FIO_LXEZ221052 Repair Refueler Parking_PLANS_20240617.pdf

PDF 15 MB Posted Jul 29, 2024

Attached to: FY24 FWCF LXEZ221052 Repair/Upgrade Aircraft Refueler Parking Area, Kadena Air Base, Okinawa, Japan
Solicitation number: W912HV-24-Z-0025
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Jul 29, 2024

This document is a Pre-Solicitation Notice for a Design-Bid-Build construction project to repair and upgrade the aircraft refueler parking area at Kadena Air Base in Okinawa, Japan. The project is estimated to cost between $5,000,000 and $10,000,000 (YEN 600,000,000 to YEN 1,200,000,000). The repairs will involve removing existing asphalt pavement, constructing new concrete pavement with markings, and installing a concrete trench drain with heavy duty galvanized grating. Supporting work includes site improvements, demolition, and handling of Aqueous Film Forming Foam (AFFF) materials. The Government anticipates issuing an Invitation for Bids (IFB) solicitation in the 1st quarter of Fiscal Year 2025. The procurement will be open to local sources physically located and licensed to conduct business in Japan. Interested firms are requested to complete and submit the attached 'W912HV-24-Z-0025 Sources Sought Capabilities Survey' by close of business on 27 August 2024 (Japan Standard Time).

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Other files

File	Type	Posted
FIO_LXEZ221052 Repair Refueler Parking_Final DSN PLANS.pdf	PDF	Sep 4, 2024
FIO_LXEZ221052 Repair Refueler Parking_SPECS_20240819.pdf	PDF	Sep 4, 2024
W912HV-25-Z-00025_Sources Sought Capabilities Survey_240905.docx	DOCX document	Sep 4, 2024
DRAFT_00 10 00 CLIN SCHEDULE 20240801_revised.docx	DOCX document	Aug 1, 2024
DRAFT_00 10 00 CLIN SCHEDULE_AC Refueler Parking_FIO.docx	DOCX document	Jul 31, 2024
W912HV-25-Z-0025_Sources Sought Capabilities Survey .docx	DOCX document	Jul 29, 2024
FIO_LXEZ221052 Repair Refueler Parking_SPECS_20240617.pdf	PDF	Jul 29, 2024

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30DIP

100DIP

60DIP

150DIP

50DIP

CONSTRUCTION OFFICE

FUEL

TANK

CATV

AFFF

OKINAWA CITY

KADENA CITY

KADENA AIR BASE

58 329

58 330

ENGINEERING DIVISION

US ARMY ENGINEER DISTRICT, JAPAN

REPAIR/UPGRADE AIRCRAFT REFUELER

PARKING AREA LXEZ221052

KADENA AIR BASE, JAPAN

PROJECT TEAM

Architecture and Engineering:

Woolpert 343 Fountains Parkway, Suite 100 Fairview Heights, IL 62208 tel: (618) 632-7004

Cost Estimating:

Crawford Consulting 239 Highland Avenue East Pittsburgh, PA 15112 tel: (412) 823-0400 / fax: (412) 823-2004

SEAL:

LOCATION MAP

PREPARED BY U.S. ARMY ENGINEER DISTRICT, JAPAN

U.S. ARMY ENGINEER DISTRICT, JAPAN

PROJECT MANAGER DATE

CHIEF, ENGINEER BRANCH DATE

THIS PROJECT WAS DESIGNED BY JAPAN DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISRTATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152.

ELECTRICAL

Solicitation Number:

Contract Number:

VICINITY MAP

Geotechnical and Site Survey:

ESC (Enviromental Science Corportation) ESC Building 1553-231 Ishikawa Iha Uruma City, Okinawa, Japan 904-1115 tel: (+81) 98-989-0426

CIVIL

(NAME AND LICENSE)(NAME AND LICENSE)

SITE PLAN

YOKOTA AB

HOKKAIDO

MISAWA AB

NAF ATSUGI

YOKOSUKA NP

IKEGO

IWO JIMA

KADENA AB

PROJECT SITE

OKINAWA

KYUSHU

SASEBO NB

MCAS IWAKUNI

CAMP FUJI

CAMP ZAMA

SAGAMIHARA HOUSING

AREA SAGAMI GENERAL

DEPOT

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

O A

, O

A, J

R /U

C R

N G

A R

R . K

N O

S U

R . N

S H

G-001

PLAN

NORTH

FOR IN

FORMATIO

N O

NLY

G-002

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

EXISTING

SYMBOLOGY LEGEND

CLF CHAIN LINK FENCE

C.S.B. CRUSHED STONE BASE

CO SANITARY SEWER CLEANOUT

COMM COMMUNICATIONS

CONC CONCRETE

D.G.A. DENSE GRADED AGGREGATE

DL DITCH LINE

EP EDGE OF PAVEMENT

ET ELECTRIC TRANSFORMER

FES FLARED END SECTION

FH FIRE HYDRANT

GP GUY POLE

JB JUNCTION BOX

LT LIGHT

NPW NON-POTABLE WATER

OHU OVERHEAD UTILITIES

P.C.C. PORTLAND CEMENT CONCRETE

PVC POLYVINYL CHLORIDE PIPE

R/W RIGHT OF WAY

CMP CORRUGATED METAL PIPE

RCP REINFORCED CONCRETE PIPE

SIP SET #4 REBAR

TP TELEPHONE POLE

TPED TELEPHONE PEDESTAL

UP UNDERGROUND PRIMARY ELECTRIC

US UNDERGROUND SECONDARY ELECTRIC

UTLP UTILITY POLE

(124.35') TOTAL DISTANCE

ELECT MH ELECTRIC MANHOLE

PERF. PERFORATED

PROPOSED EXISTING PROPOSED

200mm

300mm

PROPOSED FENCE

EXISTING FENCE

E E E E E

COMM COMM

G G G

E E E E E

COMM COMM

W W W W

PROPOSED GAS

EXISTING GAS

EXISTING TREE LINE

SAN SAN

SD SD

PROPOSED PRIMARY ELECTRIC (UNDERGROUND)

EXISTING ELECTRIC (UNDERGROUND)

PROPOSED COMMUNICATIONS (UNDERGROUND)

EXISTING COMMUNICATIONS (UNDERGROUND)

PROPOSED INDEX CONTOUR

PROPOSED INTERMEDIATE CONTOUR

EXISTING INDEX CONTOUR

PROPOSED STORM DRAIN

EXISTING STORM DRAIN

PROPOSED SANITARY SEWER

EXISTING SANITARY SEWER

PROPOSED WATER LINE

EXISTING INTERMEDIATE CONTOUR

EXISTING WATER LINE

PROPOSED GUARD RAIL

FO FO

EXISTING GUARD RAIL

W W W W

SANITARY SEWER STRUCTURE

STORM SEWER STRUCTURE

BOLLARD

SIGN

FLAG POLE

FIRE HYDRANT

WATER VALVE

END SECTION/HEADWALL

WATER METER

CLEANOUT

STORM MANHOLE

SANITARY MANHOLE

CATCH BASIN

HVAC

T TELEPHONE MANHOLE

HEATING/AIR CONDITIONING UNIT

GAS UTILITY MARKER

ELECTRIC MANHOLE

ELECTRIC PEDESTAL

TELEPHONE UTILITY MARKER

CABLE UTILITY MARKER

ELECTRIC UTILITY MARKER

POST (FENCE, WOOD, STEEL, CONCRETE)

ELECTRIC PULL BOX

TRANSFORMER

DISABLED PARKING SYMBOL

BENCH MARK

GRADE ELEVATION

200mmSAN SAN

300mmSD SD

VTVT TELEVISION RISER

SOIL BORING HOLE

150mm

LIGHT POLE

EXISTING SANITARY SEWER FORCE MAIN FM FM FM FM

TRAFFIC SIGNAL POLE

FOUND MONUMENT

INLET PROTECTION

150mm

CURB INLET

DROP INLET

EXISTING PROPERTY LINE

PROPOSED PROPERTY LINE

PROPOSED DITCH

EXISTING SETBACK

PROPOSED SETBACK

EXISTING PAVEMENT

EXISTING GRAVEL

EXISTING BUILDING

EXISTING WALLS

EXISTING SIDEWALK

PROPOSED FIBER OPTIC

EXISTING FIBER OPTIC

CONTRACTOR WORK LIMITS

ADJOINING PROPERTY OWNERS

EXISTING PARKING SPACE

EXISTING BACK OF CURB

EXISTING FACE OF CURB

EXISTING DITCH

EXISTING PROPERTY EASEMENT C/EC/E

GT GREASE TRAP GT

PB PB

ELECTRICAL JUNCTION BOX J

GAS VALVEG G

DI C

ABBREVIATIONS

MW MONITORING WELL

XXmm TREE

E E

XX.XXX FINISH GRADE

HP XX.XXX HIGH POINT

LP XX.XXX LOW POINT

EX XX.XXX EXISTING GRADE

TW:XX.XXX

BW:XX.XXX

TOP OF WALL

BOTTOM OF WALL

TMH TELECOMMUNICATIONS MANHOLE C

EXISTING WATER LINE (RECORD) W(R) W(R)

