W912QR-60440629_Plans-0003.pdf

PDF 15 MB Posted Apr 3, 2026

Attached to: Olmsted Lock and Dam Access Road 53 Repairs
Solicitation number: W912QR-60440629
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Apr 3, 2026

This document is a set of construction plans for the LD 53 Access Road project in Olmsted, Illinois, prepared by the U.S. Army Corps of Engineers, Louisville District. The plans are dated March 2026 and were revised in April 2026 in accordance with Amendment 0003. The project is identified as FY2025 project number 112574, with contract number W912QR-60440629.

The plans include site survey sheets (VF101-VF107) showing the overall site layout with existing utilities, control points, and topographic information; photography documentation sheets (GI001-GI008) with site photographs and location plans; demolition plans (CD101-CD107) indicating removal of existing pavement and full-depth replacement areas; and construction site plans (CS101-CS107) showing proposed asphalt pavement work with patch and full-depth replacement sections. Key construction specifications include 1.5 inches of asphalt surface pavement, 2 inches of asphalt base course, and 8 inches of aggregate base course for full-depth replacements, with tack coat applied between layers. The average road width is 20 feet. General notes require the contractor to coordinate with the Contracting Officer's Representative, verify all existing utilities, maintain resident access, notify residents at least 14 days in advance of construction activities, provide temporary erosion and sediment controls, and comply with Illinois Urban Manual and Illinois EPA requirements. Construction activities will disturb less than one acre of land.

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Other files

File	Type	Posted
W912QR-60440629_Specs-0004.pdf	PDF	Apr 16, 2026
W912QR-60440629_Plans-0004.pdf	PDF	Apr 16, 2026
W912QR-60440629_Specs-0003.pdf	PDF	Apr 3, 2026
W912QR-60440629-Amendment 0002__.pdf	PDF	Mar 30, 2026
W912QR-60440629 Amendment 0001.pdf	PDF	Mar 23, 2026
W912QR-60440629_Specs-0000.pdf	PDF	Mar 20, 2026
W912QR-60440629_Plans-0000.pdf	PDF	Mar 20, 2026

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

US Army Corps of Engineers

U .S

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GI001

LOUISVILLE DISTRICT

OLMSTED, IL

LD 53 ACCESS ROAD

112574, FY2025

FEB-26

SIGNATURES BELOW INCLUDE DESIGNERS

AND CHECKERS ON ALL SHEETS INCLUDED

IN THE FOLLOWING DRAWING SET.

CIVIL

DESIGNER: DE'CARIS LOGAN

CHECKER: ROB HARRIS

STRUCTURAL

DESIGNER: NICHOLAS O'NAN

CHECKER: JEREMY HARRIS

SIGNATURES AFFIXED BELOW INDICATE

OFFICIAL RECOMMENDATION AND

APPROVAL OF ALL DRAWINGS IN THIS SET.

APPROVAL RECOMMENDED: *

*APPROVAL RECOMMENDED SIGNATURE

INDICATES DESIGN AND QUALITY CONTROL

REVIEWS ARE COMPLETE, INCLUDING ITR/ATR

CERTIFICATION.

NATHAN FISCHER, PE

TECHNICAL LEAD

CHIEF, ENGINEERING DIVISION

IAN F. MITCHELL, PE

** THIS PROJECT WAS DESIGNED BY THE U.S.

ARMY CORPS OF ENGINEERS, LOUISVILLE

DISTRICT.

INDIVIDUALS WHOSE SIGNATURES AND

REGISTRATION DESIGNATIONS APPEAR ON

THESE DOCUMENTS ARE OPERATING WITHIN

THE SCOPE OF THIER EMPLOYMENT.

SIGNATURES ARE REQUIRED BY

ER 1110-1-8152.

APPROVED: **

GEOTECHNICAL

DESIGNER: FRANCISCO PINERA GERARD

CHECKER: ERIC SPRINGSTON

A C

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02 April 2026

W912QR-60440629-0003

2Q R

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GI006

H14GI006

GI006

GI007

GI008

H14

GI007

A14

GI006

A14

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GI003

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US Army Corps of Engineers

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GENERAL SHEET NOTES

LEGEND

1. PHOTOS TAKEN ON 10-1-2024.

2. SEE SHEETS GI006 - GI008 FOR SITE PHOTOS.

3. AERIAL PHOTOGRAPH IMPORTED FROM BING MAPS 2024 .

PHOTO LOCATION

ARROW DENOTES LOCATION

CONTRACTOR WORK LIMITS

A1 SCALE: 1"=200'

OVERALL PHOTOGRAPHY LOCATION PLAN

PLAN

NORTH

400'0 200'

GI00X

GI004 GI005

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H14GI006

GI008

H14

GI006

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1. PHOTOS TAKEN ON 10-1-2024.

2. SEE SHEETS GI006 - GI008 FOR SITE PHOTOS.

3. AERIAL PHOTOGRAPH IMPORTED FROM BING MAPS 2024 .

PHOTO LOCATION

ARROW DENOTES LOCATION

CONTRACTOR WORK LIMITS

A1 SCALE: 1"=80'

PHOTOGRAPHY LOCATION PLAN

PLAN

NORTH

80' 160'0

GI00X

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GI007

GI008

GI007

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H Y

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GI005

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US Army Corps of Engineers

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1. PHOTOS TAKEN ON 10-1-2024.

2. SEE SHEETS GI006 - GI008 FOR SITE PHOTOS.

3. AERIAL PHOTOGRAPH IMPORTED FROM BING MAPS 2024 .

PHOTO LOCATION

ARROW DENOTES LOCATION

CONTRACTOR WORK LIMITS

PLAN

NORTH

A1 SCALE: 1"=80'

PHOTOGRAPHY LOCATION PLAN

GI00X

80' 160'0

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US Army Corps of Engineers

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SITE PHOTO (010)

SCALE: NTSA2 SITE PHOTO (011)

SCALE: NTSA8 SITE PHOTO (012)

SCALE: NTSA14

SITE PHOTO (007)

SCALE: NTSH2 SITE PHOTO (008)

SCALE: NTSH8

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SHEET ID

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GI008

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US Army Corps of Engineers

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SITE PHOTO (013)

SCALE: NTSH2 SITE PHOTO (015)

SCALE: NTSH14

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E E

EEEEEEEEEEEEEEEEE

EEEEEEEEEEEEEEEE

EEEEEEEEEEEEEEEEE

EEEEEEEEEEEEEEEE

EEEEEEEEEEEEEEEEE

EEEEEEEEEEEEEEEE

EEEEEEEEEEEEEEEEE

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

E E

CP CP

TBM 2 - RAILROAD SPIKE LOCATED ON THE NORTH SIDE OF A UTILITY POLE.

