W912QR-60440629_Plans-0000.pdf

PDF 12 MB Posted Mar 20, 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

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Written by GovTribe AI · Mar 20, 2026

Summary: Construction Plans and Specifications for LD 53 Access Road

This document is a certified final set of construction plans for the LD 53 Access Road improvement project in Olmsted, Illinois, issued by the US Army Corps of Engineers Louisville District. The project, identified as Solicitation No. W912QR-60440629 with FY2025 funding (112574), includes demolition and reconstruction of approximately 2.75 miles of access road, with work scheduled for completion by March 2026. The plans document the removal and replacement of two deteriorated box culverts at stations 3+75 and 31+15, full-depth asphalt pavement replacement in select areas, pavement patching, and associated site restoration work. The project requires coordination with the Contracting Officer's Representative, verification of existing utilities prior to construction, and maintenance of resident access to private driveways throughout the work period.

The technical specifications detail site survey data using NAD83 Kentucky State Planes South Zone coordinates with NAVD 1988 vertical datum, control points established in February 2025, and comprehensive documentation of existing conditions including utility locations, drainage structures, and pavement conditions. The culvert replacement work involves precast concrete 9'x9'x9" box culverts with reinforced concrete headwalls and wingwalls, featuring outlet riprap protection and new drainage provisions. Pavement work requires 8-inch aggregate base course with 2 inches of asphalt base and 1.5 inches of asphalt surface, and includes silt fence erosion control measures. The contractor must coordinate road shutdowns with local county agencies, provide at least 14 days advance notice to residents, and maintain site security and dust control throughout construction activities.

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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_Plans-0003.pdf	PDF	Apr 3, 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

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

US Army Corps of Engineers ®

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SHEET ID

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GI001

LOUISVILLE DISTRICT

OLMSTED, IL

LD 53 ACCESS ROAD

112574, FY2025

MARCH 2026

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

FISCHER.NATHAN.ROBERT.1601768328

Digitally signed by

FISCHER.NATHAN.ROBERT.1601768328

DN: CN=FISCHER.NATHAN.ROBERT.1601768328,

OU=USA, OU=PKI, OU=DoD, O=U.S. Government, C=US

Date: 2026.03.04 10:19:35-05'00'

LOGAN.DECARIS.L.1631849160

Digitally signed by

LOGAN.DECARIS.L.1631849160

DN: CN=LOGAN.DECARIS.L.1631849160,

OU=USA, OU=PKI, OU=DoD, O=U.S.

Government, C=US Date: 2026.02.26 07:55:47-05'00'

HARRIS.ROBER

T.A.1392045305

Digitally signed by

HARRIS.ROBERT.A.1392045305

Date: 2026.03.02 07:39:02 -05'00'

O'NAN.NICHOLAS.TYLER.1610623839

Digitally signed by

O'NAN.NICHOLAS.TYLER.1610623839

DN: CN=O'NAN.NICHOLAS.TYLER.1610623839,

OU=USA, OU=PKI, OU=DoD, O=U.S.

Government, C=US Date: 2026.02.27 07:10:39-05'00'

HARRIS.JEREMY.D

ANIEL.1556042698

Digitally signed by

HARRIS.JEREMY.DANIEL.15560

42698

Date: 2026.03.04 08:35:15 -06'00'

PINERA

GERARD.FRANCISCO.J

OSE.1602580004

Digitally signed by PINERA

GERARD.FRANCISCO.JOSE.160

2580004

Date: 2026.02.27 09:46:26 -05'00'

SPRINGSTON.ERIC.M

ATTHEW.1401439826

Digitally signed by

SPRINGSTON.ERIC.MATTHEW.

1401439826

Date: 2026.02.27 09:44:45 -05'00'

19 March 2025

W912QR-60440629

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2. SEE SHEETS GI006 - GI008 FOR SITE PHOTOS.

