Am-0003_Revised_Drawings.pdf

PDF 36 MB Posted Nov 2, 2016

Attached to: C130J Flight Simulator Facility, Yokota Air Base, Japan
Solicitation number: W912HV-16-B-0007
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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Am-0003 Revised Drawings

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File	Type	Posted
B.1.1_Abstract_of_Bids_-_OF_1419.pdf	PDF	Nov 16, 2016
Am-0003_Revised_Specifications.pdf	PDF	Nov 2, 2016
Am-0003.pdf	PDF	Nov 2, 2016
Am-0003_EM_385-1-1(Japanese_Version _FOR_INFORMATION_ONLY).pdf	PDF	Nov 2, 2016
A.8.6_Am-0002.pdf	PDF	Oct 26, 2016
A.8.6_Am-0001.pdf	PDF	Sep 7, 2016
A.8.5_Drawings_(W912HV-16-B-0007).pdf	PDF	Sep 2, 2016
A.8.5_Solicitation_(W912HV-16-B-0007).pdf	PDF	Sep 2, 2016
A.8.5_Specifications_(W912HV-16-B-0007).pdf	PDF	Sep 2, 2016

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YOKOTA AIR BASE, JAPAN

ZNRE143000

FY16 C-130J FLIGHT SIMULATOR FACILITY

Z N

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G-001

G E

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H I R

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M A

C I O

NAME: TAKASHI GUSHIKEN

REGISTRATION NO. : 106017 DATE : JUL 08 '16

I CERTIFY THAT THE DRAWINGS AND SPECIFICATIONS UNDER MY

RESPONSIBILITY ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.

LOCATION MAP

GENERAL NOTES

1. CONTRACTORS SHALL PROVIDE ENGINEERING DESIGN FOR ALL UTILITIES, FOR THIS

PROJECT COMPLETE AND READY FOR USE.

2. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PREVENT AND THE

TRANSPORT OF THE SEDIMENTS ONTO PAVED SURFACES AND INTO DRAINAGE

FACILITIES AND COMPLY WITH ALL REQUIREMENTS OF YAB ORDINANCE.

3. THE CONTRACTOR SHALL CONFIRM LOCATIONS OF ALL EXISTING UTILITIES THAT

MAY BE AFFECTED BY NEW CONSTRUCTION AT NO COST TO THE GOVERNMENT.

4. INCIDENTAL DAMAGE TO EXISTING STRUCTURES AND UTILITIES SHALL BE REPAIRED

OR REPLACED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.

5. RECONNECTION OF ALL UTILITIES INVOLVED SHALL BE CARRIED OUT WITH LEAST

POSSIBLE UTILITY SERVICE INTERRUPTION.

6. CONTRACTOR SHALL CLEAR ROADWAY WITHIN THE CONSTRUCTION AREA AFTER

COMPLETION OF EACH WORK DAY INCLUDING FINAL CLEAN-UP.

7. ALL GROUND SURFACE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED

TO MATCH EXISTING CONDITION WITHOUT ADDITIONAL COST TO THE GOVERNMENT.

8. ANY EXCAVATION AND/OR PENETRATION REQUIRES THE USE OF GROUND/WALL

PENETRATING RADAR OR X-RAY PRIOR TO DRILLING IN ORDER TO PREVENT ANY

DAMAGE TO THE REINFORCING AND/OR ANY OTHER OBJECTS.

HOKKAIDO

MISAWA AB

HONSHU

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 AREA

YOKOTA AB

MAP OF JAPAN

NOT TO SCALE

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THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

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DESIGN STAGE

D R

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I N

O D

SHEET OF 187

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P L O

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Japan District

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ENGINEERING AND CONSTRUCTION DIVISION

US ARMY ENGINEER DISTRICT, JAPAN

APO AP 96338-5010

VICINITY MAP

YOKOTA AIR BASE

PROJECT LOCATION

PROJECT AREA

T W

1105-A

1143 1147

TRUE BEARING N 9-41-47.5 W

T W

M c G

U I R

V E

DAVIS ST

W I L K

I N

CRABB AVE

LANE

M c G

U I R

V E

M c

I R

T A

A Y

T A

X I W

P E

R S

A L

T A

X I W

P E

R S

A L

I W

T A

X I W

P E

R S

A L

EAST PARALLEL

T W

(1836)

T W

2085564

1019 1018

4 4

EAST GATE

GATE #17

GATE #18

SOUTH GATE

GODFREY AVE

M A

T H

I E

D E

S E

V E

R S

ANDREWS DR

H E

G E

N B

E R

G E

G R

I S

S O

B E

N N

E T

L A

H M

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K E

N B

A C

K E

S P

A A

T W

I N

ARNOLD DR

B A

K E

V A

N D

E N

B E

H A

U G

H T

F R

I E

N D

S H

LUKE AVE

ALABAMA AVE

T U

N N

F O

U L O

B O

GOETTLER ST

CASTLE ST

E A

K E

MITCHELL RD

C A

R S

W E

L L

HAMILTON ST

HOWARD ST

C H

E L I

V E

COCHRAN

EAR

T A

I L

VANCE ST

Y O

U N

DAVIS ST

4 1

448450

SUMP

I N

WALKER BOULEVARD

T W

A c

WEST GATE

GATE #13

T O

K Y

A Q

U E

D U

C T

KEARBY

INSTRUMENT RUNWAY 11,000' X 200'

GATE #12

1108-B

1108-A

1105-B

TWY

1111-B

1111-A

FUSSA GATE

GATE #2

SUPPLY GATE

GATE #5

ABBREVIATIONS

SECTION/DETAIL CROSS REFERENCING CONVENTIONS

A-301

A-501

DETAIL

SECTION

A-201

ELEVATION

SECTION IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH

SECTION IS DRAWN

DETAIL IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH

DETAIL OF THE CONDITION IS

DRAWN

DIRECTION

ELEVATION IDENTIFICATION

NUMBER

NUMBER OF SHEET ON WHICH

ELEVATION IS DRAWN

DIRECTION

DRAWING SCALE

DRAWING TITLE NUMBER

SCALE

DRAWING TITLE

% PERCENT

& AND

/ DIVIDE BY

@ AT

° DEGREES

1ST FIRST

2ND SECOND

A/C AIR CONDITION

AAV AUTOMATIC AIR VENT

AC ALTERNATING CURRENT

AC ASPHALTIC CONCRETE

ACST ACOUSTICAL

AF AMPERE FRAME

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING

CAPACITY

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARD INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AT AMPERE TRIP

