXISTING SIDEWALK ELEVATION

TRANSFORMER

INFILTRATION PIPES

BUILDING CLEARANCE

CIRCULATION LANE

ACCESS APRON CLEARANCE

AT/FP STANDOFF DISTANCE

SAND INTERCEPTOR

OIL/WATER SEPARATOR

( MECH. WORK)

REUSE EXISTING BLDG. 167-8

ADDITIONAL PARKING AREA

EXISTING BLDG 167-8 TO REMAIN

INFILTRATION PIPES

INFILTRATION

PIPES

GROUNDING SYSTEM

(TYP OF 10, ELEC. WORK)

OIL/WATER SEPARATOR

VEHICLE PARKING CLEARANCE

BICYCLE PARKING (10 SPACES)

REMAIN EXISTING MANUALLY

OPERATED SWING TYPE GATE

EXISTING ASPHALT PAVEMENT

TO REMAIN

OIL/WATER SEPARATOR

( MECH. WORK)

NEW AS PAVEMENT

PERSONNEL GATE

FINISHED GRADE ELEVATION000.000

PROJECT LIMIT

NEW TRANSFORMER

TREE

JAPANESE WHITE OAK

(SHIRA KASHI)

(TYP OF 26)

CURB CONCRETE

LOADING AREA

C-510

CU-503

CS-509

C-510

C-507

CU-503

STOP SIGN (TYP OF 2)

C-511

EXISTING HEATING TRAP PITS TO REMAIN

AND NEW 4 BOLLARDS

CU-506

FEV/LEV PARKING W/SIGNS (2 SPACES)

CAR/VAN POOL PARKING W/SIGN (2 SPACES)

RELOCATE EXISTING

STREETLIGHT POLE (TYP OF 7)

EXISTING STREETLIGHT POLE

TO REMAIN (TYP)

NEW LIGHTING POLE (TYP)

C-510

C-507

(FGE)

MOTORCYCLE PARKING

(6 SPACES)

CG-204

NEW CONCRETE PAVEMENT

C-510

HANDICAPPED PARKING W/ SIGN

AND HANDICAPPED RAMP

C-510

SIGNAGE

C-511

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CG-105

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

G E

N E

R A

D I N

L A

CONC. CURB (TYP)

BASE

OPTION TWO

OSB

ORGANIZATIONAL

VEHICLE PARKING

OPTION ONE

VWF

NEW TRANSFORMER

TEMF

OPTION THREE

EXISTING WASH BAY

NOTE: ACCESS TO 167-8 & EXISTING

WASH BAYS SHALL NOT BE BLOCKED

DUE TO ANY CONSTRUCTION ACTIVITY.

LEED PROJECT BOUNDARY

[27FT]

13720

[45FT]

[20FT]

19810

[65FT]

[27FT]

[22FT]

10000

[33FT]

[30FT]

[24FT] 2

[24FT]

177-1

56138

1.5%

FGE 119.550

119.500

119.200

119.070

119.200

118.920

1.04%

119.289

119.200

1.5%

1.65%

8.52%

2.42%

118.952

119.475

D1-1 D1-2

D1-3 D1-4

D1-5 D1-6 D1-7

D1-8

D1-17

D1-16D1-15

D1-10

D1-9

D4-2

D3-2

D2-2

D2-3 D2-4 D2-5

D2-6

D2-13D2-12

D2-14

D3-1

D4-1

D4-3

S1-12S1-4 S1-11

S1-6

S1-5

S1-8 S1-9S1-1S1-2

S1-3

S1-10

S1-14

S1-7

S1-18

S1-13

S1-15

S1-16S1-17S1-19

S1-20S1-21

S1-22

MECH

TACTICAL EQUIPMENT

MAINTENANCE FACILITY (TEMF)

SATS/ASLMS

DOCK

O R

G A

N I Z

A T

I O

N A

T O

R A

G E

B U

I L D

I N

S B

POL HAZ

VSAT

POC

10000

[33FT]

TR86 TR105

[10FT]

D1-11 D1-12 D1-13 D1-14

D2-1

D2-7 D2-8 D2-9 D2-10 D2-11

BP1 BP2

BP3

BP4

[13FT]

[17FT]