3. AERIAL PHOTOGRAPH IMPORTED FROM BING MAPS 2024 .

PHOTO LOCATION

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2. SEE SHEETS GI006 - GI008 FOR SITE PHOTOS.

3. AERIAL PHOTOGRAPH IMPORTED FROM BING MAPS 2024 .

PHOTO LOCATION

ARROW DENOTES LOCATION

CONTRACTOR WORK LIMITS

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2. SEE SHEETS GI006 - GI008 FOR SITE PHOTOS.

3. AERIAL PHOTOGRAPH IMPORTED FROM BING MAPS 2024 .

PHOTO LOCATION

ARROW DENOTES LOCATION

CONTRACTOR WORK LIMITS

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E E

CP CP

2' DEEP

SINKHOLE

24" MAPLE

(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)

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MATCHLINE - S

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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

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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: 1975171.6199 E: 677164.1573

N: 1975042.6524 E: 677169.0038

N: 1975076.2911 E: 677211.1440

N: 1975296.7301 E: 677674.1373

N: 1975325.2954 E: 677809.2126

N: 1975098.5560 E: 677296.6784

N: 1975219.7423 E: 677699.3363 N: 1975231.5152

E: 677814.9435

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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

2Q R

-6

9_ Pl an s-

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

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

E D

D R

. M

L U

G J

R . P

E L

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(2 2.

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S R

, I L

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D .L

O G

D .L

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N . F

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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

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)

C H

- S

C H

- S

N: 1975305.5881 E: 678931.7930

N: 1975329.1115 E: 679176.8594

N: 1975228.1649 E: 678935.4449 N: 1975228.1649 E: 678935.4449

N: 1975220.9382 E: 679172.9915

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

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SHEET ID

US Army Corps of Engineers

U .S

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M Y

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E 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

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: 1975374.6868 E: 680220.2453 N: 1975371.1325

E: 680306.0169

N: 1975349.5914 E: 680314.6864N: 1975337.2273

E: 680200.7771

N: 1975266.0983 E: 680212.5738

N: 1975277.6674 E: 680332.8043

N: 1975299.2068 E: 680330.6693

N: 1975347.5541 E: 679853.4131

N: 1975346.6194 E: 680538.3857

N: 1975258.0786 E: 679849.6597

N: 1975275.2935 E: 680021.2296

N: 1975294.5545 E: 680213.1917 N: 1975274.8398

E: 680536.4720

N: 1975264.5005 E: 680604.0445

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

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M Y

C O

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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

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: 1975277.6674 E: 680332.8043

N: 1975299.2068 E: 680330.6693

N: 1975346.6194 E: 680538.3857 N: 1974918.3790

E: 681109.7630

N: 1975127.2739 E: 680854.0106

N: 1974844.8647 E: 681078.4118N: 1975274.8398

E: 680536.4720

N: 1975189.2611 E: 680776.0677

N: 1975264.5005 E: 680604.0445

N: 1975261.1161 E: 680814.8150

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

E D

D R

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L U

G J

R . P

E L

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C H

S R

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D .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

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: 1974328.5033 E: 681468.3226

N: 1974365.0202 E: 681544.3555

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

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E L

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D .L

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D .L

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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

2Q R

-6

9_ Pl an s-

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

NORTHING

EASTING

LOCATION:

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

COMB. FACTOR

NORTHING

EASTING

LOCATION:

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET set

(FT)

1,974,372.31 1,975,297.66

384.06 681,457.54 680,591.260

GEOGRAPHIC COORDINATES (NAD83)

FEBRUARY 2025

OLM 13

KENTUCKY SOUTH SPC ZONE 1602 (NAD83/2011)

FEB 2025 FEB 2025

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

SCALE FACTOR

NORTHING

EASTING

LOCATION:

NAVD 1988

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

COMB. FACTOR

NORTHING

EASTING

LOCATION:

NAVD 1988

DESCRIPTION: DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET

The POINT is a 5/8 inch iron pin set with yellow usace cap that is driven flush with the ground.