SAID POLE IS LOCATED APPROXIMATELY 400' EAST OF CONTROL POINT DAR3,

APPROXIMATELY 24' WEST OF THE SOUTHWEST CORNER OF A HEADWALL

SLATED FOR RECONSTRUCTION, AND APPROXIMATELY 6' SOUTH OF THE

SOUTHERN EDGE OF DAM 53 ROAD PAVEMENT.

2' DEEP

SINKHOLE

24" MAPLE

44044

393394

39839

4406407408

408 408

411 411

44344

45445

1472473474476

(GRAVEL)

DRIVEWAY

(GRAVEL)

DRIVEW

(CO

NC.)

DRIVEW

(GRAVEL)

(GRAVEL) (GRAVEL)

(GRAVEL)

RAVEL)

(GRAVEL)

FLUSH

ETAL ROUND

2" PIPE

FOUND ABOVE GRADE

GATE

MANUAL

WOOD ROUND

METAL T-POST

W O

D RO

UND

4" METAL CONCRETE FILLED

METAL T-POST

TURN

SPEED LIMIT

STOP

6"X6" COMMUNICATIONHAND HOLE

FLUSH

ELEVATED

4" CON FILLED METAL

ELEVATED

2" 5' EXPOSED METAL

BUS STOP

FLUSH

DAR1

N. 1,975,297.66E. 680,591.26ELEV. 395.78 IP

USACE -

DAR2

N. 1,975,246.20E. 678,220.40ELEV. 442.44IP

USACE

DAR3

N. 1,975,088.93E. 677,116.97ELEV. 478.88IP

USACE

OLM

N. 1,974,372.31

E. 681,457.54

ELEV. 384.06

IPUSACE

TBM1

ELEV. 402.33SPIKE

USACE

TBM2

ELEV. 472.06

SPIKE

USACE

8" CMP

INV EL. 390.84

8" CMP

INV EL. 390.70

24"

INV EL. 475.50

15" CMP

INV EL. 381.36

15" CMP

INV EL. 380.12

9X9 OTHERINV EL. 386.55

9X9 OTHERINV EL. 388.42

24" CMPINV EL. 400.35

8" OTHERINV EL. 404.74

8" OTHERINV EL. 400.29

24" CMP

INV EL. 395.19

24" CMP

INV EL. 404.40

24" CMP

INV EL. 400.55

24"H x 27"W OTHERINV EL. 427.72

24"H x 27"W OTHERINV EL. 429.02

24"H x 27"W OTHERINV EL. 443.84

24"H x 27"W OTHERINV EL. 442.28

9.25W X 7.5T OTHERINV EL. 463.72

9.25W X 7.5T OTHER

INV EL. 464.28

24" RPCINV EL. 475.20

DRIVEWAY(GRAVEL)

(ASPH)

(GRASS)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

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B Y:

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US Army Corps of Engineers

U .S

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(2 2.

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VF101

PLAN

NORTH

SCALE:1:200

OVERALL SITE SURVEYA1 400'0 200'

1. HORIZONTAL DATUM NAD83 KENTUCKY STATE PLANES,

SOUTH ZONE, U.S. SURVEY FEET.

2. VERTICAL DATUM IS NAVD1988.

3. SITE SURVEY COMPLETED IN FEB 2025.

4. AN APPROXIMATE UTILITY LAYOUT IS BEING PROVIDED. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

EXISTING UTILITIES. THE CONTRACTING OFFICER SHOULD

BE NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR

TO INSTALLATION. THE CONTRACTOR MUST REPLACE OR

REPAIR ANY UTILITIES THAT ARE DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR MUST VERIFY CONTROL PRIOR TO ANY

EXCAVATION.

6. CONSTRUCTION MUST BE LAID OUT USING CONTROL

PROVIDED TO COINCIDE WITH ORIGINAL SURVEY AND

DESIGN.

7. NOT ALL CONCRETE JOINTS ARE SHOWN

GENERAL SHEET NOTES

LEGEND

CONTROL POINT LOCATION

CONTRACTOR WORK LIMITS

W EXISTING WATER LINE

G EXISTING GAS LINE

SAN EXISTING SANITARY LINE

E EXISTING OVERHEAD ELECTRIC LINE

SD EXISTING STORM LINE

EXISTING CONTOURS865

EXISTING FENCE

EXISTING TREELINE

EXISTING DITCHLINE

CP CP CP CP EXISTING CULVERT

VF102

VF 103

VF104

VF 105

VF 106

VF 107

A C

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E E

EEEEEEEEEEEEEEEEEEEEEEEEEEEEE

C P

45445

646746

473474476477478479 (GRAVEL)

STOP

6"X6" COMMUNICATIONHAND HOLE

FLUSH

DAR3

N. 1,975,088.93E. 677,116.97ELEV. 478.88IP

USACE

TBM2

ELEV. 472.06

SPIKE

USACE

24"

INV EL. 475.50

9.25W X 7.5T OTHERINV EL. 463.72

9.25W X 7.5T OTHER

INV EL. 464.28

24" RPCINV EL. 475.20

DRIVEWAY(GRAVEL)

(ASPH)

(GRASS)

C H

- S

N: 1975140.6570 E: 677173.5887

N: 1975110.6985 E: 677172.0106

N: 1975158.4536 E: 677311.0258

N: 1975109.7839 E: 677238.0861

N: 1975271.3809 E: 677785.0709

N: 1975241.4440 E: 677788.0090

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

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B Y:

C O

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SHEET ID

US Army Corps of Engineers

U .S

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(2 2.

