113479_IHC_CDF_Entrance_Rd_Resurfacing_Certified_Final_PLANS.pdf

PROJECT LOCATION PROJECT LOCATION

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LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

®of Engineers

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912P6-18-B-0008

EAST CHICAGO, IN

ENTRANCE ROAD RESURFACING

CONFINED DISPOSAL FACILITY

INDIANA HARBOR AND CANAL

W912P6-18-C-00XX

CHICAGO DISTRICT

of Engineers

US Army Corps

SHEET INDEX

PROJECT MANAGER

CHIEF, DESIGN BRANCH

DATE

DATEDATE

ALL DRAWINGS IN THIS SET.

INDICATE OFFICIAL RECOMMENDATION OF

REQUIRED BY ER 1110-1-8152. SIGNATURES

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

TION DESIGNATIONS OF INDIVIDUALS APPEAR

INITIALS OR SIGNATURES AND REGISTRA-

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY THE

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

/S/ WAVIED N/A

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20 JUNE 2018

ATR TEAM LEADER

DYER AS-BUILT CROSS-SECTIONS OF IHC GRADIENT CONTROL SYSTEM (SHEET 4 OF 4)R-00829

DYER AS-BUILT CROSS-SECTIONS OF IHC GRADIENT CONTROL SYSTEM (SHEET 3 OF 4)R-00728

DYER AS-BUILT CROSS-SECTIONS OF IHC GRADIENT CONTROL SYSTEM (SHEET 2 OF 4)R-00627

DYER AS-BUILT CROSS-SECTIONS OF IHC GRADIENT CONTROL SYSTEM (SHEET 1 OF 4)R-00526

DITCH ALIGNMENT FOR DYER CROSS-SECTIONSR-00425

WATER MAIN PLAN AND PROFILER-00324

SOUTH DRIVEWAY IMPROVEMENT - UTILITY PLANR-00223

SOUTH DRIVEWAY IMPROVEMENT - GRADING PLANR-00122

PAVEMENT JOINT DETAILSS-50121

PAVEMENT TYPICAL CROSS SECTIONSS-30120

PAVEMENT AND SUB DETAILSC-50119

CROSS-SECTIONS (SHEET 2 OF 2)C-30218

CROSS-SECTIONS (SHEET 1 OF 2)C-30117

PLAN AND PROFILEC-11316

UTILITY PLAN - ROAD (SHEET 5 OF 5)C-11215

UTILITY PLAN - ROAD (SHEET 4 OF 5)C-11114

UTILITY PLAN - ROAD (SHEET 3 OF 5)C-11013

UTILITY PLAN - ROAD (SHEET 2 OF 5)C-10912

UTILITY PLAN - ROAD (SHEET 1 OF 5)C-10811

UTILITY PLAN - ADMINISTRATIVE BUILDING AREAC-10710

GRADING AND CONCRETE PLAN (SHEET 5 OF 5)C-1069

GRADING AND CONCRETE PLAN (SHEET 4 OF 5)C-1058

GRADING AND CONCRETE PLAN (SHEET 3 OF 5)C-1047

GRADING AND CONCRETE PLAN (SHEET 2 OF 5)C-1036

GRADING AND CONCRETE PLAN (SHEET 1 OF 5)C-1025

WORK LIMITS, PROPOSED ROADWAY ALIGNMENT AND OVERALL SITE PLANC-1014

SURVEY CONTROL INFORMATIONV-0013

LEGEND, ABBREVIATIONS AND GENERAL NOTESG-0022

TITLE SHEET, LOCATION AND VICINITY MAPS, AND SHEET INDEXG-0011

IDNUMBER

TITLE SHEET SHEET

CERTIFIED FINAL DOCUMENTS - RTA W912P6-18-B-0008

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GENERAL NOTES

LEGEND

POST

INDEX CONTOUR

INTERMEDIATE CONTOUR

DEPRESSION CONTOUR

APPROXIMATE CONTOUR

WATER VALVE

GROUND/GRADE

FIRE HYDRANT

EXISTING GROUND SPOT ELEVATION

P

732.3

OH

M

LOCAL CONTROL PANELLCP

ELECTRICAL MAN HOLEEMH

ELECTRICAL HAND HOLEEHH

WELL POINTSWP

MONITORING WELLMW

EXTRACTION WELLEN

GRADE AT FOUNDATIONGF

FINISH FLOORFF

CENTERLINECL

FIRE HYDRANTFH

NORTH AMERICAN VERTICAL DATUMNAVD

OCEAN SURVEYS, INC.OSI

CORPS OF ENGINEERSCOE

ARMY CORPS OF ENGINEERSACOE

DIGITAL TERRAIN MODELDTM

CORRUGATED METAL PIPECMP

REINFORCED CONCRETE PIPERCP

STEEL SHEET PILESSP

CONTRACTING OFFICER'S REPRESENTATIVECOR

MANHOLEMH

VERIFY IN FIELDVIF

PIPE SLOPES

HORIZONTALH

VERTICALV

MINIMUMMIN

NOT TO SCALENTS

MONITORING WELL

FORCE MAIN

STANDARD ABBREVIATIONS

SECURITY LIGHTING

POLE BOLLARDS

EXTRACTION WELL

MW

XXX

GATE VALVEW

GRADIENT CONTROL SYSTEM MANHOLE

GRADIENT CONTROL SYSTEM HEADER

PROPOSED CONTOUR

POWER POLE

GUY WIRE

UNDERGROUND FIBER

OPTIC MARKER

ELECTRIC CALL BOX

ELECTRIC PANAL

ELECTRIC MANHOLE

LIGHT POLE

ELECTRIC SENSOR

®of Engineers

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WASTE WATER

WATER SUPPLY LINE

COMMUNICATION CABLE

STAGING AREA BOUNDARY