set

(US FT)

(US FT)(FT) 395.78

GEOGRAPHIC COORDINATES (NAD83)

LOCK AND DAM 53 ACESS ROAD

TOPO FY25

OLMSTED, PULASKI COUNTY, ILLINOIS

l&d 53 dAM ACCESS ROAD

37°12'25.63356"37°12'16.78829" 89°02'36.33310"

0.99994794 -01°59'50.42" olm 13 - IS LOCATED APPROXIMATELY 4360' southEAST OF the intersection of olmsted dam road and dam 53 road. said point is further described as being located 84.7' southeast of a fire hydrant, 78.5'south of a mailbox, and 25.7' northwest of a water meter.

Dar1 - is located approximately 3440' east of the intersection of olmsted Dam Road and Dam 53 road. Said point is further described as being located 109.0" southeast of a utility pole, 56.7' southwest of a turn sign near the road pc, and 10.3' south of the southern edge of dam 53 road pavement.

(US FT)

The POINT is a 5/8 inch iron pin set with yellow usace cap that is driven flush with the ground.

0.99994785 -01°59'57.15"

PROJECT SUMMARY REPORT TBM 1 - RAILROAD SPIKE LOCATED ON THE NORTH SIDE OF A UTLITY POLE.

SAID POLE IS LOCATED APPROXIMATELY 240' WEST OF CONTROL POINT DAR1,

APPROXIMATELY 68' SOUTHEAST FROM THE SOUTHEAST CORNER OF A HEADWALL

SLATED FOR RECONSTRUCTION, AND SOUTHWEST FROM WHERE THE OVERHEAD

POWERLINE CROSSES DAM 53 ROAD.

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.

LOCK AND DAM 53 ACESS ROAD

TOPO FY25

OLMSTED, PULASKI COUNTY, ILLINOIS

l&d 53 dAM ACCESS ROAD

FEBRUARY 2025

KENTUCKY SOUTH SPC ZONE 1602 (NAD83/2011)

(US FT)

89°02'47.43394"

DAR1

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

NORTHING

EASTING

LOCATION:

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

COMB. FACTOR

NORTHING

EASTING

LOCATION:

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET set

(FT)

1,975,246.20 1,975,088.93

442.44 678,220.40 677,116.97

GEOGRAPHIC COORDINATES (NAD83)

FEBRUARY 2025

DAR2

KENTUCKY SOUTH SPC ZONE 1602 (NAD83/2011)

FEB 2025 FEB 2025

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

SCALE FACTOR

NORTHING

EASTING

LOCATION:

NAVD 1988

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

COMB. FACTOR

NORTHING

EASTING

LOCATION:

NAVD 1988

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET

The POINT is a 5/8 inch iron pin set with yellow usace cap that is driven flush with the ground.

set

(US FT)

(FT)(US FT) 478.88

GEOGRAPHIC COORDINATES (NAD83)

LOCK AND DAM 53 ACESS ROAD

TOPO FY25

OLMSTED, PULASKI COUNTY, ILLINOIS

l&d 53 dAM ACCESS ROAD

37°12'22.37042"37°12'24.30623" 89°03'16.70152"

0.99994786 -02°00'14.90" dar2 - is located approximately 1070 feet east of the intersection of olmsted dam road and dam 53 road, said point is further described as being located 28.1' west of a utility pole, 33.4' east of a school bus sign, and 7.4' south of the southern edge of dam 53 road pavement.

dar3 - is located approximately 53 feet southwest of the intersection of olmsted dam road and dam 53 road, said point is further described as being located 111.4' southwest of a communication pedestal, 99.8 feet southwest of the northern invert of a 24" concrete culvert pipe, and 88.4 feet west of a utility pole.

(US FT)

The POINT is a 5/8 inch iron pin set with yellow usace cap that is driven flush with the ground.