0.442%

D2-15

POC

119.461

119.412

119.415

119.462

119.442

119.423

119.461

119.468

119.472

119.468

119.810

119.030

119.180

119.350

119.610119.720118.730

118.810

119.480

119.070

119.220

119.200

119.350

119.200

119.350

119.200

119.350

119.200

119.350

119.200

119.320

119.470

119.320

119.470

119.080

119.230

119.170

119.320

119.350

118.952

119.102

119.100

118.835

118.985

118.810

118.960

118.685

118.835

118.759

118.909

118.920

119.070

118.920

119.070

118.920

119.070

119.200

119.350

119.200

119.350

119.200

119.350

118.840

118.909 119.070 119.070 119.070

119.350

119.350 119.350

119.350

119.700119.220

119.480

119.070

119.220

119.118

119.375

119.525

119.170

119.550

119.440

4.4%

3.5%

1.5%

119.500

119.550

119.500

119.550

119.500

119.550

119.500

119.550

119.463

119.550

119.463

119.056

119.206

118.892

118.685

119.463

119.550

119.463

119.550

119.463

119.027

118.779

118.764

118.729

119.070

119.570

SCALE 1 : 300

GRADING PLAN1

CG-106

PLAN

NORTH

BUILDING

CONCRETE PAVEMENT

LEGEND

ASPHALT PAVEMENT

CONCRETE SIDE WALK

SODDING

CHAIN LINK FENCE

WITH BARBED WIRE

V-TYPE GUTTER

GRATING COVERED

CONCRETE COVERED

FREE GRADIENT DITCH

MARKING

L-TYPE GUTTER

CURB

CG-202

CG-203

CG-204

20000 20000 20000 20000 20000 20000

CG-201

120000

FIRE HYDRANT

(EXIST) (NEW)

FUELING VEHICLE PARKING AREA

TRANSFORMER

INFILTRATION TRENCH

DIESEL FUEL STORAGE TANK

ON CONCRETE PAD

MANUALLY OPERATED

SWING TYPE GATE

PERSONNEL GATE

SAND INTERCEPTOR

OIL/WATER SEPARATOR

( MECH. WORK)

MANUALLY OPERATED

SWING TYPE GATE

PERSONNEL GATE

OIL/WATER SEPARATOR

TRASH ENCLOSURE

DUMPSTER ENCLOSURE

SIDEWALK

INFILTRATION PIPES

FINISHED GRADE ELEVATION000.000

TREE

POL CONTAINMENT CURB CONCRETE

C-510

CU-505

C-510

CU-503

C-507

CS-509

CONCRETE PAVEMENT JOINT

C-110

CURB (TYP)

C-510

V-TYPE GUTTER (TYP)

L-TYPE GUTTER (TYP)

C-510

NEW LIGHTING POLE (TYP)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CG-106

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

G R

A D

I N

L A

(BASE)

177-1

D1-1 D1-2

D1-3 D1-4

D1-5 D1-6 D1-7

D1-8

D1-17D1-16D1-15

D1-10

D1-9

D4-2

D3-2 D2-2

D2-3 D2-4 D2-5

D2-6

D2-13D2-12

D2-14

POC

D3-1

D4-1

D4-3

S1-12S1-4 S1-11

S1-6

S1-5

S1-8 S1-9

S1-1S1-2

S1-3

S1-10

S1-14

S1-7

S1-18

S1-13

S1-15

S1-16S1-17S1-19

S1-20S1-21

S1-22

POC

MECH

TACTICAL EQUIPMENT

MAINTENANCE FACILITY (TEMF)