EXISTING SANITARY SEWER FORCE MAIN (RECORD) FM(R) FM(R)

LPG(R)LPG(R)EXISTING FUEL LINE (RECORD)

ELECTRIC METER

POST INDICATOR VALVE

PIVPIV

ELECTRIC HANDHOLEH H

M M

GTGT

J J

PBPB

800.00

1.1

EXA1

EX1.1

FOR IN

FORMATIO

L R

O U

G-003

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

GATE 3

GATE 1

REFUELER LOT

PROJECT LOCATION

DOUGLAS BLVD

NOT TO SCALE

HAUL ROUTED9

PLAN

NORTH

MCKENNON AVE

FH SMITH DR

FOR IN

FORMATIO

S 3112

73112

E E

WWWWWWWW

W W

W AF

WWWWWWWWWWWWWWWWW

W W

WWWW

W W

COMM

C O

M M

C O

M M

COMM

LPG

SD SDSD SD

SDSDSD SD

SAN

SANSAN

SAN

SAN SAN

SAN

SIGNPOST

73111

73128

ASPHALT

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LAWN LAWN

LAWN

FH SM

ITH DRIVE

LAWN

STEPS

AFFF AFFF AFFF

AFFF

AFFF AFFF AFFF

AREA REQUIRING

ARCHAEOLOGICAL

MONITORING AND

DATA RECOVERY

AREA REQUIRING ARCHAEOLOGICAL

MONITORING AND DATA RECOVERY

B-1

B-3

B-5

B-2

B-4

0 m12.5 25

PLAN

NORTH

L O

B-100SCALE 1:500

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

SCALE = 1:500

BORING LOCATION MAPA1

LEGEND

BORING LOCATION

FOR IN

FORMATIO

G L

O G

B-101

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

FOR IN

FORMATIO

S 3112

TBOX

GROUND WIRE

SWITCH PANEL

SET-3112

PREFAB

GROUND WIRE

SHOWER

GROUND WIRE

73112

GROUND WIRE

TABLE

SET-3135

WATER FAUCET

PANEL PF

E E

20DIP

60DIP

DIP

GROUND WIRE

SWITCH AIR VENT

AIR VENT

WATER METER

PIPE PIPE

PIPE

PIPEPIPE

PIPE

FUEL TANK

E E

WWWWWWWW

W W

W AF

WWWWWWWWWWWWWWWWW

W W

WWWW

W W

COMM

C O

M M

C O

M M

COMM

LPG

SD SDSD SD

SDSDSD SD

600CP

SAN

300CP

SAN

SAN SAN

SAN

300CP

UNKNOWN5

UNKNOWN12

UNKNOWN13

UNKNOWN5

R5-201

R5-202

R5-401

R5-402

R5-403

R5-404

R5-405

R5-406

R5-407

R5-408

R5-409

UNKNOWN6

UNKNOWN15

UNKNOWN14

UNKNOWN1

UNKNOWN8

GATE#3

PANEL

FUEL

TANK

GATE#4

CONTAINER

EBOX

BOLLARDS

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND WIRE

GROUND

WIRE

GROUND

WIRE

SIGNPOST

FIRE EXT

PUMP

OPE SW

FENCE

WATER

FAUCET

PREFAB

IRON

PLATE

JET FUEL

JP-8 F-34

OIL

WATER

SEPARATOR

73111

73128

ASPHALT

SANITARY MH

TC=45.15

INV=45.96(W)

INV=41.96(E)

300 CP

SANITARY MH

TC=44.01

INV=41.40(E)

INV=41.49(N)

INV=41.40(W)

SANITARY MH

TC=42.80

INV=40.95(E)

INV=40.94(W)

300 VP

OIL/WATER SEPARATOR

INV=41.80(S)

INV=41.76(W)

300 DIP

INV=41.70(E)

300 CP

30 DIP

OIL/WATER

SEPARATOR

SANITARY MH

TC=42.82

INV=42.01(SE)

INV=41.97(NW)

200 CP

SANITARY MH

TC=46.32

INV=45.22(NW)

INV=45.22(SE)

200 CP

SANITARY MH

TC=47.63

INV=47.12

SANITARY MH

TC=48.37

INV=46.43

SANITARY MH

TC=46.01

INV=44.81(S)

INV=45.05(NE)

INV=44.80(NW)

300 C P

300 CP

SANITARY MH

TC=46.86

INV=45.88(SE)

INV=45.84(NW)

INV=45.06

600 CP

INV=45.07

SANITARY MH

TC=42.22

INV=40.62(SE)

INV=40.59(NW)

300 CP

SANITARY MH

TC=44.40

INV=43.05(NW)

INV=43.05(SE)

300 CP

SANITARY MH

TC=42.37

INV=41.06(S)

INV=41.05(W)

FIRE EXT

PUMP OPE SW

SANITARY MH

TC=48.06

INV=45.12

FIRE EXT

PUMP OPE SW

AIR FOAM

BOX

AIR FOAM

BOX

FIRE EXT

PUMP OPE SW

900 CP

INV=39.66

INV=39.69 INV=43.13

INV=43.11

UNKNOWN 2

INV=

42.80

INV=

42.80

UNKNOWN 3

UNKNOWN 4

UNKNOWN 5

SANITARY MH

TC=41.50

INV=40.04(E)

INV=40.02(NW)

300 VP

SANITARY MH

TC=39.43

INV=35.04

INV=37.06

INV=37.98

UNKNOWN 10

600CP

SANITARY MH

TC=41.61

INV=40.35(SE)

INV=40.34(SW)

SANITARY MH

TC=41.72

INV=39.64(NE)

INV=39.53(SE)

INV=39.51(NW)

INV=39.54(S)

300 CP20

C P

SANITARY MH

TC=41.76

INV=40.40(N)

INV=40.44(S)

SANITARY MH

TC=41.78

INV=40.63(N)

INV 50 DIP = 41.45(W)

INV 100 DIP = 40.69(W)

SANITARY MH

TC=42.32

INV=41.29(SE)

INV=41.28(N)

CLEANOUT

TC=42.19

SANITARY MH

TC=42.31

INV=41.33(N)

INV=41.32(NW)

CP100 CP

STORM INLET

INV=41.10(NE)

INV=41.01(SW)

INV=41.48(NW)

STORM MH

TC=41.81

INV=40.76(SW)

INV=40.76(N)

INV=40.85(E)

300 CP

SANITARY MH

TC=41.66

INV=40.26(SE)

INV=40.24(SW)

150 CP

STORM MH

TC=40.34

INV=37.75(NE)

INV=37.75(SW)

STORM MH

TC=41.97

INV=40.75(NE)

INV=40.63(NW)

INV=40.65(SE)

STORM MH

INV=37.39

STORM MH

INV=36.70

STORM INLET

INV=40.19(NE)

INV=39.10(S)

300CP

STORM INLET

TC=41.39

INV=39.82(N)

INV=39.82(E)

OIL/WATER

SEPARATOR

INV=39.76(W)

INV=39.58(S)

STORM MH

TC=44.43

INV 50 VP=34.18(N)

INV 150 VP=33.49(NE)

UNKNOWN 9

UNKNOWN 14

UNKNOWN 6

UNKNOWN 14

UNKNOWN 15

UNKNOWN 11

UNKNOWN 14

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LAWN LAWN

LAWN

FH SM

ITH DRIVE

LAWN

STEPS

AFFF AFFF AFFF

AFFF

AFFF AFFF AFFF

AREA REQUIRING

ARCHAEOLOGICAL

MONITORING AND

DATA RECOVERY

AREA REQUIRING ARCHAEOLOGICAL

MONITORING AND DATA RECOVERY

46.00

5 43.50

.50

45.75

46.25

46.50

46.75

43.00

44.00

45.00

46.00

.50

.75

42.75

43.25

43.50

43.75

44.25

44.50

44.75

45.25 45.50

45.75

46.25

46.50

46.75

.00

.25

.00

44.25

42.25

44.00

.00

.25

.50

43.75

.25

.50

.75

.25

41.50

41.75 41.75

42.25

.50

42.75

41.00

41.25

0 m12.5 25

G S

C O

N D

N S

V-100SCALE 1:500

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

GENERAL SHEET NOTES:

1. REFER TO SHEET G-002 FOR LEGEND

2. UTILITIES SHOWN ARE FROM A COMBINATION OF FIELD

LOCATED EVIDENCE AND RECORD DRAWINGS.

3. CONTRACTOR SHALL RESTORE TO

PRE-CONSTRUCTION STATE ANY ITEMS THAT ARE

DAMAGED DURING CONSTRUCTION.