AUT AUTOMATIC

AVE AVENUE

AW ALUMINUM WINDOW

AWG AMERICAN WIRE GAGE

BD BOARD

BLDG BUILDING

CAE

CAT CATEGORY

CATV COMMUNITY ANTENNA

TELEVISION

CBT COMPUTER BASED TRAINING

CCTV CLOSED CIRCUIT TELEVISION

CFL COMPACT FLUORESCENT LAMP

CH CEILING HEIGHT

CI CAST IRON

CKT CIRCUIT

CLG CEILING

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUATION

CP CONCRETE PIPE

CPVC CHLORINATED POLYVINYL

CHLORIDE

CT CERAMIC TILE

CW COLD WATER PIPING

dB DECIBELS

DB DRY BULB

DC DIRECT CURRENT

DDC DIRECT DIGITAL CONTROL

DET DETAIL

DIA, Ø DIAMETER

DIP DUCTILE IRON PIPE

DMH DRAINAGE MANHOLE

DWG DRAWING

EA EACH

EHH ELECTRICAL HANDHOLE

EIA ELECTRONIC INDUSTRIES

ASSOCIATION

ELCB EARTH LEAKAGE CIRCUIT

BREAKER

ELEC ELECTRICAL

ELEV ELEVATOR

EMH ELECTRICAL MANHOLE

EMM ELECTRO-MECHANICAL MOTION

SYSTEM

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EXIST EXISTING

F/O FIBER OPTIC

FA FIRE ALARM

FAVB FLUID APPLIED VAPOR BARRIER

FACP FIRE ALARM CONTROL PANEL

FCC FIBER CLOTH COVERED

INSULATION

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FEP PERFLUORO

ETHYLENE-PROPYLEN

FHＹ FIRE HYDRANT

FIN FINISH

FL FLOOR LINE

FLR FLOOR

FT FEET

G GROUND

GAL GALLON

GALV GALVANIZED

GF/CI GOVERNMENT FURNISH AND

CONTRACTOR INSTALLED

GF/GI GOVERNMENT FURNISH AND

GOVERNMENT INSTALLED

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GFM GOVERNMENT FURNISHED

MATERIAL

GI GUTTER INLET

GL GROUND LEVEL

GOVT GOVERNMENT

GPH GALLON PER HOUR

GPM GALLON PER MINUTE

GSP GALVANIZED STEEL PIPE

GTB GROUND TERMINAL BAR

GWB GYPSUM WALL BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

H HIGH

HB HOSE BIBB

HOＲ HORIZONTAL

HVAC HEATING VENTILATING AND AIR

CONDITIONING

HW HOT WATER

Hz HERTZ

ID INDIRECT DRAIN

IDS INTRUSION DETECTION SYSTEM

INV INVERTER

INVX

JAN JANITOR

JIS JAPANESE INDUSTRIAL

STANDARES

k KILO kA KILOAMPERE kAIC KILOAMPERE INTERRUPTING

CAPACITY

kPa KILOPASCAL kV KILOVOLT kVA KILOVOLT AMPERES kW KILOWATT

L LENGTH

L LITER

L/h LITER PER HOUR

L/s LITER PER SECOND

LED LIGHT EMITTING DIODE

LFLI LOCKHEED MARTIN/CAE

INSTALLED EQUIPMENT

LSD LIGHT STEEL DOOR

m METER m/s METER PER SECOND m² SQUARE METER

MAINT MAINTENANCE

MAX MAXIMUM

MCB MAIN CIRCUIT BREAKER

MCCB MOLDED CASE CIRCUIT

BREAKER

MD MOTOR DAMPER

MECH MECHANICAL

MH MANHOLE

MH MOUNTING HEIGHT

MHL METAL HALIDE LAMP

MIN MINIMUM

MLO MAIN LUGS ONLY

mm MILLIMETER

MM MULTI MODE

m㎡ SQUARE MILLIMETER

MNS MASS NOTIFICATION SYSTEM

Mpa MEGA PASCAL

N/mm² NEWTON PER SQUARE

MILLIMETER

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NO NUMBER

NTB NEUTRAL TERMINAL BAR

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

P POLE

Pa PASCAL

PA PUBLIC ADDRESS

PDI PLUMBING AND DRAINAGE

INSTITUTE

PE POLYETHYLENE

PH PHASE

POC POINT OF CONNECTION

PR PAIR

PRESS PRESSURE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

QTY QUANTITY

R RADIUS

RA RETURN AIR

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

REINF REINFORCEMENT

RL ROOF LEVEL

RM ROOM

S SLOPE

SA SUPPLY AIR

SAD SUPPLY AIR DIFFUSER

SAR SUPPLY AIR REGISTER

SCHED SCHEDULE

SD STEEL DOOR

SHT SHEET

SM SINGLE MODE

SQ SQUARE

SST STAINLESS STEEL

STL STEEL

SW SWITCH

TDH TOTAL DYNAMIC HEAD

TEL TELEPHONE

TEMP TEMPERATURE

TGB TERMINATION GROUNDING BAR

THH TELEPHONE HANDHOLE

THK THICKNESS

TIA TELECOMMUNICATION

INDUSTRIES ASSOCIATION

TMGB TERMINATION MAIN

GROUNDING BAR

TMH TELEPHONE MANHOLE

TV TELEVISION

TYP TYPICAL

UFC UNIFORM FIRE CODE

V VOLT

VA VOLT AMPERE

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VERT VERTICAL

VTRAT VISUAL THREAT RECOGNITION

& AVOIDANCE TRAINER

W WATT

W WIDE

W/ WITH

WB WET BULB

WHA WATER HAMMER ARRESTOR

WP WEATHERPROOF

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

DATE: JUL 08 '16

一級建築士

(1ST CLASS ARCHITECT)