PRIVATE OWNED VEHICLE

(POV) PARKING AREA

GOVERNMENT OWNED VEHICLE

(GOV) PARKING AREA

SATS/ASLMS

DOCK

O R

G A

N I Z

A T

I O

N A

T O

R A

G E

B U

I L D

I N

S B

POL HAZ

VSAT

VUΦ200 5.5‰ L=11.730m

V U Φ i m

V U Φ m

VUΦ200 i=5.5‰ L=29.750m

VUΦ200 i=5.5‰ L=29.750m VUΦ200 i=5.5‰ L=31.800m

VUΦ200 i=5.5‰ L=14.450m

VUΦ200 i=5.5‰ L=22.250m

VUΦ200 i=5.5‰ L=6.160m

Φ m

VUΦ200 i=7.2‰

L=31.670m

V U Φ

L m

V U Φ

L m

V U Φ i=

.3 m

VUΦ200 i=12.0‰

L=21.890m

VUΦ200 i=10.0‰

L=18.240m

V U Φ

L mV U Φ

L m

V U Φ i m

V U Φ i

L m

V U Φ i

L m

DIP Φ75

DIP Φ150

VUΦ150

i=5.5‰

L=2.560m

POC

L85

L37

L48

L25

L36

L49

L60

L61

L72

TR86 TR105

D1-11 D1-12 D1-13 D1-14

D2-1

D2-7 D2-8 D2-9 D2-10 D2-11

DIP Φ150

VUΦ200

i=10.0‰

L=5.120m

VUΦ200 i=15.0‰ L=8.750m

BP1 BP2

BP3 BP4

D I P

D2-15

POC

303° 10′ 48″

3°

′ 4 8″

127° 20′ 5″

3°

′ 4 8″

123° 10′ 48″

303° 10′ 48″

3°

′ 4 8″

3°

′ 4 8″

3°

′ 4 8″

3°

′ 4 8″

123° 10′ 48″

303° 10′ 48″303° 10′ 48″303° 10′ 48″

3°

′ 4 8″

303° 10′ 48″

3°

′ 4 8″

7°

′ 3 2″

3°

′ 4 8″

D5-2D5-1

PIV

D I P

DIP Φ150

A1 +4

.04

C6+2.07

C6+11.86 C9+0.08

C1 0+

.97

WATERLINE "C" L=487.47m

° 1

0′

123° 10′ 48″

3°

′ 4 8″

123° 10′ 48″

3°

′ 4 8″

123° 10′ 48″

3°

′ 4 8″

123° 10′ 48″

3°

′ 4 8″WATERLINE "B" L=77.61m

LIN

E "A

0.2

WATERLINE "D" L=43.79m

A1 +0

.00 A2

+0 .00

A3 +0

.00 A4

+0 .00

A5 +0

.00

B1+0.00 B2+0.00 B3+0.00

C1 +0

.00

C2+0.00 C3+0.00 C4+0.00 C5+0.00 C6+0.00

C7+0.00 C8+0.00 C9+0.00

C1 0+

0.0

C1 1+

0.0

C1 2+

0.0

C1 3+

0.0

C14+0.00

D1+0.00

STA.C0+0.00

WATERLINE "C" BP

Ø150x150 TEE

STA.A5+10.28

WATERLINE "A" EP

STA.C10+11.97

Ø150x150 TEE

WATERLINE "D" BP

(STA.D0+0.00)

STA.B3+17.61

WATERLINE "B" EP

STA.D2+3.79

WATERLINE "D" EP

STA.A1+4.04

Ø75x75 TEE

WATERLINE "B" BP

(STA .B0+0.00)

STA.B3+13.79

Ø75 1/4 BEND

Ø150 1/4 BEND

STA.C6+19.04

Ø150x150 TEE STA.C9+0.08

Ø150 1/4 BEND

STA.C13+7.49

Ø150x150 TEE

2-Ø150 1/4 BEND

1-Ø150x100 REDUSER

STA.D0+13.70

Ø150x150 TEE

STA.C1+3.45

Ø150 1/4 BEND

STA.A0+5.00

Ø75 1/4 BEND

PIV

DIP Φ150

177-1

POC

DIP Φ150

C13+7.49

STA.C23+3.90

WATERLINE "C" EP

Ø150x150 TEE

WATERLINE "C" L=487.47m

123° 10′ 48″

3°

′ 4 8″

168° 10′ 48″

C1 3+

0.0

C1 4+

0.0

C1 5+

0.0

C1 6+

0.0

C1 7+

0.0

C1 8+

0.0

0 STA.C18+4.42

Ø150 1/8 BEND

C19+ 0.0

C20+0.00

C21+0.00

303° 10′ 48″

C2 2+

0.0

C23+0.00 213° 10′ 48″

STA.C14+13.69

Ø150x100 TEE

STA.C17+19.23

Ø150x100 TEE

Ø100 1/4 BEND

STA.C19+12.36

Ø150 1/8 BEND

STA.C21+18.63

Ø150 1/4 BENDSTA.C22+4.87

Ø150 1/4 BEND

S2-2

POC

S2-1

S2-3

VEHICLE WASH

FACILITY (VWF)

PRE-ASSEMBLY AREA

VEHICLE ASSEMBLY AREA

POC

1°

′ 1 5″

4° 9′

0″

8°

′ 5 5″

PIV

D I P

DIP Φ150

STA.F0+0.00

Ø75x75 TEE

WATERLINE "F" BP

STA.F1+17.21

WATERLINE "F" EP

WATERLINE "F" L=37.21mSTA.G0+0.00 Ø150x150 TEE

WATERLINE

"G" BP

STA.G0+11.44

WATERLINE

"G" EP

WATERLINE "G"

L=11.44m

3°

′ 4 8″

3°

′ 4 8″

123° 10′ 48″

F1 +0

.00

STA.G0+6.82

Ø150 1/4 BEND

EXIST NEW

WATER PIPE LINE AND VALVE

INDUSTRIAL WATER PIPE LINE

STORM DRAINAGE PIPE LINE

AND MANHOLE

SANITARY SEWER PIPE LINE

AND MANHOLE

FIRE HYDRANT

SCALE 1 : 400

UTILITY PLAN - SEWER AND WATER1

CU-108

PLAN

NORTH

SAND INTERCEPTOR

OIL/WATER SEPARATOR

( MECH. WORK)

DIESEL FUEL STORAGE TANK

ON CONCRETE PAD

MATCHING POINT

CU-108

SCALE 1 : 1000

UTILITY PLAN - WATER3

CU-108

OIL/WATER SEPARATOR

LEGEND

V-TYPE GUTTER

GRATING COVERED

CONCRETE COVERED

FREE GRADIENT DITCH

EXIST NEW

AND CATCH BASIN

SCALE 1 : 400

(SEWER AND WATER)2

CU-108

V U Φ

L m

V U Φ m

VUΦ200 i=15.0‰

L=3.020m

EXISTING

POL STORAGE

OIL/WATER

SEPARATOR

( MECH. WORK)

TRANSFORMER

POST INDICATOR VALVE (TYP)

INFILTRATION PIPES

TRASH ENCLOSURE

DUMPSTER ENCLOSURE

SEWER PIPE

CONNECTION POINT

DOMESTIC WATER PIPE

CONNECTION POINT

INDUSTRIAL WATER PIPE

CONNECTION POINT

STORM PIPE CONNECTION POINT

(FOR OVERFLOW WATER)

