P530 AIMF_PLANS_DRAFT_20250728_Part2.pdf

PDF 20 MB Posted Dec 8, 2025

Attached to: P530 Aircraft Intermediate Maintenance Facility, Kadena Air Base
Solicitation number: W912HV26Z0007
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Jan 7, 2026

These technical drawings are for a U.S. Army Corps of Engineers project to construct an Aircraft Intermediate Maintenance Facility (P530) at Kadena Air Base in Okinawa, Japan. The project, with contract number W912HV19D0012, involves a new 65% design submittal dated July 2025 prepared by Woolpert, Inc. The facility will include a main building, parking areas, utility infrastructure, and associated site improvements.

The design documents cover multiple aspects of the project, including site layout, demolition, grading, erosion control, utilities, and structural details. Key components include a new building with a finish floor elevation of 40.35, a parking area with reduced capacity from 158 to 35-40 spaces, storm and sanitary sewer systems, water lines, electrical infrastructure, and detailed site grading. The project requires extensive utility work, erosion control measures, and compliance with seismic design criteria based on the 2021 International Building Code. The site is located on Collinson Drive at Kadena Air Base and involves complex engineering to address the specific geographic and environmental conditions of Okinawa.

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Other files

File	Type	Posted
P530 AIMF_PLANS_DRAFT_20250728_Part3.pdf	PDF	Dec 8, 2025
P530 AIMF_SPECS_DRAFT_20250728.pdf	PDF	Dec 8, 2025
P530 AIMF_PLANS_DRAFT_20250728_Part1.pdf	PDF	Dec 8, 2025
P530 AIMF_PLANS_DRAFT_20250728_Part4.pdf	PDF	Dec 8, 2025
Market Research Sources Sought W912HV26Z0007.docx	DOCX document	Dec 8, 2025
P530 AIMF_PLANS_DRAFT_20250728_Part5.pdf	PDF	Dec 8, 2025
W912HV26Z0007 Market Survey Questions.docx	DOCX document	Dec 8, 2025

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L O

G S

B-103

3 F

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8.6

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D R

B Y:

D B

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C O

N O

N N

C H

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G C

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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

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V1 9D

O A

T O

B, O

A, J

C E

Y W

V1 9D

. L

R . K

N O

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DRAFT

C I

I D CB

C I

W (R

W(R)

W (R

FM(R

FM(R)

W (R

W(R)

LPG

(R)

LPG

(R)

LPG

G(R

C/E

C /E

C/ E

C/E

C/ E

C /E

C/ E

C/E

C/E C/E

C /E

C/ E

C /E

E E

COMM

T T

SAN(R)

CONC

SIGN

TANK

CONC

Pump station

TANK

ASPH PARKING

ASPH

PAR

KIN

ASPH PARKING

ASPH

PARKING

ASPH

PARKING

ASPH

PARKING

ASPH

PARKING

ASPH PARKING

FAIRCHILD

83379 80876

83382 TH-138

83383

TRANSFORMER

ELECTRICAL BLDG

EMH

TMH4052Launch Pad 4053Launch Pad

4054Launch Pad

4055Launch Pad

70869

XASPH

PARKING

963 SAND TRAP

CREM

ENTAL

SAN

130 GAL HOLDING TANK

FOR SEWER FROM EMERGENCY SHOWER

SD(R)

SAN(R

SAN(R)

SAN

SAN(R

SAN(R)

SAN(R

SAN(R)

SAN(R) SAN(R)

SAN(R)

SAN(R

SAN(R)

SAN(R

SAN(R)

SAN(R

SAN(R)

SAN

W(R)

W (R)

W (R

W(R)

W (R)

W(R)

W (R

) W

W(R

W (R)

W(R

W(R)

W (R)

W(R

W (R

) W(R)

W(R)

W(R

W (R

W(R

W (R)

W(R) W(R)

W(R)

W (R

W(R)

W (R

W(R)

W (R)

W(R)

W(R

W(R) W(R)

W(R)

W(R

W(R)

W (R

W(R

W(R)

W(R

W(R)

COLLIN

SON D

3 F

, I

8.6

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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

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V1 9D

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B, O

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V1 9D

R . K

N O

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0 m25 50

PLAN

NORTH

N G

C O

N D

N S

V-100SCALE 1:1000

LEGEND:

LIMITS OF CONSTRUCTION

BLDG P530

LIMITS OF

CONSTRUCTION,

SEE SHEET V-101

OFF-SITE PARKING

LIMITS OF

CONSTRUCTION,

SEE SHEET V-102

GENERAL SHEET NOTES:

1. REFER TO SHEET G-002 FOR LEGEND

2. CONDITIONS SHOWN ARE FROM A COMBINATION OF

TOPOGRAPHIC SURVEY, FIELD LOCATED EVIDENCE,

AND RECORD DRAWINGS.

SCALE = 1:1000

OVERALL EXISTING CONDITIONSA1

E E E E

E E

E E E E E

SD SD SD

SD SD

E E E E E

E E

C I

400 VP

500 VP

400 VP

300 VP

ASPHALT

CURB INLET

TC=38.75

INV (200 VP)=38.38

ASPHALT

CURB INLET

TC=38.48

INV (200 VP)=38.10

STM MANHOLE

TC=38.62

INV=38.07(S)

INV=37.99(W)

STM MANHOLE

TC=39.10

INV=37.72(E)

INV=36.45(N)

INV=38.06(W)

CATCH BASIN

TC=37.00

INV=35.12(W)

INV=36.41(S)

INV=35.50(N)

INV=35.14(E)

CATCH BASIN

TC=37.76

INV=35.63(S)

C P

STM MANHOLE

TC=39.37

INV=34.87(E)

INV=34.62(W)

500 CP

STM MANHOLE

TC=39.59

INV=36.58(E)

INV=38.56(SW)

INV=36.32(NW)

400 VP

300 VP

STM MANHOLE

TC=39.70

INV=36.69(E)

INV=38.80(S)

INV=36.69(W)

ICURB INLET

TC=39.44

INV=38.87(N)

C I

CURB INLET

TC=39.00

INV=38.40(N)

STM MANHOLE

TC=39.28

INV=36.86(W)

INV=36.86(SE)

INV=38.36(S)

400 VP

STM MANHOLE

TC=39.00

INV=37.08(NW)

INV=37.08(S)

C I

CURB INLET

TC=38.93

INV (200 VP)=38.25

C I

CURB INLET

TC=38.78

INV (200 VP)=38.19

C I

CURB INLET

INV=39.24

INV (200 VP)=38.42

C I

CURB INLET

INV=39.54

INV (200 VP)=38.90 D

STM MANHOLE

TC=39.67

INV=38.85(W)

INV=38.01(S)

INV=37.51(N)

INV=38.84(E)

CATCH BASIN

TC=40.15

INV(300VP)=38.96(W)

ICURB INLET

INV=39.80

INV (200 VP)=38.58

CATCH BASIN

TC=40.20

INV=38.37(N)

INV=38.37(SW)300 VP

CATCH BASIN

TC=39.15

INV=38.53(NE)

CATCH BASIN

TC=39.52

INV(300VP)=38.71(NE)

300 VP

STM INLET

TC=39.23

STM INLET

TC=39.56

STM INLET

TC=39.86

STM INLET

TC=40.20

STM INLET

TC=39.66

STM INLET

TC=39.31

STM INLET

TC=38.96

STM INLET

TC=38.79

CATCH BASIN

TC=40.18

INV=39.57(S)

STM MANHOLE

TC=40.40

INV=39.47(N)

INV=36.51(SE)

INV=39.63(S)

PROTECTIVE

PILLAR, TYP

CATCH BASIN

TC=40.55

INV=39.58(N)

INV=39.59(S)

INV=39.85(W)

W W

PROTECTIVE

PILLAR, TYP

VP PROTECTIVE

PILLAR, TYP

300 VP

CATCH BASIN

TC=40.39

INV=39.77(W)

CATCH BASIN

TC=36.21

INV=35.50(NE)

INV=35.49(W)

INV=35.57(S)

INV=36.49(SE)