4. THE BASIS OF MERIDIAN FOR THIS TOPOGRAPHIC

SURVEY IS THE JAPAN GEODETIC DATUM (JGD) 2011,

ZONE 15 AND IS IN INTERNATIONAL METRIC UNITS.

5. THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY

ENVIRONMENTAL SCIENCE CORPORATION DATED

JANUARY 2024.

SCALE = 1:250

EXISTING SITE CONDITIONSA1

BENCHMARK INFORMATION:

BENCHMARK R5-201

N: 38050.726 E: 26643.760

ELEV: 43.577

BENCHMARK R5-202

N: 38108.700 E: 26535.052

ELEV: 40.359

BENCHMARK R5-401

N: 38028.075 E: 26704.532

ELEV: 46.426

BENCHMARK R5-402

N: 38083.869 E: 26713.855

ELEV: 45.854

BENCHMARK R5-403

N: 38141.052 E: 26715.871

ELEV: 44.743

BENCHMARK R5-404

N: 38183.818 E: 26749.576

ELEV: 46.698

BENCHMARK R5-405

N: 38228.805 E: 26723.085

ELEV: 45.340

BENCHMARK R5-406

N: 38218.678 E: 26669.364

ELEV: 43.064

BENCHMARK R5-407

N: 38223.227 E: 26609.624

ELEV: 41.626

BENCHMARK R5-408

N: 38167.829 E: 26609.874

ELEV: 42.214

BENCHMARK R5-409

N: 38151.189 E: 26558.875

ELEV: 41.888

FOR IN

FORMATIO

S 3112

TBOX

GROUND WIRE

SWITCH PANEL

SET-3112

PREFAB

GROUND WIRE

SHOWER

GROUND WIRE

73112

GROUND WIRE

TABLE

SET-3135

WATER FAUCET

PANEL PF

E E

20DIP

60DIP

DIP

GROUND WIRE

SWITCH AIR VENT

AIR VENT

WATER METER

PIPE PIPE

PIPE

PIPEPIPE

PIPE

FUEL TANK

E E

WWWWWWWW

W W

W AF

WWWWWWWWWWWWWWWWW

W W

WWWW

W W

COMM

C O

M M

C O

M M

COMM

LPG

SD SDSD SD

SDSDSD SD

600CP

SAN

300CP

SAN

SAN SAN

SAN

300CP

UNKNOWN5

UNKNOWN12

UNKNOWN13

UNKNOWN5

R5-201

R5-202

R5-401

R5-402

R5-403

R5-404

R5-405

R5-406

R5-407

R5-408

R5-409

UNKNOWN6

UNKNOWN15

UNKNOWN14

UNKNOWN1

UNKNOWN8

GATE#3

PANEL

FUEL

TANK

GATE#4

CONTAINER

EBOX

BOLLARDS

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND WIRE

GROUND

WIRE

GROUND

WIRE

SIGNPOST

FIRE EXT

PUMP

OPE SW

FENCE

WATER

FAUCET

PREFAB

IRON

PLATE

JET FUEL

JP-8 F-34

OIL

WATER

SEPARATOR

73111

73128

ASPHALT

SANITARY MH

TC=45.15

INV=45.96(W)

INV=41.96(E)

300 CP

SANITARY MH

TC=44.01

INV=41.40(E)

INV=41.49(N)

INV=41.40(W)

SANITARY MH

TC=42.80

INV=40.95(E)

INV=40.94(W)

300 VP

OIL/WATER SEPARATOR

INV=41.80(S)

INV=41.76(W)

300 DIP

INV=41.70(E)

300 CP

30 DIP

OIL/WATER

SEPARATOR

SANITARY MH

TC=42.82

INV=42.01(SE)

INV=41.97(NW)

200 CP

SANITARY MH

TC=46.32

INV=45.22(NW)

INV=45.22(SE)

200 CP

SANITARY MH

TC=47.63

INV=47.12

SANITARY MH

TC=48.37

INV=46.43

SANITARY MH

TC=46.01

INV=44.81(S)

INV=45.05(NE)

INV=44.80(NW)

300 C P

300 CP

SANITARY MH

TC=46.86

INV=45.88(SE)

INV=45.84(NW)

INV=45.06

600 CP

INV=45.07

SANITARY MH

TC=42.22

INV=40.62(SE)

INV=40.59(NW)

300 CP

SANITARY MH

TC=44.40

INV=43.05(NW)

INV=43.05(SE)

300 CP

SANITARY MH

TC=42.37

INV=41.06(S)

INV=41.05(W)

FIRE EXT

PUMP OPE SW

SANITARY MH

TC=48.06

INV=45.12

FIRE EXT

PUMP OPE SW

AIR FOAM

BOX

AIR FOAM

BOX

FIRE EXT

PUMP OPE SW

900 CP

INV=39.66

INV=39.69 INV=43.13

INV=43.11

UNKNOWN 2

INV=

42.80

INV=

42.80

UNKNOWN 3

UNKNOWN 4

UNKNOWN 5

SANITARY MH

TC=41.50

INV=40.04(E)

INV=40.02(NW)

300 VP

SANITARY MH

TC=39.43

INV=35.04

INV=37.06

INV=37.98

UNKNOWN 10

600CP

SANITARY MH

TC=41.61

INV=40.35(SE)

INV=40.34(SW)

SANITARY MH

TC=41.72

INV=39.64(NE)

INV=39.53(SE)

INV=39.51(NW)

INV=39.54(S)

300 CP20

C P

SANITARY MH

TC=41.76

INV=40.40(N)

INV=40.44(S)

SANITARY MH

TC=41.78

INV=40.63(N)

INV 50 DIP = 41.45(W)

INV 100 DIP = 40.69(W)

SANITARY MH

TC=42.32

INV=41.29(SE)

INV=41.28(N)

CLEANOUT

TC=42.19

SANITARY MH

TC=42.31

INV=41.33(N)

INV=41.32(NW)

CP100 CP

STORM INLET

INV=41.10(NE)

INV=41.01(SW)

INV=41.48(NW)

STORM MH

TC=41.81

INV=40.76(SW)

INV=40.76(N)

INV=40.85(E)

300 CP

SANITARY MH

TC=41.66

INV=40.26(SE)

INV=40.24(SW)

150 CP

STORM MH

TC=40.34

INV=37.75(NE)

INV=37.75(SW)

STORM MH

TC=41.97

INV=40.75(NE)

INV=40.63(NW)

INV=40.65(SE)

STORM MH

INV=37.39

STORM MH

INV=36.70

STORM INLET

INV=40.19(NE)

INV=39.10(S)

300CP

STORM INLET

TC=41.39

INV=39.82(N)

INV=39.82(E)

OIL/WATER

SEPARATOR

INV=39.76(W)

INV=39.58(S)

STORM MH

TC=44.43

INV 50 VP=34.18(N)

INV 150 VP=33.49(NE)

UNKNOWN 9

UNKNOWN 14

UNKNOWN 6

UNKNOWN 14

UNKNOWN 15

UNKNOWN 11

UNKNOWN 14

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LAWN LAWN

LAWN

FH SM

ITH DRIVE

PHASE 1

PHASE 2

LAWN

STEPS

AFFF AFFF AFFF

AFFF

AFFF AFFF AFFF

AREA REQUIRING

ARCHAEOLOGICAL

MONITORING AND

DATA RECOVERY

AREA REQUIRING ARCHAEOLOGICAL

MONITORING AND DATA RECOVERY

TYP

6TYP

TYP

8 TYP

6TYP

6TYP 7

0 m12.5 25

N P

CD100SCALE 1:500

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

GENERAL SHEET NOTES:

1. REFER TO SHEET G-002 FOR LEGEND

2. UTILITIES SHOWN ARE FROM A COMBINATION OF FIELD

LOCATED EVIDENCE AND RECORD DRAWINGS.

3. CONTRACTOR SHALL RESTORE TO

PRE-CONSTRUCTION STATE ANY ITEMS THAT ARE

DAMAGED DURING CONSTRUCTION.

4. THE BASIS OF MERIDIAN FOR THIS TOPOGRAPHIC

SURVEY IS THE JAPAN GEODETIC DATUM (JGD) 2011,

ZONE 15 AND IS IN INTERNATIONAL METRIC UNITS.

5. THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY

ENVIRONMENTAL SCIENCE CORPORATION DATED

JANUARY 2024.

6. ANY UTILITY/UTILITY STRUCTURE NOT MARKED FOR

DEMOLITION SHALL REMAIN IN SERVICE. PROTECT

DURING CONSTRUCTION.

7. AQUEOUS FILM-FORMING FOAM (AFFF) SYSTEM

PREVIOUSLY DRAINED. CONTRACTOR TO

DRAIN/SUCTION LINES PRIOR TO DECONSTRUCTION.