INFILTRATION PIPES

DOMESTIC WATER PIPE

CONNECTION POINT

INDUSTRIAL WATER PIPE

CONNECTION POINT

SEWER PIPE CONNECTION POINT

DOMESTIC WATER PIPE

CONNECTION POINT

L-TYPE GUTTER

AND L-TYPE INLET

INFILTRATION TRENCH

AND INFILTRATION MANHOLE

WATER METER BOX &

WATER METER W/PULSE

OUTPUT FAUNCTION

STORM PIPE CONNECTION POINT

(FOR OVERFLOW WATER)

CU-503

CU-505

CS-509

CU-506

WATER GATE VALVE

CU-506

GROUNDING SYSTEM

(TYP OF 10, ELEC. WORK)

STORM DRAINAGE PIPE

CONNECTION POINT

AND VALVE

M WATER METER

OPTION ONE

OPTION TWO

UTILITY PLAN

EXISTING INDUSTRIAL

WATER LINE

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CU-108

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

U T

I L

I T

L A

E W

E R

POINT OF DISCONNECTION

INDUSTRIAL WATER PIPE CONNECTION POINT

POINT OF DISCONNECTION

CONNECT NEW Ø150 WATER PIPE TO

EXISTING HYDRANTS WITH GATE VALVE

CONNECT NEW Ø150 WATER PIPE TO

EXISTING HYDRANT WITH GATE VALVE

THRUST BLOCK (TYP) 1

CU-506

THRUST BLOCK (TYP)

CU-506

THRUST BLOCK (TYP)

CU-506

VWF

OSB

(BASE)

BASE

TEMF

177-1

167-4

SCALE 1 : 300

CONCRETE PAVEMENT JOINT PLAN1

C-110

PLAN

NORTH

SCALE 1 : 300

TEMF AREA JOINT PLAN2

C-110

SCALE 1 : 300

VWF AREA JOINT PLAN4

C-110

TRANSVERSE CONTRACTION JOINT

( TIE-BAR TYPE )

LEGEND

EXPANSION JOINT

LONGITUDINAL CONSTRUCTION JOINT

( COLLATED TIE-BAR TYPE )

LONGITUDINAL CONSTRUCTION JOINT

( COLLATED SLIP-BAR TYPE )

THICK CONNECTING EDGE TYPE

REINFORCING BAR FOR

FREE BORDER EDGE

D1 C-501

C-501

WIRE MESH

TRANSVERSE CONTRACTION JOINT

( SITE JOINT )

TRANSVERSE CONTRACTION JOINT

( DUMMY TYPE )

C-501

D10 C-501

D11 C-501

CONTRACTION JOINT

EXPANSION JOINT

[ SIDEWALK JOINT ]

TACTICAL EQUIPMENT

MAINTENANCE FACILITY (TEMF)

VEHICLE WASH

FACILITY (VWF)

O R

G A

N I Z

A T

I O

N A

T O

R A

G E

B U

I L

D I N

S B

POL HAZ

VSAT

D I E

S E

U E

S T

O R

A G

A N

DOCK

4052 4052 5000 5655 5655 5655 5655 5000 5000 5000 5000 5000 5000 5550 5550 5558 4740 4740 5000 5000 5000 4812 4115 4115

SCALE 1 : 300

POV PARKING AREA JOINT PLAN3

C-110

MATCH LINE

C-110

MATCH LINE

C-110

1500 29 @1520 = 44080

4125 3500 4830 5000 5000 5433

450045004500450045004269

FREE GRADIENT DITCH (TYP)

4 @1450

=5800 1800

6 @1540

=9240

3 @1800

=5400

6 @1500

=90001560 1800

CURB (TYP)

TRANSFORMER

C-510

CU-502

FREE GRADIENT DITCH

CU-502

FREE GRADIENT DITCH

CU-502

CURB-3

CURB-3CURB-3

CURB-3

CURB-0 PLANE TYPE 2

C-510

[ SLANT TYPE CURB ]

CURB-0

CURB-1 L=600, CURB-2 L=1200, CURB-3 L=1800

V-TYPE GUTTER (TYP)

L-TYPE GUTTER (TYP)

C-510

FREE GRADIENT DITCH

CU-502

6 @5000 = 30000

CURB-1

CURB-2

3 @1800

= 5400

6 @1600

= 9600 1641

CURB-0

CURB-3 CURB-3

CURB-1

2 @4500 = 9500 2 @4500 = 9500

(BASE)

(OPTION ONE)

(OPTION TWO)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

C-110

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

C O

N C

R E

E M

E N

J O

I N

L A

ASPHALT PAVEMENT

(BASE)

119.66

Bor No.2

119.88

Bor No.1

118.88

Bor No.4

T.1

PLATE LOADING

TEST NO.1

MECH

BASE

SCALE 1 : 500

EROSION CONTROL PLAN1

C-111

PLAN

NORTH

TOP SOIL STOCKPILE AREA

WITH PVC SHEETING COVER

EROSION CONTROL NOTES:

A. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENT EROSION CONTROLS ARE IN PLACE AND

ESTABLISHED.