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D .L

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N . F

U R

VF102

SCALE: 1:40

SITE SURVEYA1 40' 80'0

1. HORIZONTAL DATUM NAD83 KENTUCKY STATE PLANES,

SOUTH ZONE, U.S. SURVEY FEET.

2. VERTICAL DATUM IS NAVD1988.

3. SITE SURVEY COMPLETED IN FEB 2025.

4. AN APPROXIMATE UTILITY LAYOUT IS BEING PROVIDED. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

EXISTING UTILITIES. THE CONTRACTING OFFICER SHOULD

BE NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR

TO INSTALLATION. THE CONTRACTOR MUST REPLACE OR

REPAIR ANY UTILITIES THAT ARE DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR MUST VERIFY CONTROL PRIOR TO ANY

EXCAVATION.

6. CONSTRUCTION MUST BE LAID OUT USING CONTROL

PROVIDED TO COINCIDE WITH ORIGINAL SURVEY AND

DESIGN.

7. NOT ALL CONCRETE JOINTS ARE SHOWN

GENERAL SHEET NOTES

LEGEND

CONTROL POINT LOCATION

CONTRACTOR WORK LIMITS

W EXISTING WATER LINE

G EXISTING GAS LINE

SAN EXISTING SANITARY LINE

E EXISTING OVERHEAD ELECTRIC LINE

SD EXISTING STORM LINE

EXISTING CONTOURS865

EXISTING FENCE

EXISTING TREELINE

EXISTING DITCHLINE

CP CP CP CP EXISTING CULVERT

A C

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CPCP

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

44044

0455 41

433434

44344

(GRAVEL)

BUS STOP

DAR2

N. 1,975,246.20 E. 678,220.40

ELEV. 442.44

USACE

24"H x 27"W OTHER

INV EL. 427.72

24"H x 27"W OTHER

INV EL. 429.02

24"H x 27"W OTHER

INV EL. 443.84

24"H x 27"W OTHER

INV EL. 442.28

(ASPH)

(ASPH) (ASPH)

(GRASS)

C H

- S

C H

- S

N: 1975283.0795 E: 678798.4389

N: 1975245.7368 E: 678395.8227

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

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B Y:

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US Army Corps of Engineers

U .S

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(2 2.

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D .L

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D .L

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N . F

U R

VF103

SCALE: 1:40

SITE SURVEYA1 40' 80'0

1. HORIZONTAL DATUM NAD83 KENTUCKY STATE PLANES,

SOUTH ZONE, U.S. SURVEY FEET.

2. VERTICAL DATUM IS NAVD1988.

3. SITE SURVEY COMPLETED IN FEB 2025.

4. AN APPROXIMATE UTILITY LAYOUT IS BEING PROVIDED. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

EXISTING UTILITIES. THE CONTRACTING OFFICER SHOULD

BE NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR

TO INSTALLATION. THE CONTRACTOR MUST REPLACE OR

REPAIR ANY UTILITIES THAT ARE DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR MUST VERIFY CONTROL PRIOR TO ANY

EXCAVATION.

6. CONSTRUCTION MUST BE LAID OUT USING CONTROL

PROVIDED TO COINCIDE WITH ORIGINAL SURVEY AND

DESIGN.

7. NOT ALL CONCRETE JOINTS ARE SHOWN

GENERAL SHEET NOTES

LEGEND

CONTROL POINT LOCATION

CONTRACTOR WORK LIMITS

W EXISTING WATER LINE

G EXISTING GAS LINE

SAN EXISTING SANITARY LINE

E EXISTING OVERHEAD ELECTRIC LINE

SD EXISTING STORM LINE

EXISTING CONTOURS865

EXISTING FENCE

EXISTING TREELINE

EXISTING DITCHLINE

CP CP CP CP EXISTING CULVERT

A C

C O

R D

E W

A M

2Q R

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C P

2' DEEP

SINKHOLE

41041 0 410 408408 408 409409 40941 1 411 41141

(GRAVEL) (GRAVEL)

2" 5' EXPOSED METAL

24" CMP

INV EL. 400.35

8" OTHER

INV EL. 404.74

8" OTHER

INV EL. 400.29

24" CMP

INV EL. 395.19

24" CMP

INV EL. 404.40

24" CMP

INV EL. 400.55

(ASPH) (ASPH)

(ASPH)

(GRASS)

C H

- S

C H

- S

N: 1975262.2875 E: 679207.0537

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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E D

D R

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E L

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D .L

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VF104

SCALE: 1:40

SITE SURVEYA1 40' 80'0

1. HORIZONTAL DATUM NAD83 KENTUCKY STATE PLANES,

SOUTH ZONE, U.S. SURVEY FEET.

2. VERTICAL DATUM IS NAVD1988.

3. SITE SURVEY COMPLETED IN FEB 2025.

4. AN APPROXIMATE UTILITY LAYOUT IS BEING PROVIDED. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

EXISTING UTILITIES. THE CONTRACTING OFFICER SHOULD

BE NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR

TO INSTALLATION. THE CONTRACTOR MUST REPLACE OR

REPAIR ANY UTILITIES THAT ARE DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR MUST VERIFY CONTROL PRIOR TO ANY

EXCAVATION.

6. CONSTRUCTION MUST BE LAID OUT USING CONTROL

PROVIDED TO COINCIDE WITH ORIGINAL SURVEY AND

DESIGN.