300 VP INV=35.81(NE)

CATCH BASIN

TC=37.88

INV=37.37(N)

INV=35.90(S)

STM MANHOLE

TC=38.10

INV=36.08(S) WATER FAUCET

UNKNOWN

ELECTRICAL BOX

STM MANHOLE

TC=39.45

INV=36.02(E)

INV=36.02(W)

700 CP

700 VP

STM MANHOLE

TC=40.27

INV=36.12(E)

38.77(W)

CATCH BASIN

TC=39.34

INV(300VP)=38.27(E)

INV=38.22(W)

CATCH BASIN

TC=40.50

INV=39.82(N)

C I

CURB INLET

INV=40.43

INV =39.92

200 VP

STM MANHOLE

TC=41.88

INV=34.41(N)

INV=34.41(S)

BOX CULVERT

H=3m X W=6m

BOX CULVERT

H=3m X W=6m

E PARKING AREA 1

LIGHT CONTROL

PANEL

CURB INLET

TC=39.10

INV=338.18(E)

200 VP

STM INLET

TC=38.50

BENCHMARK

R5-201

ELEV:39.951

BENCHMARK

R5-202

ELEV:41.434

C O

D R

W (R

W (R)

W(R)

W (R

DIP 150

W(R)

DIP 150

DIP 400

FM(R)

W (R)

W (R

W(R)

LPG

C /E

LIMITS OF CONSTRUCTION

42.00

43.00

39.00

40.00

41.00

39.25

39.50

39.75

40.25

40.50

40.75

41.25

38.00

39.00

40.00

41.00

38.25

38.50

38.75

39.25

39.50 39.75

40.25

40.50

40.75

38.00

37.25

37.50

37.75

37.00

38.00

37.00

38.00

3 F

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T, In c.

D R

B Y:

D B

E D

C O

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D B

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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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

GENERAL SHEET NOTES:

BENCHMARK INFORMATION:

0 6.25 12.5m

G C

O N

V-101SCALE 1:250

1. REFER TO SHEET G-002 FOR LEGEND

2. CONDITIONS SHOWN ARE FROM A COMBINATION OF

TOPOGRAPHIC SURVEY, FIELD LOCATED EVIDENCE,

AND RECORD DRAWINGS.

3. THE BASIS OF MERIDIAN FOR THIS TOPOGRAPHIC

SURVEY IS THE JAPAN GEODETIC DATUM (JGD) 2011,

ZONE 15 AND IS IN INTERNATIONAL METRIC UNITS.

4. THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY

ENVIRONMENTAL SCIENCE CORPORATION DATED

SEPTEMBER 2023.

5. EXISTING CONTOURS WERE INTERPOLATED FROM A

TOPOGRAPHIC SURVEY MADE SEPTEMBER 2023.

SURVEY HORIZONTAL AND VERTICAL DATUM IS JGD

2011, ZONE 15.

BENCHMARK R5-201

N: 39937.507 E: 28708.058

ELEV: 39.951

BENCHMARK R5-202

N: 39864.323 E: 28705.487

ELEV: 41.434

LEGEND:

LIMITS OF CONSTRUCTION

EXISTING CONTOURS38.75

39.00

SCALE = 1:250

EXISTING CONDITIONSA1

G(R

C/ E

C /E

C/ E

C /E

BENCHMARK

R6-406

ELEV: 54.047

BENCHMARK

R6-407

ELEV: 55.686

BENCHMARK

R6-408

ELEV: 54.745

BENCHMARK

R6-201

ELEV:52.068

COMM

W W

ASPHALT

SANITARY MH

TC=55.48

INV=54.43

EXTERIOR UNIT

MATERIAL STORAGE AREA

INV=54.94100 DIP

TREES

TANK

EX BLDG

ASPHALT

PARKING

ASPHALT

PARKING

SD(R)

SAN(R)

SAN

SAN(R)

SAN

W(R)

W (R

LIMITS OF CONSTRUCTION

53.00

.2 .5 .7

53.00

54.00

55.00

52.7

53.25

53.50

53.75

54.25 54.50

54.75

51.00

52.00

53.00

54.00

50.75

51.25

51.50

51.75

52.25

52.50

52.75

53.25

53.50

53.75

51.00

52.00

51.25

51.50

51.75

55.50

55.75

3 F

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T, In c.

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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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

0 6.25 12.5m

G C

O N

V-102SCALE 1:250SCALE = 1:250

EXISTING CONDITIONSA1

GENERAL SHEET NOTES:

BENCHMARK INFORMATION:

1. REFER TO SHEET G-002 FOR LEGEND

2. CONDITIONS SHOWN ARE FROM A COMBINATION OF

TOPOGRAPHIC SURVEY, FIELD LOCATED EVIDENCE,

AND RECORD DRAWINGS.

3. THE BASIS OF MERIDIAN FOR THIS TOPOGRAPHIC

SURVEY IS THE JAPAN GEODETIC DATUM (JGD) 2011,

ZONE 15 AND IS IN INTERNATIONAL METRIC UNITS.

4. THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY

ENVIRONMENTAL SCIENCE CORPORATION DATED

AUGUST 2024.

5. EXISTING CONTOURS WERE INTERPOLATED FROM A

TOPOGRAPHIC SURVEY MADE AUGUST 2024. SURVEY

HORIZONTAL AND VERTICAL DATUM IS JGD 2011, ZONE

15.

BENCHMARK R6-201

N: 39470.250 E: 28568.901

ELEV: 52.068

BENCHMARK R6-406

N: 39527.454 E: 28478.888

ELEV: 54.047

BENCHMARK R6-407

N: 39502.865 E: 28499.093

ELEV: 55.686

BENCHMARK R6-408

N: 39505.601 E: 28552.323

ELEV: 54.745

LEGEND:

LIMITS OF CONSTRUCTION

EXISTING CONTOURS38.75

39.00

C-001

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

EXISTING

SYMBOLOGY LEGEND

CLF CHAIN LINK FENCE

C.S.B. CRUSHED STONE BASE

CO SANITARY SEWER CLEANOUT

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

TC TOP CASTING

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

50.25

50.0

200mm

300mm

50.25

50.0

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

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

GF MONITORING WELL

XXmm TREE

E E

XX.XXXFINISH GRADE

XX.XXX TCTOP OF CURB

XX.XXX BCBOTTOM OF CURB

XX.XXX EXEXISTING GRADE

XX.XXX TS

XX.XXX BS

TOP OF STEPS

BOTTOM OF STEPS

TMH TELECOMMUNICATIONS MANHOLE C

EX1.1

EXA1

1.1

800.00

PB PB

GT GT

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 MM

POST INDICATOR VALVE

PIVPIV

ELECTRIC HANDHOLE HH

E E E E

E E

E E E E E

SD SD SD

SD SD

E E E E E

E E

C I

400 VP

500 VP

400 VP

300 VP

ASPHALT

CURB INLET

TC=38.75

INV (200 VP)=38.38

ASPHALT

CURB INLET

TC=38.48

INV (200 VP)=38.10

STM MANHOLE

TC=38.62

INV=38.07(S)

INV=37.99(W)

STM MANHOLE

TC=39.10

INV=37.72(E)

INV=36.45(N)

INV=38.06(W)

CATCH BASIN

TC=37.00

INV=35.12(W)

INV=36.41(S)

INV=35.50(N)

INV=35.14(E)

CATCH BASIN

TC=37.76

INV=35.63(S)

C P

STM MANHOLE

TC=39.37

INV=34.87(E)

INV=34.62(W)

500 CP

STM MANHOLE

TC=39.59

INV=36.58(E)

INV=38.56(SW)

INV=36.32(NW)

400 VP

300 VP

STM MANHOLE

TC=39.70

INV=36.69(E)

INV=38.80(S)

INV=36.69(W)

ICURB INLET

TC=39.44

INV=38.87(N)

C I

CURB INLET

TC=39.00

INV=38.40(N)

STM MANHOLE

TC=39.28

INV=36.86(W)

INV=36.86(SE)

INV=38.36(S)

400 VP

STM MANHOLE

TC=39.00

INV=37.08(NW)

INV=37.08(S)