B. PRIOR TO CLEARING LAND FOR GRADING, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED, INCLUDING SEDIMENT

BASINS, AND SWALES, A SILT FENCE AND A DUST FENCE.

C. THE EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL COMPLETION OF PROJECT. STABILIZED CONSTRUCTION

ENTRANCE SHALL BE ESTABLISHED AS SHOWN ON PLAN, PRIOR TO GRADING OPERATIONS.

D. THE GRADED OR PROJECT SITE THAT IS CLEARED OF VEGETATION SHALL BE KEPT DAMP FOR SEVEN (7) DAYS A WEEK. AT THE END

OF EACH DAY, THE SITE SHALL BE SUFFICIENTLY DAMPENED SO THAT THE SITE WILL REMAIN MOISTENED DURING THE NIGHT.

E. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/ EXIT SHALL BE INSTALLED AT SOUTH ENTRY.

F. SEDIMENT FENCE SHALL BE CONSTRUCTED AROUND THE TOPSOIL STOCKPILE AND ALONG THE OPEN DITCHES AS NECESSARY TO

PREVENT SEDIMENT ENTERING.

G. THE TEMPORARY SEDIMENT BASIN SHALL BE LOCATED NORTH OF THE SITE.

C-

TEMPORARY

SEDIMENT BASIN

SCALE 1 : 100

SECTION3

C-111

TEMPORARY OPEN DITCH

WITH PVC SHEETING COVER

GRAVEL PAVED ENTRY/ EXIT

WITH STORM CORRUGATED PIPE

8.0 X 20.0 M

DISCHARGE TO EXISTING

STORM DITCH

STORM WATER

DISCHARGE POINT

(TO EXISTING BOX CULVERT)

2000 - 3000

TEMPORARY OPEN DITCH

COVERED WITH PVC SHEETING

SCALE 1 : 100

SECTION2

C-111

C-

TEMPORARY SEDIMENT

CONTROL BASIN

TEMPORARY SEDIMENT

CONTROL BASIN

TEMPORARY SEDIMENT

CONTROL BASIN

TEMPORARY OPEN DITCH

WITH PVC SHEETING COVER

PROPOSED TEMF BLDG.

PROPOSED OSG BLDG.

PROPOSED POL/HAZAMAT BLDGS.

PROPOSED TRASH FACILITY

PROPOSED WASH FACILITY

PROPOSED POV PARKING AREA

PROPOSED STORM INFILTRATION FACILITY (U/G)

OPTION ONE

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

C-111

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

E R

O S

I O

O N

T R

O L

L A

VWF

ORGANIZATIONAL

VEHICLE PARKING

OPTION TWO

OSB

TEMF

OPTION THREE

GRATING COVERED

FREE GRADIENT

DITCH (300x500)

CURBV-TYPE GUTTER

119.200

119.126

CONCRETE PAVEMENT (5.0N/mm2) t=200

UNDERLAY PAPEER

BASE COURSE (RC-40)

t=200

SUBBASE COURSE (RC-40)

t=200

CHAIN LINK FENCE

10000

119.200

119.350

INFILTRATION TRENCH

22620 75950 8230

20744

SODDING

CONRETE

PAVEMENT

116800 CONCRETE PAVEMENT

FINISHED GRADE

EXISTING GRADE

CU-502

C-510

CU-503

C-507

C-510

CHAIN LINK FENCE

INFILTRATION TRENCH

119.440

L-TYPE GUTTER

CONCRETE SIDEWALK

118.952

GRATING COVERED

FREE GRADIENT

DITCH (300x400)

OSBTEMF

119.200 119.320 119.350

10080 22620

56138

11600

SODDING

32700 CONCRETE PAVEMENT

19812

914428042 CONCRETE PAVEMENT

C-51012

C-510

CU-502

119.550

119.463

119.550

INFILTRATION TRENCH

119.200

118.778

GRATING COVERED

FREE GRADIENT DITCH (300x400)

SANITARY SEWER INLET S1-14 (Ø900)

SANITARY SEWER INLET S1-13 (600x600)

OIL/WATER SEPARATOR

POL CONTAINMENT

CURB CONCRET

CURB

119.030

CHAIN LINK FENCE

119.200

119.350

13605 22620 75950

FUEL TRUCK

LOADING AREA

20744

SODDING

ASPHALT

PAVEMENT

120405 CONCRETE PAVEMENT

CU-505

CU-504

C-510

CU-502

ASPHALT CONCRETE PAVEMENT (13)

t= 40

PRIME COAT (PK-3)

BASE COURSE (M-30)

t=200

SUBBASE COURSE (RC-40)

t=250

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONA1

CG-201

VERT 1 : 60

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONA2

CG-201

VERT 1 : 60

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONA3

CG-201

VERT 1 : 60

(BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CG-201

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

G R

A D

I N

R O

T I O

119.570

CONCRETE PAVEMENT (5.0N/mm2) t=200

UNDERLAY PAPEER

BASE COURSE (RC-40)

t=200

SUBBASE COURSE (RC-40)

t=200

118.685

119.170

0.497%

FREE GRADIENT

DITCH (300x400)