LC# 106017

TAKASHI GUSHIKEN

EXPIRATION DATE : NONE

SIGNED

A D

D I T

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N A

B B

R E

V I A

T I

FY16 C-130J Flight Simulator Facility Yokota AB, Japan

16AF0003

W912HV-16-B-0007 (Am-0003)

UTM ZONE: 54 NORTH

DATUM: WGS84

UNITS: METERS

ELLIPSOID: WGS84

APPROX. GAQ. DEC. 0^ 17' W

(2015)

GRAPHIC SCALES

2000M1000M400M

1 : 7000 SCALE IN METRIC SYSTEM

0 500M

CONTRACTOR ACCESS, HAUL ROUTE AND STAGING NOTES:

1. THE PROPOSED CONTRACTOR STAGING AREAS ARE AS SHOWN ON THE DRAWING SHEET G-102 EROSION CONTROL PLAN.

2. GATE 5 SHALL BE THE ACCESS POINT FOR ALL YOKOTA AIR BASE CONSTRUCTION TRAFFIC, ACCESS VIA OTHER YOKOTA

AIR BASE GATES IS PROHIBITED, UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICE.

3. THE CONTRACTOR EMPLOYEES WILL ONLY PARK IN AREAS DESIGNATED BY THE CONTRACTING OFFICE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE EMPLOYEE TRANSPORTATION BETWEEN THE WORK AND STAGING

AREAS IF NECESSARY.

5. ALL CONSTRUCTION TRAFFIC SHALL TRAVEL ON THE ROUTES INDICATED ON THIS DRAWING OR AS APPROVED BY THE

CONTRACTING OFFICER.

6. BASE EMERGENCY VEHICLE MUST HAVE UNRESTRICTED USE OF THE EXISTING ADJACENT ON-SITE HAUL ROUTES AT ALL

TIMES; OPERATE ON THESE ROADS WITHOUT DELAYS TO THE EMERGENCY RESPONSE TIME.

7. CONTRACTORS AREA RESPONSIBLE FOR SECURING THEIR EQUIPMENT, MATERIALS, AND VEHICLES.

8. STAGING AREA; THE GOVERNMENT SHALL PROVIDE ANY REQUIRED UTILITIES TO THE CONTRACTOR AT NO ADDITIONAL

COST.

9. ALL BARICADE LIGHTING SHALL BE VERIFIED BY THE CONTRACTOR FOR PROPER OPERATION AT THE END OF EACH DAY

BEFORE CONTRACTOR CEASES OPERATION.

10. ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE SHALL BE BORNE BY THE

CONTRACTOR, THIS INCLUDES BUT IN NOT LIMITED TO CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALL

TEMPORARY UTILITIES, ACCESS ROADS, ALL SECURITY FENCING, RESTORATION OF THE SITE AT PROJECT COMPLETION.

11. THE CONTRACTOR SHALL REMOVE EXIST AS PAVEMENTS, RESTORE GRASSED GRADING SLOPE AS PER SITE GRADING

PLAN FOR HAUL SITE STAGING AREA.

12. THE CONTRACTOR IS PERMITTED TO USE THE YOKOTA PARKING LOT GARAGE LOCATED ON THE NORTHWEST SIDE OF THE

CONSTRUCTION AREA ALONG CARSWELL STREET.

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SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

D E

S I G

N E

D W

C K

S O

L I C

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C O

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P L

L E

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B M

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F I L

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SHEET

DESIGN STAGE

D R

A W

I N

O D

SHEETSHEETSHEET OF 187

S U

B M

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T A

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P L

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Japan District

U S

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D E

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SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

D E

S I G

N E

D W

C K

S O

L I C

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A T

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C O

N T

R A

P L

L E

S U

B M

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T E

F I L

A M

S I Z

SHEET

DESIGN STAGE

D R

A W

I N

O D

SHEETSHEETSHEET OF 187

S U

B M

I T

T A

A T

P L

I S

Japan District

U S

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O R

N G

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J A

P A

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T R

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O K

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F F

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A P

C I V

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N A

T H

T R

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L A

A S

T R

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L A

A Y

A S

H I

H V

A F

PROJECT SITE

CONSTRUCTION VEHICLE

ACCESS ROUTE

BASE CONTROL POINT

BENCH MARK (YK19)

BASE CONTROL POINT

BENCH MARK (PERBASE)

BASE CONTROL POINT

BENCH MARK (YK17)

I O

T O

T A

C H

W A

MAIN GATE ACCESS ENTRY

(GATE #5)

YOKOTA AIR BASE

CONSTRUCTION SITE

(SEE ENLARGED PLAN)

BENCH MARKS

UTM COORDINATES

X Y

350004.51 3955969.308YK17

350302.14 3955734.169YK19

350527.684 3955082.882

BASE CONTROL POINT

BENCH MARK (YK17)

BASE CONTROL POINT

BENCH MARK (YK19)

BASE CONTROL POINT

BENCH MARK (YK23)

BASE CONTROL POINT

BENCH MARK (YK24)

350409.895 3955300.488

YK23

YK24

WGS84 UTM 54N SYSTEM

SURVEY NOTES:

1. SURVEY IS REFERENCED TO THE WGS84 UTM ZONE 54 COORDINATE SYSTEM, COORDINATES ARE AS SHOWN IN TABLE BELOW.

2. SURVEY CONDUCTED BY:

UNIVERSAL ENGINEERING CO., LTD. REGISTERED SURVEYOR: MR. TOMOYA ONO

3. DATE OF SURVEY: SEPTEMBER 2014

4. SURVEY UNITS ARE METERS. ELEVATION CONTOUR INTERVAL IS 0.10M.

5. CONTROL POINTS ARE ESTABLISHED BY THE BASE CONTROL POINTS ABOUND THE PROJECT SITE AS INDICATED AT THE TABLE BELOW.

O V

E R

A L

A U

O U

E S

G-101

SCALE 1:7000

OVERALL HAUL ROUTE PLAN

Z N

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V I S

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E N

W I N

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V I S

A D

D E

O T

FY16 C-130J Flight Simulator Facility Yokota AB, Japan x

419.15

419.13

419.14

419.01

419.16

419.19

419.01

419.08

419.03

419.07 419.03

419.00

418.91

418.94

418.97

418.91

418.97

418.66

418.81

418.84

418.81

418.86

418.79

418.76

418.72

418.79

418.86

418.73

418.57

418.62

418.64

418.66

418.63

418.66

418.53

418.59

418.58

418.79418.51

418.47

418.69

418.75

419.00

419.10

418.90

418.80

418.70

418.60

418.50

S S

S x

S S x

S x

SMH

TMH

H A

M I L T

MCGUIRE AVE

W x

A B A N D O N

C I P

C P

C I P

Ø150 CIP

S S x

DMH

419.18

419.83

EL=418.70

SF SF SF SF SF SF SF

S F

SFSF

S F

SF SF SF SF SF SF

S F

SF SF SF SF SF SF SF SF SF SF SF SF SF SF

S F

W W

A R

C H

I T

E C

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T O

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J A

P A

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I G

F A

C I L

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D E

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SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

D E

S I G

N E

D W

C K

S O

L I C

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A T

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C O

N T

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P L

L E

S U

B M

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T E

F I L

A M

S I Z

SHEET

DESIGN STAGE

D R

A W

I N

O D

SHEETSHEETSHEET OF 187

S U

B M

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T A

A T

P L

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Japan District

U S

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I L

I T

Y O

K O

J A

P A

K A

N O

M A

R K

D E

S C

R I P

T I O

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

D E

S I G

N E

D W

C K

S O

L I C

I T

A T

I O

C O

N T

R A

P L

L E

S U

B M

I T

T E

F I L

A M

S I Z

SHEET

DESIGN STAGE

D R

A W

I N

O D

SHEETSHEETSHEET OF 187

S U

B M

I T

T A

A T

P L

I S

Japan District

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

O K

I N

A W

R E

F F

I C

A P

C I V

I L

J O

N A

T H

T R

E L

L A

A S

T R

E L

L A

A Y

A S

H I

H V

A F

A R

C H

I T

E C

N G

I N

E E

T O

K Y

J A

P A

E S

I G

F A

C I L

I T

A N

A G

E M

E N

Z N

R E

F Y

L I G

U L

A T

I L

I T

Y O

K O

J A

P A

K A

N O

M A

R K

D E

S C

R I P

T I O

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

D E

S I G

N E

D W

C K

S O

L I C

I T

A T

I O

C O

N T

R A

P L

L E

S U

B M

I T

T E

F I L

A M

S I Z

SHEET

DESIGN STAGE

D R

A W

I N

O D

SHEETSHEETSHEET OF 187

S U

B M

I T

T A

A T

P L

I S

Japan District

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

O K

I N

A W

R E

F F

I C

A P

C I V

I L

J O

N A

T H

T R

E L

L A

A S

T R

E L

L A

A Y

A S

H I

H V

A F

GRAPHIC SCALE

E R

O S

I O

O N

T R

O N

T R

A C

T O

PROVIDE A TEMPORARY CONSTRUCTION

STEEL PANEL AROUND THE PROJECT AREA

WITHIN THE CONSTRUCTION LIMIT

G-102

SCALE 1:200

EROSION SEDIMENT CONTROL PLAN

105310 20m

1 : 200

Z N

R E

CONTRACTOR'S

OFFICE

TEMPORARY SEDIMENT BASIN WITH

TWO Ø150mm DISCHARGE PIPE

OPEN DITCH WITH TEMPORARY

CONSTRUCTION SHEET COVER

TEMPORARY CONSTRUCTION GATE

FOLDING PANEL TYPE WITH HEIGHT

CLEARANCE BAR ON TOP

EROSION & SEDIMENTATION CONTROL NOTES:

1. THE CONTRACTOR SHALL PREPARE A PROJECT-SPECIFIC EROSION AND

SEDIMENTATION CONTROL (ESC) PLAN, WHICH CONFORMS TO THE CONTRACT

SPECIFICATIONS AS WELL AS LOCAL ESC STANDARDS AND CODES. THE PLAN

SHALL BE INCLUDED IN THE ENVIRONMENTAL PROTECTION PLAN, AND

APPROVED BY THE CONTRACTING OFFICER BEFORE CONSTRUCTION

COMMENCES.

2. THE ESC PLAN SHALL INCLUDE A MINIMUM OF ONE OF THE FOLLOWING

DOCUMENTATION REQUIREMENTS:

A. WRITTEN EVIDENCE THAT SCHEDULED PERIODIC INSPECTION OF THE

ESC MEASURES WAS PERFORMED THROUGHOUT THE CONSTRUCTION

PROCESS AND THAT THE PLAN WAS CARRIED OUT APPROPRIATELY.

B. DATE-STAMPED PHOTOS WHICH SHOW THE IMPLEMENTED ESC

MEASURES AND DESCRIPTION OF ANY CORRECTIVE ACTIONS TAKEN.

C. NARRATIVE DESCRIBING THE ESC PLAN IMPLEMENTATION.

3. THE CONTRACTOR SHALL INSTALL TEMPORARY OPEN DITCH WITH SHEET

COVER PROTECTION TO ALLOW THE STORMWATER TO FLOW OUT THE

CONSTRUCTION SITE AREA. PROVIDE TEMPORARY CONSTRUCTION STEEL

PANEL FENCE, ENTRY GATE, VEHICLE TIRE WASH DOWN AREA, MATERIAL

STORAGE AREA, OPERATOR'S OFFICE AND OTHER NECESSARY

ENVIRONMENTAL PROTECTION METHODS ON THE SITE AREA.

4. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN

PLACE BEFORE EARTHWORK OPERATIONS BEGIN.

5. EXPOSED TRENCHED AREAS SHALL BE PROTECTED FROM RUNOFF AND WIND

EROSION WITH STEEL PLATE COVERS UNTIL REPAVING CAN BE

ACCOMPLISHED.