C I

CURB INLET

TC=38.93

INV (200 VP)=38.25

C I

CURB INLET

TC=38.78

INV (200 VP)=38.19

C I

CURB INLET

INV=39.24

INV (200 VP)=38.42

C I

CURB INLET

INV=39.54

INV (200 VP)=38.90 D

STM MANHOLE

TC=39.67

INV=38.85(W)

INV=38.01(S)

INV=37.51(N)

INV=38.84(E)

CATCH BASIN

TC=40.15

INV(300VP)=38.96(W)

ICURB INLET

INV=39.80

INV (200 VP)=38.58

CATCH BASIN

TC=40.20

INV=38.37(N)

INV=38.37(SW)300 VP

CATCH BASIN

TC=39.15

INV=38.53(NE)

CATCH BASIN

TC=39.52

INV(300VP)=38.71(NE)

300 VP

STM INLET

TC=39.23

STM INLET

TC=39.56

STM INLET

TC=39.86

STM INLET

TC=40.20

STM INLET

TC=39.66

STM INLET

TC=39.31

STM INLET

TC=38.96

STM INLET

TC=38.79

CATCH BASIN

TC=40.18

INV=39.57(S)

STM MANHOLE

TC=40.40

INV=39.47(N)

INV=36.51(SE)

INV=39.63(S)

PROTECTIVE

PILLAR, TYP

CATCH BASIN

TC=40.55

INV=39.58(N)

INV=39.59(S)

INV=39.85(W)

W W

PROTECTIVE

PILLAR, TYP

VP PROTECTIVE

PILLAR, TYP

300 VP

CATCH BASIN

TC=40.39

INV=39.77(W)

CATCH BASIN

TC=36.21

INV=35.50(NE)

INV=35.49(W)

INV=35.57(S)

INV=36.49(SE)

300 VP INV=35.81(NE)

CATCH BASIN

TC=37.88

INV=37.37(N)

INV=35.90(S)

STM MANHOLE

TC=38.10

INV=36.08(S) WATER FAUCET

UNKNOWN

ELECTRICAL BOX

STM MANHOLE

TC=39.45

INV=36.02(E)

INV=36.02(W)

700 CP

700 VP

STM MANHOLE

TC=40.27

INV=36.12(E)

38.77(W)

CATCH BASIN

TC=39.34

INV(300VP)=38.27(E)

INV=38.22(W)

CATCH BASIN

TC=40.50

INV=39.82(N)

C I

CURB INLET

INV=40.43

INV =39.92

200 VP

STM MANHOLE

TC=41.88

INV=34.41(N)

INV=34.41(S)

BOX CULVERT

H=3m X W=6m

BOX CULVERT

H=3m X W=6m

E PARKING AREA 1

LIGHT CONTROL

PANEL

CURB INLET

TC=39.10

INV=338.18(E)

200 VP

STM INLET

TC=38.50

TC=38.37

BENCHMARK

R5-201

ELEV:39.951

BENCHMARK

R5-202

ELEV:41.434

C O

D R

W (R

W (R)

W(R)

W (R

DIP 150

W(R)

DIP 150

DIP 400

FM(R

FM(R)

W (R)

W (R

W(R)

W (R)

W(R)

LPG

(R)

LPG

C /E

7 7

17.53m

17.54m

17.58m

1.64m

1.32m 1.21m

1.64m

4 4

12 12

13.7m

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

GENERAL SHEET NOTES:

0 6.25 12.5m

N P

CD101SCALE 1:250

1. REFER TO SHEET G-002 FOR LEGEND

2. UTILITIES SHOWN ARE FROM A COMBINATION OF

TOPOGRAPHIC SURVEY, FIELD LOCATED EVIDENCE,

AND RECORD DRAWINGS.

3. CONTRACTOR SHALL RESTORE TO

PRE-CONSTRUCTION STATE ANY ITEMS THAT ARE

DAMAGED DURING CONSTRUCTION.

4. ALL UTILITIES NOT MARKED FOR DEMOLITION SHALL

REMAIN. PROTECT DURING CONSTRUCTION.

5. ALL DIMENSIONS ARE PROVIDED IN METRIC UNITS.

SHEET KEYNOTES:

LEGEND:

1. CONTRACTOR TO REMOVE CURB/CURB & GUTTER FOR

LIMITS SHOWN.

2. CONTRACTOR TO REMOVE STORM STRUCTURE.

3. CONTRACTOR TO REMOVE STORM SEWER. CUT AND

PLUG AT STORM SEWER STRUCTURE TO REMAIN.

4. STORM STRUCTURE TO REMAIN. PROTECT DURING

CONSTRUCTION.

5. CONTRACTOR TO REMOVE LIGHT POLE AND BASE.

6. CONTRACTOR TO REMOVE UNDERGROUND ELECTRIC.

7. CONTRACTOR TO REMOVE PROTECTIVE PILLAR AND

BASE.

8. UNDERGROUND BOX CULVERT TO REMAIN. PROTECT

DURING CONSTRUCTION.

9. FIRE HYDRANT AND PROTECTIVE BOLLARDS TO

REMAIN. PROTECT DURING CONSTRUCTION.

10. CONTRACTOR TO REMOVED LIGHT POLE AND FIXTURE

AND GIVE TO KADENA CE. CONTRACTOR TO REMOVED

CONCRETE BASE.

11. CONCRETE DRAINAGE CHANNEL TO BE PROTECTED

DURING CONSTRUCTION.

12. CONTRACTOR TO REMOVE CONCRETE BOX DRAIN.

13. LIGHTPOLE TO REMAIN. PROTECT DURING

CONSTRUCTION.

14. FENCE TO REMAIN. PROTECT DURING CONSTRUCTION.

15. SIGN TO REMAIN. PROTECT DURING CONSTRUCTION.

16. CURB AND GUTTER TO REMAIN. PROTECT DURING

CONSTRUCTION.

17. CONTRACTOR SHALL SET NEW BENCHMARK PRIOR TO

DEMOLITION OF EXISTING BENCHMARKS.

EXISTING PAVEMENT/CURB TO BE

REMOVED. SAWCUT TO PROVIDE

CLEAN EDGE.

EXISTING SIDEWALK TO BE REMOVED.

SAWCUT TO PROVIDE CLEAN EDGE.

LIMITS OF CONSTRUCTION

SAWCUT

SCALE = 1:250

DEMOLITION PLANA1

BENCHMARK INFORMATION:

BENCHMARK R5-201

N: 39937.507 E: 28708.058

ELEV: 39.951

BENCHMARK R5-202

N: 39864.323 E: 28705.487

ELEV: 41.434

G(R

C/ E

C /E

C/ E

C /E

BENCHMARK

R6-406

ELEV: 54.047

BENCHMARK

R6-407

ELEV: 55.686

BENCHMARK

R6-408

ELEV: 54.745

BENCHMARK

R6-201

ELEV:52.068

COMM

W W

ASPHALT

SANITARY MH

TC=55.48

INV=54.43

EXTERIOR UNIT

MATERIAL STORAGE AREA

INV=54.94100 DIP

TREES

TANK

EX BLDG

ASPHALT

PARKING

ASPHALT

PARKING

SD(R)

SAN(R)

SAN

SAN(R)

SAN

W(R)

W (R

21.59m

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

0 6.25 12.5m

N P

CD102SCALE 1:250SCALE = 1:250

DEMOLITION PLANA1

GENERAL SHEET NOTES:

1. REFER TO SHEET G-002 FOR LEGEND

2. UTILITIES SHOWN ARE FROM RECORD DRAWINGS.

3. CONTRACTOR SHALL RESTORE TO

PRE-CONSTRUCTION STATE ANY ITEMS THAT ARE

DAMAGED DURING CONSTRUCTION.

4. ALL UTILITIES NOT MARKED FOR DEMOLITION SHALL

REMAIN. PROTECT DURING CONSTRUCTION.

5. ALL DIMENSIONS ARE IN METRIC UNITS.

SHEET KEYNOTES:

LEGEND:

1. CONTRACTOR TO REMOVE FENCE.

2. WATER TO REMAIN. PROTECT DURING CONSTRUCTION.

3. CONTRACTOR TO RELOCATE STORED ITEMS.

COORDINATE WITH BASE CE.