7. NOT ALL CONCRETE JOINTS ARE SHOWN

GENERAL SHEET NOTES

LEGEND

CONTROL POINT LOCATION

CONTRACTOR WORK LIMITS

W EXISTING WATER LINE

G EXISTING GAS LINE

SAN EXISTING SANITARY LINE

E EXISTING OVERHEAD ELECTRIC LINE

SD EXISTING STORM LINE

EXISTING CONTOURS865

EXISTING FENCE

EXISTING TREELINE

EXISTING DITCHLINE

CP CP CP CP EXISTING CULVERT

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

EEEEE

EEEEEEEEEEEEEEEEEEEEEEEEE

C P

(GRAVEL)

SPEED LIMIT

DAR1

N. 1,975,297.66 E. 680,591.26

ELEV. 395.78

USACE -

TBM1

ELEV. 402.33

SPIKE

USACE

9X9 OTHER

INV EL. 386.55

9X9 OTHER

INV EL. 388.42

(ASPH)

(GRASS)

C H

- S

C H

- S

N: 1975304.7425 E: 680367.1240

N: 1975312.0149 E: 679759.5675

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

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O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

E D

D R

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L U

G J

R . P

E L

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, 4

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C H

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, I L

, F

D .L

O G

D .L

O G

N . F

U R

VF105

SCALE: 1:40

SITE SURVEYA1 40' 80'0

1. HORIZONTAL DATUM NAD83 KENTUCKY STATE PLANES,

SOUTH ZONE, U.S. SURVEY FEET.

2. VERTICAL DATUM IS NAVD1988.

3. SITE SURVEY COMPLETED IN FEB 2025.

4. AN APPROXIMATE UTILITY LAYOUT IS BEING PROVIDED. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

EXISTING UTILITIES. THE CONTRACTING OFFICER SHOULD

BE NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR

TO INSTALLATION. THE CONTRACTOR MUST REPLACE OR

REPAIR ANY UTILITIES THAT ARE DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR MUST VERIFY CONTROL PRIOR TO ANY

EXCAVATION.

6. CONSTRUCTION MUST BE LAID OUT USING CONTROL

PROVIDED TO COINCIDE WITH ORIGINAL SURVEY AND

DESIGN.

7. NOT ALL CONCRETE JOINTS ARE SHOWN

GENERAL SHEET NOTES

LEGEND

CONTROL POINT LOCATION

CONTRACTOR WORK LIMITS

W EXISTING WATER LINE

G EXISTING GAS LINE

SAN EXISTING SANITARY LINE

E EXISTING OVERHEAD ELECTRIC LINE

SD EXISTING STORM LINE

EXISTING CONTOURS865

EXISTING FENCE

EXISTING TREELINE

EXISTING DITCHLINE

CP CP CP CP EXISTING CULVERT

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

WCP

E E

C P

397 DRIVEWAY

(GRAVEL)

(GRAVEL)GATE

MANUAL

WOOD ROUND

METAL T-POST

WOOD ROUND

4" METAL CONCRETE FILLED

METAL T-POST

TURN

ELEVATED

4" CON FILLED METAL

ELEVATED

DAR1

N. 1,975,297.66

E. 680,591.26

ELEV. 395.78

USACE -

8" C

INV EL. 390.848" C

INV EL. 390.70

15" CMP

INV EL. 381.36

15" CMP

INV EL. 380.12

(ASPH)

(GRASS)

C H

- S

N: 1975202.4818 E: 680814.6603

N: 1975287.9802 E: 680647.9192

N: 1975256.2715 E: 680810.9519

N: 1975341.9678 E: 680607.9005

N: 1974962.1558 E: 681054.0569

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

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SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

E D

D R

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L U

G J

R . P

E L

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D .L

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VF106

SCALE: 1:40

SITE SURVEYA1 40' 80'0

1. HORIZONTAL DATUM NAD83 KENTUCKY STATE PLANES,

SOUTH ZONE, U.S. SURVEY FEET.

2. VERTICAL DATUM IS NAVD1988.

3. SITE SURVEY COMPLETED IN FEB 2025.

4. AN APPROXIMATE UTILITY LAYOUT IS BEING PROVIDED. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

EXISTING UTILITIES. THE CONTRACTING OFFICER SHOULD

BE NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR

TO INSTALLATION. THE CONTRACTOR MUST REPLACE OR

REPAIR ANY UTILITIES THAT ARE DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR MUST VERIFY CONTROL PRIOR TO ANY

EXCAVATION.

6. CONSTRUCTION MUST BE LAID OUT USING CONTROL

PROVIDED TO COINCIDE WITH ORIGINAL SURVEY AND

DESIGN.

7. NOT ALL CONCRETE JOINTS ARE SHOWN

GENERAL SHEET NOTES

LEGEND

CONTROL POINT LOCATION

CONTRACTOR WORK LIMITS

W EXISTING WATER LINE

G EXISTING GAS LINE

SAN EXISTING SANITARY LINE

E EXISTING OVERHEAD ELECTRIC LINE

SD EXISTING STORM LINE

EXISTING CONTOURS865

EXISTING FENCE

EXISTING TREELINE

EXISTING DITCHLINE

CP CP CP CP EXISTING CULVERT

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

CPWCP

WCPW

EEEEEEEEEEEEEEE

" M

385390

8389391392393

DRIVEWAY

(CONC.)

DRIVEWAY

(GRAVEL)

FLUSH

METAL ROUND

2" PIPE

FOUND ABOVE GRADE

FLUSH

ELEVATEDELEVATED

OLM 13

N. 1,974,372.31

E. 681,457.54

ELEV. 384.06

USACE

(ASPH)

(ASPH) (ASPH)

(GRASS)

RAS

(GRASS) (GRASS)

(GRASS)

C H

- S

N: 1974295.5329 E: 681676.7200

N: 1974226.5008 E: 681583.3261

N: 1974244.3965 E: 681570.0986

N: 1974200.8473 E: 681511.1806

N: 1974299.7499 E: 681438.0767

N: 1974412.3311 E: 681590.3886

N: 1974351.2775 E: 681507.7887

N: 1974333.4454 E: 681483.6637

N: 1974711.8187 E: 681241.2948

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

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SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

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VF107

SCALE: 1:40

SITE SURVEYA1 40' 80'0

1. HORIZONTAL DATUM NAD83 KENTUCKY STATE PLANES,

SOUTH ZONE, U.S. SURVEY FEET.

