Attachment 1 - Project Plans~8.pdf

PDF 2 MB Posted May 27, 2026

Attached to: DNR Carlyle Lake- Stabilize Riverside Embankment (3 locations)
Solicitation number: 26-422DNR-REALT-B-52643
Issued by: Illinois

About this file

Written by GovTribe AI · May 28, 2026

This is a project plan document prepared by Hurst-Rosche, Inc. for the Illinois Department of Natural Resources (IDNR) to stabilize the Kaskaskia River embankment at three locations in Fayette County, Illinois. The project, numbered 4-24-004 and designed under Professional Design Number 184-000298, addresses riverbank erosion prevention through riprap installation and earthwork stabilization. The scope encompasses three distinct work areas: the West Location (stations 1+50 to 9+00), the Middle Location (stations 20+50 to 23+50), and the East Location (stations 30+00 to 32+60). The project requires the removal and disposal of vegetation, excavation of approximately 2,667 cubic yards of material, placement of 332 cubic yards of fill, installation of 4,435 square yards of filter fabric, and deployment of stone riprap in various classifications totaling approximately 2,903 tons (2,071 tons RR5, 279 tons RR3, and 1,553 tons RR6). Construction shall comply with the current IDOT Standard Specifications for Road and Bridge Construction (adopted January 1, 2022) and the approved USACE Nationwide Permit.

The project specifications require contractors to provide all labor, materials, and equipment for embankment stabilization using riprap placement at varying slope ratios (ranging from 1:1 to 6:1) with filter fabric underlayment. All work must adhere to environmental and erosion control standards, including temporary erosion control measures, mulching of slopes steeper than 1:4, and comprehensive site restoration including seeding and mulching of disturbed areas upon project completion. The contractor bears full responsibility for utility location verification by calling J.U.L.I.E. at 1-800-892-0123 a minimum of 48 hours prior to any excavation and assumes liability for any utility damage. Contractors must verify all property lines and topography to their satisfaction and employ a licensed Illinois professional land surveyor to reset any disturbed survey monuments, with written verification provided to the owner. Excavated materials designated as unstable or unsuitable shall be disposed of outside owner property at the contractor's expense, while topsoil and clay must be stockpiled separately under appropriate best management practices.

View the file

Other files

File	Type	Posted
VBP Goal Waiver Request and Review Form v.26.1.pdf	PDF	May 27, 2026
B52643invitation-for-bid-offer-to-the-state-of-illinois-v-25-3-2-24-25.pdf	PDF	May 27, 2026
B52643 Contract Template~2.docx	DOCX document	May 27, 2026
vendor-disclosure-formerly-forms-a-v26-2-7-22-2025~20.docx	DOCX document	May 27, 2026
B52643 BEP Utilization Plan v.26.1.pdf	PDF	May 27, 2026
B52643invitation-for-bid-vendor-instructions-and-requirements-v26-1.docx	DOCX document	May 27, 2026
ipg-active-registered-vendor-disclosure-formerly-forms-b-v-26-1-8-26-2025-1~43.docx	DOCX document	May 27, 2026
B52643 VBP Utilization Plan v.26.1.pdf	PDF	May 27, 2026
BEP_WaiverRequest_Review~1.pdf	PDF	May 27, 2026
Attachment 2 - USACE Section 404 Permit.pdf	PDF	May 27, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

COVER SHEET

AND LOCATION MAP

EJA DLH JLG

SHEET 1 OF 14

LOCATION MAP

INDEX OF SHEETS

PREPARED FOR:

ILLINOIS DEPARTMENT OF NATURAL RESOURCES

IDNR KASKASKIA RIVER

EMBANKMENT STABILIZATION - 3 LOCATIONS

EXPIRES:

LICENSE

DATE:

JUSTIN L. GOODWIN , P.E.

11-30-2025

03-14-2025

FAYETTE COUNTY, ILLINOIS.