4. CONTRACTOR TO REMOVE CURB AND GUTTER FOR

LIMITS SHOWN.

5. TREES TO REMAIN. PROTECT DURING CONSTRUCTION.

6. UNDERGROUND UTILITY TO REMAIN. PROTECT DURING

CONSTRUCTION.

7. CONTRACTOR TO REMOVE FIRE HYDRANT. CUT AND

CAP SERVICE AT MAIN.

EXISTING PAVEMENT TO BE

REMOVED. SAWCUT TO PROVIDE

CLEAN EDGE.

LIMITS OF CONSTRUCTION

SAWCUT

BENCHMARK INFORMATION:

BENCHMARK R6-201

N: 39470.250 E: 28568.901

ELEV: 52.068

BENCHMARK R6-406

N: 39527.454 E: 28478.888

ELEV: 54.047

BENCHMARK R6-407

N: 39502.865 E: 28499.093

ELEV: 55.686

BENCHMARK R6-408

N: 39505.601 E: 28552.323

ELEV: 54.745DRAFT

PROPOSED

BUILDING

P530

LIMITS OF CONSTRUCTION

DSDS

C I

ASPHALT

D CB

PROTECTIVE

PILLAR, TYP

PROTECTIVE

PILLAR, TYP

WATER FAUCET

UNKNOWN

ELECTRICAL BOX

C I

E PARKING AREA 1

LIGHT CONTROL

PANEL

C O

D R

20m

7.32m

.3 m

m 5.

2.74m

TYP

1.5m

R6.1m

6.55m

TYP

12 8

TYP

m T

2.74m

TYP

1.58m

7.93m

R7.3m

11 2

TYP

U N

D S

E m

U N

D S

EX SIDEWALK

EXISTING CURB AND GUTTER

EXISTING

ASPHALT

G S

EXISTING

SIDEWALK

G S

TYP

13 R3m

28m

TYP

R1.53m

1.66m

R1.5m

8.11m

8.72m

6.85m

R1.53m

R6.1m

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

GENERAL SHEET NOTES:

0 6.25 12.5m

CS101SCALE 1:250

1. REFER TO SHEET G-002 FOR LEGEND

2. ALL DIMENSIONS ARE PROVIDED IN METRIC UNITS.

3. ALL RADII ARE 1.5m UNLESS OTHERWISE NOTED.

SHEET KEYNOTES:

LEGEND:

1. CONTRACTOR TO PROVIDE CONCRETE SIDEWALK,

SEE DETAIL A18/CS501.

2. CONTRACTOR TO PAINT 100mm WIDE STRIPE, WHITE

WATERBORNE TRAFFIC PAINT TYPICAL.

3. CONTRACTOR TO PROVIDE CHAIN LINK FENCE, SEE

DETAIL A17/CS502.

4. CONTRACTOR TO PROVIDE DOUBLE SWING GATE,

SEE DETAIL J17/CS502.

5. CONTRACTOR TO PROVIDE PEDESTRIAN SWING GATE,

SEE DETAIL J2/CS502.

6. CONTRACTOR TO PROVIDE CONCRETE

TRANSFORMER PAD WITH GRAVEL YARD AND

MASONRY WALL ENCLOSURE, SEE DETAIL L4/S-503 ON

STRUCTURAL PLANS FOR ADDITIONAL INFORMATION.

7. CONTRACTOR TO PROVIDE ACCESSIBLE PARKING

STALL, SEE DETAIL A17/CS502.

8. CONTRACTOR TO PROVIDE BOLLARD, SEE DETAIL

A7/CS501.

9. CONTRACTOR TO PROVIDE TRASH ENCLOSURE. SEE

DETAIL L11/S-503 ON STRUCTURAL PLANS FOR

ADDITIONAL INFORMATION.

10. CONTRACTOR TO PAINT 100mm WIDE STRIPE AT 45° ANGLE, 06.m O.C., WHITE WATERBORNE TRAFFIC

PAINT TYP.

11. CONTRACTOR TO PROVIDE PRECAST CONCRETE

CURB, SEE DETAIL M17/CS501.

12. CONTRACTOR TO PROVIDE MECHANICAL EQUIPMENT

PAD WITH GRAVEL YARD AND MASONRY WALL

ENCLOSURE, SEE DETAIL L11/S-503 ON STRUCTURAL

PLANS FOR ADDITIONAL INFORMATION.

13. CONTRACTOR TO PROVIDE CROSSWALK, SEE DETAIL

H7/CS501.

14. CONTRACTOR TO PROVIDE CURB RAMP, SEE DETAIL

M11/CS501.

15. CONTRACTOR TO PROVIDE CHAIN LINK FENCE DITCH

CROSSING, SEE DETAIL A15/CS503.

ASPHALT PAVEMENT, SEE DETAIL

G18/CS501.

HEAVY DUTY CONCRETE PAVEMENT/

CONCRETE SIDEWALK, SEE DETAIL

G12/CS501 AND A18/CS501.

GRAVEL

LIMITS OF CONSTRUCTION

WROUGHT IRON FENCE

10m AT SETBACK

SCALE = 1:250

SITE PLANA1

EXISTING PARKING 158 SPACES

PARKING DATA

PROPOSED PARKING 35 SPACES

(INCLUDING 1 ABA)

BENCHMARK

R6-406

ELEV: 54.047

BENCHMARK

R6-407

ELEV: 55.686

BENCHMARK

R6-201

ELEV:52.068

ASPHALT

EXTERIOR UNIT

TREES

TANK

EX BLDG

ASPHALT

PARKING

ASPHALT

PARKING

TYP

m T

4 3

2.74mTYP

LIMITS OF CONSTRUCTION

R6.1m

10m UNOBSTRUCTED SPACE

R1.53m

TYP

TYP10

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

GENERAL SHEET NOTES:

0 6.25 12.5m

CS102SCALE 1:250

1. REFER TO SHEET G-002 FOR LEGEND

2. ALL DIMENSIONS ARE PROVIDED IN METRIC UNITS.

3. ALL RADII ARE 1.5m UNLESS OTHERWISE NOTED.

SHEET KEYNOTES:

LEGEND:

1. CONTRACTOR TO PROVIDE CONCRETE SIDEWALK,

SEE DETAIL A18/CS501.

2. CONTRACTOR TO PAINT 100mm WIDE STRIPE, WHITE

WATERBORNE TRAFFIC PAINT TYPICAL.

3. CONTRACTOR TO PAINT 100mm WIDE STRIPE AT 45° ANGLE, 0.6m O.C., WHITE WATERBORNE TRAFFIC

PAINT TYP.

4. CONTRACTOR TO PROVIDE CONCRETE STEPS WITH

EXTERIOR HANDRAILS, SEE DETAILS ON SHEET CS503.

5. CONTRACTOR TO PROVIDE BOLLARD, SEE DETAIL

A7/CS501.

6. CONTRACTOR TO PROVIDE WHEEL STOP, SEE DETAIL

M7/CS501.

ASPHALT PAVEMENT, SEE DETAIL

G18/CS501.

CONCRETE SIDEWALK, SEE DETAIL

A18/CS501.

LIMITS OF CONSTRUCTION

10m AT SETBACK

SCALE = 1:250

SITE PLANA1

PROPOSED PARKING 40 SPACES

PARKING DATA

BUILDING

P530

LIMITS OF CONSTRUCTION

DSDS

C I

ASPHALT

D CB

PROTECTIVE

PILLAR, TYP

PROTECTIVE

PILLAR, TYP

WATER FAUCET

UNKNOWN

ELECTRICAL BOX

C I

E PARKING AREA 1

LIGHT CONTROL

PANEL

C O

D R

10 11

45 46

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

GENERAL SHEET NOTES:

0 6.25 12.5m

R Y

CS103SCALE 1:250

1. REFER TO SHEET C-001 FOR LEGEND

2. REFER TO SHEET CS105 FOR COORDINATES TABLE.

3. REFER TO STORM AND SANITARY STRUCTURE TABLES

FOR ELEVATIONS.