AGGREGATE

PAVEMENT TRANSITION

ADA PARKING

CONCRETE

ELECTRIC MANHOLE

MONUMENT

CUT OFF WALL/SLURRY WALL

OVERHEAD POWER LINES

WORK LIMITS

LIGHT POLE

FENCE LINE

ROAD - GRAVEL

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ELEVATIONPXXX.XX

OF THE CONFINED DISPOSAL FACILITY (CDF) OR INTO THE WEST CELL OF CDF AS DIRECTED BY THE GOVERNMENT.

AND DISPOSED OF EITHER ALONG EXPOSED PORTIONS OF THE UPSTREAM DIKE SLOPES IN THE WESTERN CELL

6. CONTRACTOR SHALL FIELD VERIFY THE QUANTITY OF EXISTING AGGREGATE/SLAG AND SUBSOIL TO BE REMOVED

5. NO CONCRETE PAVING MAY PROCEED UNTIL AUTHORIZED BY THE GOVERNMENT REPRESENTATIVE.

LIMITS IS ONLY ALLOWED PER GOVERNMENT APPROVAL.

4. CONTRACTOR SHALL USE THE STAGING AREA SHOWN ON SHEET C-101. USE OF OTHER AREAS WITHIN THE WORK

OR CROSS SECTIONS. THE MAIN ENTRANCE WAS MODIFIED AFTER DYER'S WORK.

PLACED AT EACH STATION ALONG THE RING ROAD. THE DEPTHS OF MATERIAL ARE NOT SHOWN IN THE PROFILES

3. 2010 FINAL CROSS SECTIONS SUBMITTED BY DYER CONSTRUCTION SHOWING THE TYPE AND DEPTH OF MATERIAL

POTENTIAL CONFLICT WITH THE WORK. MAINTAIN ADEQUATE DISTANCE FROM UTILITIES OR OTHER FEATURES.

2. CONTRACTOR SHALL FIELD VERIFY LOCATION OF UTILITIES OR FEATURES THAT CONFLICT WITH OR ARE IN

ROAD SHALL NOT DISRUPT OR DELAY OTHER USACE CONTRACTORS OR USACE EMPLOYEES.

1. CONTRACTOR SHALL COORDINATE WITH FACILITY OPERATIONS CONTRACTOR. RESURFACING OF THE ENTRANCE

IHC-CDF-1

IHC-CDF-2 IHC-CDF-3

IHC-CDF-4

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SHEET ID

NAVD88

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

NORTHING (Y) EASTING (X)

DESCRIPTION

ELEV. ELEV.

GENERAL NOTES

2331059.88

IHC-CDF-1 2333490.56

IHC-CDF-2

IHC-CDF-3 2331106.63

588.9162843771.87

591.3272844011.46

591.0452842254.07

DISK

BRONZE DISK

BRONZE DISK

BRONZE DISK

500'0 250'

NN

IHC-CDF-4

IN WEST NAD83 STATEPLANE COORDINATES

2334422.31 592.9122842010.63

DI0731.

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMENT

OF 1988 (NAVD88) U.S. FEET.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

FEET.

COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83) U.S.

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE PLANE

EXISTING AT THAT TIME.

THE USACE CHICAGO DISTRICT DURING 2010 AND 2013 AND REPRESENTS CONDITIONS

1. THE SURVEY CONDITIONS SHOWN ON THIS SHEET ARE FROM SURVEYS PERFORMED BY

®of Engineers

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(SEE NOTE 1)

STORAGE AND HANDLING

POB

PC

PIPTPOE

10' X 12' A.M.

10' X 12' A.M.

588.0588.0 588.8

.3

591.1 589.6

590.1

LS-2

LS-1

MH-2MH-3

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CE-101

589.6

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590 590 590 590 590

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0 590

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593.0

593.0

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.8

.0

.0

.0

593.0

593.0

593.0

593.0

593.0

.2

593.29593.8

595595595

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SHEET ID

NO. NORTHING EASTING

POINT COORDINATES

WORK LIMITS

0 200' 400'

WL02

WL01

WL11

0+00

1+00

2+00

3+

2,844,057.412,332,305.37WL11

2,844,056.802,333,540.81WL10

2,844,037.742,333,762.13WL09

2,844,001.962,333,896.02WL08

2,843,366.832,334,306.74WL07

2,842,689.412,334,614.39WL06

2,841,952.802,334,718.99WL05

2,841,942.502,332,853.70WL04

2,841,933.032,331,011.42WL03

2,842,943.202,330,992.74WL02

2,844,052.282,330,969.98WL01

WL03WL04

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®of Engineers

US Army Corps

U .S

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3. SEE SHEETS C-102, C-103 AND C-106 FOR ROADWAY ALIGNMENT POINT LOCATIONS.

ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.