6. DRAIN INLET PROTECTION SHALL BE MONITORED PERIODICALLY AND/OR

AFTER SIGNIFICANT RAINFALL EVENTS 12.5 MILLIMETERS OR GREATER FOR

STRUCTURAL INTEGRITY AND SEDIMENT BUILD-UP. DAMAGED OR IMPROPERLY

FUNCTIONING FILTERS SHALL BE REPLACED (PAID FOR BY THE CONTRACTOR)

AND SEDIMENT ACCUMULATION SHALL BE REMOVED. AFTER EARTHWORK

OPERATIONS, EXISTING CATCH BASINS AND DRAIN MANHOLES SURROUNDING

THE PROJECT SITE SHALL BE INSPECTED AND ACCUMULATED SEDIMENT

SHALL BE REMOVED. FLUSHING INTO THE CATCH BASINS AND DRAIN

MANHOLES IS PROHIBITED.

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

EROSION OF FILL MATERIAL.

8. CONTRACTOR SHALL ENSURE ROADWAYS WILL BE PROTECTED FROM MUD,

DIRT, AND DEBRIS.

9. ALL TEMPORARY BEST MANAGEMENT PRACTICES (BMPs) SHALL NOT BE

REMOVED UNTIL PERMANENT STABILIZATION IS ESTABLISHED.

10. WASH WATER FROM WASHDOWN OF CONSTRUCTION EQUIPMENT, VEHICLES

AND CONCRETE TRUCK DRUMS SHALL BE DISCHARGED INTO THE SEDIMENT

BASIN BEFORE DISCHARGING TO THE EXISTING DRAINAGE SYSTEM ALONG THE

ROAD.

11. THE CONTRACTOR SHALL ENSURE THAT ALL TIRES OF CONSTRUCTION

VEHICLES ARE SUFFICIENTLY CLEANED OFF SO THAT DIRT OR DEBRIS IS NOT

TRACKED OFF THE CONSTRUCTION SITE. WASHING OFF TIRES WITH WATER

WILL NOT BE ACCEPTABLE UNLESS THE RUNOFF IS CONTAINED AND DOES NOT

ENTER THE STORM DRAIN SYSTEM.

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

MANAGEMENT PRACTICES SHALL BE REMOVED AND THE AREA SHALL BE

RESTORED TO ITS ORIGINAL CONDITION, OR BETTER, UPON ACCEPTANCE OF

THE PROJECT BY THE CONTRACTING OFFICER.

13. EXPOSED, DISTURBED, OR GRADED AREAS SHALL RECEIVE TEMPORARY

STABILIZATION WITHIN 14 CALENDAR DAYS. THE CONTRACTOR SHALL KEEP A

DAILY GRADING LOG AND MAP IDENTIFYING DATES OF AREAS WHEN GRADING

ACTIVITIES ARE OCCURRING. THE DAILY LOG AND MAP SHALL BE USED TO

IDENTIFY AREAS THAT SHALL BE TEMPORARILY STABILIZED.

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

MATTING SHALL BE INSTALLED.

15. THE CONTRACTOR IS RESPONSIBLE TO MANAGE OFFSITE STORMWATER TO

MEET LOCAL AND FEDERAL REGULATIONS AND SPECIFICATION

REQUIREMENTS.

16. KEEP SPILL KITS, DRIP PANS, AND OTHER POLLUTION PREVENTION AND

REMEDIATION SUPPLIES AT THE PROJECT SITE.

CONSTRUCTION VEHICLE

WASH DOWN AREA

CONSTRUCTION MATERIAL

STAGING AREA

G-102

A3.2

G-102

A3.1

OPEN DITCH WITH TEMPORARY

CONSTRUCTION SHEET COVER

TEMPORARY CONSTRUCTION STEEL

FENCE PANEL ENCLOSURE AROUND

THE PROJECT SITE, H = 2.5 ~ 3.0m

CONSTRUCTION

SITE AREA

TEMPORARY CONSTRUCTION STEEL

PANEL ENCLOSURE AROUND THE

PROJECT SITE H = 2.5 ~ 3.0m

PANEL SUPPORT (TYP)

OPEN DITCH WITH COVER

SHEETS ON SURFACE H=0.6M

3.0%

CONSTRUCTION SITE AREA

TEMPORARY CONSTRUCTION STEEL

PANEL ENCLOSURE AROUND THE

PROJECT SITE H = 2.5 ~ 3.0m

TEMPORARY SEDIMENT BASIN

3.0%

CLEAR THE CLOGGED DRAIN OF

EXISTING DRAINAGE FOR CONTINOUS

FLOW OF STORMWATER

DISCHARGE TO EXISTING

INLET (VP Ø150mmX2)

NOTE:

THE LAYOUT PLAN/MATERIALS USED

FOR EROSION CONTROL PLAN CAN BE

MODIFIED AS PER CONTRACTOR'S ACTUAL

CONSTRUCTION SCHEDULE.