LEGEND:

COORDINATE POINT

LIMITS OF CONSTRUCTION

SCALE = 1:250

GEOMETRIC PLANA1

ASPHALT

EXTERIOR UNIT

TREES

TANK

EX BLDG

ASPHALT

PARKING

ASPHALT

PARKING

LIMITS OF CONSTRUCTION

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

0 6.25 12.5m

CS104SCALE 1:250SCALE = 1:250

GEOMETRIC PLANA1

GENERAL SHEET NOTES:

1. REFER TO SHEET C-001 FOR LEGEND

2. REFER TO SHEET CS105 FOR COORDINATES TABLE.

3. REFER TO STORM AND SANITARY STRUCTURE TABLES

FOR ELEVATIONS.

LEGEND:

COORDINATE POINT

LIMITS OF CONSTRUCTION

POINT TABLE

POINT #

ELEVATION

126.76

126.81

128.41

130.64

130.39

130.72

132.42

132.63

132.53

131.98

132.18

132.56

132.30

132.63

132.31

132.63

132.32

132.63

132.17

132.68

132.82

132.99

133.71

133.30

133.76

133.84

133.97

132.69

132.68

132.54

131.92

132.05

131.65

DESCRIPTION

BOC

EOP

NORTHING

131072.1325

131071.8615

131007.8291

131014.1070

131028.0622

131028.5608

130989.9560

130989.4575

131003.4126

131000.3688

130999.3039

130977.5231

130951.5455

130917.7652

130885.0066

130852.2479

130821.1139

130789.9799

130766.9205

130769.4514

130772.2279

130763.4065

130745.8273

130749.7362

130748.4180

130744.2874

130743.3604

130738.6476

130793.4986

130773.5466

130773.1679

130794.1332

130799.3179

130800.0658

130840.1373

EASTING

94358.1093

94363.0231

94359.4911

94245.6453

94246.4148

94237.3734

94235.2456

94244.2870

94245.0566

94300.2549

94319.5661

94369.5417

94368.1092

94366.2464

94364.4399

94362.6335

94360.9166

94359.1998

94333.4488

94287.5539

94237.2039

94227.3529

94226.3835

94155.0362

94147.9959

94155.1514

94149.9299

94143.6886

94148.7181

94167.6292

94174.4965

94195.6961

94191.0533

94177.4912

94179.7010

POINT TABLE

POINT #

ELEVATION

132.05

131.65

132.05

132.31

132.16

132.18

132.10

131.93

132.55

130.91

130.80

130.63

130.03

130.69

130.93

131.01

131.02

132.49

130.66

130.75

134.06

134.01

133.92

132.29

132.12

131.98

130.67

131.39

130.13

DESCRIPTION

EOP

BOC

NORTHING

130880.2088

130920.8873

130961.5659

130987.5434

130986.6800

130991.4156

130993.2501

130998.5386

130999.3081

131035.7030

131034.9477

131040.0614

131056.9641

131042.2403

131039.0256

131035.0932

131032.1989

130999.6423

131042.0353

131039.8395

130734.1128

130735.4079

130742.9803

130781.4875

130864.9832

130951.3408

131042.9515

131008.5939

131004.1220

EASTING

94181.9107

94184.1539

94186.3971

94187.8296

94203.4882

94208.7767

94208.8778

94204.1421

94190.1870

94192.1939

94205.8897

94210.6275

94192.3356

94187.0169

94183.5203

94183.3302

94185.9219

94184.1266

94190.9486

94192.9149

94140.9214

94136.1723

94242.9544

94183.5721

94177.7134

94182.4521

94200.5450

94256.9733

94339.8743

POINT TABLE

POINT #

ELEVATION

126.76

126.81

128.41

130.64

130.39

130.72

132.42

132.63

132.53

131.98

132.18

132.56

132.30

132.63

132.31

132.63

132.32

132.63

132.17

132.68

132.82

132.99

133.71

133.30

133.76

133.84

133.97

132.69

132.68

132.54

131.92

132.05

131.65

DESCRIPTION

BOC

EOP

NORTHING

131072.1325

131071.8615

131007.8291

131014.1070

131028.0622

131028.5608

130989.9560

130989.4575

131003.4126

131000.3688

130999.3039

130977.5231

130951.5455

130917.7652

130885.0066

130852.2479

130821.1139

130789.9799

130766.9205

130769.4514

130772.2279

130763.4065

130745.8273

130749.7362

130748.4180

130744.2874

130743.3604

130738.6476

130793.4986

130773.5466

130773.1679

130794.1332

130799.3179

130800.0658

130840.1373

EASTING

94358.1093

94363.0231

94359.4911

94245.6453

94246.4148

94237.3734

94235.2456

94244.2870

94245.0566

94300.2549

94319.5661

94369.5417

94368.1092

94366.2464

94364.4399

94362.6335

94360.9166

94359.1998

94333.4488

94287.5539

94237.2039

94227.3529

94226.3835

94155.0362

94147.9959

94155.1514

94149.9299

94143.6886

94148.7181

94167.6292

94174.4965

94195.6961

94191.0533

94177.4912

94179.7010

POINT TABLE

POINT #

ELEVATION

132.05

131.65

132.05

132.31

132.16

132.18

132.10

131.93

132.55

130.91

130.80

130.63

130.03

130.69

130.93

131.01

131.02

132.49

130.66

130.75

134.06

134.01

133.92

132.29

132.12

131.98

130.67

131.39

130.13

DESCRIPTION

EOP

BOC

NORTHING

130880.2088

130920.8873

130961.5659

130987.5434

130986.6800

130991.4156

130993.2501

130998.5386

130999.3081

131035.7030

131034.9477

131040.0614

131056.9641

131042.2403

131039.0256

131035.0932

131032.1989

130999.6423

131042.0353

131039.8395

130734.1128

130735.4079

130742.9803

130781.4875

130864.9832

130951.3408

131042.9515

131008.5939

131004.1220

EASTING

94181.9107

94184.1539

94186.3971

94187.8296

94203.4882

94208.7767

94208.8778

94204.1421

94190.1870

94192.1939

94205.8897

94210.6275

94192.3356

94187.0169

94183.5203

94183.3302

94185.9219

94184.1266

94190.9486

94192.9149

94140.9214

94136.1723

94242.9544

94183.5721

94177.7134

94182.4521

94200.5450

94256.9733

94339.8743

CS105

P530

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

SCALE = NTS

GEOMETRIC POINT TABLE - P530H2

SCALE = NTS

GEOMETRIC POINT TABLE - OFFSITE PARKINGH11

LEGEND:

EOP EDGE OF PAVEMENT

BOC BACK OF CURB

LP LIGHTPOLE

SW SIDEWALK

BUILDING

P530

LIMITS OF CONSTRUCTION

DSDS

C I

ASPHALT

D CB

WATER FAUCET

ELECTRICAL BOX

C I

E PARKING AREA 1

LIGHT CONTROL

PANEL

C O

D R

A A

AP AP

B B

B B B

B B

BBB

C B

B B B B

B B

B B B

B B B B B

B B

C C

B B

BBBBBBBBBB

CCCCCC

BBBB

BBB

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

GENERAL SHEET NOTES:

0 6.25 12.5m

G P

CJ101

P530

SCALE 1:250

SHEET KEYNOTES:

LEGEND:

SCALE = 1:250

JOINTING PLANA1

1. REFER TO SHEET G-002 FOR LEGEND

2. ALL CONCRETE PANELS THAT SUPPORT UTILITY

STRUCTURES, LIGHT POLES OR ARE IRREGULAR IN

SHAPE SHALL BE REINFORCED.

3. CONTRACTOR SHALL PROVIDE THICKENED EDGE

EXPANSION JOINT AROUND UTILITY STRUCTURES AND

LIGHT POLES.

4. ADJUST JOINT TO INTERSECT MANHOLE AND LIGHT

POLES IF POSSIBLE.

5. ALL JOINT CHANGES SHALL BE APPROVED BY

ENGINEER AND CONTRACTING OFFICER.

