PROJECT LOCATION

PROJECT SITE

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 TITLE SHEET 3/31/2025

C-02 QUANTITIES & GENERAL NOTES 3/31/2025

C-03 ROAD CLOSURE PLAN 3/31/2025

C-04 DEWATERING PLAN 3/31/2025

C-05 GENERAL PLAN OF SITE 3/31/2025

C-06 RIVER PROFILE 3/31/2025

C-07 RIVER CROSS SECTIONS 3/31/2025

FROM THE IL-53 S / W HOFF ROAD INTERSECTION SOUTHWEST OF

ELWOOD, ILLINOIS, HEAD EAST ON W HOFF ROAD FOR 1.0 MILE,

THEN TURN RIGHT ONTO S COLDWATER ROAD. CONTINUE ON S

COLDWATER ROAD FOR 0.8 MILES TO NORTHWEST BOUNDARY

ROAD. TURN RIGHT ON NORTHWEST BOUNDARY ROAD AND

CONTINUE FOR 1.1 MILES TO THE CULVERT LOCATION.

3/1 8/2

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G;

EASTERN REGION

MIDEWIN NATIONAL TALLGRASS PRAIRIE

WILL COUNTY

ILLINOIS

NORTHWEST BOUNDARY ROAD OVER GRANT CREEK

AOP CULVERT REMOVAL

(LAT 41.381711, LONG -88.117392)

PROJECT DESCRIPTION:

PERMANENT REMOVAL OF THE EXISTING CULVERT CROSSING

AND RESTORATION OF STREAM AND BANKS.

S COLDWATER ROAD

IL-53 S

HENSLOW TRAIL

NORTHWEST

BOUNDARY ROAD

ELWOOD

WILMINGTON

RECOMMENDED BY:

APPROVED:

PRAIRIE ENGINEER DATE

PRAIRIE SUPERVISOR DATE

GRANT CREEK

PROJECT

LOCATION

5/23/2025

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 /25

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EASTERN REGION

NORTHWEST

BOUNDARY ROAD OVER

GRANT CREEK AOP

CULVERT REMOVAL

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

QUANTITIES &

GENERAL NOTES

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-02

7 2

MOBILIZATION15101 LPSM 1

ITEM NO. DESCRIPTION UNITS QUANTITY

CONSTRUCTION SURVEY AND STAKING, METHOD I, TOLERANCE CLASS B15201 LPSM

SEEDING AND PLANTING62503 LPSM

CONCRETE BARRIER61801 LNFT

CLEARING AND GRUBBING, DISPOSAL METHOD F20102 LPSM 1

PLACING CONSERVED TOPSOIL, 3-INCH62403 SQYD 554

62901 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D SQYD 554

SUMMARY OF PROJECT QUANTITIES

GENERAL NOTES:

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14.

THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH:

AASHTO GUIDELINES FOR GEOMETRIC DESIGN OF LOW-VOLUME ROADS, 2ND EDITION, 2019

THE EXISTING ROADWAY SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROPOSED WORK IS AS SHOWN ON THESE PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE.

THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF EXISTING CMP CULVERTS, STREAM RESTORATION, SLOPE RESTORATION, EROSION CONTROL AND ROAD CLOSURE.

UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. CONSTRUCTION STAKING SHALL BE IN ACCORDANCE WITH FSSS

SECTION 152 AND FP-14 REQUIREMENTS.

THE CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND ANY UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT.

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, THE CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "JULIE" ALERT SYSTEM.

WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED WATER LEVELS DURING CONSTRUCTION.

NO MATERIAL SHALL BE ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED INTO THE WATER COURSE EXCEPT AS SHOWN ON THESE PLANS.

ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT. CONTRACTOR SHALL MAKE EQUIPMENT AVAILABLE FOR INSPECTION PRIOR TO

MOBILIZATION ONTO FS LANDS.

HAUL ROADS USED BY THE CONTRACTOR SHALL BE MAINTAINED AS NEEDED AND AS DIRECTED BY THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE.

THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE IF HERITAGE RESOURCES OR HUMAN REMAINS ARE

ENCOUNTERED.

NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE.

ALL CUTTING OF TREES 12" DIAMETER OR LARGER SHALL OCCUR BETWEEN OCTOBER 1ST AND MARCH 31ST.