SHEET KEYNOTES:

LEGEND:

1. UTILITY TO REMAIN. CONTRACTOR TO PROTECT

DURING CONSTRUCTION.

2. UTILITY STRUCTURE TO REMAIN. CONTRACTOR TO

PROTECT DURING CONSTRUCTION. STRUCTURE LID TO

BE ADJUSTED TO PROPOSED GRADE.

3. CONTRACTOR TO REMOVE LIGHT POLE AND BASE.

4. CONTRACTOR TO CONTAIN, REMOVE, AND DISPOSE OF

ABANDONED AFFF SYSTEM, INCLUDING BUT NOT

LIMITED TO HYDRANTS, LATERALS, VALVES AND

CONTAMINATED SOIL. CONTRACTOR TO DISPOSE OF

HAZARDOUS WASTE APPROPRIATELY AND CUT AND

CAP LINE PRIOR TO ENTERING BUILDING 3133.

5. CONTRACTOR TO REMOVE ABANDONED POWER POLE.

6. CONTRACTOR TO REMOVE BOLLARD.

7. CONTRACTOR TO REMOVE FIRE EXTINGUISHER PUMP.

8. CONTRACTOR TO REMOVE GROUND WIRE.

9. CONTRACTOR TO REMOVE AIR FOAM BOX.

CONTRACTOR TO PROVIDE FULL

DEPTH ASPHALT REMOVAL. SAWCUT

TO PROVIDE CLEAN EDGE.

CONTRACTOR TO MILL ASPHALT TO

DEPTH OF 50mm.

LIMITS OF CONSTRUCTION

CONTRACTOR TO PROVIDE FULL

DEPTH SAWCUT

CONTRACTOR TO REMOVE AFFF PIPE,

SEE KEYNOTE 4 ON THIS SHEET.

SCALE = 1:500

DEMOLITION PLANA1

AFFF

FOR IN

FORMATIO

S 3112

TBOX

GROUND WIRE

SWITCH PANEL

SET-3112

PREFAB

GROUND WIRE

SHOWER

GROUND WIRE

73112

GROUND WIRE

TABLE

SET-3135

WATER FAUCET

PANEL PF

E E

GROUND WIRE

SWITCH AIR VENT

AIR VENT

WATER METER

PIPE PIPE

PIPE

PIPEPIPE

PIPE

GATE#3

PANEL

GATE#4

CONTAINER

EBOX

BOLLARDS

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND WIRE

GROUND

WIRE

GROUND

WIRE

SIGNPOST

FENCE

WATER

FAUCET

PREFAB

IRON

PLATE

JET FUEL

JP-8 F-34

OIL

WATER

SEPARATOR

73111

73128

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LAWN LAWN

LAWN

FH SM

ITH DRIVE

PHASE 1

PHASE 2

LAWN

STEPS

12.19 TYP

7.92

2.74

9.16 TYP

12.69 12.69 12.19

5.11 7.92

7.92

12.19

TYP

12.19 TYP

9.16 TYP

60°

TYP

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

0 m12.5 25

CS100SCALE 1:500

R-11 (REFUELER VEHICLE) 41 SPACES

R-12 (HYDRANT SERVICING VEHICLE) 16 SPACES

C-300 (FUEL TRUCK) 4 SPACES

GOVERNMENT VEHICLES 5 SPACES

EXISTING PARKING AT BLDG 3135 12 SPACES

EXISTING PARKING AT BLDB 3127 4 SPACES

TOTAL PARKING 82 SPACES

GENERAL SHEET NOTES:

1. REFER TO SHEET G-002 FOR LEGEND

2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS

FROM ALL AGENCIES THAT APPLY TO THE PROJECT

PRIOR TO BEGINNING CONSTRUCTION.

SHEET KEYNOTES:

LEGEND:

1. CONTRACTOR TO PAINT 100mm WIDE STRIPE, WHITE

PAINT TYPICAL.

2. CONTRACTOR TO PROVIDE, FURNISH AND INSTALL

NEW LIGHT POLE, SEE ELECTRICAL PLANS FOR

ADDITIONAL INFORMATION.

3. CONTRACTOR TO INSTALL NEW BOLLARD, SEE DETAIL

A16/ES501.

4. CONTRACTOR TO INSTALL NEW BARRIER CURB, SEE

DETAIL N17/CS500.

5. CONTRACTOR TO RE-STRIPE PARKING TO MATCH

EXISTING, WHITE PAINT TYP.

6. PARKING SPACE NUMBERS, COORDINATE SIZE AND

COLOR WITH BCE.

7. CONTRACTOR TO INSTALL NEW TRENCH DRAIN, SEE

SHEET CG100 FOR ADDITIONAL DETAILS.

8. CONTRACTOR TO INSTALL NEW CONCRETE SWALE,

SEE DETAIL F17/CS500.

CONTRACTOR TO PROVIDE FULL DEPTH

ASPHALT PAVEMENT, SEE DETAIL

N6/CS500.

CONTRACTOR TO PROVIDE HEAVY

DUTY CONCRETE PAVEMENT, SEE

DETAIL N12/CS500.

CONTRACTOR TO PROVIDE 50mm

ASPHALT OVERLAY, SEE DETAIL

F6/CS50.

LIMITS OF CONSTRUCTION

PARKING DATA:

SCALE = 1:500

SITE PLANA1

FOR IN

FORMATIO

S 3112

TBOX

GROUND WIRE

SWITCH PANEL

SET-3112

PREFAB

GROUND WIRE

SHOWER

GROUND WIRE

73112

GROUND WIRE

TABLE

SET-3135

WATER FAUCET

PANEL PF

E E

GROUND WIRE

SWITCH AIR VENT

AIR VENT

WATER METER

PIPE PIPE

PIPE

PIPEPIPE

PIPE

GATE#3

PANEL

GATE#4

CONTAINER

EBOX

BOLLARDS

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND WIRE

GROUND

WIRE

GROUND

WIRE

SIGNPOST

FENCE

WATER

FAUCET

PREFAB

IRON

PLATE

JET FUEL

JP-8 F-34

OIL

WATER

SEPARATOR

73111

73128

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LAWN LAWN

LAWN

FH SM

ITH DRIVE

PHASE 1

PHASE 2

LAWN

STEPS

4.72 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

C C C C C C C C C C C C C C C C C C CC C

C C C C C C C C C C C C C C C C

E E

R R

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

0 m12.5 25

G P

CJ100SCALE 1:500

GENERAL SHEET NOTES:

1. REFER TO SHEET G-002 FOR LEGEND

2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS

FROM ALL AGENCIES THAT APPLY TO THE PROJECT

PRIOR TO BEGINNING CONSTRUCTION.

LEGEND:

CONTROL JOINT, SEE DETAIL F11/CS500.

EXPANSION JOINT, SEE DETAIL

F11/CS500.

REINFORCEMENT (WWF)

SCALE = 1:500

JOINTING PLANA1

FOR IN

FORMATIO

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

CS500

SCALE = NTS

ASPHALT PAVEMENTN6

SCALE = NTS

CONCRETE PAVEMENTN12

75mm HOT MIX ASPHALT SURFACE

SUBGRADE

150mm BASE COURSE

(MECHANICAL STABILIZED LAYER)

M-40, MR-40

200mm SUBBASE COURSE

(CRUSHER RUN) C-40, RC-40

NOTE:

CONTROL JOINTS 3 m O.C. MAX. SEE SHEET CJ100 FOR JOINTING

220 mm PCC PAVEMENT

SUBGRADE

150 mm AGG. BASE C-40, RC-40

EXPANSION JOINT

NOT TO SCALE

CONTROL JOINT

NOT TO SCALE

6mm RADIUS

SEE SPECIFICATION 32 01 19.61

SEALING OF JOINTS IN RIGID

PAVEMENT. COLOR TO MATCH

CONCRETE.

PREFORMED EXPANSION

JOINT MATERIAL SHALL BE

FULL DEPTH

6mm HAND TOOLED

RADIUS (TYP)

PCC PAVEMENT

HAND TOOLED JOINT (DEPTH = d/4)

NOTES:

1. TRANSVERSE CONTRACTION SHALL BE SO SPACED THAT THE RATIO

OF SLAB LENGTH TO WIDTH WILL NOT EXCEED 1.0 - 1.25

2. USE EXPANSION JOINTS WHERE PAVEMENT ABUTS BUILDING,

FOUNDATIONS, MANHOLES, INLETS, OR OTHER FIXED OBJECTS.

13mm

SCALE = NTS

ASPHALT PAVEMENTF11

800mm

400mm 400mm

250mm

50 mm

SECTION A-A

CONCRETE SWALE TO

U-SHAPED DRAIN

800mm

CONCRETE

SCALE = NTS

CONCRETE SWALEF17

m m

PAVEMENT

152 mm m m

152 mm

127 mm m m

13 mm m m

NOTES:

1. EXPANSION JOINT MATERIAL AND JOINT SEALER IS NOT REQUIRED FOR THAT

PORTION OF THE CURB WHICH IS ADJACENT TO A FLEXIBLE TYPE PAVEMENT.