1. USE BOXOUT WHEN UTILITY STRUCTURE IS IN THE

INTERSECTION OF 2 JOINTS. PROVIDE 500mm

CLEARANCE BETWEEN THE EXTERIOR LIMITS OF

THE STRUCTURE TO THE DIAMOND BOXOUT. SEE

DETAIL F12/CS501.

2. IF DISTANCE BETWEEN THE JOINT AND THE EDGE

OF UTILITY STRUCTURE IS 1000mm OF LESS, DIVERT THE JOINT AT A 2:1 TAPER RATE TO THE

CENTER OF THE MANHOLE. IF THE DISTANCE IS

GREATER THAN 1000mm, DO NOT DIVERT THE

JOINT AND SAW AS NORMAL. PLACE

REINFORCEMENT REBAR AROUND THE MANHOLE.

SEE DETAIL A12/CS501.

THICKEN EDGE ISOLATION JOINT, SEE

DETAIL L1/CS504.

PCC TO AC JOINT, SEE DETAIL L9/CS504.

DOWELED CONTRACTION JOINT, SEE

DETAIL F16/CS504.

DUMMY CONTRACTION JOINT, SEE

DETAIL F2/CS504.

REINFORCED PAVEMENT, SEE DETAIL

G12/CS500.

CS501

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

SCALE = NTS

ASPHALT PAVEMENT

SCALE = NTS

CONCRETE PAVEMENT

75mm HOT MIX ASPHALT SURFACE

SUBGRADE

150mm BASE COURSE

(MECHANICAL STABILIZED LAYER)

M-40, MR-40

380mm SUBBASE COURSE

(CRUSHER RUN) C-40, RC-40

NOTES:

1. SHADED SLABS INDICATED ON THE JOINT LAYOUT PLAN SHALL BE REINFORCED WITH STEEL

6X6 - W4.0XW4.0 WELDED WIRE FABRIC. OTHER WWF SIZED MAY BE USED PROVIDED THE

STEEL AREA (SQUARE MILLIMETERS PER METER) IN THE LONGITUDINAL AND TRANSVERSE

DIRECTIONS IS EQUAL TO OR EXCEEDS 115 sq. mm PER m.

2. WELDED WIRE FABRIC SHALL BE OVERLAPPED FOR A DISTANCE EQUAL TO AT LEAST ONE

SPACING OF THE WIRE IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER.

THE WIRES IN THE LAP SHALL BE WIRED OR OTHERWISE SECURELY FASTENED TO PREVENT

SEPARATION DURING CONCRETE PLACEMENT.

265 mm PCC PAVEMENT

SUBGRADE

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

SCALE = NTS

PRECAST CONCRETE CURB BLOCK TYPE A

SCALE = NTS

EXPANSION JOINT

3m m

6m m

REINFORCEMENT (SEE NOTES 1 & 2)

A12

M17

G12 G18

SCALE = NTS

CONTRACTION JOINTD12

10mm

FILLER AND SEALANT

m m (M

3mm

100mm OF BASE COURSE (RC-40)

NOTES:

FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP JOINTS.

EXPANSION JOINTS SHALL BE PROVIDED AT 30M INTERVALS, AT

STRUCTURES, AND RADIUS PC AND PT. SAWED CONTROL JOINTS SHALL

BE PROVIDED AT 3M SPACING MAX. OR SIDEWALK WIDTH

WIDTH AS SPECIFIED ON PLANS

SLOPE 50:1

SCALE = NTS

CONCRETE SIDEWALK

100mm OF FROST INHIBITION

COURSE (RC-40)

CONCRETE SIDEWALK

(24-8-25)

A18

CONCRETE FOOTING

450 MIN DIA

NOTES:

1. EPOXY PAINT PIPE DARK

BROWN AFTER

INSTALLATION. COORDINATE

COLOR WITH CONTRACTING

OFFICER.

2. WRAP PIPE WITH ONE BAND

OF 50mm WIDE WHITE

REFLECTOR TAPE

FILL WITH CONCRETE AND ROUND

OFF TOP WITH GROUT PLUG

REFLECTOR TAPE, SEE NOTE 2

PAINT, SEE NOTE 1

STEEL ROUND TUBE

165mm DIA X 7mm

25mm SLOPE

TOP OF FINISH GRADE OR

SURFACE MATERIAL

SCALE = NTS

BOLLARDA7

VARIES

635mm WIDE

WHITE STRIPE

AT 1M ON

CENTER

635mm 635mm

NOTES:

1. CROSSWALK MARKINGS TO

BE THERMOPLASTIC

STRIPING. INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS.

SCALE = NTS

CROSSWALKH7

ACCESS RAMP CONSTRUCTION NOTES:

1. THE SURFACE OF THE RAMP SHALL HAVE A TRANSVERSE BROOMED SLIP-RESISTANT

SURFACE TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK.

2. RAMP CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES AND

REGULATIONS.

3. MAXIMUM SLOPE OF GUTTER IN ANY DIRECTION SHALL BE 2% AT BASE OF CURB RAMP.

4. PROVIDE 5' LANDING WITH MAXIMUM 2% SLOPE IN ANY DIRECTION AT THE TOP OF CURB

RAMPS.

5. PER ADAAG, A CURB RAMP CAN HAVE A MAXIMUM RUNNING SLOPE OF 12:1 (OR 1" PER

FOOT) FOR A MAXIMUM VERTICAL RISE OF 152mm. CONTRACTOR TO ENSURE VERTICAL RISE OF RAMP DOES NOT EXCEED 152mm.

CURB TRANS 1219mmFINISH PER

NOTE 1 MIN.

0mm CF

(TYP)

SLOPE

1:12 MAX

2m m C

2% M AX 152mm CF

2m m C

TRUNCATED

DOMES

SCALE = NTS

ACCESSIBLE CURB RAMPM11

CURB BLOCK TYPE A

LEVELING CONCRETE 21-8-25

BASIS CRUSHED STONE RC-40

102mm

1829mm

914mm MIN

152mm

CURB, BUILDING,

EDGE OF

PAVEMENT OR

STRIPES

CONCRETE WHEEL STOP. INSTALL

PARKING CURB TO MANUFACTURER'S

RECOMMENDATIONS

SCALE = NTS

WHEEL STOPM7

#5 REBAR 457mm LONG WITH 19mm HOLE CAST

#3 BAR (TYP)

NOTE:

PRECAST CONCRETE PARKING

BARRIER WITH 2-#3 REBARS, USE

4000 PSI CONCRETE

SECTION AT P530

50mm HOT MIX ASPHALT SURFACE

SUBGRADE

150mm BASE COURSE

(MECHANICAL STABILIZED LAYER)

M-40, MR-40

150mm SUBBASE COURSE

(CRUSHER RUN) C-40, RC-40

SECTION AT OFFSITE PARKING

CS502

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

ACCESSIBLE PARKING

PAVEMENT SYMBOL.

CENTER IN SPACE. WHITE

PAINT, TYP. SEE DETAIL A1.

NOTES:

1. THE INFORMATION AND DIMENSIONS PROVIDED ON THE SITE PLAN SHALL

APPLY UNLESS OTHERWISE NOTED.

2. ADJUST STRIPE COLOR AND STALL WIDTHS TO MATCH HOST NATION

ACCESSIBILITY REQUIREMENTS.

3. CONTRACTOR TO VERIFY THAT ALL SLOPES ARE 2% MAX IN THE PARKING

SPACE AND ACCESS AISLE.

4. DIMENSIONS SHOWN ARE MINIMUM, REFER TO PLAN FOR PARKING SPACE

AND ACCESS AISLE DIMENSIONS IN THE FIELD.

PEDESTRIAN ROUTE

PARKING

ACCESSIBLE PARKING SIGN PER HOST NATION

REQUIREMENTS.

30.88

WITHIN THE LOADING AND

UNLOADING ACCESS AISLE,

PAINT THE WORDS "NO

PARKING" IN 300mm HIGH

MIN WHITE LETTERS.

PAINT 100mm

WIDE WHITE

STRIPING TYP.

2% SLOPE MAX.

IN ANY

DIRECTION

(TYP.)

PAINT 100mm WIDE WHITE STRIPING AT 915mm O.C. 45

DEGREE ANGLE TO TRAFFIC.