2. ALL COORDINATES SHOWN ON THIS SHEET ARE REFERENCED TO THE INDIANA STATE PLANE COORDINATE SYSTEM, WEST

1. THE FINAL LOCATION FOR THE STAGING AND HANDLING AREA WILL BE AS DIRECTED BY THE GOVERNMENT .

NOTES:

ROADWAY ALIGNMENT

2843960.192332123.3411+28POE

2843962.092331433.204+38PT

163.852843962.542331267.603+07PI

2843795.952331266.721+75PC

2843620.432331265.790+00POB

EASTING RADIUSNORTHING STATION POINT

OF ROAD

EXISTING EDGE

WALKWAY

EXISTING

OF PAVEMENT

PROPOSED EDGE

OF PAVEMENT

PROPOSED EDGE

C-102

PAVEMENT

CONCRETE

EXISTING

CONCRETE PAVEMENT

TIE-IN WITH EXISTING

SEE NOTE 5 FOR

DETAIL SHEETS)

(SEE STRUCTURAL

ISOLATION JOINT

DETAIL SHEETS)

(SEE STRUCTURAL

ISOLATION JOINT

POB

PC

FIRE HYDRANT

EXISTING

593.3

W

593.0

593.0

593.0

593.2

595595595

595595595

600600600

600600

605605605

605605605

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID0

NN

10' 20'

IN

D

IA

N A P

O

IS

B

V D

KEYMAP

M A

T C

H L

IN

E T

O S

H E

E T C -1

P=592.6

P=591.8

P=592.3P=592.3P=592.3

P=592.7 P=592.6 P=592.4

E 2,843,795.95

N 2,331,266.72

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-102

S I

D

W P -1

-B -0

O J E

C T I

D

F

IL

E N

A M

E

J O

H N G

R O

B O

S K I, P .E

-D ra w in g s -C -1

.d g n

DRAFT

E A

S T C

H

IC

A G

O

IN

E N

T R

A N

C E R

O A

D R

E S

U R

F A

C

IN

G

C O

N F

IN

E D D

IS

P O

S A

L F

A C

IL

IT

Y

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

X

X

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

D A

R L E

N E B

A N

K H

E A

D

E R

IC

S

A M

P S

O N

L E

S L

IE

B

U S

H P .G

J

U N

E

S H

E E

T O

F

G R

A D

IN

G A

N D C

O N

C R

E T

E P

L

P=591.4P=591.8

PAVEMENT

EXISTING ASPHALT

E 2,843,620.43

N 2,331,265.79

E 2,843,620.37

N 2,331,253.79

6. SEE SHEET C-101 FOR ALIGNMENT POINTS POB AND PC.

DETAILS.

5. SEE SHEETS S-301 AND S-501 FOR PAVEMENT AND JOINT STRUCTURAL

VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

4. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN

FROM DIKE SIDE.

ROADWAY TO ENSURE POSITIVE DRAINAGE AND ACROSS PAVEMENT

3. CONTRACTOR SHALL GRADE AREA ADJACENT TO PROPOSED

THE ORIGINAL RING ROAD.

PROFILE DATA PROVIDED BY THE CONTRACTOR WHO CONSTRUCTED

2. SEE SHEETS R-003 THRU R-007 FOR CROSS-SECTION SUBSURFACE

OF THE CDF AS DIRECTED BY THE GOVERNMENT.

THE CONFINED DISPOSAL FACILITY (CDF) OR INTO THE WESTERN CELL

PORTIONS OF THE UPSTREAM DIKE SLOPES IN THE WESTERN CELL OF

DEPOSIT THE EXCAVATED MATERIAL EITHER ALONG EXPOSED

AGGREGATE/SLAG AND SUBSOIL AS SHOWN ON SHEET C-501 AND

1. CONTRACTOR SHALL EXCAVATE THE EXISTING ENTRANCE ROAD'S

NOTES:

EDGE OF ROAD

EXISTING

OF PAVEMENT

PROPOSED EDGE

OF PAVEMENT

PROPOSED EDGE

C-103

PI

PT

3+

593.0

593.0

593.0

592.3

.8

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

NN

10' 20'

M A

T C

H L

IN

E T

O S

H E

E T C -1

MATCHLINE TO SHEET C-102

IN

D

IA

N A P

O

V D

KEYMAP

P=591.1

P=591.5

P=590.9

P=591.2

P=590.7

P=590.8

P=590.3

P=590.8

P=590.3

P=590.8

P=590.3

P=591.5

E 2,843,962.09

N 2,331,433.20

E 2,843,914.24

N 2,331,314.81

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-103

S I

D

W P -1

-B -0

O J E

C T I

D

F

IL

E N

A M

E

J O

H N G

R O

B O

S K I, P .E

-D ra w in g s -C -1

.d g n

DRAFT

E A

S T C

H

IC

A G

O

IN

E N

T R

A N

C E R

O A

D R

E S

U R

F A

C

IN

G

C O

N F

IN

E D D

IS

P O

S A

L F

A C

IL

IT

Y

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

X

X

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

D A

R L E

N E B

A N

K H

E A

D

E R

IC

S

A M

P S

O N

L E

S L

IE

B

U S

H P .G

J

U N

E

S H

E E

T O

F

G R

A D

IN

G A

N D C

O N

C R

E T

E P

L

N 2,331,267.60

E 2,843,962.54

5. SEE SHEET C-101 FOR ALIGNMENT POINTS PT AND PI.

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

4. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH

FROM DIKE SIDE.