PROJECT NUMBER: 4-24-004

EAST LOCATION

WEST LOCATION

MIDDLE LOCATION

PARKING LOT #2

PARKING LOT #1

TEMP STOCKPILE

LOCATION

PROJECT

LOCATION

LEVEE TOP

ACCESS ROADS

ENGINEER

PROFESSIONAL

LICENSED

62-055333

O SINILLI

I L G DON

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

COVER SHEET AND LOCATION MAP

AutoCAD SHX Text

AutoCAD SHX Text 3-4

AutoCAD SHX Text

COOK

AutoCAD SHX Text

DU PAGE

AutoCAD SHX Text

KANE

AutoCAD SHX Text

DE KALB

AutoCAD SHX Text

LEE

AutoCAD SHX Text

WHITESIDE

AutoCAD SHX Text

OGLE

AutoCAD SHX Text

CARROLL

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

MC HENRY

AutoCAD SHX Text

BOONE

AutoCAD SHX Text

WINNEBAGO

AutoCAD SHX Text

STEPHENSON

AutoCAD SHX Text

JO DAVIES

AutoCAD SHX Text

PUTNAM

AutoCAD SHX Text

MARSHALL

AutoCAD SHX Text

LIVINGSTON

AutoCAD SHX Text

IROQUOIS

AutoCAD SHX Text

KANKAKEE

AutoCAD SHX Text

WILL

AutoCAD SHX Text

GRUNDY

AutoCAD SHX Text

KENDALL

AutoCAD SHX Text

LASALLE

AutoCAD SHX Text

BUREAU

AutoCAD SHX Text

HENRY

AutoCAD SHX Text

STARK

AutoCAD SHX Text

PEORIA

AutoCAD SHX Text

KNOX

AutoCAD SHX Text

WARREN

AutoCAD SHX Text

HENDERSON

AutoCAD SHX Text

MERCER

AutoCAD SHX Text

ROCK ISLAND

AutoCAD SHX Text

MACON

AutoCAD SHX Text

MOULTRIE

AutoCAD SHX Text

DOUGLAS

AutoCAD SHX Text

COLES

AutoCAD SHX Text

EDGAR

AutoCAD SHX Text

CLARK

AutoCAD SHX Text

CUMBERLAND

AutoCAD SHX Text

SHELBY

AutoCAD SHX Text

CHRISTIAN

AutoCAD SHX Text

MONTGOMERY

AutoCAD SHX Text

MACOUPIN

AutoCAD SHX Text

JER SEY

AutoCAD SHX Text

GREENE

AutoCAD SHX Text

CALHOUN

AutoCAD SHX Text

PIKE

AutoCAD SHX Text

SCOTT

AutoCAD SHX Text

MORGAN

AutoCAD SHX Text

SANGAMON

AutoCAD SHX Text

MENARD

AutoCAD SHX Text

CASS

AutoCAD SHX Text

ADAMS

AutoCAD SHX Text

SCHUYLER

AutoCAD SHX Text

MASON

AutoCAD SHX Text

LOGAN

AutoCAD SHX Text

DEWITT

AutoCAD SHX Text

PIATT

AutoCAD SHX Text

VERMILION

AutoCAD SHX Text

CHAMPAIGN

AutoCAD SHX Text

FORD

AutoCAD SHX Text

MCLEAN

AutoCAD SHX Text

WOODFORD

AutoCAD SHX Text

TAZEWELL

AutoCAD SHX Text

FULTON

AutoCAD SHX Text

MC DONOUGH

AutoCAD SHX Text

HANCOCK

AutoCAD SHX Text

WABASH

AutoCAD SHX Text

EDWARDS

AutoCAD SHX Text

GALLATIN

AutoCAD SHX Text

SALINE

AutoCAD SHX Text

WILLIAMSON

AutoCAD SHX Text

JACKSON

AutoCAD SHX Text

RANDOLPH

AutoCAD SHX Text

PERRY

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

HAMILTON

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

WAYNE

AutoCAD SHX Text

JEFFERSON

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

MONROE

AutoCAD SHX Text

ST. CLAIR

AutoCAD SHX Text

CLINTON

AutoCAD SHX Text

MARION

AutoCAD SHX Text

CLAY

AutoCAD SHX Text

RICHLAND

AutoCAD SHX Text

LAWERENCE

AutoCAD SHX Text

CRAWFORD

AutoCAD SHX Text

JASPER

AutoCAD SHX Text

EFFINGHAM

AutoCAD SHX Text

FAYETTE

AutoCAD SHX Text

BOND

AutoCAD SHX Text

MADISON

AutoCAD SHX Text

MASSAC

AutoCAD SHX Text

PULASKI

AutoCAD SHX Text

ALEXANDER

AutoCAD SHX Text

UNION JOHNSON POPE HARDIN

AutoCAD SHX Text

LOCATION OF SECTION INDICATED THUS -

AutoCAD SHX Text %%uNOTE:

AutoCAD SHX Text

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED

AutoCAD SHX Text

FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATIONS

AutoCAD SHX Text

MUST BE CONSIDERED APPROXIMATELY ONLY. THERE MAY BE OTHERS,

AutoCAD SHX Text

THE EXISTENCE OF WHICH IS PRESENTLY UNKNOWN. THE CONTRACTOR IS

AutoCAD SHX Text

CONTRACTOR.

AutoCAD SHX Text

ANY DAMAGES TO UTILITIES WILL BE THE RESPONSIBILITY OF THE

AutoCAD SHX Text

FOR UTILITY LOCATIONS A MINIMUM OF 48 HOURS PRIOR TO ANY DIGGING.

AutoCAD SHX Text

TO CALL J.U.L.I.E. @ 1-800-892-0123, AND ALL UTILITY COMPANIES

AutoCAD SHX Text 5-8

AutoCAD SHX Text

FAYETTE COUNTY, ILLINOIS.

AutoCAD SHX Text J.U.L.I.E. (800) 892-0123

AutoCAD SHX Text

PART OF SECTIONS 8 AND 9, T4N, R1W, 3RD P.M.

AutoCAD SHX Text

PLAN SHEETS WEST LOCATION

AutoCAD SHX Text

CROSS SECTIONS WEST LOCATION

AutoCAD SHX Text

PLAN SHEET MIDDLE LOCATION

AutoCAD SHX Text 10-11

AutoCAD SHX Text

CROSS SECTIONS MIDDLE LOCATION

AutoCAD SHX Text

AutoCAD SHX Text 13-14

AutoCAD SHX Text

PLAN SHEET EAST LOCATION

AutoCAD SHX Text

CROSS SECTIONS EAST LOCATION

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

GENERAL NOTES

EJA DLH JLG

SHEET 2 OF 14

FILTER FABRIC

RR3 RIPRAP

RR6 OR RR5

RIPRAP

EXISTING

STREAMBED

RR3 TYPICAL SECTION

RR6 TYPICAL SECTION

TOE DETAIL (WHERE APPLICABLE)

EARTH EXCAVATION (WEST)

Location Cross Section

Average Cut Area

Earth Excavation Excavation to be used in

Embankment (25% Shrinkage)

Cross Section Average Fill Area

Embankment Earthwork Balance

From To Sq Ft Cubic Yard Cubic Yard Sq Ft Cubic Yard Cubic Yard

1+50 2+00 53.3 98.8 74.1 0.0 0.0 74.1

2+00 2+50 62.0 114.9 86.2 0.0 0.0 86.2

2+50 3+00 59.3 109.9 82.5 0.0 0.0 82.5

3+00 3+50 56.8 105.2 78.9 0.0 0.0 78.9

3+50 4+00 43.5 80.6 60.5 0.0 0.0 60.5

4+00 4+50 31.3 58.0 43.5 0.0 0.0 43.5

4+50 5+00 38.5 71.3 53.5 0.0 0.0 53.5

5+00 5+50 31.5 58.4 43.8 1.3 2.5 41.3

5+50 6+00 24.8 46.0 34.5 2.0 3.8 30.7

6+00 6+50 35.0 64.9 48.7 0.8 1.5 47.2

6+50 7+00 43.0 79.7 59.8 0.0 0.0 59.8

7+00 7+50 43.0 79.7 59.8 0.3 0.6 59.2

7+50 8+00 38.0 70.4 52.8 0.3 0.6 52.2

8+00 8+50 63.8 118.2 88.7 0.0 0.0 88.7

8+50 9+00 88.5 163.9 123.0 15.5 28.8 94.2

Total 712.3 1319.9 990.3 20.2 37.8 952.5

EARTH EXCAVATION (MIDDLE)

Location Cross Section

Average Cut Area

Earth Excavation Excavation to be used in

Embankment (25% Shrinkage)