CURB

CHAIN LINK FENCE

SODDING

118060 CONCRETE PAVEMENT

98166 19893

INFILTRATION TRENCH

EXISTING GRADE

FINISHED GRADE

C-507

CU-503

CU-502

C-510

118.840

CHAIN LINK FENCE

119.409

FREE GRADIENT

DITCH (300x500)

CURB

FREE GRADIENT

DITCH (300x300)

CURB

CHAIN LINK FENCE

DUMPSTER ENCLOSURE

119.316

INFILTRATION TRENCH

119.389

119.104

119.248

SODDING

113930 CONCRETE PAVEMENT

26190 1575552935 19050

SODDING

CU-502

CS-509

TEMF

118.920

CHAIN LINK FENCE

119.463

119.070

FREE GRADIENT

DITCH (300x400)

CURB

FREE GRADIENT

DITCH (300x400)

CURB

CHAIN LINK FENCE

SODDING

39226

CONCRETE PAVEMENT

30214 29224

CONCRETE PAVEMENT

SODDING

INFILTRATION TRENCH INFILTRATION TRENCH

CU-5024

CU-502

119.550

119.463119.550

119.550

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONB1

CG-202

VERT 1 : 60

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONB2

CG-202

VERT 1 : 60

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONB3

CG-202

VERT 1 : 60

(BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CG-202

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

G R

A D

I N

R O

T I O

CHAIN LINK FENCE

FREE GRADIENT

DITCH (300x400)

CURB

TEMF

119.500119.500

119.200

FREE GRADIENT

DITCH (300x400)

CURB

CHAIN LINK FENCE

VSAT

CONCRETE PAVEMENT (5.0N/mm2) t=200

UNDERLAY PAPEER

BASE COURSE (RC-40)

t=200

SUBBASE COURSE (RC-40)

t=200

118.920

INFILTRATION TRENCH INFILTRATION TRENCH

SODDING

39226

CONCRETE PAVEMENT

30214 20310

CONCRETE PAVEMENT

14981

SODDING

EXISTING GRADE

FINISHED GRADE

C-510

CU-503

CU-502

C-510 1

CU-503

C-507

119.550

119.200

CHAIN LINK FENCE

FREE GRADIENT

DITCH (300x400)

CURB

TEMF

119.200

FREE GRADIENT

DITCH (300x400)

POL

HAZ

CHAIN LINK FENCE

INFILTRATION TRENCH

SANITARY SEWER INLET

S1-8 (600x600)

INFILTRATION TRENCH

24570

SODDING

20313

CONCRETE PAVEMENT

30214 20310

CONCRETE PAVEMENT

14981

SODDING

CU-502

CU-504

119.550

119.463 119.550

119.463119.550

CHAIN LINK FENCECHAIN LINK FENCE

119.200

FREE GRADIENT

DITCH (300x400)

CURB

119.200

FREE GRADIENT

DITCH (300x400)

CURB

INFILTRATION TRENCH

119.254

24570

SODDING

20313 30214 20310

14981

SODDING

70837 CONCRETE PAVEMENT

INFILTRATION TRENCH

CU-503

CU-502

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONB4

CG-203

VERT 1 : 60

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONB5

CG-203

VERT 1 : 60

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONB6

CG-203

VERT 1 : 60

(BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CG-203

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

G R

A D

I N

R O

T I O

OSB

CHAIN LINK FENCE

INFILTRATION TRENCH

CHAIN LINK FENCE

INFILTRATION TRENCH

56017

SODDING

35560 18810

SODDING

EXISTING GRADE

FINISHED GRADE

CU-503

C-507

ADA PARKING SIGN

C-511

STREETLIGHT POLE

CHAIN LINK FENCE

119.291

119.221

CURB

EXISTING GRADE

FINISHED GRADE

17350

CONC. PAVEMENT

CONCRETE

SIDEWALK

0.4%

POV PARKING

5000 7200 5150

119.256

119.166

119.131

119.113

CHAIN LINK FENCE

13249

CONC. PAVEMENT

5000 7200 1049

CURB

CONCRETE

SIDEWALK

C-510

POV PARKING

0.4%

54003

CONCRETE PAVEMENT

119.120

37001300

MOTORCYCLE

PARKING

POV PARKING

0.3%

119.267

CONCRETE PAVEMENT (5.0N/mm2) t=150

UNDERLAY PAPEER

BASE COURSE (RC-40)

t=200

SUBBASE COURSE (RC-40)

t=200

EXISTING GRADE

FINISHED GRADE

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONB7

CG-204

VERT 1 : 60

(BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CG-204

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

G R

A D

I N

R O

T I O

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIOND2

CG-204

VERT 1 : 60

(BASE)

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIOND1

CG-204

VERT 1 : 60

(BASE)

SCALE: HORIZ 1 : 300

GRADING CROSS SECTIONC1

CG-204

VERT 1 : 60

(BASE)

122.00

120.00

124.00

INLET No.