3.5m MIN 1.5m MIN

0m m

45°

SCALE = NTS

ACCESSIBLE PARKING SPACEA17

VAN

PARKING

RESERVED

ACCESSIBLE

ACCESSIBLE PARKING SIGNAGE

TYPICAL VAN ACCESSIBLE PARKING

SPACE SIGNAGE, IF REQUIRED.

150mm SCH. 40 STEEL PIPE

COVERED WITH YELLOW COVER

CONCRETE BASE

PERFORATED METAL HAT CHANNEL POST TYP.

NOTES:

1. BOLLARD NOT REQUIRED IF

ACCESSIBLE SIGNAGE IS LOCATED IN

GRASS AND OVER ONE (1) METER

BEYOND THE BACK OF CURB.

2. FOR NON-VAN ACCESSIBLE PARKING

SIGNAGE, ALIGN TOP OF THE SIGN

WITH VAN ACCESSIBLE PARKING.

3. SIGNS LOCATED WITHIN A

CIRCULATION PATH SHALL BE A

MINIMUM OF 2032 mm ABOVE THE

FINISH FLOOR OR GROUND SURFACE

MEASURED TO THE BOTTOM OF THE

SIGN.

FILL PIPE WITH CONCRETE AND ROUND

OFF TOP, PAINT CAUTION YELLOW

12mmEXPANSION JOINT FILLER

0m m m m

0m m m m m m m m

450mm75 m m

TOOL EDGE

TOP OF CURB

OR PAVEMENT

" T

P O

N G

N O

4' -0

1'-6"

DIA.

18"

230mm

MIN

SCALE = NTS

ACCESSIBLE PARKING SIGNJ18

0m m

100mm

EQUAL

90mm

EQUAL

NOTES:

PROVIDE SHOP DRAWINGS SHOWING LAYOUT OF GATE AND ALL HARDWARE. INDICATE LOCATION AND

TYPES OF GATE KEEPERS AND STOPS.

GATE FRAME MEMBERS SHALL BE 50mm DIA.

HEAVY DUTY HINGE (TYP) 3 EACH

SIDE

KNUCKLED TOP AND BOTTOM

75mm O.D. GATE POST

KNUCKLED TOP AND BOTTOM #9 GAUGE

FABRIC 50mm SQ. MESH

GALVANIZED PIPE SLEEVE

IN 200mm DIA CONCRETE

FOOTING FOR CANE BOLT

INDUSTRIAL

PRESSED STEEL

CORNER

LOCKABLE

CENTER DROP

ROD ASSEMBLY

6mm X 19mm DRAW

BAR

400mm DIAMETER

FOOTING (TYP)

m m

2M0.

M 1.

2M 0.

3M MAX. (TYP.)

BOTTOM RAIL 141mm AT 25mm

ABOVE FINAL GRADE

#9 GAUGE TIES DOUBLE WRAP @

305mm MAX. SPACING

SLOPE TO DRAIN (TYP.)

TERMINAL POST 63.5mm O.D.

GALVANIZED PIPE

#16 GAUGE TIES DOUBLE

WRAP @ 600mm

MAX SPACING

KNUCKLED TOP AND

BOTTOM

TOP RAIL 50mm GALVANIZED

PIPE

16 GAUGE TIES DOUBLE WRAP @

300mm MAX. SPACING.

#9 GAUGE FABRIC,

50mm SQ. MESH

5mmx19mm BAR @

TERMINAL POST

POST BRACE 41mm ASSEMBLY

THREADED ALL ENDS AND

INTERSECTIONS

COMPACTED

SUBGRADE

200mm DIA CONCRETE FOOTING (TYP)

LINE POST 50mm O.D. GALVANIZED

PIPE

X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

3 STRANDS OF BARBED WIRE

APRON ON EXTENSION ARMS (TYP)

3 STRANDS OF BARBED WIRE

APRON ON EXTENSION ARMS (TYP)

0m m

102mm

1M WIDE

NOTES:

PROVIDE SHOP DRAWINGS SHOWING LAYOUT OF GATE AND ALL

HARDWARE. INDICATE LOCATION AND TYPES OF GATE KEEPERS

AND STOPS.

GATE FRAME MEMBERS SHALL BE 50mm DIA.

HEAVY DUTY HINGE (TYP) 3 EACH

SIDE

KNUCKLED TOP AND BOTTOM

75mm O.D. GATE POST

KNUCKLED TOP AND BOTTOM #9 GAUGE

FABRIC 50mm SQ. MESH

INDUSTRIAL

PRESSED STEEL

CORNER

POST CAP (TYP)

300mm

DIAMETER

FOOTING (TYP)

X X X X X X X X X X X X X X X

3 STRANDS OF BARBED WIRE

APRON ON EXTENSION ARMS (TYP)

LATCH

TRUSS ROD TRUSS ROD

BOTTOM AND

TOP RAIL 50mm

GATE FRAME

POST CAP (TYP)

SCALE = NTS

PEDESTRIAN GATEJ2

SCALE = NTS

DOUBLE SWING GATEJ17

SCALE = NTS

1.83M CHAIN LINK FENCEA17SCALE = NTS

ACCESSIBLE PARKING PAVEMENT SYMBOL DETAIL

102mm (TYP.)

279mm

40° 102mm

457mm R 102mm

178mm

76mm

7m m

6m m R

NOTES:

1. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. SYMBOLS ARE

REQUIRED TO CONTRAST WITH BACKGROUND. (COLOR NO. 105090 IN

FEDERAL STANDARDS 595a) DOUBLE COAT. (TYP.)

2. DETAIL PER MUTCD "INTERNATIONAL SYMBOL OF ACCESSIBILITY"

CS503

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

3" SLEEVE

203mm

POST

GROUT

SET CENTER OF POST 152mm

FROM EDGE

SCALE = NTS

CONCRETE STEPS

NOTE:

1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF EXTERIOR HANDRAILS, MATERIALS AND LAYOUT, PRIOR

TO INSTALLATION.

2. VERTICAL CONCRETE SURFACES SHALL RECEIVE A SACK RUBBED FINISH. HORIZONTAL/FLAT SURFACES

SHALL RECEIVE A BROOM FINISH.

3. ALL RAILING AND PIPE SHALL BE 42.4mm HOT DIPPED GALVANIZED.

5m m M

0m m M

304.8mm

ATTACH 6mm THICK MIN X 100mm HIGH HOT DIPPED GALVANIZED PLATE TO THE BOTTOM OF

HANDRAIL AS WHEELGUARD PER ABA AND HOST NATION STANDARD. PLATE SHALL BE

POSITIONED SUCH THAT IT DOES NOT ALLOW THE PASSAGE OF A 100mm SPHERE. NOT

REQUIRED WHEN ADJACENT TO A WALL.

LANDING, SLOPE 2% MAX. IN

ALL DIRECTIONS

LANDING, SLOPE 2% MAX.

IN ALL DIRECTIONS

42.4MM HOT DIPPED GALVANIZED FINISH HANDRAIL.

MOUNTING HEIGHT: 865MM TO 900MM ABOVE SURFACE.

0m m M

SCALE = NTS

HANDRAIL

1.52 M

152mm

COMPACTED AND PROOF

ROLLED SUBGRADE

152mm

EXTERIOR HANDRAIL,

SEE DETAIL

25mm R (TYP)

EXTERIOR HANDRAIL,

SEE DETAIL

6m m

PROPOSED GRADE

13 CM OF FROST BLANKET

RAILING POSTS SHALL BE WELDED

TO A 8mm THICK 100mm x 100mm

HOT GALVANIZED FINISH PLATE. THE

PLATE SHALL BE SECURED TO THE

CONCRETE STEPS WITH 4-8mm x 95mm CONCRETE ANCHOR BOLTS.

SCALE = NTS

STEP SECTION

304.8mm

J15J4

2M0.

M 1.

2M 0.

3M MAX. (TYP.)