BOTH MATERIALS ARE REQUIRED AS DETAILED FOR THE FULL HEIGHT OF RIGID

PAVEMENT AND CONCRETE BASES.

SCALE = NTS

BARRIER CURBN17

SUBGRADE

EXISTING GRAVEL BASE

SCALE = NTS

MILL AND OVERLAY ASPHALTF6

NOTES:

1. WHEN MILLING OPERATIONS PRODUCE A ROUNDED EDGE, THEN

SAW CUT SHALL BE USED TO MANUFACTURE A PERPENDICULAR

EDGE AS SHOWN IN THE DETAIL.

EXISTING ASPHALT BASE

ASPHALT TACK COAT

MILL EXISTING ASPHALT AND INSTALL 50mm

ASPHALT SURFACE COURSE, SEE ASPHALT

PAVEMENT SECTION

NOTES:

1. WHEN MILLING OPERATIONS PRODUCE A ROUNDED EDGE, THEN SAW CUT SHALL

BE USED TO MANUFACTURE A PERPENDICULAR EDGE AS SHOWN IN THE DETAIL.

ROUNDED EDGE FROM

MILLING OPERATION

HOT-MIX ASPHALT SURFACE

REMOVAL (COLD MILLING)

DIRECTION OF HOT-MIX

SURFACE REMOVAL

SAWCUT

REMOVE BY UNIFORM CUT (REMOVAL

INCIDENTAL TO MILLING OPERATIONS)

SCALE = NTS

HOT-MIX ASPHALT DETAIL AT BUFF JOINTSA17

EXISTING SURFACE

FOR IN

FORMATIO

S 3112

TBOX

SWITCH PANEL

SET-3112

73112

SET-3135

PANEL PF

E E

WATER METER

SD SDSD SD

SDSDSD SD

600CP

R5-201

R5-202

R5-401

R5-402

R5-403

R5-404

R5-405

R5-406

R5-407

R5-408

R5-409

GATE#3

PANEL

GATE#4

EBOX

SIGNPOST

73111

73128

300 DIP

INV=41.70(E)

300 CP

INV=45.06

INV=45.07

INV=39.66

INV=39.69 INV=43.13

INV=43.11

INV=

42.80

INV=

42.80

INV=37.06

INV=37.98

STORM INLET

INV=41.10(NE)

INV=41.01(SW)

INV=41.48(NW)

STORM MH

TC=41.81

INV=40.76(SW)

INV=40.76(N)

INV=40.85(E)

STORM MH

TC=40.34

INV=37.75(NE)

INV=37.75(SW)

STORM MH

TC=41.97

INV=40.75(NE)

INV=40.63(NW)

INV=40.65(SE)

STORM MH

INV=37.39

STORM MH

INV=36.70

STORM INLET

INV=40.19(NE)

INV=39.10(S)

300CP

STORM INLET

TC=41.39

INV=39.82(N)

INV=39.82(E)

OIL/WATER

SEPARATOR

INV=39.76(W)

INV=39.58(S)

STORM MH

TC=44.43

INV 50 VP=34.18(N)

INV 150 VP=33.49(NE)

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LAWN LAWN

LAWN

FH SM

ITH DRIVE

PHASE 1

PHASE 2

LAWN

STEPS

.00

44.00

46.00

41.50

41.75 41.75

42.25

42.50

.25

.50

43.75

.25

46.25

.0 0 47

47.00

42.00

.50

41.25 41 .5

0 41.75

42.25

42.50

43.00

0 45 .0

46.00

42.75

43.25

0 43 .7

45.50

.50

45.75

.75

46.25

46.50

TYP

43.75

0+00 1+00

1+61

0+00 1+00 1+27

B-1

B-3

B-5

B-2

B-4

8m ~ 450mm SD @ 0.35%

31m ~ 450mm SD @ 0.35%

U-S

HAPED D

RAIN

U -S

CONCRETE SWALE @ 3.5%

CONCRETE SWALE @ 3.0%

.00

.75

.25

.50

.75

.25

.50

.75

.25

.50

.75

.25

1.8

1.3

1.4

1.5

1.2

1.1

1.0

TYP

1.9

1.10

1.6 1.7

U-SHAPED DRAIN @ 3.25%

U-SHAPED DRAIN @ 2.66%

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

0 m12.5 25

G P

CG100SCALE 1:500

GENERAL SHEET NOTES:

1. REFER TO SHEET G-002 FOR LEGEND

2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL

ALL EROSION CONTROL MEASURES HAVE BEEN

INSTALLED. THE CONTRACTOR SHALL HAVE THE

AREAS CLEARED AND GRUBBED PRIOR TO START OF

WORK.

3. CONTRACTOR SHALL BLEND PROPOSED GRADES

INTO EXISTING SLOPES.

4. PROVIDE POSITIVE DRAINAGE IN ALL AREAS.

5. SEE SHEET CG200 FOR SECTIONS A-A, B-B, AND C-C.

6. ALL DIMENSIONS AND TOPOGRAPHIC INFORMATION IS

PROVIDED IN METRIC UNITS.

7. EXISTING CONTOURS WERE INTERPOLATED FROM A

TOPOGRAPHIC SURVEY MADE JANUARY 2024. SURVEY

HORIZONTAL AND VERTICAL DATUM IS JGD 2011,

ZONE 15.

SHEET KEYNOTES:

LEGEND:

1. CONTRACTOR TO MATCH EXISTING.

2. CONTRACTOR TO ADJUST STRUCTURE LID TO

PROPOSED GRADE.

3. CONTRACTOR TO PROVIDE AND INSTALL NEW HEAVY

DUTY 300mm TRENCH DRAIN. SEE DETAIL H14/CG500.

4. CONTRACTOR TO PROVIDE AND INSTALL NEW CATCH

BASIN. SEE DETAIL M15/CG500.

PROPOSED CONTOURS

EXISTING CONTOURS

EXISTING STORM SEWER

PROPOSED STORM SEWER

LIMITS OF CONSTRUCTION

BORING LOCATION

26.75 27.0

26.5 27.0

SCALE = 1:500

GRADING PLANA1

BENCHMARK INFORMATION:

BENCHMARK R5-201

N: 38050.726 E: 26643.760

ELEV: 43.577

BENCHMARK R5-202

N: 38108.700 E: 26535.052

ELEV: 40.359

BENCHMARK R5-401

N: 38028.075 E: 26704.532

ELEV: 46.426

BENCHMARK R5-402

N: 38083.869 E: 26713.855

ELEV: 45.854

BENCHMARK R5-403

N: 38141.052 E: 26715.871

ELEV: 44.743

BENCHMARK R5-404

N: 38183.818 E: 26749.576

ELEV: 46.698

BENCHMARK R5-405

N: 38228.805 E: 26723.085

ELEV: 45.340

BENCHMARK R5-406

N: 38218.678 E: 26669.364

ELEV: 43.064

BENCHMARK R5-407

N: 38223.227 E: 26609.624

ELEV: 41.626

BENCHMARK R5-408

N: 38167.829 E: 26609.874

ELEV: 42.214

BENCHMARK R5-409

N: 38151.189 E: 26558.875

ELEV: 41.888

FOR IN

FORMATIO

STORM SEWER 1

TRENCH DRAIN NORTH

TRENCH DRAIN SOUTH

112m - 300mm x 1000mm

TRENCH DRAIN @ 1.00%

35m - 300mm x 1000mm

TRENCH DRAIN @ 1.00%

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADECONTAINMENT BASIN

DRAIN TO EXISTING

CONCRETE SWALE

EXISTING GRADE

PROPOSED GRADE INVERT = 42.408m

INVERT = 41.288m

7m - 300mm x 1000mm

TRENCH DRAIN @ 1.00%

INVERT = 41.707m

INVERT = 41.286mm

8m - 450mm SD @ 0.35% INVERT = 40.160m

INVERT = 40.188m

INVERT = 40.545m

INVERT = 40.438m 8m - 450mm SD @ 0.35%

C H

0m m

C H

0m m

O R

M S

P R

CG200

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

SCALE = 1:400

STORM SEWER PROFILESA1

1:40

1:400

0 10

SCALE:1:400 HORIZ.

1:40 VERT.

40M

320 1 4M

FOR IN

FORMATIO

SECTION A-A

0+00

0+10

0+20

0+30

0+40

0+50

0+60

0+70

0+80

0+90

1+00

1+10

1+20

1+30

1+40

1+50

1+60

1+70

1+80

1+90

1+98

EXISTING GRADE

PROPOSED GRADE

SECTION B-B

0+00

0+10

0+20

0+30

0+40

0+50

0+60

0+70

0+80

0+90

1+00 1+10

1+20

1+30

1+40

1+50 1+601+61

EXISTING GRADE

PROPOSED GRADE

O N

CG300

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

SCALE = 1:400

SECTIONSA1

1:40

1:400

0 10

SCALE:1:400 HORIZ.