DISTANCE

ADDITIONAL

DISTANCE

BOTTOM

ELEVATION

FINISHED

GRADE

GRADIENT

EXISTING

GRADE

FREE GRADIENT

DITCH

300 x 300

118.00

STORM DRAINAGE PROFILE - 11

CU-205 SCALE; HORIZ 1 : 500

VERT 1 : 50

1:500

VUØ200

‰L

116.00

114.00

INVERT CONCRETE

FINISHED GRADE

(TOP OF DITCH)

EXISTING GRADE

L x m

FREE GRADIENT

DITCH

300 x 400 i

L i=141.0‰ L=3.690 i

INFILTRATION PIPES

L x m

Ø m

118.980

VUØ200 i=210.0‰

OUT TO D2-1

FREE GRADIENT

DITCH

300 x 400

FREE GRADIENT

DITCH

300 x 300

L x m

118.685

DITCH 300x500 i=3.0‰

IN FROM BP3

P i

L i

L i= -15.1‰ L=7.970

118.685

VUØ200 i=76.0‰

OUT TO D2-5

118.752

VUØ200 i=82.0‰

OUT TO D2-3

118.749

VUØ200 i=82.0‰

OUT TO D2-4

D i

L i=76.0‰ L=7.930

300 x 400 300 x 500

FREE GRADIENT DITCH

( FOR ROAD CROSSING )

VUØ200

INFILTRATION PIPES

118.805

DITCH 300x300 i=15.1‰

IN FROM BP2

118.763

DITCH 300x400 i=3.0‰

IN FROM D1-6

L x m

O m

GRATING COVER GRATING COVER

117.934

CIPØ150

EXIST INDUSTRIAL

WATER PIPE

117.617

VUØ200

SANITARY

SEWER PIPE

117.497

VUØ200

SANITARY

SEWER PIPE

118.687

CIPØ150

EXIST INDUSTRIAL

WATER PIPE

(BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CU-205

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

S T

O R

R A

I N

A G

R O

F I

122.00

120.00

124.00

INLET No.

DISTANCE

ADDITIONAL

DISTANCE

BOTTOM

ELEVATION

FINISHED

GRADE

GRADIENT

EXISTING

GRADE

FREE GRADIENT

DITCH

300 x 300

118.00

STORM DRAINAGE PROFILE - 21

CU-206 SCALE; HORIZ 1 : 500

VERT 1 : 50

1:500

116.00

114.00

L x m

O m

D i

L i=49.0‰ L=12.410

VUØ200

INFILTRATION PIPES

( FOR ROAD CROSSING )

300 x 400

300 x 400 300 x

300 x

300 x 400 300 x 400 300 x 300 300 x 400 300 x 400

VUØ200

FREE GRADIENT DITCH

L i

‰L

L i

L i=3.0‰ L=10.000 i=47.0‰ L=14.280

INFILTRATION PIPES

O m

L x m

117.975

VUØ200 i=128.0‰

OUT TO D2-7

117.928

VUØ200 i=157.0‰

OUT TO D2-8

118.002

VUØ200 i=160.0‰

OUT TO D2-9

118.163

VUØ200 i=27.0‰

OUT TO D2-10

118.161

VUØ200 i=29.0‰

OUT TO D2-11

118.775

VUØ200 i=49.0‰

OUT TO D2-12

INVERT CONCRETE

FINISHED GRADE

(TOP OF DITCH)

EXISTING GRADE

GRATING COVER

118.110

CIPØ150

INDUSTRIAL

WATER PIPE

117.474 CIPØ75

EXIST DOMESTIC

WATER PIPE

118.600

CIPØ150

INDUSTRIAL

WATER PIPE

(BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CU-206

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

S T

O R

R A

I N

A G

R O

F I

122.00

120.00

124.00

INLET No.

DISTANCE

ADDITIONAL

DISTANCE

BOTTOM

ELEVATION

FINISHED

GRADE

GRADIENT

EXISTING

GRADE

118.00

STORM DRAINAGE PROFILE - 31

CU-207 SCALE; HORIZ 1 : 500

VERT 1 : 50

1:500

116.00

114.00

D i=210.0‰

L=4.290

INFILTRATION

PIPES

L x m

O m

EARTH

COVER

D i=82.0‰

L=8.150

L x m

INFILTRATION

PIPES

O m

VUØ200 VUØ200

VUØ200

D i=82.0‰

L=8.190

INFILTRATION

PIPES

O m

L x m

D i=128.0‰

L=3.880

INFILTRATION

PIPES

O m

D i=157.0‰

L=2.850

INFILTRATION

PIPES

O m

D i=160.0‰

L=3.270

INFILTRATION

PIPES

O m

VUØ200

L x m

D i=224.0‰

L=3.050

L x m

INFILTRATION

PIPES

O m

VUØ200

D i=240.0‰

L=2.840

VUØ200

L x m

INFILTRATION

PIPES

O m

118.980

118.752 118.749

118.275

118.228

118.302

118.463 118.461

FINISHED GRADE

(TOP OF DITCH)

EXISTING GRADE

118.088

CIPØ150

INDUSTRIAL

WATER PIPE

118.159

CIPØ150

INDUSTRIAL

WATER PIPE

118.320

CIPØ150

INDUSTRIAL

WATER PIPE

118.320

CIPØ150

INDUSTRIAL

WATER PIPE

118.320

CIPØ150

INDUSTRIAL

WATER PIPE

(BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CU-207

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

S T

O R

R A

I N

A G

R O

F I

122.00

120.00

124.00

INLET No.