Cross Section Average Fill Area

Embankment Earthwork Balance

From To Sq Ft Cubic Yard Cubic Yard Sq Ft Cubic Yard Cubic Yard

20+50 21+00 48.5 89.9 67.5 15.8 29.3 38.2

21+00 21+50 43.5 80.6 60.5 8.5 15.8 44.7

21+50 22+00 49.0 90.8 68.1 0.3 0.6 67.5

22+00 22+50 51.0 94.5 70.9 3.5 6.5 64.4

22+50 23+00 59.0 109.3 82.0 16.0 29.7 52.3

23+00 23+50 75.0 138.9 104.2 12.5 23.2 81.0

Total 326.0 604.0 453.2 56.6 105.1 348.1

EARTH EXCAVATION (EAST)

Location Cross Section

Average Cut Area

Earth Excavation

Excavation to be used in Embankment (25% Shrinkage)

Cross Section Average Fill Area

Embankment Earthwork Balance

From To Sq Ft Cubic Yard Cubic Yard Sq Ft Cubic Yard Cubic Yard 30+00 30+50 68.8 127.5 95.7 19.0 35.2 60.5

30+50 31+00 80.3 148.8 111.6 29.5 54.7 56.9

31+00 31+50 62.5 115.8 86.9 21.8 40.4 46.5

31+50 32+00 63.5 117.6 88.2 20.8 38.6 49.6

32+00 32+60 101.3 225.2 168.9 17.0 37.8 131.1

Total 376.4 734.9 551.3 108.1 206.7 344.6

FILTER FABRIC

West Location Area (sq ft) SQ YD

01+50.00 to 9+00 24626 2740 Middle Location

20+50 to 23+50 8735 975 East Location

30+00 to 32+60 6478 720 Total 4435 SY

STONE RIPRAP, CLASS A3

West Location Area (sq ft) SQ YD TON

5+50 to 8+85 4668 520 174 Middle Location

21+00 to 22+85 2816 315 105 East Location

30+00 to 32+60 0 0 0 Total 835 279

FILTER FABRIC

RR5 TYPICAL SECTION

RR5 RIPRAP

FILTER FABRIC

RR6 RIPRAP

STONE RIPRAP, CLASS A5

West Location Area (sq ft) SQ YD RR5 (TON)

1+50 to 9+00 19958 2220 2031 Middle Location

20+50 to 23+50 0 0 0 East Location

30+00 to 32+60 0 0 0 RR5 Toe

6+50 to 9+00 N/A N/A 40 Total 2220 2071

STONE RIPRAP, CLASS A6

West Location Area (sq ft) SQ YD RR6 (TON)