1:40 VERT.

40M

320 1 4M

FOR IN

FORMATIO

SECTION C-C

0+00

0+10

0+20

0+30

0+40

0+50

0+60

0+70

0+80

0+90

1+00

1+10

1+20

1+27

PROPOSED GRADE

EXISTING GRADE

O N

CG301

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

SCALE = 1:400

SECTIONSA1

1:40

1:400

0 10

SCALE:1:400 HORIZ.

1:40 VERT.

40M

320 1 4M

FOR IN

FORMATIO

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

G D

CG500

SCALE = NTS

HEAVY DUTY TRENCH DRAINM4

AREAS

NON-PAVED PAVED

WIDTH PER

STANDARD SPECS.

AREAS

EXISTING GROUND SURFACE

D/2 HAUNCHING

150mm BEDDING

W/2

D/2

FINAL BACKFILL 18mm MINUS

SELECT AGGREGATE GRANULAR

BACKFILL PER PIPE

MANUFACTURER'S INSTALLATION

REQUIREMENTS.

BEDDING, HAUNCHING, AND INITIAL

BACKFILL FOR SEWER SHALL BE

18mm CLEAN AGGREGATE.

COMPACT TO MAXIMUM DENSITY

AND CONFORMING WITH ASTM

D1157 OR EQUIVALENT JISA 1210.

CRUSHED STONE OR CRUSHED GRAVEL

CRADLE TO SPRINGLINE OF RIB PIPE

FINAL BACKFILL CASE I EXCAVATED

MATERIAL FREE FROM ORGANICS,

CLODS, FROZEN, OR DELETERIOUS

MATERIALS

300mm

MIN TYP.

REUSE EXISTING TOP SOIL

INITIAL

BACKFILL

NOTE:

1. MINIMUM COVER DEPTH OF 762mm

BURIED WARNING /

IDENTIFICATION TAPE, SEE

SPEC 31 00 00

H h

PERFORATED

CONCRETE T-25

RATED LID

SLOPE IN PCC IF

REQUIRED. SEE

PROFILES.

CONCRETE DRAIN BASE

AGGREGATE BASE

300 x 300 300 x 400 300 x 500 300 x 600 300 x 700 300 x 800 300 x 900 300 x 1000

H h m m

300 mm 410 mm

PERFORATED CONCRETE LID

300 x 1200 1235 1345 150 300 x 1500 1535 1645 150

SCALE = NTS

PRECAST U-SHAPED DRAINH14

LESS THAN

HORIZONTAL SEPARATION

REQUIREMENTS

Y O

O R

M S

450mm MIN

VERTICAL SEPARATION REQUIREMENTS AT WATERMAIN

AND SANITARY/STORM SEWER LINE CROSSINGS

3m PROTECTION DISTANCE OF WATERMAIN

QUALITY SEWER OR WATERLINE CASING

WATERMAIN QUALITY SEWER

3m MIN

3m MIN.

PLAN

SECTION

WATERMAIN

NOTE:

NORMAL INSTALLATION GREATER THAN 3m SEPARATION

AND WATER LINE HIGHER THAN SEWER LINE

NOTE:

SEPARATE TRENCHES WILL BE

REQUIRED IN ALL CASES.

SANITARY/STORM SEWER SHALL

BE PRESSURE CLASS PIPE

BETWEEN MANHOLES OR

CONCRETE ENCASED FOR 3m

EACH SIDE OF WATER LINEUNDISTURBED

EARTH

CROWN OF SANITARY OR

STORM SEWER

NOTE:

FOLLOW DETAIL ABOVE ONLY WHEN LOCAL

CONDITIONS PREVENT THE REQUIRED 3m HORIZONTAL

SEPARATION. NO VERTICAL SEPARATION REQUIRED IN

PARALLEL RUNS WHEN 3m HORIZONTAL SEPARATION

REQUIREMENT IS MET.

NOTE:

FOLLOW DETAIL WHEN THE VERTICAL SEPARATION AT THE

CROSSING IS LESS THAN 450mm OR WHEN THE WATERLINE

IS CROSSING UNDER SEWER. IF WATERLINE CROSSES

UNDER SEWER, THE VERTICAL SEPARATION SHALL BE AT

LEAST 450mm FOR STRUCTURAL PROTECTION.

WHEN LESS THAN 450mm OR

IN CASES WHERE WATER IS

BELOW SEWER MANHOLE OR

STRUCTURE

(TYP)

WATER

INVERT

MANHOLE OR

STRUCTURE (TYP)

WATERMAIN

SCALE = NTS

WATER/SEWER CROSSINGE3

ELEVATION

100 MIN.

PLAN

HEAVY DUTY FRAME AND GRATE

WITH MINIMUM T-25 LOADING

AND 0.26 SQ METERS OF OPEN

GRATE AREA

PRECAST CONC TOP,

WALLS & BASE

SEE UTILITY PLAN FOR PIPE SIZE (PIPE TO BE

GROUTED IN IN PLACE BY CONTRACTOR)

NOTE:

ALL PRECAST CONCRETE SHALL HAVE

REINFORCING IN ACCORDANCE WITH

ACI 3871-71 OR EQUIVALENT.

1200 TYP.

SEE UTILITY PLAN

150MM MIN. 19MM CLEAN AGGREGATE

E U

1 200 TYP.

SEE UTILITY PLAN

CONCRETE U-SHAPED

DRAIN WITH PERFORATED

CONCRETE LID. SEE UTILITY

PLAN FOR TRENCH SIZE.

(TRENCH TO BE GROUTED

IN PLACE BY CONTRACTOR.)

CONCRETE U-SHAPED

DRAIN

SCALE = NTS

CATCH BASINM15

220 mm PCC PAVEMENT

150 mm AGG. BASE M40

400 mm CEMENT OR LIME

MODIFIED SUBGRADE

ELEVATION

PLAN

SCALE = NTS

CONTAINMENT BASIN

OUTLET

INVERT 40.188

BSECTION A-A SECTION B-B

INLET INVERT

40.438

50 m m

ALL CONCRETE

WALLS SHALL BE 150

mm THICK

BOTTOM OF THE

CONTAINMENT BASIN

SHALL BE 200 mm THICK

ALL CONCRETE WALLS

SHALL BE 150 mm THICK

INLET

OUTLET

2 M

20 M

50 m m

1.757 M

5 M 5 M

A10

OUTLET

INVERT 40.188

FOR IN

FORMATIO

S 3112

TBOX

GROUND WIRE

SWITCH PANEL

SET-3112

PREFAB

GROUND WIRE

SHOWER

GROUND WIRE

73112

GROUND WIRE

TABLE

SET-3135

WATER FAUCET

PANEL PF

E E

20DIP

60DIP

DIP

GROUND WIRE

SWITCH AIR VENT

AIR VENT

WATER METER

PIPE PIPE

PIPE

PIPEPIPE

PIPE

FUEL TANK

E E

WWWWWWWW

W W

WWWWWWWWWWWWWWWWW

W W

WWWW

W W

COMM

C O

M M

C O

M M

COMM

LPG

SD SDSD SD

SDSDSD SD

600CP

SAN

300CP

SAN

SAN SAN

SAN

300CP

GATE#3

PANEL

FUEL

TANK

GATE#4

CONTAINER

EBOX

BOLLARDS

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND

WIRE

GROUND WIRE

GROUND

WIRE

GROUND

WIRE

SIGNPOST

FENCE

WATER

FAUCET

PREFAB

IRON

PLATE

JET FUEL

JP-8 F-34

OIL

WATER

SEPARATOR

73111

73128

ASPHALT

SANITARY MH

TC=45.15

INV=45.96(W)

INV=41.96(E)

300 CP

SANITARY MH

TC=44.01

INV=41.40(E)

INV=41.49(N)

INV=41.40(W)

SANITARY MH

TC=42.80

INV=40.95(E)

INV=40.94(W)

300 VP

OIL/WATER SEPARATOR

INV=41.80(S)

INV=41.76(W)

300 DIP

INV=41.70(E)

300 CP

30 DIP

OIL/WATER

SEPARATOR

SANITARY MH

TC=42.82

INV=42.01(SE)

INV=41.97(NW)

200 CP

SANITARY MH

TC=46.32

INV=45.22(NW)

INV=45.22(SE)

200 CP

SANITARY MH

TC=47.63

INV=47.12

SANITARY MH

TC=48.37

SANITARY MH

TC=46.01

INV=44.81(S)

INV=45.05(NE)

INV=44.80(NW)