ROADWAY TO ENSURE POSITIVE DRAINAGE ACROSS PAVEMENT

3. CONTRACTOR SHALL GRADE AREA ADJACENT TO PROPOSED

CONSTRUCTED THE ORIGINAL RING ROAD.

PROFILE DATA PROVIDED BY THE CONTRACTOR WHO

2. SEE SHEETS R-003 THRU R-007 FOR CROSS-SECTION SUBSURFACE

CELL OF THE CDF AS DIRECTED BY THE GOVERNMENT.

OF THE CONFINED DISPOSAL FACILITY (CDF) OR INTO THE WESTERN

PORTIONS OF THE UPSTREAM DIKE SLOPES IN THE WESTERN CELL

DEPOSIT THE EXCAVATED MATERIAL EITHER ALONG EXPOSED

AGGREGATE/SLAG AND SUBSOIL AS SHOWN ON SHEET C-501 AND

TOP OF EXISTING DITCH

C-104

OF PAVEMENT

PROPOSED EDGE

EDGE OF ROAD

EXISTING

OF PAVEMENT

PROPOSED EDGE

WORKLIMITS

591.1 589.6

590.1

590.0

590.0

593.0 593.0

593.0

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

NN

10' 20'

M A

T C

H L

IN

E T

O S

H E

E T C -1

5M

A T

C H

L

IN

E T

O S

H E

E T C -1

IN

D

IA

N A P

O

V D

KEYMAP

P=590.3

P=590.9

P=590.4

P=590.9

P=590.5

P=591.0

P=590.6

P=591.4

P=590.8

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

W P -1

-B -0

O J E

C T I

D

F

IL

E N

A M

E

C-104

A

S T C

H

IC

A G

O

IN

E N

T R

A N

C E R

O A

D R

E S

U R

F A

C

IN

G

C O

N F

IN

E D D

IS

P O

S A

L F

A C

IL

IT

Y

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

X

X

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

J O

H N G

R O

B O

S K I, P .E

-D ra w in g s -C -1

.d g n

D A

R L E

N E B

A N

K H

E A

D

E R

IC

S

A M

P S

O N

L E

S L

IE

B

U S

H P .G

J

U N

E

S H

E E

T O

F

G R

A D

IN

G A

N D C

O N

C R

E T

E P

L

P=590.9

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

4. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH

PAVEMENT.

ROADWAY TO ENSURE POSITIVE DRAINAGE AND TO MEET TOP OF

3. CONTRACTOR SHALL GRADE AREA ADJACENT TO PROPOSED

CONSTRUCTED THE ORIGINAL RING.

PROFILE DATA PROVIDED BY THE CONTRACTOR WHO

2. SEE SHEETS R-003 THRU R-007 FOR CROSS-SECTION SUBSURFACE

WESTERN CELL OF THE CDF AS DIRECTED BY THE GOVERNMENT.

CELL OF THE CONFINED DISPOSAL FACILITY (CDF) OR INTO THE

PORTIONS OF THE UPSTREAM DIKE SLOPES IN THE WESTERN

DEPOSIT THE EXCAVATED MATERIAL EITHER ALONG EXPOSED

AGGREGATE/SLAG AND SUBSOIL AS SHOWN ON SHEET C-501 AND

WORKLIMITS

TOP OF EXISTING DITCH

OF PAVEMENT

PROPOSED EDGE

OF PAVEMENT

PROPOSED EDGE

EDGE OF ROAD

EXISTING

C-105

588.0 588.0 588.8

590.5 590.5

593.0

593.0

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

NN

10' 20'

M A

T C

H L

IN

E T

O S

H E

E T C -1

M A

T C

H L

IN

E T

O S

H E

E T C -1

IN

D

IA

N A P

O

V D

KEYMAP

P=591.5

P=591.9P=5921.8

P=591.3

P=591.7

P=591.2 P=591.2

P=591.7

P=591.0

P=591.6

P=590.9

P=591.5

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-105

S I

D

W P -1

-B -0

O J E

C T I

D

F

IL

E N

A M

E

J O

H N G

R O

B O

S K I, P .E

-D ra w in g s -C -1

.d g n

DRAFT

E A

S T C

H

IC

A G

O

IN

E N

T R

A N

C E R

O A

D R

E S

U R

F A

C

IN

G

C O

N F

IN

E D D

IS

P O

S A

L F

A C

IL

IT

Y

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

X

X

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

D A

R L E

N E B

A N

K H

E A

D

E R

IC

S

A M

P S

O N

L E

S L

IE

B

U S

H P .G

J

U N

E

S H

E E

T O

F

G R

A D

IN

G A

N D C

O N

C R

E T

E P

L

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

4. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH

FROM DIKE SIDE.

ROADWAY TO ENSURE POSITIVE DRAINAGE ACROSS PAVEMENT

3. CONTRACTOR SHALL GRADE AREA ADJACENT TO PROPOSED

CONSTRUCTED THE ORIGINAL RING ROAD.

PROFILE DATA PROVIDED BY THE CONTRACTOR WHO

2. SEE SHEETS R-003 THRU R-007 FOR CROSS-SECTION SUBSURFACE

WESTERN CELL OF THE CDF AS DIRECTED BY THE GOVERNMENT.