ALL EXCAVATED MATERIAL IS TO BE CONSERVED AND STOCKPILED FOR USE. CONSERVED SOIL TO BE STORED AT THE FOLLOWING LOCATION: 41.382492, -88.096504

RIPRAP, CLASS II, MACHINE PLACED25101 CUYD

REMOVAL OF PIPE CULVERT20304 LNFT 170

ABBREVIATIONS (PLAN):

LPSM - LUMP SUM

LNFT - LINEAR FEET

CUYD - CUBIC YARD

SQYD - SQUARE YARD

EA - EACH

LBS - POUNDS

EX - EXISTING

PROP - PROPOSED

NTS - NOT TO SCALE

TYP - TYPICAL

CL - CENTER LINE

BM - BENCHMARK

P.O.B. - POINT OF BEGINNING

P.O.E. - POINT OF ENDING

REF PT - REFERENCE POINT

OHWM - ORDINARY HIGH WATER MARK

OBS WSE - OBSERVED WATER SURFACE ELEVATION

Q100 WSE - 100 YEAR FLOOD WATER SURFACE ELEVATION

U.N.O. - UNLESS NOTED OTHERWISE

MULCHING, DRY METHOD62505 LPSM 1

SIGNS, TYPE III SHEETING

63305

SQFT 20

POST, STEEL, 3 LB

63301

LNFT 44

PLACED FISH REST STOP ROCK, FRS CLASS CR-3, METHOD 164802 EACH 6

STRUCTURE EXCAVATION20801 CUYD 1168

REMOVAL OF PIPE CULVERT20304 100

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF OPTIONAL ITEMS - BID ALTERNATE 1

LNFT

BID INSTRUCTIONS - BID ALTERNATE 1:

ALTERNATE 1 - ADDITIONAL REMOVAL OF CORRUGATED METAL PIPES OF UP TO 100 FOOT LENGTH AS DIRECTED BY THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE. THIS ALTERNATE ITEM WILL INCLUDE EXCAVATION, PIPE REMOVAL, AND

BACKFILL OF PIPE CULVERTS.

DEWATERING20805 LPSM 1

PLACED STREAMBED SIMULATED ROCK, BED CLASS 6, METHOD 164805 CUYD 68

ROAD CLOSURE PLAN

ROAD CLOSURE PLAN KEY

SIGN

R11-2b

ALL SIGNS SHALL BE MOUNTED ON DRIVEN

POSTS AT A 7 FOOT BOTTOM HEIGHT.

PROJECT

LOCATION

IL-53 S

HENSLOW TRAIL

NORTHWEST

BOUNDARY ROAD

ELWOOD

WILMINGTON

EXISTING GATE

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/1 8/2

5 1 5:

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EASTERN REGION

NORTHWEST

BOUNDARY ROAD OVER

GRANT CREEK AOP

CULVERT REMOVAL

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

ROAD CLOSURE

PLAN

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-03

7 3

PERMANENT ROAD

CLOSURE SIGN

(TYP.)

R11-2

(PERMANENT SIGN)

S COLDWATER ROAD

GRANT CREEK

GRANT CREEK

BM-6BM-7

BM-8

BM-9

610 615

610 610 615

BP

: 8

+0 0.

PC

: 1

0+

.4

PT: 1

2+00.00

EP: 1

2+00.00

8+00 9+00 10+00 11+00

12+00

N23° 46' 28"E 263.45'

N75° 58' 11"E 0.00'

PC STA = 10+63.45

N = 1717427.9823 E = 1043540.4987

PI STA = 11+36.87

N = 1717495.1735 E = 1043570.0978

PT STA = 12+00.00

N = 1717512.9733 E = 1043641.3293

= 52.20 R = 149.89' T = 73.42' L = 136.55'

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/3 1/2

5 1 1:

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G

EASTERN REGION

NORTHWEST

BOUNDARY ROAD OVER

GRANT CREEK AOP

CULVERT REMOVAL

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

DEWATERING

PLAN

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-04

7 4

P.O.E.

STA. 10+50

P.O.B.