DISTANCE

ADDITIONAL

DISTANCE

BOTTOM

ELEVATION

FINISHED

GRADE

GRADIENT

EXISTING

GRADE

118.00

STORM DRAINAGE PROFILE - 41

CU-208 SCALE; HORIZ 1 : 500

VERT 1 : 50

1:500

116.00

114.00

EARTH

COVER

D i=49.0‰ L=14.250

VUØ200

L x m

INFILTRATION

PIPES

118.775

O m

E X

I S

T I N

I N

L E

T i=147.0‰ L=6.700

VUØ200

O m

EXISTING

BOX CULVERT

600 x 600

D i=15.0‰ L=2.430

VUØ200

L x m

L m

EXISTING PIPE

Ø300

D i=15.0‰ L=4.640

VUØ300

E X

I S

T I N

M A

N H

O L E

EXISTING PIPE

Ø300

19.110

SAND FOUNDATION

117.897

VUØ300

L x m

O m

D i=15.0‰ L=1.860

VUØ300

E X

I S

T I N

M A

N H

O L E

EXISTING PIPE

Ø300

117.449

VUØ300

L x m

D i=10.0‰ L=10.990

VUØ200

FINISHED GRADE

EXISTING GRADE

FINISHED GRADE

(ASPHALT PAVEMENT)

EXISTING ROAD

O m

EXISTING PIPE

Ø450

10.990

SAND FOUNDATION

118.600

CIPØ150

INDUSTRIAL

WATER PIPE

117.337 VUØ200

SANITARY SEWER PIPE

CU-5052

CU-505

(BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CU-208

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

S T

O R

R A

I N

A G

R O

F I

SANITARY SEWER PROFILE - 11

CU-209 SCALE; HORIZ 1 : 500

VERT 1 : 50

122.00

120.00

124.00

INLET No.

DISTANCE

ADDITIONAL

DISTANCE

BOTTOM

ELEVATION

FINISHED

GRADE

GRADIENT

EXISTING

GRADE

118.00

1:500

116.00

114.00

L x m

EARTH

COVER

VUØ200

S i

L / W

O m

VUØ200

117.755

VUØ200

117.549

VUØ200

117.355

124.334

SAND FOUNDATION

CU-505

S i

VUØ200

117.725

O m

L x m

38.842

SAND FOUNDATION

CU-505

FINISHED GRADE

(CONCRETE PAVEMENT)

EXISTING GRADE

VUØ200 VUØ200

S i

DITCH

300x400

119.769

DITCH

300x400

119.763

Ø m

L x m

O m

VUØ200

117.362

VUØ200

117.355

77.571

SAND FOUNDATION

CU-505

E i

VUØ200 117.646

SANITARY SEWER PIPE

VUØ200 117.975

SANITARY SEWER PIPE

118.961

CIPØ150

EXIST INDUSTRIAL

WATER PIPE

118.720

CIPØ150

INDUSTRIAL

WATER PIPE

119.036

CIPØ150

EXIST INDUSTRIAL

WATER PIPE

(BASE)

US ARMY CORPS

OF ENGINEERS

JAPAN ENGINEER DISTRICT

D A

T E

E S

I G

N E

D R

A W

C H

E C

K E

U S

R M

N G

I N

E E

I S

T R

I C

J A

P A

C O

R P

N G

I N

E E

R S

A P

CU-209

Sheet

Reference

Number:

L E

I D

I N

E E

R I N

L L C

R O

A D

W A

U I T

O K

L A

H O

K w w w L E

I D

O S c o m e n g i n e e r i n g

B C D E F G H

S C

A L E

D R

A W

I N

O D

A1 Size 594mm x 841mm

P R

O J E

I N

E E

R A

R C

H I T

E C

D A

T E

A B C D E F G H

S A

N I T

A R

E W

F I

SANITARY SEWER PROFILE - 21

CU-210 SCALE; HORIZ 1 : 500

VERT 1 : 50

122.00

120.00

124.00

INLET No.

DISTANCE

ADDITIONAL

DISTANCE

BOTTOM

ELEVATION

FINISHED

GRADE

GRADIENT

EXISTING

GRADE

118.00

1:500

116.00

114.00

L x m

EARTH

COVER

VUØ150

I L

A T

E R

S E

P A

R A

T O

VUØ200

T x

O m

This is the start of the file's text. The full file is on GovTribe.

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