2. VERTICAL DATUM IS NAVD1988.

3. SITE SURVEY COMPLETED IN FEB 2025.

4. AN APPROXIMATE UTILITY LAYOUT IS BEING PROVIDED. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

EXISTING UTILITIES. THE CONTRACTING OFFICER SHOULD

BE NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR

TO INSTALLATION. THE CONTRACTOR MUST REPLACE OR

REPAIR ANY UTILITIES THAT ARE DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR MUST VERIFY CONTROL PRIOR TO ANY

EXCAVATION.

6. CONSTRUCTION MUST BE LAID OUT USING CONTROL

PROVIDED TO COINCIDE WITH ORIGINAL SURVEY AND

DESIGN.

7. NOT ALL CONCRETE JOINTS ARE SHOWN

GENERAL SHEET NOTES

LEGEND

CONTROL POINT LOCATION

CONTRACTOR WORK LIMITS

W EXISTING WATER LINE

G EXISTING GAS LINE

SAN EXISTING SANITARY LINE

E EXISTING OVERHEAD ELECTRIC LINE

SD EXISTING STORM LINE

EXISTING CONTOURS865

EXISTING FENCE

EXISTING TREELINE

EXISTING DITCHLINE

CP CP CP CP EXISTING CULVERT

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

C H

- S

T C

N E

- S

S H

C D

C H

- S

T C

N E

C D

C H

- S

T C

N E

- S

S H

C D

C H

- S

T C

C H

- S

T C

MATCHLINE - S

EE SHEET CD106

MATCHLINE - S

EE SHEET CD107

19.31'

19.45'

19.29'

18.96'

17.78' 18.46'

18.78'

19.16'

19.04'

18.63'

19.82'

19.60'

18.79'

18.48'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

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SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

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R O

_D R

G S\

W G

P M

C _B

&W .S

E D

D R

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CD101

SCALE:1:200

OVERALL DEMOLITIONA1 400'0 200'

GENERAL SHEET NOTES

LEGEND

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE EXISTING PAVEMENT FULL DEPTH

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. AVERAGE WIDTH OF ROAD IS 20'.

4. REFERENCE SITE PLANS FOR EXTENTS OF ROAD

DEMOLITION.

5. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

6. RESIDENT ACCESS MUST BE MAINTAINED AT ALL TIMES.

CONTRACTOR MUST NOTIFY RESIDENTS AT LEAST 14

DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES.

CD102

CD103

CD104

CD105

CD106

CD107

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

E E

EEEEEEEEEEEEEEEEEEEEEEEEEEEEE

C P

45445

646746

473474476477478479 (GRAVEL)

STOP

6"X6" COMMUNICATIONHAND HOLE

FLUSH

DAR3

N. 1,975,088.93E. 677,116.97ELEV. 478.88IP

USACE

TBM2

ELEV. 472.06

SPIKE

USACE

24"

INV EL. 475.50

9.25W X 7.5T OTHERINV EL. 463.72

9.25W X 7.5T OTHER

INV EL. 464.28

24" RPCINV EL. 475.20

DRIVEWAY(GRAVEL)

(ASPH)

(GRASS)

N: 1975153.1559 E: 677311.9188

N: 1975150.5517 E: 677299.5704

N: 1975132.0171 E: 677304.3942

N: 1975135.2298 E: 677317.1290

C H

- S

T C

N E

- S

S H

C D

19.31'

19.45'

19.29'

N: 1975213.1298 E: 677554.8236

N: 1975194.3547 E: 677558.9325

N: 1975203.1100 E: 677514.8088

N: 1975184.2850 E: 677519.1163

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

- F Y2

R O

_D R

G S\

W G

P M

C _B

E D

D R

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L U

G J

R . P

E L

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C H

(2 2.

C H

S R

, I L

, F

D .L

O G

D .L

O G

N . F

O N

CD102

SCALE:1:40

DEMOLITION PLAN STA 0+00 - 8+50A1 40' 80'0

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. NOT USED.

2. NOT USED.

3. NOT USED.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE EXISTING PAVEMENT FULL DEPTH

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. AVERAGE WIDTH OF ROAD IS 20'.

4. REFERENCE SITE PLANS FOR EXTENTS OF ROAD

DEMOLITION.

5. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

6. RESIDENT ACCESS MUST BE MAINTAINED AT ALL TIMES.

CONTRACTOR MUST NOTIFY RESIDENTS AT LEAST 14

DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES.

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

44044

0455 41

433434

44344

(GRAVEL)

BUS STOP

DAR2

N. 1,975,246.20 E. 678,220.40

ELEV. 442.44

USACE

24"H x 27"W OTHER

INV EL. 427.72

24"H x 27"W OTHER

INV EL. 429.02

24"H x 27"W OTHER

INV EL. 443.84

24"H x 27"W OTHER

INV EL. 442.28

(ASPH)

(ASPH) (ASPH)

(GRASS)

N: 1975271.8664 E: 678598.7078

N: 1975254.3959 E: 678599.7861

N: 1975254.2574 E: 678580.0209

N: 1975271.6842 E: 678578.8732

C H

- S

T C

N E

C D

C H

- S

T C

N E

C D

N: 1975270.6005 E: 678539.1869

N: 1975252.4025 E: 678539.7759

N: 1975251.1952 E: 678505.3916

N: 1975269.7721 E: 678504.1305

N: 1975268.4716 E: 678175.7171

N: 1975249.8383 E: 678176.6156

N: 1975250.0367 E: 678137.0641

N: 1975268.8402 E: 678135.8811

L2 L3

18.96' 18 .8

17.78'

18.46'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

- F Y2

R O

_D R

G S\

W G

P M

C _B

E D

D R

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L U

G J

R . P

E L

O U

, 4

C H

(2 2.

C H

S R

, I L

, F

D .L

O G

D .L

O G

N . F

O N

CD103

SCALE:1:40

DEMOLITION PLAN STA 8+50 - 17+25A1 40' 80'0

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. NOT USED.

2. NOT USED.

3. NOT USED.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE EXISTING PAVEMENT FULL DEPTH

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. AVERAGE WIDTH OF ROAD IS 20'.

4. REFERENCE SITE PLANS FOR EXTENTS OF ROAD

DEMOLITION.

5. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

6. RESIDENT ACCESS MUST BE MAINTAINED AT ALL TIMES.

CONTRACTOR MUST NOTIFY RESIDENTS AT LEAST 14

DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES.

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

C P

2' DEEP

SINKHOLE

41041 0 410 408408 408 409409 40941 1 411 41141

(GRAVEL) (GRAVEL)

2" 5' EXPOSED METAL

24" CMP

INV EL. 400.35

8" OTHER

INV EL. 404.74

8" OTHER

INV EL. 400.29

24" CMP

INV EL. 395.19

24" CMP

INV EL. 404.40

24" CMP

INV EL. 400.55

(ASPH) (ASPH)

(ASPH)

(GRASS)

N: 1975280.7748 E: 678958.4439

N: 1975262.1730 E: 678959.8293

N: 1975261.1628 E: 678913.6168

N: 1975279.6545 E: 678912.5990

N: 1975288.7032 E: 679308.6827

N: 1975287.6665 E: 679261.9879

N: 1975270.0679 E: 679306.5339

N: 1975269.0481 E: 679263.4051

N: 1975277.9333 E: 679548.1201

N: 1975298.0297 E: 679605.7501

N: 1975296.4232 E: 679547.6623

N: 1975280.0764 E: 679606.6431

C H

- S

T C

N E

C D

C H

- S

T C

N E

C D

L4 L5

18.46'

18.78'

19.16'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

- F Y2

R O

_D R

G S\

W G

P M

C _B

E D

D R

. M

L U

G J

R . P

E L

O U

, 4

C H

(2 2.

C H

S R

, I L

, F

D .L

O G

D .L

O G

N . F

O N

CD104

SCALE:1:40

DEMOLITION PLAN STA 17+25 - 25+50A1 40' 80'0

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. NOT USED.

2. NOT USED.

3. NOT USED.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE EXISTING PAVEMENT FULL DEPTH

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. AVERAGE WIDTH OF ROAD IS 20'.

4. REFERENCE SITE PLANS FOR EXTENTS OF ROAD

DEMOLITION.

5. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

6. RESIDENT ACCESS MUST BE MAINTAINED AT ALL TIMES.

CONTRACTOR MUST NOTIFY RESIDENTS AT LEAST 14

DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES.

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

EEEEE

EEEEEEEEEEEEEEEEEEEEEEEEE

C P

(GRAVEL)

SPEED LIMIT

DAR1

N. 1,975,297.66 E. 680,591.26

ELEV. 395.78

USACE -

TBM1

ELEV. 402.33

SPIKE

USACE

9X9 OTHER

INV EL. 386.55

9X9 OTHER

INV EL. 388.42

(ASPH)

(GRASS)

N: 1975310.4085 E: 679903.6325

N: 1975292.1957 E: 679903.3302N: 1975287.6742

E: 679808.5808

N: 1975306.4123 E: 679809.4634

N: 1975324.1227 E: 680232.3696

N: 1975327.5727 E: 680332.8253

N: 1975309.9504 E: 680334.1836

N: 1975328.6336 E: 680464.6249

N: 1975310.3478 E: 680466.9591

N: 1975273.3558 E: 680708.7220

C H

- S

T C

N E

C D

C H

- S

T C

N E

C D

N: 1975305.8674 E: 680233.8648

0+00 1+00

1+35.16

19.04'

18.63' 18 .3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

- F Y2

R O

_D R

G S\

W G

P M

C _B

E D

D R

. M

L U

G J

R . P

E L

O U

, 4

C H

(2 2.

C H

S R

, I L

, F

D .L

O G

D .L

O G

N . F

O N

CD105

SCALE:1:40

DEMOLITION PLAN STA 25+50 - 34+25A1 40' 80'0

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. NOT USED.

2. NOT USED.

3. NOT USED.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE EXISTING PAVEMENT FULL DEPTH

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. AVERAGE WIDTH OF ROAD IS 20'.

4. REFERENCE SITE PLANS FOR EXTENTS OF ROAD

DEMOLITION.

5. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

6. RESIDENT ACCESS MUST BE MAINTAINED AT ALL TIMES.

CONTRACTOR MUST NOTIFY RESIDENTS AT LEAST 14

DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES.

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

WCP

E E

C P

397 DRIVEWAY

(GRAVEL)

(GRAVEL)GATE

MANUAL

WOOD ROUND

METAL T-POST

WOOD ROUND

4" METAL CONCRETE FILLED

METAL T-POST

TURN

ELEVATED

4" CON FILLED METAL

ELEVATED

DAR1

N. 1,975,297.66

E. 680,591.26

ELEV. 395.78

USACE -

8" C

INV EL. 390.848" C

INV EL. 390.70

15" CMP

INV EL. 381.36

15" CMP

INV EL. 380.12

(ASPH)

(GRASS)

N: 1975310.3478 E: 680466.9591

N: 1975290.7802 E: 680715.7173

N: 1975279.8773 E: 680736.7691

N: 1975263.1975 E: 680731.3136

N: 1975273.3558 E: 680708.7220 N: 1975110.1448

E: 680901.0112

N: 1975120.8245 E: 680916.1012

N: 1974871.4733 E: 681115.5923

N: 1974862.8178 E: 681102.1143

C H

- S

T C

C H

- S

T C

9' 19 .8

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

- F Y2

R O

_D R

G S\

W G

P M

C _B

E D

D R

. M

L U

G J

R . P

E L

O U

, 4

C H

(2 2.

C H

S R

, I L

, F

D .L

O G

D .L

O G

N . F

O N

CD106

SCALE:1:40

DEMOLITION PLAN STA 34+25 - 42+75A1 40' 80'0

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. NOT USED.

2. NOT USED.

3. NOT USED.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE EXISTING PAVEMENT FULL DEPTH

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. AVERAGE WIDTH OF ROAD IS 20'.

4. REFERENCE SITE PLANS FOR EXTENTS OF ROAD

DEMOLITION.

5. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

6. RESIDENT ACCESS MUST BE MAINTAINED AT ALL TIMES.

CONTRACTOR MUST NOTIFY RESIDENTS AT LEAST 14

DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES.