STA. 8+75

STA. 9+58 STA. 10+38

NORTHWEST

BOUNDARY ROAD

CONSTRUCTION

EXISTING EDGE GRAVEL

EXISTING EDGE OF WATER

NORTHW

EST

BOUNDARY ROAD

G R

AN

T

C R

EE

K

G

RANT CREEK

EXISTING EDGE OF WATER

EXISTING 24"Øx39' CMP

REMOVE PIPE

EXISTING 24"Øx21' CMP

EXISTING

24"Øx33' CMP

DEWATERING PLAN

WATER PUMP AND

ASSOCIATED HOSES

DEWATERING PLAN SHOWN IS A SCHEMATIC; THE CONTRACTOR MUST SUBMIT A

DEWATERING PLAN TO THE FOREST SERVICE PRIOR TO STARTING ANY IN

STREAM ACTIVITIES AND IS INCIDENTAL TO "DEWATERING".

STREAM DIVERSION SHALL BE IN COMPLIANCE WITH PERMIT REQUIREMENTS.

ALL ITEMS INCLUDED IN PAY ITEM "DEWATERING".

DEWATERING NOTES:

COFFERDAM (TYP)

EXISTING TWIN 78"x42"x62' CMP ARCHES

TO BE REMOVED

EXISTING 30"Ø CMP

(INLET UNKNOWN)

CUT AND REMOVE PIPE

Feet 0 20 40

BM-6BM-7

BM-8

BM-9

610 615

610 610 615

BP

: 8

+0 0.

PC

: 1

0+

.4

PT: 1

2+00.00

EP: 1

2+00.00

8+00 9+00 10+00 11+00

12+00

N23° 46' 28"E 263.45'

N75° 58' 11"E 0.00'

PC STA = 10+63.45

N = 1717427.9823 E = 1043540.4987

PI STA = 11+36.87

N = 1717495.1735 E = 1043570.0978

PT STA = 12+00.00

N = 1717512.9733 E = 1043641.3293

= 52.20 R = 149.89' T = 73.42' L = 136.55'

8.

8.

9+50

3.

8.

8.

7.

10+00

3.

7.

7.

7.

10+50

0.11%

-2.73%

-33.33%

0.00% -33.33% 33.32%

0.00%

33.33%

-2.00% 2.00%

EXISTING EDGE OF WATER

GENERAL SECTION @ C

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/3 /25

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LE

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EASTERN REGION

NORTHWEST

BOUNDARY ROAD OVER

GRANT CREEK AOP

CULVERT REMOVAL

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

GENERAL

PLAN OF SITE

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-05

7 5

GENERAL NOTES:

1. INSTALL THE SPECIFIED QUANTITY OF ROLLED EROSION

CONTROL PRODUCT (EMAT) AND THEN ANY ADDITIONAL AREAS

THAT ARE DISTURBED BY THE CONTRACTOR SHALL BE SEEDED

AND MULCHED UNDER THE LUMP SUM PAY ITEMS.

2. COORDINATE SYSTEM REFERS TO NAD83 ILLINOIS STATE

PLANES, EAST ZONE, US FOOT. DATUM REFERS TO NAVD88.

3. SURVEY WAS COMPLETED BY UPEA FOR THIS PROJECT ON

10-4-2024.

DESCRIPTION

HORIZONTAL AND VERTICAL CONTROL

LOCATION

STA / OFFSET NORTHING EASTING ELEVATIONPOINT

LEGEND

BENCHMARK

TREE LINE

EDGE OF GRAVEL

RIGHT OF WAY (R.O.W.)

PROPOSED EXISTING

RIPRAP

BM-6 9+69.91, 7.5' RT 1043509.62181717339.3723 618.62 REBAR W/ CAP

GENERAL PLAN OF SITE

PROPOSED SLOPE STAKE LINE

(TYP)

P.O.E.

STA. 10+50

P.O.B.

STA. 8+75

STA. 9+58 STA. 10+38

NORTHWEST

BOUNDARY ROAD

CONSTRUCTION

SEEDING/MULCH

SIGN

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

PROPERTY OWNER:

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

NORTHW

EST

BOUNDARY ROAD

G R

AN

T

C R

EE

K

G R

AN

T

C R

EE

K

PROPERTY OWNER:

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

PROPERTY OWNER:

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

EXISTING 24"Øx39' CMP

REMOVE PIPE

EXISTING TWIN 78"x42"x62' CMP ARCHES

TO BE REMOVED

EXISTING CONCRETE HEADWALL AND

WINGWALLS TO BE REMOVED AT EACH END

EXISTING 30"Ø CMP

(INLET UNKNOWN)