1+50 to 9+00 0 0 0 Middle Location

20+50 to 23+50 5914 660 715 East Location

30+00 to 32+60 6480 720 780 RR6 Toe

20+50 to 23+50 N/A N/A 31 30+00 to 32+60 N/A N/A 27

Total 1380 1553

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

7. EXCAVATION AND BACKFILL:

AutoCAD SHX Text

8. ENVIRONMENTAL AND EROSION:

AutoCAD SHX Text

1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDOT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, ADOPTED JANUARY 1, 2022 REFERRED TO HEREIN AS IDOT STANDARD SPECIFICATIONS. 2. ALL WORK MUST BE IN COMPLIANCE WITH THE APPROVED USACE NATIONWIDE PERMIT. ALL WORK MUST BE IN COMPLIANCE WITH THE APPROVED USACE NATIONWIDE PERMIT. 3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE CONTROL POINTS IDENTIFIED ON ALL ELEVATIONS SHOWN ARE REFERENCED TO THE CONTROL POINTS IDENTIFIED ON THIS SHEET AND SHOWN ON SUBSEQUENT SHEETS. 4. RIGHT-OF-WAYS, PROPERTY LINES, AND TOPOGRAPHY SHOWN HEREON HAVE BEEN RIGHT-OF-WAYS, PROPERTY LINES, AND TOPOGRAPHY SHOWN HEREON HAVE BEEN TAKEN FROM THE BEST AVAILABLE RECORDS AND SHALL BE VERIFIED BY THE CONTRACTOR TO HIS OWN SATISFACTION. 5. ANY PROPERTY CORNERS OR OTHER PERMANENT SURVEY CONTROL MONUMENTS ANY PROPERTY CORNERS OR OTHER PERMANENT SURVEY CONTROL MONUMENTS DISTURBED BY CONSTRUCTION SHALL BE VERIFIED AND/OR RESET AT THE CONCLUSION OF THE PROJECT CONSTRUCTION BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF ILLINOIS AND EMPLOYED BY THE CONTRACTOR. WRITTEN VERIFICATION SHALL BE PROVIDED TO THE OWNER THROUGH THE CONSTRUCTION MANAGER, THAT ALL SAID EXISTING PROPERTY CORNERS AND/OR PERMANENT SURVEY CONTROL MONUMENTS SHOWN IN THE CONSTRUCTION PLANS HAVE BEEN PROTECTED AND/OR RESET. 6. QUANTITIES PROVIDED FOR CONTRACTORS INFORMATION. CONTRACTOR IS RESPONSIBLE QUANTITIES PROVIDED FOR CONTRACTORS INFORMATION. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND QUANTITIES. BID TO INCLUDE AND TO PROVIDE ESTIMATED QUANTITIES. ANY SURPLUS MATERIAL NOT USED IN THE INSTALLATION IS TO BE STOCKPILED ONSITE AS DIRECTED BY THE OWNER.

AutoCAD SHX Text A. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL VEGETATION AFFECTING CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL VEGETATION AFFECTING CONSTRUCTION WITHIN THE CONSTRUCTION LIMITS SHOWN ON THE PLANS IN ACCORDANCE WITH IDOT STANDARD SPECIFICATION SECTIONS 201 AND 440. ALL REMOVED VEGETATION SHALL BE DISPOSED OF WITHIN 7 DAYS OF REMOVAL. B. EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH IDOT EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH IDOT STANDARD SPECIFICATION SECTIONS 204 AND 205. C. PLACE AND COMPACT FILL IN LIFTS NOT TO EXCEED 8" WHEN IN LOOSE PLACE AND COMPACT FILL IN LIFTS NOT TO EXCEED 8" WHEN IN LOOSE CONDITION. FILL SHALL BE COMPACTED IN ACCORDANCE WITH THE IDOT STANDARD SPECIFICATIONS. D. THE CONTRACTOR SHALL DISPOSE OF ALL UNSTABLE AND/OR UNSUITABLE THE CONTRACTOR SHALL DISPOSE OF ALL UNSTABLE AND/OR UNSUITABLE MATERIALS RESULTING FROM CONSTRUCTION OF THIS PROJECT. SUCH MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE OUTSIDE THE LIMITS OF OWNER PROPERTY IN SUCH A MANNER THAT PUBLIC OR PRIVATE PROPERTY WILL NOT BE DAMAGED OR ENDANGERED. E. THE CONTRACTOR SHALL GRADE AND PREPARE ALL SUBGRADES TO WITHIN 0.1 THE CONTRACTOR SHALL GRADE AND PREPARE ALL SUBGRADES TO WITHIN 0.1 FEET OF PLAN GRADE. F. TOPSOIL AND CLAY SHALL BE STOCKPILED SEPARATELY FREE DRAINING AND TOPSOIL AND CLAY SHALL BE STOCKPILED SEPARATELY FREE DRAINING AND APPROPRIATE BMPS. G. APPROXIMATE QUANTITIES: CUT=2667 CY FILL=332 CYAPPROXIMATE QUANTITIES: CUT=2667 CY FILL=332 CY

AutoCAD SHX Text A. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING EROSION OF THE SOIL THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING EROSION OF THE SOIL EXPOSED BY DISTURBANCE DUE TO HIS OPERATIONS. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL IN ACCORDANCE WITH SECTION 280 OF THE IDOT STANDARD SPECIFICATIONS AND AS NEEDED OR OUTLINED IN THE PLANS. NO ADDITIONAL COMPENSATION IS ALLOWED FOR TEMPORARY EROSION CONTROL. B. THE CONTRACTOR SHALL MULCH SLOPES 1:4 (V:H) AND STEEPER BY THE CONTRACTOR SHALL MULCH SLOPES 1:4 (V:H) AND STEEPER BY CONSTRUCTING EROSION CONTROL BLANKET IN ACCORDANCE WITH SECTION 251 OF THE IDOT STANDARD SPECIFICATIONS. THE EROSION CONTROL BLANKET SHALL BE EXCELSIOR BLANKET. C. DURING CONSTRUCTION, THE CONTRACTOR SHALL NOT CAUSE SEWAGE TO BE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOT CAUSE SEWAGE TO BE DISCHARGED ON THE GROUND, IN WATERWAYS OR INTO THE GROUND. D. ALL TEMPORARY AGGREGATE SHALL BE REMOVED AND GRADED. ALL DISTURBED ALL TEMPORARY AGGREGATE SHALL BE REMOVED AND GRADED. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED, AS NECESSARY, AT THE COMPLETION OF THE CONTRACT. E. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE SPECIFICATIONS.