300 C P

300 CP

SANITARY MH

TC=46.86

INV=45.88(SE)

INV=45.84(NW)

INV=45.06

600 CP

INV=45.07

SANITARY MH

TC=42.22

INV=40.62(SE)

INV=40.59(NW)

300 CP

SANITARY MH

TC=44.40

INV=43.05(NW)

INV=43.05(SE)

300 CP

SANITARY MH

TC=42.37

INV=41.06(S)

INV=41.05(W)

SANITARY MH

TC=48.06

INV=45.12

900 CP

INV=39.66

INV=39.69 INV=43.13

INV=43.11

INV=

42.80

INV=

42.80

SANITARY MH

TC=41.50

INV=40.04(E)

INV=40.02(NW)

300 VP

SANITARY MH

TC=39.43

INV=35.04

INV=37.06

INV=37.98

600CP

SANITARY MH

TC=41.61

INV=40.35(SE)

INV=40.34(SW)

SANITARY MH

TC=41.72

INV=39.64(NE)

INV=39.53(SE)

INV=39.51(NW)

INV=39.54(S)

300 CP20

C P

SANITARY MH

TC=41.76

INV=40.40(N)

INV=40.44(S)

SANITARY MH

TC=41.78

INV=40.63(N)

INV 50 DIP = 41.45(W)

INV 100 DIP = 40.69(W)

SANITARY MH

TC=42.32

INV=41.29(SE)

INV=41.28(N)

CLEANOUT

TC=42.19

SANITARY MH

TC=42.31

INV=41.33(N)

INV=41.32(NW)

CP100 CP

STORM INLET

INV=41.10(NE)

INV=41.01(SW)

INV=41.48(NW)

STORM MH

TC=41.81

INV=40.76(SW)

INV=40.76(N)

INV=40.85(E)

300 CP

SANITARY MH

TC=41.66

INV=40.26(SE)

INV=40.24(SW)

150 CP

STORM MH

TC=40.34

INV=37.75(NE)

INV=37.75(SW)

STORM MH

TC=41.97

INV=40.75(NE)

INV=40.63(NW)

INV=40.65(SE)

STORM MH

INV=37.39

STORM MH

INV=36.70

STORM INLET

INV=40.19(NE)

INV=39.10(S)

300CP

STORM INLET

TC=41.39

INV=39.82(N)

INV=39.82(E)

OIL/WATER

SEPARATOR

INV=39.76(W)

INV=39.58(S)

STORM MH

TC=44.43

INV 50 VP=34.18(N)

INV 150 VP=33.49(NE)

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LAWN LAWN

LAWN

FH SM

ITH DRIVE

PHASE 1

PHASE 2

LAWN

STEPS

E E

4 5

8m ~ 450mm SD @ 0.35%

TYP

U-S

HAPED D

RAIN

U -S

CONCRETE SWALE @ 3.5%

CONCRETE SWALE @ 3.0%

U-SHAPED DRAIN @ 3.25%

U-SHAPED DRAIN @ 2.66%

31m ~ 450mm SD @ 0.35%

0 m12.5 25

CU100SCALE 1:500

3 F

, I

8.6

.70

T, In c.

D R

B Y:

D B

E D

C O

N O

N N

C H

D B

D R

G C

O D

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

K D

N D

U N

A P

, O

A, J

R /U

C R

N G

A R

N O

S U

R . N

GENERAL SHEET NOTES:

1. REFER TO SHEET G-002 FOR LEGEND

2. PROTECT UTILITIES TO REMAIN IN SERVICE DURING

DEMOLITION AND ONGOING CONSTRUCTION

OPERATIONS. POTHOLE EXISTING UTILITIES WITHIN

THE LIMITS OF DISTURBANCE TO VERIFY DEPTH.

3. ALL UTILITY WORK IS TO BE COORDINATED WITH BCE

AND THE RESPECTIVE UTILITY PROVIDER. ALL

ASSOCIATED UTILITY FEES ARE THE RESPONSIBILITY

OF THE CONTRACTOR.

4. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING

PLANS FOR ALL UTILITY CONTINUATION.

SHEET KEYNOTES:

1. CONTRACTOR TO PROVIDE NEW LIGHT POLE, SEE

ELECTRICAL PLANS.

2. CONTRACTOR TO PROVIDE NEW UNDERGROUND

ELECTRIC, COORDINATE WITH ELECTRICAL PLANS

AND UTILITY PROVIDER.

3. CONTRACTOR TO PROVIDE NEW HEAVY DUTY

TRENCH DRAIN, SEE DETAIL M14/CG500.

4. CONTRACTOR TO PROVIDE NEW CONTAINMENT

BASIN, 25,000 LITER (6,600 GALLON) SPILL CAPACITY,

SEE DETAIL A10/CG500, .

5. CONTRACTOR TO PROVIDE NEW WATER/SEWER

CROSSING, SEE DETAIL E3/CG500.

6. CONTRACTOR TO PROVIDE NEW GROUND WIRE, SEE

ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

7. CONTRACTOR TO PROVIDE NEW ELECTRICAL PANEL,

SEE ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION.

LEGEND:

WATER LINE

STORM SEWER

UNDERGROUND ELECTRIC

FIRE HYDRANT

LIGHT POLE

LIMITS OF CONSTRUCTION

W W

E E

SCALE = 1:500

UTILITY PLANA1

FOR IN

FORMATIO

1P 1 POLE (2P, 3P, 4P, ETC.)

A AMPERE

AF AMP FRAME

AFG ABOVE FINISHED GRADE

AL ALUMINUM

APPX APPROXIMATELY

ARCH ARCHITECT,

AT AMP TRIP

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

CLG CEILING

CTR CENTER

CU COPPER

DET DETAIL

DISC DISCONNECT

DIST DISTRIBUTION

DS DISCONNECT SWITCH

DT DOUBLE THROW

EC ELECTRICAL CONTRACTOR

EMT ELECTRICAL METALLIC

TUBING

FLR FLOOR

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFI GROUND FAULT CIRCUIT

INTERRUPTER

GND GROUND

GPR GENERAL PURPOSE

RECEPTACLE

GRS GALVANIZED RIGID STEEL

(CONDUIT)

HT HEIGHT

LTG LIGHTING

LV LOW VOLTAGE

MCA MINIMUM CIRCUIT

AMPACITY

MCB MAIN CIRCUIT BREAKER

MH MANHOLE

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

N.C. NORMALLY CLOSED

NIC NOT IN CONTRACT

N.O. NORMALLY OPEN

NTS NOT TO SCALE

PB PULL BOX

PH PHASE

PVC POLYVINYL CHLORIDE

(CONDUIT)

PWR POWER

RCPT RECEPTACLE

RSC RIGID STEEL CONDUIT

SEC SECONDARY

SPEC SPECIFICATION

SS STAINLESS STEEL

STD STANDARD

SW SWITCH

TYP TYPICAL

UE UNDERGROUND

ELECTRICAL

UG UNDERGROUND

UTIL UTILITY

V VOLT

W WATT

W/ WITH

WG WIRE GUARD

W/O WITHOUT

WP WEATHERPROOF

Ø PHASE

ABBREVIATIONS GENERAL NOTES:

10.

11.

12.

13.

FOR CLARITY, ONLY EXISTING LIGHT FIXTURES, SWITCHES, RECEPTACLES,

ETC. ARE SHOWN WHICH ARE PERTINENT TO THIS WORK.

FOR CLARITY, THE QUANTITY OF BRANCH CIRCUIT CONDUCTORS ARE NOT

SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

BRANCH CIRCUITRY. RECORD AS-BUILT CIRCUIT PATHS AND PRESENT

DRAWINGS FOR ENGINEER VERIFICATION WHEN REQUESTED BY

ENGINEER.

OPENINGS IN EXISTING WALLS AND FLOORS SHALL BE PLANNED AND

COORDINATED WITH GENERAL CONTRACTOR FOR THE INSTALLATION OF

APPROPRIATE SLEEVES. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR

ALL CORE-DRILLS REQUIRED FOR INSTALLATION OF ELECTRICAL WORK.

VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION,

TRENCHING OR DRILLING.

ON ALL ELECTRICAL TRENCHING THE ELECTRICAL CONTRACTOR SHALL

REVISIT SITE IN 6 MONTHS AND CHECK TRENCHES FOR SETTLEMENT.

ADDITIONAL BACKFILL AND RE-SEEDING SHALL BE DONE FOR PROPER

GRADE LEVELING. THE ELECTRICAL CONTRACTOR SHALL BEAR ALL COSTS.

CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED

FOR HIS WORK. OPENINGS IN WALLS, FLOORS AND CEILINGS SHALL BE

FILLED IN, PATCHED, PAINTED AND FINISHED IN A MANNER TO MATCH THE

QUALITY OF THE EXISTING AREA.