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

WCPW

EEEEEEEEEEEEEEE

" M

385390

8389391392393

DRIVEWAY

(CONC.)

DRIVEWAY

(GRAVEL)

FLUSH

METAL ROUND

2" PIPE

FOUND ABOVE GRADE

FLUSH

ELEVATEDELEVATED

OLM 13

N. 1,974,372.31

E. 681,457.54

ELEV. 384.06

USACE

(ASPH)

(ASPH) (ASPH)

(GRASS)

RAS

(GRASS) (GRASS)

(GRASS)

C H

- S

T C

N E

C D

N: 1974353.9793 E: 681475.1141

N: 1974369.6316 E: 681486.5323

N: 1974394.3376 E: 681443.9571

N: 1974407.6984 E: 681457.3594

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

- F Y2

R O

_D R

G S\

W G

P M

C _B

E D

D R

. M

L U

G J

R . P

E L

O U

, 4

C H

(2 2.

C H

S R

, I L

, F

D .L

O G

D .L

O G

N . F

O N

CD107

SCALE:1:40

DEMOLITION PLAN STA 42+75 - 47+90.05A1 40' 80'0

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. NOT USED.

2. NOT USED.

3. NOT USED.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE EXISTING PAVEMENT FULL DEPTH

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. AVERAGE WIDTH OF ROAD IS 20'.

4. REFERENCE SITE PLANS FOR EXTENTS OF ROAD

DEMOLITION.

5. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

6. RESIDENT ACCESS MUST BE MAINTAINED AT ALL TIMES.

CONTRACTOR MUST NOTIFY RESIDENTS AT LEAST 14

DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES.

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

C H

- S

T C

C H

T C

C H

- S

T C

C H

- S

T C

C H

- S

T C

C H

- S

T C

MATCHLINE - S

EE SHEET CS106

MATCHLINE - S

EE SHEET CS107

C H

- S

T C

C H

T C

19.31'

19.45'

19.29'

18.96' 18 .8

17.78'

18.46'

18.78'

19.16'

19.04'

18.63'

.82

19.60'

18.79'

18.48'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

- F Y2

R O

_D R

G S\

W G

P M

C _B

E D

D R

. M

L U

G J

R . P

E L

O U

, 4

C H

(2 2.

C H

S R

, I L

, F

D .L

O G

D .L

O G

N . F

CS101

SCALE:1:40

OVERALL SITE PLANA1 40' 80'0

GENERAL SHEET NOTES

LEGEND

PROPOSED ASPHALT PAVEMENT PATCH, SEE

DETAIL A6, SHEET CS501

PROPOSED ASPHALT FULL DEPTH

REPLACEMENT, SEE DETAIL A1, SHEET CS501

CONTRACTOR WORK LIMITS

CS102

CS103 CS104 CS105

CS106

CS107

1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE.

2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.

3. CONTRACTOR TO COORDINATE CONSTRUCTION

ACTIVITIES WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

4. CONTRACTOR IS LIMITED TO THE CWL'S WITHIN THE

BEGINNING AND END OF THE PROJECT.

5. CONTRACTOR NEEDS TO MAINTAIN ACCESS TO THE

PRIVATE DRIVEWAYS ALONG THE ROAD.

6. CONTRACTOR WORK LIMITS SHOWN ON VF SHEETS.

7. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

8. RESIDENT ACCESS MUST BE MAINTAINED AT ALL TIMES.

CONTRACTOR MUST NOTIFY RESIDENTS AT LEAST 14

DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES.

9. PROVIDE TEMPORARY EROSION AND SEDIMENT

CONTROLS AS NECESSARY TO PREVENT ERODED

MATERIALS AND CONSTRUCTION DEBRIS FROM EXITING

THE PROJECT LIMITS.

10. ANY TEMPORARY STOCKPILES MUST BE SURROUNDED

WITH TEMPORARY PERIMETER CONTROLS SUCH AS

FILTER TUBES OF SILT FENCE.

11. INSPECT THE SITE AND ACCESS ROUTES FOR SOIL,

GRAVEL, DUST, MUD, SEDIMENT, DEBRIS, TRASH, AND

SPILLS. IMMEDIATELY REMOVED SOIL, GRAVEL, MUD,

DEBRIS, TRASH, AND SPILLS FROM PUBLIC ROADS,

DRIVEWAYS, AND PARKING LOTS.

12. SEED AND STRAW ALL DISTURBED EARTH AREAS NOT TO

RECEIVE PAVEMENT OR ROCK SURFACING.

13. TEMPORARY AND PERMANENT EROSION PREVENTION

AND SEDIMENT CONTROL PRACTICES AND POLLUTION

PREVENTION MEASURES MUST CONFORM TO THE

LATEST ILLINOIS URBAN MANUAL, THE

PULASKI-ALEXANDER SWCD, AND ILLINOIS EPA.

14. CONSTRUCTION ACTIVITIES WILL DISTURB LESS THAN

1-ACRE OF LAND

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

E E

EEEEEEEEEEEEEEEEEEEEEEEEEEEEE

C P

45445

646746

473474476477478479 (GRAVEL)

STOP

6"X6" COMMUNICATIONHAND HOLE

FLUSH

DAR3

N. 1,975,088.93E. 677,116.97ELEV. 478.88IP

USACE

TBM2

ELEV. 472.06

SPIKE

USACE

24"

INV EL. 475.50

9.25W X 7.5T OTHERINV EL. 463.72

9.25W X 7.5T OTHER

INV EL. 464.28

24" RPCINV EL. 475.20

DRIVEWAY(GRAVEL)

(ASPH)

(GRASS)

N: 1975153.1559 E: 677311.9188

N: 1975150.5517 E: 677299.5704

N: 1975132.0171 E: 677304.3942

N: 1975135.2298 E: 677317.1290

C H

- S

T C

C H

- S

T C

19.31'

19.45'

19.29'

N: 1975213.1298 E: 677554.8236

N: 1975194.3547 E: 677558.9325

N: 1975203.1100 E: 677514.8088

N: 1975184.2850 E: 677519.1163

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

- F Y2

R O

_D R

G S\

W G

P M

C _B

E D

D R

. M

L U

G J

R . P

E L

O U

, 4

C H

(2 2.