OF THE CONFINED DISPOSAL FACILITY (CDF) OR INTO THE

PORTIONS OF THE UPSTREAM DIKE SLOPES IN THE WESTERN CELL

DEPOSIT THE EXCAVATED MATERIAL EITHER ALONG EXPOSED

AGGREGATE/SLAG SUBSOIL AS SHOWN ON SHEET C-501 AND

CULVERT

INVERT EL. 584.09

INVERT EL. 584.25

EDGE OF WALKWAY

DITCH

EXISTING

TOP OF

EXISTING DITCH

TOP OF

TOP OF EXISTING DITCH

PAVEMENT

EDGE OF

PROPOSED

PAVEMENT

EDGE OF

EXISTING

ROAD

EDGE OF

EXISTING

C-106

FENCE

EXISTING

FENCE

EXISTING

C OF ROAD

EXISTING

PAVEMENT)

WITH EXISTING CONCRETE

(SEE NOTE 2 FOR TIE-IN

EXPANSION JOINT

POE

589.6

F

O

PP

CBCBCB

F

O

M

590.5

M

M

M

593.0

593.0

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

SCALE: 1"= 10'

20'10'

NN

IN

D

IA

N A P

O

V D

KEYMAP

M A

T C

H L

IN

E A

T S

H E

E T C -1

L

P=591.4

P=592.0

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-106

S I

D

W P -1

-B -0

O J E

C T I

D

F

IL

E N

A M

E

J O

H N G

R O

B O

S K I, P .E

-D ra w in g s -C -1

.d g n

DRAFT

E A

S T C

H

IC

A G

O

IN

E N

T R

A N

C E R

O A

D R

E S

U R

F A

C

IN

G

C O

N F

IN

E D D

IS

P O

S A

L F

A C

IL

IT

Y

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

X

X

C H

IC

A G

O

IL

L

IN

O

IS

S L

A S

A L L E S

T S

U

IT

E

C H

IC

A G

O D

IS

T R

IC

T

D A

R L E

N E B

A N

K H

E A

D

E R

IC

S

A M

P S

O N

L E

S L

IE

B

U S

H P .G

J

U N

E

S H

E E

T O

F

G R

A D

IN

G A

N D C

O N

C R

E T

E P

L

P=590.8

P=591.4

E 2,843,960.19

N 2,332,123.34

7. SEE SHEET C-10 FOR ALIGNMENT POINT POE.

VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

6. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN

CONDITIONS EXISTING AT THE TIME.

PERFORMED BY THE USACE CHICAGO DISTRICT DURING 2013 AND REPRESENTS

5. THE SURVEY CONDITIONS SHOWN ON THIS SHEET ARE FROM A SURVEY

ENSURE POSITIVE DRAINAGE ACROSS PAVEMENT FROM DIKE SIDE.

4. CONTRACTOR SHALL GRADE AREA ADJACENT TO PROPOSED ROADWAY TO

ROAD.

DATA PROVIDED BY THE CONTRACTOR WHO CONSTRUCTED THE ORIGINAL RING

3. SEE SHEETS R-003 THRU R-007 FOR CROSS-SECTION SUBSURFACE PROFILE

WITH EXISTING CONCRETE PAVEMENT OF SOUTH MAIN GATE/ENTRANCE.

REPAVING COMPLETED IN 2019. CONTRACTOR SHALL TIE-IN NEW PAVEMENT

SEE SHEETS R-001 AND R-002 FOR AS-BUILTS OF THE SOUTH ENTRANCE

2. SEE SHEETS S-301 AND S-501 FOR PAVEMENT AND JOINT STRUCTURAL DETAILS.

THE WESTERN CELL OF THE CDF AS DIRECTED BY THE GOVERNMENT.

IN THE WESTERN CELL OF THE CONFINED DISPOSAL FACILITY (CDF) OR INTO

MATERIAL EITHER ALONG EXPOSED PORTIONS OF THE UPSTREAM DIKE SLOPES

SLAG AND SUBSOIL AS SHOWN ON SHEET C-501 AND DEPOSIT THE EXCAVATED

1. CONTRACTOR SHALL EXCAVATE THE EXISTING ENTRANCE ROAD'S AGGREGATE/

8" FORCE MAIN

WATERLINE

EXISTING

EXISTING ELECTRIC PANEL

GENERATOR

EXISTING

EXISTING HANDHOLD (TYPICAL)

EXISTING ELECTRIC PANEL

FIRE HYDRANT

EXISTING

FIRE HYDRANT

EXISTING

EXISTING WATER VAULT

DITCH

ROUTED UNDER THE

CONDUIT DUCT BANK

EXISTING

HEADER

CONTROL SYSTEM

12" GRADIENT

EXISTING

CONTROL SYSTEM HEADER

EXISTING 12" GRADIENT

8" FORCE MAIN

EXISTING

EXISTING ELECTRIC PANELS

SERVICE LINE

EXISTING WATER

PRESSURE LINE

SANITARY SEWER

EXISTING

GATE VALVE

EXISTING

ELECTRIC LINE

EXISTING

H

H

H

W

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

NN

20' 40'

SLURRY WALL

EXISTING

BUILDING

OPERATION

FACILITY

EXISTING

BUILDING

STORAGE

EXISTING

BUILDING

STORAGE

EXISTING 4"Ø

4"Ø

EHH 40

EHH-39

PMS-03

MX-1

(2)-1"

(2)-1"

EHH-38

(2)-2" (4)-3"