ALL EXPOSED METAL CONDUITS ARE TO BE PAINTED TO MATCH THE

ADJACENT SURFACE. PAINTING OF CONDUIT IS TO BE BY THE ELECTRICAL

CONTRACTOR.

ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

REQUIRED JUNCTION BOXES, PULL BOXES, ETC. FOR A COMPLETE

INSTALLATION PER THE N.E.C. AND LOCAL CODES.

ALL CONDUCTORS AND EQUIPMENT LUGS SHALL BE RATED FOR 75

DEGREE CELSIUS MINIMUM.

ALL ITEMS INCLUDED ON THESE DRAWINGS AND THE SPECIFICATIONS

SHALL BE INCLUDED IN THE CONTRACTORS BID. ANY ITEMS THAT ARE

UNCLEAR OR FOUND TO BE INCORRECT BY THE CONTRACTOR SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AT LEAST 7

CALENDAR DAYS PRIOR TO THE BID DUE DATE.

COORDINATE WORK WITH OTHER TRADES. COORDINATION OR

SCHEDULING SHALL BE THE RESPONSIBILITY OF THE INVOLVED

CONTRACTORS.

ALL CIRCUIT DIRECTORIES SHALL BE COORDINATED WITH OWNER FOR

CORRECT CALL-OUT.

LIGHTING & POWER NOTES:

CONDUCTORS FOR BRANCH CIRCUITRY ARE 3.31MM² MINIMUM, UNLESS

NOTED OTHERWISE.

ALL HOMERUN CONDUCTORS BACK TO PANEL SHALL BE 5.26MM² MINIMUM,

UNLESS NOTED OTHERWISE.

ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, UNLESS NOTED

OTHERWISE. UNDERGROUND PVC CONDUITS SHALL HAVE RIGID

GALVANIZED STEEL ELBOWS.

PROVIDE A GREEN GROUND CONDUCTOR IN ALL BRANCH CIRCUITRY.

REFER TO SPECS FOR OTHER GROUNDING CONDUCTOR TYPES.

GROUNDING BY MEANS OF RACEWAY SHALL NOT BE PERMITTED.

PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR ALL SINGLE POLE

CIRCUITS. SHARING OF NEUTRALS SHALL NOT BE PERMITTED.

WHERE TERMINATED IN A J-BOX ALL SPARE CIRCUITRY SHALL BE LABELED

WITH PANEL AND CIRCUIT NUMBER.

ALL DASHED CIRCUITRY IS ROUTED BELOW GRADE UNLESS NOTED

OTHERWISE.

POLE MOUNTED LIGHT (TYPE DENOTED)

POLE MOUNTED FLOODLIGHT (TYPE

DENOTED)

GROUND ROD

GROUNDING

GROUND

SITE

PHOTOCELL

DEMOLITION NOTES:

1. THE DEMOLITION DRAWINGS ARE DERIVED FROM FIELD OBSERVATIONS

AND EXISTING DRAWINGS. THIS CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL ELECTRICAL DEMOLITION WORK REQUIRED FOR THE

INSTALLATION OF NEW ELECTRICAL WORK AND WORK REQUIRED BY

OTHER TRADES.

2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING

AND PROTECTING ALL OWNER OWNED EQUIPMENT AS REQUIRED TO

PERFORM THE WORK OF THIS PROJECT.

3. THE ELECTRICAL CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED

EQUIPMENT EXCEPT WHERE NOTED OTHERWISE.

4. WHEN A DEVICE IS REMOVED THE ELECTRICAL CONTRACTOR SHALL

PROVIDE ALL REQUIRED CIRCUITRY TO MAINTAIN CONTINUITY OF ALL

DOWNSTREAM DEVICES TO REMAIN.

5. ALL ITEMS TO BE REMOVED SHALL BE DISPOSED OF PROPERLY OFFSITE

OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION.

INSTALL ELECTRICAL SYSTEM IN ACCORDANCE WITH ALL LOCAL CODES

AND THE 2023 VERSION OF THE N.E.C. AND ITS APPENDICES,

3 F

, I

8.6

.70

T, In c.

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

C H

E C

K E

D B

D R

A W

C O

D E

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A

C R

D A

T E

A N

T R

U N

A P

O A

-5

H V

D E

N A

A B

A W

A N

R E

P A

P G

R A

D E

C R

A F

T R

E F

U E

L E

R P

A R

G A

R E

A L

X E

K N

O L

L E

M E

Y E

N O

L T

T N

E R

D E

N S

U B

C T

A L

L E

G E

N D

A N

D G

E N

E R

A L

N O

T E

ES001

FOR IN

FORMATIO

E E

CONSTRUCTION OFFICE

CATV

3 F

, I

8.6

.70

T, In c.

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

C H

E C

K E

D B

D R

A W

C O

D E

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A

C R

D A

T E

A N

T R

U N

A P

O A

-5

H V

D E

N A

A B

A W

A N

R E

P A

P G

R A

D E

C R

A F

T R

E F

U E

L E

R P

A R

G A

R E

A L

X E

K N

O L

L E

M E

Y E

N O

L T

T N

E R

D E

N S

U B

C T

A L

D E

M O

E P

L A

ED101

GENERAL SHEET NOTES:

SHEET KEYNOTES:

SCALE = 1:500

ELECTRICAL DEMOLITION SITE PLANA1

EXISTING LIGHT POLE AND BASE TO REMAIN.

DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE.

RETAIN EXISTING CIRCUITRY FOR RECONNECTION TO

NEW FIXTURES.

DISCONNECT AND REMOVE EXISTING LIGHTS, POLES,

AND CONCRETE POLE BASES. BACKFILL EXCAVATED

AREA FROM BASE REMOVAL WITH CLEAN MATERIAL

COMPACTED IN 200 MM LIFTS TO 95% COMPACTION.

1. SEE ES001 FOR GENERAL NOTES.

REMOVE EXISTING CIRCUITRY IN ITS ENTIRETY.3

RETAIN EXISTING CIRCUITRY FOR CONNECTION TO NEW

FIXTURES. SEE SHEET ES101 FOR CONTINUATION OF

NEW CIRCUITRY.

CAREFULLY EXCAVATE AROUND FLUSH MOUNTED

GROUNDING CONNECTIONS AND REMOVE FOR

RE-INSTALLATION IN A NEW LOCATION. SEE SHEET

ES101 FOR NEW LOCATION.

0 m12.5 25

PLAN

NORTH

SCALE 1:500

FOR IN

FORMATIO

E E

CONSTRUCTION OFFICE

CATV

FLUSH

GROUND

CONNECTIONS

2 (TYP)

ES501

RELAY PANEL

WITH PHOTOCELL

CONTROL

3 (TYP)

S1 J1

ES501

J11

ES501

(TYP)

3 F

, I

8.6

.70

T, In c.

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

C H

E C

K E

D B

D R

A W

C O

D E

1 2 3 4 5 6

SHEET ID

Japan District

7 8 9 10

11 12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

M A

C R

D A

T E

A N

T R

U N

A P

O A

-5

H V

D E

N A

A B

A W

A N

R E

P A

P G

R A

D E

C R

A F

T R

E F

U E

L E

R P

A R

G A

R E

A L

X E

K N

O L

L E

M E

Y E

N O

L T

T N

E R

D E

N S

U B

C T

A L

E P

L A

ES101

GENERAL SHEET NOTES:

SHEET KEYNOTES:

SCALE = 1:500

ELECTRICAL SITE PLANA1

LIGHT SOURCE

NOTESCATALOG NO.

MANUF. AND

TYPELUMENS

DESCRIPTIONVOLTSTYPE

LIGHTING FIXTURE SCHEDULE

NOTES:

1. MOUNT FIXTURE(S) AT 9.9M AFG. PROVIDE 9M LITHONIA SQUARE STRAIGHT STEEL POLE,

SSS-22-6-4G-DM19AS-STLHHC-FBCSTL2PC-TP-UL-DBLXD. REFER TO VENDOR CUT-SHEET FOR

CORRECT DRILLING PATTERNS FOR POLES AS SHOWN ON PLAN.

3000K

LED22,317208S1 1

3000K

LED208S2 119,671

WATTS

1. ALL LIGHT POLES AND FOUNDATIONS ARE TO BE

DESIGNED TO WITHSTAND 354KM/HR (220MPH) WIND

SPEEDS.

MOUNT NEW LED FIXTURE AT TOP OF EXISTING POLE.

VERIFY BOLT PATTERN FOR MOUNTING OF NEW

FIXTURE PRIOR TO ORDERING. RECONNECT FIXTURE TO

EXISTING CIRCUITRY INSIDE POLE.

RELOCATE FLUSH GROUND CONNECTIONS TO

DESIGNATED LOCATIONS. FIELD LOCATE ALL

UNDERGROUND…

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File details come from the government source that posted it. Updated Jul 29, 2024.