C H

S R

, I L

, F

D .L

O G

D .L

O G

N . F

- 8

CS102

SCALE:1:40

SITE PLAN STA 0+00 - 8+50A1 40' 80'0

GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTES

1. NOT USED.

2. EDGE KEY. SEE DETAIL A14, SHEET CS501

3. NOT USED.

4. NOT USED.

5. NOT USED.

PROPOSED ASPHALT PAVEMENT PATCH, SEE

DETAIL A6, SHEET CS501

PROPOSED ASPHALT FULL DEPTH

REPLACEMENT, SEE DETAIL A1, SHEET CS501

CONTRACTOR WORK LIMITS

SILT FENCE SEE DETAIL H10, SHEET CS501SF

1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE.

2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.

3. CONTRACTOR TO COORDINATE CONSTRUCTION

ACTIVITIES WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

4. CONTRACTOR IS LIMITED TO THE CWL'S WITHIN THE

BEGINNING AND END OF THE PROJECT.

5. CONTRACTOR NEEDS TO MAINTAIN ACCESS TO THE

PRIVATE DRIVEWAYS ALONG THE ROAD.

6. CONTRACTOR WORK LIMITS SHOWN ON VF SHEETS.

7. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

8. RESIDENT ACCESS MUST BE MAINTAINED AT ALL TIMES.

CONTRACTOR MUST NOTIFY RESIDENTS AT LEAST 14

DAYS IN ADVANCE OF CONSTRUCTION ACTIVITIES.

9. PROVIDE TEMPORARY EROSION AND SEDIMENT

CONTROLS AS NECESSARY TO PREVENT ERODED

MATERIALS AND CONSTRUCTION DEBRIS FROM EXITING

THE PROJECT LIMITS.

10. ANY TEMPORARY STOCKPILES MUST BE SURROUNDED

WITH TEMPORARY PERIMETER CONTROLS SUCH AS

FILTER TUBES OF SILT FENCE.

11. INSPECT THE SITE AND ACCESS ROUTES FOR SOIL,

GRAVEL, DUST, MUD, SEDIMENT, DEBRIS, TRASH, AND

SPILLS. IMMEDIATELY REMOVED SOIL, GRAVEL, MUD,

DEBRIS, TRASH, AND SPILLS FROM PUBLIC ROADS,

DRIVEWAYS, AND PARKING LOTS.

12. SEED AND STRAW ALL DISTURBED EARTH AREAS NOT TO

RECEIVE PAVEMENT OR ROCK SURFACING.

13. TEMPORARY AND PERMANENT EROSION PREVENTION

AND SEDIMENT CONTROL PRACTICES AND POLLUTION

PREVENTION MEASURES MUST CONFORM TO THE

LATEST ILLINOIS URBAN MANUAL, THE

PULASKI-ALEXANDER SWCD, AND ILLINOIS EPA.

14. CONSTRUCTION ACTIVITIES WILL DISTURB LESS THAN

1-ACRE OF LAND

A C

C O

R D

E W

A M

2Q R

-6

9_ Pl an s-

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

44044

433434

44344

(GRAVEL)

BUS STOP

DAR2

N. 1,975,246.20 E. 678,220.40

ELEV. 442.44

USACE

24"H x 27"W OTHER

INV EL. 427.72

24"H x 27"W OTHER

INV EL. 429.02

24"H x 27"W OTHER

INV EL. 443.84

24"H x 27"W OTHER

INV EL. 442.28

(ASPH)

(ASPH) (ASPH)

(GRASS)

N: 1975271.8664 E: 678598.7078

N: 1975254.3959 E: 678599.7861

N: 1975254.2574 E: 678580.0209

N: 1975271.6842 E: 678578.8732

C H

- S

T C

C H

T C

C H

- S

T C

C H

T C

N: 1975270.6005 E: 678539.1869

N: 1975252.4025 E: 678539.7759

N: 1975251.1952 E: 678505.3916

N: 1975269.7721 E: 678504.1305

N: 1975268.4716 E: 678175.7171

N: 1975249.8383 E: 678176.6156

N: 1975250.0367 E: 678137.0641

N: 1975268.8402 E: 678135.8811

2 2

L2 L3

18.96' 18 .8

17.78'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O :\E

D \P

- F Y2

R O

_D R

G S\

W G

P M

C _B

E D

D R

. M

L U

G J

R . P

E L

O U

, 4

C H

(2 2.

C H

S R

, I L

, F

D .L

O G

D .L

O G

N . F

- 1

CS103

SCALE: 1:40

SITE PLAN STA 8+50 - 17+25A1 40' 80'0

GENERAL SHEET NOTES

LEGEND

SHEET KEYNOTES

1. NOT USED.

2. EDGE KEY. SEE DETAIL A14, SHEET CS501

3. NOT USED.

4. NOT USED.

5. NOT USED.

PROPOSED ASPHALT PAVEMENT PATCH, SEE

DETAIL A6, SHEET CS501

PROPOSED ASPHALT FULL DEPTH

REPLACEMENT, SEE DETAIL A1, SHEET CS501

CONTRACTOR WORK LIMITS

SILT FENCE SEE DETAIL H10, SHEET CS501SF

1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE.

2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.

3. CONTRACTOR TO COORDINATE CONSTRUCTION

ACTIVITIES WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

4. CONTRACTOR IS LIMITED TO THE CWL'S WITHIN THE

BEGINNING AND END OF THE PROJECT.

5. CONTRACTOR NEEDS TO MAINTAIN ACCESS TO THE

PRIVATE DRIVEWAYS ALONG THE ROAD.

6. CONTRACTOR WORK LIMITS SHOWN ON VF SHEETS.

7. COORDINATE ROAD SHUTDOWNS WITH LOCAL COUNTY

AGENCIES.

8. RESIDENT ACCESS MUST BE…

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