2" 2"

VALVE

EXISTING

VALVE

EXISTING

P

LIGHTPOLE

EXISTING

METER BOX

W/EXTERIOR

4" WM SERVICE

EXISTING

LOT

PARKING

EXISTING

PVE CONCRETE INCASED

(4) 3" DUCTBANK

EXISTING

PAD

USDA

EXISTING

EXISTING ELECTRIC CABINET

EXISTING TRANSFORMER

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

U T

IL

IT

Y P

L A

C-107

S I

D

W P -1

-B -0

O J E

C T I

D

F

IL

E N

A M

E

J O

H N G

R O

B O

S K I, P

D

M

IN

IS

T R

A T

IV

E B

U

IL

D

IN

G A

R E

A

-D ra w in g s -C -1

.d g n

DRAFT

E A

S T C

H

IC

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TANK

HOLDING

SANITARY

EXISTING

8" SAN SERVICE

EXISTING

CONTRACTOR.

ELEVATIONS OF EXISTING UTILITIES SHALL BE FIELD VERIFIED BY THE

NOTE:

EXISTING WATER LINE

EXISTING WATER LINE

WATER LINE

EXISTING

WALKWAY

EXISTING

EXISTING FORCE MAIN

NEW PAVEMENT

EDGE OF

PROPOSED

GATE VALVE

EXSITING WATER VAULT

EXISTING

LIGHT POLE

EXISTING

HYDRANT

EXISTING FIRE

C-108

DIKE

EXISTING

593.3

W

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593.0

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595595595

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CONCRETE

EXISTING

PAVEMENT

ASPHALT

EXISTING WATERLINE

EXISTING FORCE MAIN

EXTRACTION WELL

EXISTING

EXTRACTION WELL

EXISTING

EDGE OF ROAD

PROPOSED

EDGE OF ROAD

PROPOSED

C-109

CONTROL SYSTEM HEADER

EXISTING 12" GRADIENT

8" FORCE MAIN

EXISTING

EXISTING DIKE

3+

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EXISTING

EDGE OF ROAD

PROPOSED

EDGE OF ROAD

PROPOSED

C-110

CONTROL SYSTEM HEADER

EXISTING 12" GRADIENT

8" FORCE MAIN

EXISTING

EXISTING SLURRY WALLEXTRACTION WELL

EXISTING

MONITORING WELL

CONTROL SYSTEM

EXISTING GRADIENT

MONITORING WELL

CONTROL SYSTEM

EXISTING GRADIENT

WELL

EXTRACTION

EXISTING

EXISTING DITCH

591.1 589.6

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PROPOSED

EDGE OF ROAD

PROPOSED

SLURRY WALL

EXISTING

EXTRACTION WELL

EXISTING

EXTRACTION WELL

EXISTING

EXTRACTION WELL

EXISTING

C-111

CONTROL SYSTEM HEADER

EXISTING 12" GRADIENT

EXISTING DITCH

588.0 588.0 588.8

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LIGHT POLE

EXISTING

EXISTING CAMERA TOWER

WELL

EXTRACTION

EXISTING

POLE

THROUGH LIGHT

POWER FED

EXISTING CAMERA

EXISTING GATE DISCONNECT

C-112

EXISTING CULVERT

DUCTBANK

ELECTRICAL

EXISTING

CONTROL SYSTEM HEADER

EXISTING 12" GRADIENT

LOOP DETECTOR

EXISTING VEHICULAR

CALL BOX

EXISTING

EXISTING GATE CONTROLS

SLURRY WALL

EXISTING

EXISTING GATE

PROPOSED EDGE OF ROAD

PROPOSED EDGE OF ROAD

EXISTING COMMUNICATION CABLE

NN

APRON

CONCRETE

EXISTING

F

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®of Engineers

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MAINTAIN ADEQUATE DISTANCE FROM UTILITIES OR OTHER FEATURES.

THAT CONFLICT WITH OR ARE IN POTENTIAL CONFLICT WITH THE WORK.

2. CONTRACTOR SHALL FIELD VERIFY LOCATION OF UTILITIES OR FEATURES

POWER POLES IN PLACE.

1. PROTECT ALL UNDERGROUND AND OVERHEAD UTILITIES, CAMERA, AND

WATERLINE

EXISTING GROUND

WORKLIMITS

FORCEMAIN

EXISTING

FORCE MAIN

EXISTING 8"

EXISTING VALVE

VALVE

EXISTING

CONTROL SYSTEM HEADER

EXISTING 12" GRADIENT

HEADER

SYSTEM

CONTROL

12" GRADIENT

EXISTING

8" FORCE MAIN

EXISTING

DIKE

EXISTING

STRUCTURE

DECANT

EXISTING

ROAD ALIGNMENT

DITCH

EXISTING

EXISTING DITCH

2+00

3+00

1+00

0+00

E L E

V A

T

IO

N

STATIONING

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00

EL. VARIES 586±

6" WATER MAIN

EXISTING

EL. VARIES 586±

6" WATER MAIN

EXISTING

MAIN

8" FORCE

EXISTING

LINE

ELECTRIC

EXISTING

EL. VARIES 585.0±

12" COLLECTION HEADER

EXISTING

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BUILDING

STORAGE

EXISTING

BUILDING

OPERATION

FACILITY

EXISTING

BUILDING

STORAGE

EXISTING

SLURRY WALL

EXISTING

20'0 10'