0.99994788 -02°00'23.13"

LOCK AND DAM 53 ACESS ROAD

TOPO FY25

OLMSTED, PULASKI COUNTY, ILLINOIS

l&d 53 dAM ACCESS ROAD

FEBRUARY 2025

KENTUCKY SOUTH SPC ZONE 1602 (NAD83/2011)

(US FT)

89°03'30.26522"

DAR3

EEE

E E

84.7

25.7

109.0

.3 56

28.1

33.4

88.4

PROJECT: LOCK AND DAM 53 ACCESS ROAD

LOCATION: OLMSTED, PULASKI COUNTY, ILLINOIS

REQUESTED BY: DECARIS LOGAN

PARTY CHIEF: JOHN NAPORA

SURVEY CONCLUDED: 28 FEB 2025

SCALE: 1 INCH = 20 FEET

CONTOUR INTERVAL: 1 FOOT

HORIZONTAL DATUM: NAD1983(2011) SPC ZONE 1602 (KENTUCKY SOUTH) - US FEET

VERTICAL DATUM: NAVD 88

SOURCE OF UTILITIES: VISIBLE EVIDENCE

FILENAME: L&D 53 - FY25 - DAM 53 ACCESS ROAD.DGN

FIELD BOOK NUMBER: BOOK 14779, PAGE 56

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

D B

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U .S

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VF401

SCALE:NTS

CONTROL POINT DESCRIPTIONSA1

2Q R

-6

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C H

- S

T C

C H

- S

T C

C H

- S

T C

C H

- S

T C

MATCHLINE - S

EE SHEET CD106

- 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

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

/1 7/

_B &W

E D

D R

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L U

G J

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E L

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(2 2.

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S R

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D .L

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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

2Q R

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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

0+00 1+00

2+00 3+00

4+00 5+00

6+00 7+00

8+00

: 3+72.24

PT: 1+44.25

: 6 +2

M id

: 0 +7

M id

: 5 +0

M id

: 8 +2

STA. 1+30.82

STA. 1+43.76

CURVE TABLE: ALIGNMENTS

CURVE #

LENGTH

144.25'

256.83'

384.60'

352.29'

333.06'

623.47'

288.01'

0.40'

122.94'

RADIUS

399.08'

2199.23'

10714.27'

2905.24'

408.44'

5550.85'

17911.00'

200.00'

7996.00'

DELTA

20°42'36"

6°41'28"

2°03'24"

6°56'52"

46°43'17"

6°26'08"

0°55'17"

0°06'48"

0°52'51"

CHORD DIRECTION

N82° 39' 37.61"E

N76° 51' 09.29"E

N89° 37' 11.24"E

N89° 35' 05.82"E

S67° 26' 05.61"E

S38° 24' 04.14"E

N89° 05' 14.37"E

N88° 41' 00.13"E

N88° 17' 58.66"E

CHORD LENGTH

143.47'

256.68'

384.58'

352.08'

323.91'

623.14'

288.01'

0.40'

122.94'

LINE TABLE: ALIGNMENTS

LINE #

LENGTH

227.99'

224.61'

230.31'

292.48'

861.88'

446.95'

DIRECTION

N76° 17' 34.88"E

N89° 32' 52.77"E

N88° 37' 35.97"E

N88° 44' 24.30"E

N87° 51' 33.03"E

S36° 28' 11.80"E

N: 1975125.6777 E: 677172.7997

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

STA. 3+52.42 STA. 3+93.33

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

/1 7/

_B &W

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

CD102

SCALE:1:40

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

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. CONTRACTOR TO REMOVE EXISTING CULVERT AND

HEADWALLS.

2. CONTRACTOR TO REMOVE EXISTING WINGWALLS AND

HEADWALLS.

3. CONTRACTOR TO TAKE DOWN EX FENCE ,TEMPORARILY

SECURE NEW FENCE BOUNDARY, AND RESTORE FENCE TO

EXISTING EXTENTS.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE LINEAR FEATURE

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.