AutoCAD SHX Text 26"

AutoCAD SHX Text 8"

AutoCAD SHX Text 30"

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text

EASTING

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 777619.03

AutoCAD SHX Text 2570857.54

AutoCAD SHX Text 454.31

AutoCAD SHX Text

SET HRE ROD

AutoCAD SHX Text

AutoCAD SHX Text 777492.76

AutoCAD SHX Text 2570549.35

AutoCAD SHX Text 454.26

AutoCAD SHX Text

SET HRE ROD

AutoCAD SHX Text

*NOTE: CONTROL POINTS NOT SHOWN IN PLAN

AutoCAD SHX Text

AutoCAD SHX Text 778548.71

AutoCAD SHX Text 2569104.16

AutoCAD SHX Text 454.07

AutoCAD SHX Text

SET HRE ROD

AutoCAD SHX Text 778545.54

AutoCAD SHX Text 2568674.50

AutoCAD SHX Text 455.41

AutoCAD SHX Text

SET HRE ROD

AutoCAD SHX Text 778660.54

AutoCAD SHX Text 2567975.68

AutoCAD SHX Text 454.00

AutoCAD SHX Text

SET HRE ROD

AutoCAD SHX Text 778816.96

AutoCAD SHX Text 2566825.12

AutoCAD SHX Text 453.29

AutoCAD SHX Text

SET HRE ROD

AutoCAD SHX Text

BENCHMARKS

AutoCAD SHX Text

SITE

AutoCAD SHX Text

EAST

AutoCAD SHX Text

EAST

AutoCAD SHX Text

MIDDLE

AutoCAD SHX Text

MIDDLE

AutoCAD SHX Text

WEST

AutoCAD SHX Text

WEST

AutoCAD SHX Text

26" OR 22"

AutoCAD SHX Text 30"

22"

0+00 1+00 2+00 3+00 4+00

±35' ±30'

±24'

STA: 1+50

61' RT

NORMAL

SUMMER POOL

EL 445 ±

EL 438 ±

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

PLAN SHEET

WEST LOCATION

EJA DLH JLG

SHEET 3 OF 14

C H

Rip Rap

LEGEND

IDOT GRADATION: RR5 RR3

AASHTO GRADATION: LIGHT N/A

CLASS

(520 SY)(2220 SY)

AutoCAD SHX Text

STA 0+00

AutoCAD SHX Text

STA 1+50

AutoCAD SHX Text

STA 3+00

AutoCAD SHX Text

STA 3+75

AutoCAD SHX Text

STA 4+50

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 20'

10'

5+00 6+00

7+00 8+00 9+00

10+00

START OF THICKENED TOE

STA: 6+50

END OF

THICKENED TOE

STA: 9+00

STA: 5+50

39' RT

NORMAL

SUMMER POOL

EL 445 ±

EL 438 ±

STA: 6+00

5' RT

STA: 8+50

5' RT

STA: 9+00

25' RT

±19'

START OF THICKENED TOE

STA: 6+50

END OF

THICKENED TOE

STA: 9+00

±16'

STA: 5+50

39' RT

NORMAL

SUMMER POOL

EL 445 ±

EL 438 ±

STA: 6+00

5' RT

STA: 8+50

5' RT

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

PLAN SHEET

WEST LOCATION

EJA DLH JLG

SHEET 4 OF 14

C H

Rip Rap

LEGEND

IDOT GRADATION: RR5 RR3

AASHTO GRADATION: LIGHT N/A

CLASS

(520 SY)(2220 SY)