100'0 50'

100'0 50'

NN

HORIZONTAL SCALE IN FEET

VERTICAL SCALE IN FEET

®of Engineers

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EXISTING ASPHALT PARKING LOT

AMERICA VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH

NOTE:

PAVEMENT

EXISTING CONCRETE

ROAD ALIGNMENT

BUILDING

STORAGE

EXISTING

SLURRY WALL

SLURRY WALL

SLURRY WALL

SLURRY WALL

SLURRY WALL

SLURRY WALL

STA. 5+00

STA. 7+00

STA. 8+00

STA. 9+00STA. 4+00

STA. 3+00

STA. 2+00

STA. 0+00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

EL. VARIES 585.0±

12" COLLECTION HEADER

EL. VARIES 585.0±

12" COLLECTION HEADER

EL. VARIES 585.0±

12" COLLECTION HEADER

24' WIDE ROAD

EL. VARIES 585.0±

12" COLLECTION HEADER

EL. VARIES 585.0±

12" COLLECTION HEADER

EL. VARIES 585.0±

12" COLLECTION HEADER

EL. VARIES 586±

6" WATER MAIN

EL. VARIES 586±

6" WATER MAIN

EL. VARIES 586±

6" WATER MAIN

EL. VARIES 586±

6" WATER MAIN

OF DITCH

CENTER

OF DITCH

CENTER

OF DITCH

CENTER

OF DITCH

CENTER

OF DITCH

CENTER

OF DITCH

CENTER

EL. VARIES 585.0±

HEADER

12" COLLECTION

MAIN

8" FORCE

MAIN

8" FORCE

STA. 6+00STA. 1+00

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

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2 3 4 5 6 7 8 9 10

SHEET ID

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40'10'0 20'

HORIZONTAL:

VERTICAL:

®of Engineers

US Army Corps

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T

IO

N S

-D ra w in g s -C -3

.d g n

DRAFT

E A

S T C

H

IC

A G

O

IN

E N

T R

A N

C E R

O A

D R

E S

U R

F A

C

IN

G

C O

N F

IN

E D D

IS

P O

S A

L F

A C

IL

IT

Y

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

X

X

C H

IC

A G

O

IL

L

IN

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IS

S L

A S

A L L E S

T S

U

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E

C H

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IS

T R

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D A

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N E B

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WALL ARE EXISTING STRUCTURES.

2. ALL UTILITIES, THE DITCH AND THE SLURRY

OF 1988 (NAVD88) U.S. FEET.

THE NORTH AMERICAN VERTICAL DATUM

1. ELEVATIONS SHOWN ARE REFERENCE TO

SLURRY WALL

SLURRY WALL

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

EL. VARIES 585.0±

12" COLLECTION HEADER

OF DITCH

CENTER

OF DITCH

CENTER EL. VARIES 585.0±

12" COLLECTION HEADER

STA. 10+00

STA. 11+00

24' WIDE ROAD

PROPOSED

24' WIDE ROAD

PROPOSED

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IS

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D

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

40'10'0 20'

40'10'0 20'

HORIZONTAL:

VERTICAL:

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S H

E E

T O

F

C-302

S I

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W P -1

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O A

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W P -1

-C -0

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H P .G

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WALL ARE EXISTING STRUCTURES.

2. ALL UTILITIES, THE DITCH AND THE SLURRY

OF 1988 (NAVD88) U.S. FEET.

THE NORTH AMERICAN VERTICAL DATUM

1. ELEVATIONS SHOWN ARE REFERENCE TO

24'-0"

CA53 STONE SUBBASE

12" 12"

REINFORCEMENT REQUIREMENTS.

SLAB DETAILS, JOINTS, AND

SEE STRUCTURAL SHEETS FOR

GEOTEXTILE

EXISTING CLAY FILL

5"

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2 3 4 5 6 7 8 9 10

SHEET ID

SLOPE VARIESAPPROXIMATE EXISTING TOPSOIL LINE

APPROXIMATE EXISTING TOPSOIL LINE

DIKE SIDE

N.T.S.

ENTRANCE ROAD

TYPICAL CONCRETE PAVEMENT DETAIL

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

C-501

S I

D

W P -1

-B -0

O J E

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P

ELEVATION

FACILITY (CDF) OR INTO THE WESTERN CELL OF THE CDF AS DIRECTED BY THE GOVERNMENT.

PORTIONS OF THE UPSTREAM DIKE SLOPES IN THE WESTERN CELL OF THE CONFINED DISPOSAL

SHOWN IN THE PAVEMENT DETAIL, AND DEPOSIT THE EXCAVATED MATERIAL EITHER ALONG EXPOSED

3. CONTRACTOR SHALL EXCAVATE EXISTING ENTRANCE ROAD AGGREGATE/SLAG AND SUBSOIL AS

SPECIFICATION SECTION 31 23 00.00 20, EXCAVATION AND FILL.

2. CONTRACTOR SHALL BACKFILL REMOVED SOIL WITH CA53 STONE AND COMPACTED PER

OF WORK IN THE SPECIFICATIONS AND ASTM STANDARDS FOR CONCRETE PAVEMENTS.

1. CONTRACTOR SHALL IMPLEMENT ALL QUALITY CONTROL (QC) MEASURES SPECIFIED IN THE SCOPE

SMOOTH DOWELS CENTERED IN SLAB

15'-0" (TYP.)