EXISTING PARKING AREA

EXISTING INLET

COVER SURFACE INLET TO

PREVENT DIRTY TO FLOW IN

CONSTRUCTION LIMIT

SECTION

A3.1

TEMPORARY SEDIMENT BASIN WITH

TWO Ø150mm DISCHARGE PIPE

SECTION

A3.2

O P

E R

A T

I O

G I N

R E

E X

T E

N D

S T

R U

C T

I O

E N

C E

R E

V I S

P O

R A

L O

S U

I G

TEMPORARY SEWER

CONNECTION POINT

TEMPORARY WATER

CONNECTION POINT

A D

D E

E M

P O

R A

E R

A T

N E

C T

I O

TOP SOIL STOCKPILE AREA

WITH PVC SHEETING COVER

FY16 C-130J Flight Simulator Facility Yokota AB, Japan

FDC

FHY179

S T

W x

S D x

x SD x SD x

D x

S D x

D x

S D x

D x

S D x

D x

S D x

D x

S D x

D x

419.15

419.13

419.14

419.00

418.97

418.86

418.73

418.57

418.66

418.72

418.79418.51

418.47

418.69

BLDG 920

BLDG 907

S S

S x

S S x

S x

SMH

TMH

H A

M I L

T O

MCGUIRE AVE

W x

A B A N D O N

C I P

C P

R C P

Ø3

Ø2

Ø2 R

Ø2

S P

Ø150 CP

R C P

O H

OH.EP

OH.ESOH.ES

OH.EP

O H

S L

E S

OH.ES

OH.EP

O H

C C

Ø900 RCP

Ø2200 RCP

C I P

Ø150 CIP

S P

Ø300 CP

Ø450 RCP

S S x

R C P

Ø300 RCP

DMH

EXIST GI

TOP 418.57

OUT 417.77

419.18

419.83

EXIST GI

TOP 418.37

OUT 417.77

EL=418.40

EL=418.70

EXIST GI

TOP 419.14

OUT 417.99

EXIST GI

TOP 419.14

OUT 418.04

EXIST GI

TOP 419.15

OUT 418.15

EXIST GI

TOP 419.13

OUT 418.33

EXIST GI

TOP 419.18

OUT 418.53

EXIST GI

TOP 418.47

OUT 418.37

EXIST GI

TOP 418.32

OUT 417.42

S D

SD SD SD

SCO

S D

EXIST SMH

TOP 418.66

I.I.E 416.12

NEW I.I.E 416.53

O.I.E 416.08

EXIST GI

TOP 418.76

NEW I.I.E 417.905

O.I.E 417.90

SI#4

TOP 418.965

I.I.E 417.440

I.I.E 418.215

O.I.E 417.435

SI#5

TOP 418.715

I.I.E 417.355

I.I.E 418.015

I.I.E 417.965

O.I.E 417.350

SI#6

TOP 418.360

I.I.E 417.610

O.I.E 417.460

GI#5

TOP 419.380

O.I.E 417.505

GI#4

TOP 419.390

O.I.E 418.440

GI#6

TOP 418.83

O.I.E 417.93

SI#1

TOP 418.600

I.I.E 417.700

I.I.E 417.850

O.I.E 417.695

GI#3

TOP 419.120

I.I.E 417.500

O.I.E 417.495

GI#1

TOP 419.057

I.I.E 417.292

O.I.E 417.287

SI#8

TOP 418.665

I.I.E 417.280

I.I.E 417.915

I.I.E 417.280

O.I.E 417.275

F F

W W

SD SDSD SD SD SD

EXIST DMH

TOP 418.55

NEW I.I.E 417.220

BOT 416.01±

EXIST DMH

TOP 418.90

NEW I.I.E 417.200

BOT 416.45±

S D

SI#3

TOP 419.100

I.I.E 418.042

I.I.E 417.570

I.I.E 418.200

O.I.E 417.565

GI#2

TOP 419.195

I.I.E 417.425

O.I.E 417.420

SI#7

TOP 418.580

I.I.E 417.830

I.I.E 417.385

O.I.E 417.380

Ø150 PVC

L=8.75m,S=0.50%

L m

Ø150 PVC

L=8.75m,S=0.50%

P V C

L m

Ø 100 V

U P

S =4.00%

S D

SD SD

HCS

HCR

S D

GI#7

TOP 418.977

O.I.E 418.077

GI#8

TOP 418.872

O.I.E 417.972

GI#9

TOP 418.790

O.I.E 417.735

P V C

L m

SI#2

TOP 418.850

I.I.E 417.936

I.I.E 417.640

I.I.E 418.100

O.I.E 417.635

PIV

SCO

Ø150 PVC

L=7.50m,S=0.50%

E S

E P

E S

THH

L m

EMH

SCO

EXIST SMH

TOP 418.82

NEW I.I.E 416.70

O.I.E 416.25

FHY180

NEW C-130J FLIGHT

SIMULATOR FACILITY

FFL = 419.70

L m

GRAPHIC SCALE

U T

I L

I T

I E

L A

POINT OF CONNECTION

FOR NEW WATER LINE

EXIST STEAM VAULT

CONSTRUCTION LIMIT

A R

C H

I T

E C

N G

I N

E E

T O

K Y

J A

P A

E S

I G

F A

C I L

I T

A N

A G

E M

E N

Z N

R E

F Y

L I G

U L

A T

I L

I T

Y O

K O

J A

P A

K A

N O

M A

R K

D E

S C

R I P

T I O

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

D E

S I G

N E

D W

C K

S O

L I C

I T

A T

I O

C O

N T

R A

P L

L E

S U

B M

I T

T E

F I L

A M

S I Z

SHEET

DESIGN STAGE

D R

A W

I N

O D

SHEETSHEETSHEET OF 187

S U

B M

I T

T A

A T

P L

I S

Japan District

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

O K

I N

A W

R E

F F

I C

A P

C I V

I L

J O

N A

T H

T R

E L

L A

A S

T R

E L

L A

A Y

A S

H I

H V

A F

CU101

SCALE 1:200

UTILITIES PLAN

BLDG

SCOPE OF WORK:

LEGEND:

DRAINAGE LINE

WATER LINE

SEWER LINE

ELEVATION SPOT

FHY-XX

FIRE HYDRANT

W x

PRIMARY ELECTRICAL LINE

OH.EP

SECONDARY ELECTRICAL LINE

SERVICE ELECTRICAL LINE

COMMUNICATION LINE

COMMUNICATION HANDHOLE

THH

DRAINAGE MANHOLE

DMH

SEWER MANHOLE

SMH

STEAM LINE

ELECTRICAL POLE

TRANSFORMER

BUILDING STRUCTURE

BLDG

418.84

AC PAVEMENT

17. PROVIDE NEW SEWER LINE.

18. PROVIDE NEW SURFACE CLEANOUT.

19. PROVIDE NEW DRAINAGE LINE.

20. PROVIDE NEW GUTTER INLET.

21. PROVIDE NEW SURFACE INLET.

OH.ES

EXIST

NEW

CONCRETE SIDEWALK

SODDING

CONCRETE CURB

GUTTER INLET

SURFACE INLET

DMH

CONCRETE CURB AND GUTTER

NEW SURFACE CLEANOUT

SEE SEWER LINE - 1

POINT OF CONNECTION

FOR NEW SEWER LINE

SEE DRAINAGE LINE-2A

NEW SURFACE INLET

POINT OF CONNECTION

FOR NEW DRAINAGE LINE

POINT OF CONNECTION

FOR NEW DRAINAGE LINE

NEW SURFACE INLET

NEW GUTTER INLET

NEW SURFACE INLET

NEW DRAINAGE LINE-3

105310 20m

1 : 200

Z N

R E

C U

CONSTRUCTION LIMIT

SLOPE

SEE DRAINAGE LINE PROFILE - 1

NEW Ø150 DCIP FIRE WATER LINE

C-505

THH

EXIST DRAINAGE LINE

TO BE CONNECTED TO

THE NEW GUTTER INLET

NEW Ø150 DCIP WATER LINE

EXIST CONTROL PANEL

SEE DRAINAGE LINE-2B

FIREWATER LINE

NEW DRAINAGE LINE -1A

C-302

NEW DRAINAGE LINE-1B

C-302

C-303

NEW DRAINAGE LINE-4

C-303

NEW DRAINAGE LINE-5

C-303

NEW DRAINAGE LINE-6

C-303

CONNECT TO EXIST SEWER MANHOLE

C-508

SEE SEWER LINE - 2

NEW SURFACE CLEANOUT

C-508

R E

V I S

E R

E N

FY16 C-130J Flight Simulator Facility Yokota AB, Japan

420.00

418.00

416.00

414.00

422.00

ELEVATION

(METERS)

GROUND

ELEVATION

INVERT ELEV.

(PIPE BOTTOM)

DISTANCE

STATION

420.00

418.00

416.00

414.00

422.00

ELEVATION

(METERS)

GROUND

ELEVATION

INVERT ELEV.

(PIPE BOTTOM)

DISTANCE

STATION

420.00

418.00

416.00

414.00

422.00

ELEVATION

(METERS)

GROUND

ELEVATION

INVERT ELEV.

(PIPE BOTTOM)

DISTANCE

STATION

420.00

418.00

416.00

414.00

422.00

ELEVATION

(METERS)

GROUND

ELEVATION

INVERT ELEV.

(PIPE BOTTOM)

DISTANCE

STATION

C-302

D R

A I N

A G

R O

F I L

SCALE: HOR=1:300, VERT=1:100

DRAINAGE LINE - 1A

A R

C H

I T

E C

N G

I N

E E

T O

K Y

J A

P A

E S

I G

F A

C I L

I T

A N

A G

E M

E N

Z N

R E

F Y

L I G

U L

A T

I L

I T

Y O

K O

J A

P A

K A

N O

M A

R K

D E

S C

R I P

T I O

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

D E

S I G

N E

D W

C K

S O

L I C

I T

A T

I O

C O

N T

R A

P L

L E

S U

B M

I T

T E

F I L

A M

S I Z

SHEET

DESIGN STAGE

D R

A W

I N

O D

SHEETSHEETSHEET OF 187

S U

B M

I T

T A

A T

P L

I S

Japan District

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

O K

I N

A W

R E

F F

I C

A P

C I V

I L

J O

N A

T H

T R

E L

L A

A S

T R

E L

L A

A Y

A S

H I

H V

A F

L=10.30m,S=0.54%

Ø300 PVC Ø300 PVC

L=12.72m, S=0.51%

Ø300 PVC

L=12.29m, S=0.53%

Ø300 PVC

L=15.30m, S=0.52%

Ø300 PVC

L=13.30m, S=0.51%

Ø300 PVC

SCALE: HOR=1:300, VERT=1:100

DRAINAGE LINE - 2A

NEW GRADE

NEW Ø150 DCIP

FIRE WATER LINE

NEW Ø100 VU SEWER LINE

A R

C H

I T

E C

N G

I N

E E

T O

K Y

J A

P A

E S

I G

F A

C I L

I T

A N

A G

E M

E N

Z N

R E

F Y

L I G

U L

A T

I L

I T

Y O

K O

J A

P A

K A

N O

M A

R K

D E

S C

R I P

T I O

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

D E

S I G

N E

D W

C K

S O

L I C

I T

A T

I O

C O

N T

R A

P L

L E

S U

B M

I T

T E

F I L

A M

S I Z

SHEET

DESIGN STAGE

D R

A W

I N

O D

SHEETSHEETSHEET OF 187

S U

B M

I T

T A

A T

P L

I S

Japan District

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

O K

I N

A W

R E

F F

I C

A P

C I V

I L

J O

N A

T H

T R

E L

L A

A S

T R

E L

L A

A Y

A S

H I

H V

A F

Z N

R E

L=12.13m, S=0.54%

EXIST STEAM LINES

SCALE: HOR=1:300, VERT=1:100

DRAINAGE LINE - 1B

L=13.75m,S=0.51%

Ø300 PVC Ø300 PVC

L=25.10m, S=0.51%

Ø300 PVC

NEW CONC CURB

L=15.52m, S=0.56%

NEW CONC SIDEWALK

SCALE: HOR=1:300, VERT=1:100

DRAINAGE LINE - 2B

L=14.40m, S=0.52%

Ø300 PVC

L=20.57m, S=0.51%

Ø300 PVC

L=9.90m, S=0.56%

Ø300 PVC

NEW WATER LINE

NEW CONC SIDEWALK

NEW FIREWATER LINE

NEW AC PAVEMENT

NEW CONC BLOCK

GRAPHIC SCALE

10m510

1 : 100

201050 30m

1 : 300

PE 28mm CONDUIT

4WAY-TYPE VP100 DUCT

FEP 30mm CONDUIT

A R

C H

I T

E C

N G

I N

E E

T O

K Y

J A

P A

E S

I G

F A

C I L

I T

A N

A G

E M

E N

Z N

R E

F Y

L I G

U L

A T

I L

I T

Y O

K O

J A

P A

K A

N O

M A

R K

D E

S C

R I P

T I O

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

D E

S I G

N E

D W

C K

S O

L I C

I T

A T

I O

C O

N T

R A

P L

L E

S U

B M

I T

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Japan District

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1 1

FY16 C-130J Flight Simulator Facility Yokota AB, Japan

PRECAST CONC

CURB

APPLY EPOXY

ADHESIVE PRIOR TO

CONC APPLICATION

C-505

D R

A I N

A G

I S

C E

L L

A N

E O

A I L

NOT TO SCALE

SURFACE INLET DETAIL

GRATING W/ FRAME

(T-25)