AutoCAD SHX Text ±19'

AutoCAD SHX Text ±30'

AutoCAD SHX Text ±19'

AutoCAD SHX Text ±16'

AutoCAD SHX Text

STA 5+25

AutoCAD SHX Text

STA 6+00

AutoCAD SHX Text

STA 6+50

AutoCAD SHX Text

STA 7+00

AutoCAD SHX Text

STA 8+00

AutoCAD SHX Text

STA 9+00

AutoCAD SHX Text

STA 5+25

AutoCAD SHX Text

STA 6+00

AutoCAD SHX Text

STA 6+50

AutoCAD SHX Text

STA 7+00

AutoCAD SHX Text

STA 8+00

AutoCAD SHX Text

STA 9+00

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 20'

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

4:1 ±

IDOT RR5

START

RIPRAP

END RIPRAP

EL: 438

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 4434:1 ±

END RIPRAP

EL: 438

IDOT RR5

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

3.67:1 ±

END RIPRAP

EL: 438

IDOT RR5

START

RIPRAP

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

CROSS SECTIONS

WEST LOCATION

EJA DLH JLG

SHEET 5 OF 14

LEGEND

CUT

FILL

RIP RAP

AutoCAD SHX Text 454.58

AutoCAD SHX Text 454.67

AutoCAD SHX Text 454.58

AutoCAD SHX Text

NORMAL WINTER

POOL EL: 4433.33:1 ±

END RIPRAP

EL: 438

IDOT RR5

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

3:1 ±

IDOT RR5START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

2.5:1 ±

IDOT RR5

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

2.25:1 ±

IDOT RR5

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

IDOT RR5

2.25:1 ±

START

RIPRAP

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

CROSS SECTIONS

WEST LOCATION

EJA JJD JLG

SHEET 6 OF 14

FILL

RIP RAP

AutoCAD SHX Text 455.06

AutoCAD SHX Text 455.18

AutoCAD SHX Text 455.01

AutoCAD SHX Text 455.10

AutoCAD SHX Text 454.95

AutoCAD SHX Text

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

2.25:1 ±

IDOT RR5

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

2:1 ±

IDOT RR3

3.5:1 ±

IDOT RR5

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

IDOT RR3

END RIPRAP

EL: 438

1.5:1 ±

3.5:1 ±

IDOT RR5

START

RIPRAP

THICKENED TOE OF ROCK

RIPRAP (TYP)

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

IDOT RR3

1.5:1 ±

3.5:1 ±

IDOT RR5

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

1.25:1 ±

IDOT RR3

3.5:1 ±

IDOT RR5

START

RIPRAP

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

CROSS SECTIONS

WEST LOCATION

EJA DLH JLG

SHEET 7 OF 14

FILL

RIP RAP

AutoCAD SHX Text 454.81

AutoCAD SHX Text 454.63

AutoCAD SHX Text 454.58

AutoCAD SHX Text 454.50

AutoCAD SHX Text 454.44

AutoCAD SHX Text

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

2:1 ±

5:1 ±

IDOT RR5

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

1:1 ±

IDOT RR3

3.5:1 ±

IDOT RR5

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

IDOT RR3

1.5:1 ±

3.5:1 ±

IDOT RR5

START

RIPRAP

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

CROSS SECTIONS

WEST LOCATION

EJA DLH JLG

SHEET 8 OF 14

FILL

RIP RAP

AutoCAD SHX Text 454.59

AutoCAD SHX Text 454.47

AutoCAD SHX Text 454.59

AutoCAD SHX Text

20+00 21+00 22+00

23+00 23+48

±26'

±33'

±15'

START OF THICKENED TOE

STA: 21+00

END OF THICKENED TOE

STA: 22+50

±16'

±22'

±30'

EL 438 ±

NORMAL

SUMMER POOL

EL 445 ±

STA: 20+50

40' RT

STA: 21+25

5' RT

STA: 22+50

5' RT

STA: 22+85

33' RT

STA: 23+50

35' RT

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

PLAN SHEET

MIDDLE LOCATION

EJA DLH JLG

SHEET 9 OF 14

23+50

Rip Rap

LEGEND

IDOT GRADATION: RR6 RR3

AASHTO GRADATION: LIGHT N/A

CLASS

(315 SY)(660 SY)