#5 @ 8" O.C.

TIE BARS CENTERED IN SLAB

12'-0" 12'-0"

#5 @ 8" O.C.

CONTRACTION JOINT

TRANSVERSE

2" CL. (TYP.)

CONTRACTION JOINT

TRANSVERSE

2" CL. (TYP.)

CONTRACTION JOINT

CONTINUOUS LONGITUDINAL

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...\Entrance Road Resurfacing-113479\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\PAVEMENT TYPICAL CROSS SECTIONS

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

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2 3 4 5 6 7 8 9 10

SHEET ID

-D ra w in g s -S -3

.d g n

-D ra w in g s -S -3

.d g n

DRAFT

J

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A G

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M A

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A N

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W P -1

-B -0

E2

TYPICAL LONGITUDINAL SLAB CROSS SECTION

SCALE: 1" = 1' 0 1' 2'6"

B2

TYPICAL TRANSVERSE SLAB CROSS SECTION

SCALE: 1" = 1' 0 1' 2'6"

D A

V

ID

F

O R

C E S .E

D A

V

ID

F

O R

C E S

3" (TYP.)

DETAIL A

DOWEL GREASED ONE SIDE @ 12" O.C.

1.5" Ø x 18" LONG EPOXY COATED SMOOTH

#5 @ 8 (EPOXY COATED)

D

D

D

½ S

A W

C U

T

3" (TYP.)

DETAIL B

DOWEL GREASED ONE SIDE @ 12" O.C.

1.5" Ø x 18" LONG EPOXY COATED SMOOTH

#5 @ 8 (EPOXY COATED)

D

D

D

½ S

A W

C U

T

BUTT JOINT

3" (TYP.)

DETAIL C

#5 @ 8 (EPOXY COATED)

D

D

D

½ S

A W

C U

T

TIE BARS @ 36" O.C.

#5" x 30" LONG EPOXY COATED

6'-0"

DO NOT DOWEL

EXISTING SLAB

DETAIL D

EXPANSION JOINT FILLER

OVER BACKER ROD OVER

JOINT SEALANT (¼" RECESS)

DRILL AND GROUT

CONCRETE PAVEMENT

EXISTING REINFORCED

EXPANSION CAP

GREASE THIS SIDE OF DOWEL

EPOXY COATED @ 12" O.C.

1½" Ø x 18" LONG SMOOTH DOWEL

⅛" INITIAL SAWCUT

¼" SAWCUT

BACKER ROD

OVER ⅜" (MIN.) DIA.

JOINT SEALANT

BACKER ROD

OVER ⅜" (MIN.) DIA.

JOINT SEALANT

¼" SAWCUT

BUTT JOINT

BACKER ROD

OVER ⅜" (MIN.) DIA.

JOINT SEALANT

¼" SAWCUT

⅛" INITIAL SAWCUT

JOINT FILLER

"4

OVER BACKER ROD

(¼" RECESS)

JOINT SEALANT

"4

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...\Entrance Road Resurfacing-113479\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\VARIOUS JOINT DETAILS

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O J E

C T I

D

F

IL

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2 3 4 5 6 7 8 9 10

SHEET ID

-D ra w in g s -S -5

.d g n

-D ra w in g s -S -5

.d g n

DRAFT

J

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A G

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A L L E S

T S

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T R

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U S J

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S-501

M A

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D A

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ID

F

O R

C E S .E

F L

W P -1

-C -0

X

X

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S L

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T D

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M A

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ID

F

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C E S .E

A N

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E A

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A N

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D R

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F A

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IN

G

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E D D

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P O

S A

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A C

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IT

Y

IN

D

IA

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-B -0

F1

SCALE: 3" = 1'

TRANSVERSE CONTRACTION JOINT

6"0 3" 1' F4

DETAIL A

SCALE: 1" = 1" 0 1" 2"1/2" F6

SCALE: 3" = 1'

TRANSVERSE CONSTRUCTION JOINT

6"0 3" 1' F9

DETAIL B

SCALE: 1" = 1" 0 1" 2"1/2"

C1

LONGITUDINAL CONTRACTION JOINT

SCALE: 3" = 1' 6"0 3" 1' C5

DETAIL C

A1

ISOLATION JOINT @ EXISTING SLAB

SCALE: 3" = 1' 6"0 3" 1' A9

DETAIL D

F7

SCALE: 1½" = 1'

EXPANSION JOINT @ EXISTING PAVEMENT

3"0 1½" 6"

3. LONGITUDINAL REINFORCEMENT SHALL BE CURVED AT PAVEMENT BENDS TO MAINTAIN UNIFORM REINFORCEMENT SPACING AND EDGE DISTANCES.

2. MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING SHALL BE 15 FEET.

INTERMEDIATE TRANSVERSE CONSTRUCTION JOINTS ARE NOT ALLOWED.

1. IF USED, TRANSVERSE CONSTRUCTION JOINTS SPACING MUST CORRESPOND WITH NORMAL TRANSVERSE CONTRACTION JOINT SPACING.

L

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2 3 4 5 6 7 8 9 10

SHEET ID

FOR REFERENCE ONLY

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

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®of Engineers

US Army Corps

U .S

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FOR REFERENCE ONLY

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

F E

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R-003

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FOR REFERENCE ONLY

D A

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