BOTTOM RAIL 50mm

#9 GAUGE TIES DOUBLE WRAP

@ 305mm MAX. SPACING

TERMINAL POST 63.5mm

O.D. GALVANIZED PIPE

#16 GAUGE TIES DOUBLE

WRAP @ 600mm

MAX SPACING

KNUCKLED TOP

AND BOTTOM

NOTES:

ALL FENCE AND GATES SHALL MATCH AERIAL PORT FENCING.

TOP RAIL 50mm GALVANIZED

PIPE

16 GAUGE TIES DOUBLE WRAP @

300mm MAX. SPACING.

#9 GAUGE FABRIC,

50mm SQ. MESH

5mmx19mm BAR @

TERMINAL POST

COMPACTED

SUBGRADE

SCALE = NTS

CHAIN LINK FENCE DITCH CROSSINGA15

3 STRANDS OF BARBED

WIRE APRON ON

EXTENSION ARMS (TYP)

200mm DIA

CONCRETE

FOOTING (TYP)

TERMINAL POST

63.5mm O.D.

GALVANIZED

PIPE

LINE POST 50mm O.D.

GALVANIZED PIPE

2M0.

5mmX19mm BAR @

TERMINAL POST

#9 GAUGE FABRIC,

50mm SQ. MESH

POST CAP (TYP)

LINE POST 50mm O.D.

GALVANIZED PIPE

30cm

TREAD

1.5cm R

TYP

<2cm TYP RISER 16.5cm

1.0% SLOPE

230152mm

0m m

245mm

760mm 50mm

245mm

TREAD

WIDTH

305mm

SIDEWALK

EXPANSION JOINT

SEE DETAIL

406mm #4 SMOOTH DOWEL @ 457mm ON CENTER

406mm #4 SMOOTH DOWEL @ 457mm

ON CENTER

#4 @ 304.8mm ON

CENTER

865mm MIN 900mm MAX

152mm 76mm

TS 55.327

BS 55.162

TS 55.169

BS 55.000

TS 54.991

BS 54.826

TS 54.823

BS 54.658

TS 54.655

BS 54.500

TS 54.487

BS 54.322

TS 54.319

BS 54.154

TS 54.151

BS 53.986

TS 53.984

BS 53.819

241mm

0m m

0m m M

304.8mm

SEE HANDRAIL

DETAILS

SIDEWALK

CS504

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

V1 9D

T O

B, O

A, J

C E

Y W

V1 9D

R . K

N O

S U

SCALE = NTS

TYPE A - THICKENED EDGE ISOLATION JOINT

TO NEAREST JOINT

OR 3m IF JOINT SPACING IS GREATER THAN 3.5m

THICKENED EDGENON-EXTRUDING PREFORMED

COMPRESSIBLE MATERIAL

SCALE = NTS

RIGID PAVEMENT AND FLEXIBLE PAVEMENT

TYPE AP - JUNCTURE BETWEEN NEW

TO NEAREST JOINT 3M THICKENED EDGE

OR 3m IF JOINT SPACING IS GREATER THAN 3.6m

NEW RIGID PAVEMENT

TACK COAT 1.5 X ASPHALT

PAVEMENT

THICKNESS

NEW ASPHALTIC

CONCRETE PAVEMENT

COMPACTED

SUBGRADE

CRUSHED ROCK

BASE COURSE

SCALE = NTS

DOWEL BAR ASSEMBLY

DOWELS WELDED

ALTERNATELY TO

TOP SPACER BARS

9mm DIA TOP SPACER

BARS WELDED TO LEG

CHAIRS - 2 PER ASSEMBLY

9mm DIA BOTTOM

SPACER BARS WELDED TO

LEG CHAIRS - 2 PER ASSEMBLY

4.5mm DIA. SPREADER WIRES

WELDED TO TOP SPACER

BARS 3 PER ASSEMBLY TO

BE CLIPPED AFTER STAKING

9mm DIA "VEE" LEG

CHAIRS WELDED AT ALL

INTERSECTIONS TO TOP

AND BOTTOM SPACER BAR

CS504

SCALE = NTS

MANHOLE WITH DIVERTED JOINT

SCALE = NTS

MANHOLE BOXOUT FOR JOINTS

EXTERIOR LIMIT

OF STRUCTURE

FLANGE LINE

TIE BAR

500mm MIN.

1000mm MAX.

DIVERTED JOINTTIE BAR

F17

A17A10

L9L1

GREASE ONE END OF DOWEL.

PROVIDE 300mm SPACING BETWEEN DOWEL

BAR ENDS AND JOINT INTERSECTIONS.

25mm DIA - 400mm LONG SOLID DOWEL SPACED AT 300mm OC. BAR CLEARANCE AT EDGE OF

PANEL SHALL BE A MINIMUM OF 1/2 TO

MAXIMUM OF 3/4 OF THE BAR SPACING.

CS504

SCALE = NTS

TYPE C - DOWELED CONTRACTION JOINT

A10

CS504

F16

SCALE = NTS

CONTRACTION JOINT

CS504

TYPE D - DUMMY

SCALE = NTS

EXPANSION JOINT

m m

.5 m m m m

.5 m m

20mm ± 1.5mm PAVEMENT

SURFACE

6mmR (TYP)

JOINT SEALANT

BOND BREAKER TAPE

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

SCALE = NTS

CONTRACTION JOINT

9.5mm

4m m -9

.5 m m

m m

.7 m m

5m m

.7 5m m C

O N

U C

SAWED

JOINT

FACE

6.25mm BEVEL BY

SAWCUT (TYP)

PAVEMENT

SURFACE

JOINT

SEALANT

SAWED

JOINT FACE

12.5mm ROD

BACK-UP

MATERIAL

F9DRAFT

SD SD SD

SD SD

C I

400 VP

500 VP

400 VP

300 VP

ASPHALT

CURB INLET

TC=38.75

INV (200 VP)=38.38

CURB INLET

TC=38.48

INV (200 VP)=38.10

STM MANHOLE

TC=38.62

INV=38.07(S)

INV=37.99(W)

STM MANHOLE

TC=39.10

INV=37.72(E)

INV=36.45(N)

INV=38.06(W)

CATCH BASIN

TC=37.00

INV=35.12(W)

INV=36.41(S)

INV=35.50(N)

INV=35.14(E)

CATCH BASIN

TC=37.76

INV=35.63(S)

C P

STM MANHOLE

TC=39.37

INV=34.87(E)

INV=34.62(W)

500 CP

STM MANHOLE

TC=39.59

INV=36.58(E)

INV=38.56(SW)

INV=36.32(NW)

400 VP

300 VP

STM MANHOLE

TC=39.70

INV=36.69(E)

INV=38.80(S)

INV=36.69(W)

STM MANHOLE

TC=39.28

INV=36.86(W)

INV=36.86(SE)

INV=38.36(S)

400 VP

STM MANHOLE

TC=39.00

INV=37.08(NW)

INV=37.08(S)

STM MANHOLE

TC=39.67

INV=38.85(W)

INV=38.01(S)

INV=37.51(N)

INV=38.84(E)

CATCH BASIN

TC=40.15

INV(300VP)=38.96(W)

CATCH BASIN

TC=40.20

INV=38.37(N)

INV=38.37(SW)300 VP

CATCH BASIN

TC=39.15

INV=38.53(NE)

CATCH BASIN

TC=39.52

INV(300VP)=38.71(NE)

300 VP

CATCH BASIN

TC=40.18

INV=39.57(S)

STM MANHOLE

TC=40.40

INV=39.47(N)

INV=36.51(SE)

INV=39.63(S)

CATCH BASIN

TC=40.55

INV=39.58(N)

INV=39.59(S)

INV=39.85(W)

PROTECTIVE

PILLAR, TYP

VP PROTECTIVE

PILLAR, TYP

300 VP

CATCH BASIN

TC=40.39

INV=39.77(W)

CATCH BASIN

TC=36.21

INV=35.50(NE)

INV=35.49(W)

INV=35.57(S)

INV=36.49(SE)

300 VP INV=35.81(NE)

CATCH BASIN

TC=37.88

INV=37.37(N)

INV=35.90(S)

TC=38.10

INV=36.08(S) WATER FAUCET

UN…

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File details come from the government source that posted it. Updated Jan 7, 2026.