AutoCAD SHX Text

STA 20+00

AutoCAD SHX Text

STA 20+30

AutoCAD SHX Text

STA 22+00

AutoCAD SHX Text

STA 23+15

AutoCAD SHX Text

STA 23+50

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 20'

NORMAL WINTER

POOL EL: 443

THICKENED TOE OF ROCK

RIPRAP (TYP)

END RIPRAP

EL: 438

5:1 ±

1.5:1 ±

IDOT RR6

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

5:1 ±

1.5:1 ±

IDOT RR6

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

IDOT RR3

3.5:1 ±

1.5:1 ±

IDOT RR6

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

IDOT RR3

3.5:1 ±

1.5:1 ±

IDOT RR6

START

RIPRAP

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

CROSS SECTIONS

MIDDLE LOCATION

EJA DLH JLG

SHEET 10 OF 14

FILL

RIP RAP

AutoCAD SHX Text 453.85

AutoCAD SHX Text 454.14

AutoCAD SHX Text 454.27

AutoCAD SHX Text 454.06

AutoCAD SHX Text

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

6:1 ±

2:1 ±

IDOT RR6

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

2.5:1 ±

IDOT RR6

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

IDOT RR3

5:1 ±

1.5:1 ±

IDOT RR6

START

RIPRAP

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

CROSS SECTIONS

MIDDLE LOCATION

EJA DLH JLG

SHEET 11 OF 14

FILL

RIP RAP

AutoCAD SHX Text 454.17

AutoCAD SHX Text 454.31

AutoCAD SHX Text 454.18

AutoCAD SHX Text

23+50

30+00

31+00 32+00 32+60

26' ±

65' ±

25' ±

20' ±

28' ±

18' ±

EL 438 ±

NORMAL

SUMMER POOL

EL 445 ±

STA: 30+00

70' RT

STA: 32+50

30' RT

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

PLAN SHEET

EAST LOCATION

EJA JJD JLG

SHEET 12 OF 14

Rip Rap

IDOT GRADATION: RR6 RR3

AASHTO GRADATION: LIGHT N/A

CLASS

(0 SY)(720 SY)

32+50

AutoCAD SHX Text

STA 30+00

AutoCAD SHX Text

STA 30+75

AutoCAD SHX Text

STA 31+50

AutoCAD SHX Text

STA 32+60

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 20'

NORMAL WINTER

POOL EL: 443

IDOT RR6

END RIPRAP

EL: 438

THICKENED TOE OF ROCK

RIPRAP (TYP)

2:1 ±

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

6:1 ±

2:1 ±

IDOT RR6

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

5:1 ±

1.5:1 ±

IDOT RR6

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

5:1 ±

1.5:1 ±

IDOT RR6

START

RIPRAP

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

CROSS SECTIONS

EAST LOCATION

EJA DLH JLG

SHEET 13 OF 14

FILL

RIP RAP

AutoCAD SHX Text 454.39

AutoCAD SHX Text 454.27

AutoCAD SHX Text 454.58

AutoCAD SHX Text 454.56

AutoCAD SHX Text

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

5:1 ±

2:1 ±

IDOT RR6

START

RIPRAP

NORMAL SUMMER

POOL EL: 445

NORMAL WINTER

POOL EL: 443

END RIPRAP

EL: 438

5:1 ±

2.5:1 ±

IDOT RR6

START

RIPRAP

CHECK:DRAWN:DESIGN:

2025 HURST-ROSCHE, INC.

PROJECT NO:

C O

U N

, I

T O

O N

, T

4N , R

1W , 3

R D

P .M

N S

R K

DATEMK. DESCRIPTION

132-1343

DATE: 03-14-2025

EAST ST. LOUIS, IL

MARION, IL

SPRINGFIELD, IL

ARNOLD, MO

NASHVILLE, TN

1400 E. TREMONT STREET

HILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.

PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

CROSS SECTIONS

EAST LOCATION

EJA DLH JLG

SHEET 14 OF 14

FILL

RIP RAP

AutoCAD SHX Text 454.53

AutoCAD SHX Text 454.52

AutoCAD SHX Text

File details come from the government source that posted it. Updated May 28, 2026.