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

C H

- S

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

8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

: 1

M id

: 8 +2

M id

: 1 3+

M id

: 1 7+

STA. 9+79.04

STA. 10+18.73

STA. 13+47.24

STA. 13+82.02 STA. 14+22.02

STA. 14+41.81

L2 L3C3 C7 C818.96' 18

.8 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

/1 7/

_B &W

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

CD103

SCALE:1:40

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

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. CONTRACTOR TO REMOVE EXISTING CULVERT AND

HEADWALLS.

2. CONTRACTOR TO REMOVE EXISTING WINGWALLS AND

HEADWALLS.

3. CONTRACTOR TO TAKE DOWN EX FENCE ,TEMPORARILY

SECURE NEW FENCE BOUNDARY, AND RESTORE FENCE TO

EXISTING EXTENTS.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE LINEAR FEATURE

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.

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

N: 1975287.6742 E: 679808.5808

N: 1975306.4123 E: 679809.4634

C H

- S

T C

C H

- S

T C

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00

: 1

9 PC

: 2 0+

: 1

: 2

M id

: 1 7+

M id

: 2 1+

STA. 21+05.43 STA. 21+50.48

STA. 23+90.79 STA. 24+49.07

STA. 26+52.24

L4 L5C8 C9

STA. 17+56.57

STA. 18+01.80

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

/1 7/

_B &W

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. CONTRACTOR TO REMOVE EXISTING CULVERT AND

HEADWALLS.

2. CONTRACTOR TO REMOVE EXISTING WINGWALLS AND

HEADWALLS.

3. CONTRACTOR TO TAKE DOWN EX FENCE ,TEMPORARILY

SECURE NEW FENCE BOUNDARY, AND RESTORE FENCE TO

EXISTING EXTENTS.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE LINEAR FEATURE

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.

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: 1975298.0297 E: 679605.7501

N: 1975280.0764 E: 679606.6431

N: 1975310.4085 E: 679903.6325

N: 1975292.1957 E: 679903.3302

N: 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: 1975263.1975 E: 680731.3136

N: 1975273.3558 E: 680708.7220

C H

- S

T C

C H

- S

T C

26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00

: 3

: 3 3+

M id

: 3 2+

N: 1975305.8674 E: 680233.8648

0+00 1+00

1+35.16

STA. 26+52.24 STA. 27+46.66

STA. 30+76.53

STA. 33+09.441

SF SF SF

SF SF

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

/1 7/

_B &W

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. CONTRACTOR TO REMOVE EXISTING CULVERT AND

HEADWALLS.

2. CONTRACTOR TO REMOVE EXISTING WINGWALLS AND

HEADWALLS.

3. CONTRACTOR TO TAKE DOWN EX FENCE ,TEMPORARILY

SECURE NEW FENCE BOUNDARY, AND RESTORE FENCE TO

EXISTING EXTENTS.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE LINEAR FEATURE

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.

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

34+00

35+00

36+00 37+00

38+00

39+00

40+00

41+00

42+00

43+00

: 4

PCC: 33+86.57

: 3 7+

M id: 35+53.10

M id

: 4 0+

STA. 35+60.36

STA. 35+84.60

STA. 38+20.52

STA. 41+39.65

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

/1 7/

_B &W

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. CONTRACTOR TO REMOVE EXISTING CULVERT AND

HEADWALLS.

2. CONTRACTOR TO REMOVE EXISTING WINGWALLS AND

HEADWALLS.

3. CONTRACTOR TO TAKE DOWN EX FENCE ,TEMPORARILY

SECURE NEW FENCE BOUNDARY, AND RESTORE FENCE TO

EXISTING EXTENTS.

REMOVE EXISTING PAVEMENT

PROPOSED CONTRACTOR WORK LIMITS

REMOVE LINEAR FEATURE

REMOVE EXISTING PAVEMENT FULL DEPTH

1. CONTRACTOR TO COORDINATE…

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