GRATING W/ FRAME

(T-25)

NEW PIPE

C-505

C4.1

REINFORCE CONCRETE

(24N/mm

D10 @200 BOTH WAYS

LEVELING CONCRETE

(18N/mm

GRAVEL BASE

(CRUSHER-RUN,RC-40)

SLOPE

SECTION

C4.1

NOT TO SCALE

GUTTER INLET DETAIL

PLAN

NO. H

GI#4 950

165 400 150

100 715 100

I N

A R

C H

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T O

K Y

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SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

US Army Corps of Engineers

1 2 3 4 5

SHEET

IDENTIFICATION

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DESIGN STAGE

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SHEETSHEETSHEET OF 187

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Japan District

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NOT TO SCALE

LADDER RUNG DETAIL

Ø19 SUS 304 WITH

POLYPROPYLENE COAT

(YELLOW COLOR,

NON-SLIP TYPE)

NOT TO SCALE

DRAINAGE LINE TRENCHING DETAIL

NOTE: DO NOT TAMP BACKFILL USING SHOVEL OF BACKHOE.

INITIAL SAW CUT

REMOVE & REPLACE

ASPHALT, 50mm MIN OR TO

MATCH EXIST THICKNESS

APPLY TACK COAT

C-505

A1.1

GRATING W/ FRAME (T-6)

NON-SLIP TYPE

BOLT LOCK TYPE

REINFORCE CONCRETE

(24N/mm

D10 @200 BOTH WAYS

LEVELING CONCRETE

(18N/mm

GRAVEL BASE

(CRUSHER-RUN,RC-40)

SECTION

A1.1

NOTE: STEEL GRATING SPACE @12.5mm O.C

PLAN

AC PAVEMENT AREA

P I P

O D

NEW PIPE

SAND THOROUGHLY TAMPED

BACKFILL IN 150mm

LAYERS THOROUGHLY TAMPED

BASE COURSE

COMPACTED TO AT LEAST

95% OF MAXIMUM DENSITY)

EXIST SUBBASE COURSE

EXIST AC PAVEMENT

2ND SAW CUT AND

APPLY TACK COAT

SUBBASE COURSE

COMPACTED TO AT LEAST

90% OF MAXIMUM DENSITY)

EXIST BASE COURSE

NO. H

SI#1 905

900SI#6

SI#7

1,200

150 600 150

100 900 100

GRATING W/ FRAME

(T-25)

NEW PIPE

C-505

C4.2

SECTION

C4.2

PLAN

210 400 150

GRATING W/ FRAME

(T-25)

SLOPE

REINFORCE CONCRETE

(24N/mm

D10 @200 BOTH WAYS

LEVELING CONCRETE

(18N/mm

GRAVEL BASE

(CRUSHER-RUN,RC-40)

210 400 150

I N

100 760 100

300 300

NO. H

EXIST INLET EXTERIOR WALL

CONCRETE PLUG

(18N/mm

EXIST PIPE

TO BE REMOVED AND DISPOSE

NOT TO SCALE

CONCRETE PLUG DETAIL

SAND THOROUGHLY TAMPED

BACKFILL IN 150mm

LAYERS THOROUGHLY TAMPED

BASE COURSE

COMPACTED TO AT LEAST

95% OF MAXIMUM DENSITY)

CONC SIDEWALK AREA

P I P

O D

NEW PIPE

V A

R I E

F I L

SODDING AREA

CONCRETE SIDEWALK

1m H<3m

H<1m

DEPTH (H) SLOPE (N)

0.3

STRAIGHT

SAND THOROUGHLY TAMPED

BACKFILL IN 150mm

LAYERS THOROUGHLY TAMPED

NEW SODDING

P I P

O D

V A

R I E

F I L

PROVIDE NEW 100mm THK

TOP SOIL

NEW PIPE

V A

R I E

F I L

Z N

R E

GRATING W/ FRAME (T-6)

995x1000x65

BOLT LOCK TYPE

REINFORCE CONCRETE

(24N/mm

D13 @200 BOTH WAYS

LEVELING CONCRETE

(18N/mm

GRAVEL BASE

(CRUSHER-RUN,RC-40)

SECTION

A1.2

NOTE: STEEL GRATING SPACE @13.0mm O.C

200 900 200

100 1300 100

LADDER RUNG @300O.C

C-505

A1.2

200 900 200

PLAN

NO. H

SI#2

1,215

1,735

SI#3

SI#4

1,530

SI#5

1,365

SI#8

1,390

GI#6 900

50mm ANCHOR FLANGE

DETECTABLE

WARNING TAPE

DETECTABLE

WARNING TAPE

DETECTABLE

WARNING TAPE

GRATING W/ FRAME

(T-25)

GRATING W/ FRAME

(T-25)

NEW PIPE

C-505

C4.3

REINFORCE CONCRETE

(24N/mm

D13 @200 BOTH WAYS

LEVELING CONCRETE

(18N/mm

GRAVEL BASE

(CRUSHER-RUN,RC-40)

SLOPE

SECTION

C4.3

PLAN

NO. H

1,875

GI#5

200 700 200

100 1100 100

I N

GI#2

1,775

GI#3

1,625

GI#1

1,770

A D

D I T

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N A

U T

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L E

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A I L

LADDER RUNG @300O.C

FY16 C-130J Flight Simulator Facility Yokota AB, Japan

ZNRE143000C-302

ZNRE143000C-505

ZNRE143000CU101

ZNRE143000G-101

07 MECHANICAL.pdf

ZNRE143000M-002

ZNRE143000M-103

ZNRE143000M-601

ZNRE143000M-602

08 ELECTRICAL.pdf

ZNRE143000E-001

ZNRE143000E-401

ZNRE143000E-402

ZNRE143000E-602

ZNRE143000E-603

09 TELECOMMUNICATIONS.pdf

ZNRE143000T-104

ZNRE143000T-601

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