CUT AND REMOVE PIPE

Feet

0 20 40BM-7 8+97.91, 6.6' RT 1043479.76721717273.8463 621.23 REBAR W/ CAP

BM-8 10+52.08, 7.4' LT 1043529.18541717420.5362 617.46 REBAR W/ CAP

BM-9 11+23.75, 7.0' LT 1043570.34901717481.9329 618.39 REBAR W/ CAP

PROPOSED ROAD PROFILE AT CL

EXISTING ROAD PROFILE AT CL

Q100 WSE = 612.64'

OBS WSE = 609.62'

10-4-2024

STREAM BED

PER RIVER PROFILE

80.0'

CHANNELSTA. 9+58

EL. 618.76 STA. 10+38

EL. 617.44

EXISTING CULVERTS (TO BE REMOVED) CL STA 10+00.00:

TWIN 78"x42"x62 FOOT CORRUGATED METAL PIPE

ARCHES WITH CONCRETE HEADWALL AND WINGWALLS.

LIMITS OF STRUCTURE EXCAVATION

P.O.E.

STA. 10+50

RIPRAP, CLASS II, MACHINE PLACED

PLACED STREAMBED SIMULATED

ROCK, BED CLASS 6, METHOD 1

6 6

CONCRETE BARRIER

(2 EACH SIDE)

ROAD CLOSED

SIGN (R11-2)

ROAD CLOSED

SIGN (R11-2)

SOIL EROSION CONTROL REQUIREMENTS

6 SEEDING WITH MULCH

AND/ OR MATTING

FACILITATES ESTABLISHMENT OF VEGETATIVE COVER.

EFFECTIVE FOR DRAINAGEWAYS WITH LOW VELOCITY. EASILY

PLACED IN SMALL QUANTITIES BY INEXPERIENCED PERSONNEL.

SHOULD INCLUDE PREPARED TOPSOIL BED. EROSION MAT

MUST BE ENS2 TYPE (OR EQUIV) WITH BIODEGRADABLE

NETTING. NO PHOTODEGRADABLE NETTING IS ALLOWED.

KEY DETAIL CHARACTERISTICS

13 RIPRAP USED WHERE VEGETATION IS NOT EASILY ESTABLISHED.

EFFECTIVE FOR HIGH VELOCITIES OR HIGH CONCENTRATIONS.

PERMITS RUNOFF TO INFILTRATE SOIL. DISSIPATES ENERGY

FLOW AT SYSTEM OUTLETS.

L

15.0'

CHANNEL BOTTOM

8.0'

STREAMBED

AT TOE

8'-8"

RIPRAP, CLASS

II, MACHINE

PLACED

SCALE: NTS

610.00

1'-10"

RIPRAP DETAIL

1'-9"

3'-0" 3'-0"

PLACED FISH REST STOP ROCK, FRS CLASS

CR-3, METHOD 1 (STAGGERED @ 25')

Feet 0 4 8

SEEDING AND PLANTING

(TYP EACH BANK)

(SEED AND PLANT WILLOWS PER SPEC)

LIMITS OF STRUCTURE EXCAVATION

3.0'

BENCH

3.0'

BENCH

EXISTING EDGE GRAVEL

EXISTING EDGE OF WATER

EXISTING 24"Øx21' CMP

EXISTING

24"Øx33' CMP

EXISTING GRADE

APPROX. OHWM = 611.13'

EXISTING CULVERTS TO BE REMOVED

6.

20+00

6.

7.

20+50

7.

7.

21+00

7.

7.

7.

21+50

8.

6.

8.

7.

22+00

8.

9.

9.

9.

22+50

9.

8.

23+00

8.

9.

23+50

9.

24+0024+00

1.35%

BM-6

BM-8

BP

: 1

9+

.9

EP

: 2

3+

.2

PI

: 1

9+

.9

PI

: 2

0+

.4

PI

: 2

0+

.9

PI: 20+50.49

PI

: 2

0+

.5

PI

: 2

0+

.8

PI

: 2

0+

.3

PI: 21+03.50

PI

: 2

1+

.27

PI

: 2

1+

.0

PI

: 2

1+

.2

PI

: 2

2+

.98

PI

: 2

2+

.3

PI: 2

3+

.55 PI

: 2 3+

.8

PI

: 2

2+

.5

PC: 10+63.45

+0

N2 3°

6'

8"

E

3.

19+35

20+00

21+00

22+00

23+00

23+99

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 /25

:4

7 J

AL

LE

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-0

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SD

A

FS

R

9 T

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-U

SF

S

BR

ID

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ID

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C

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A

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C

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W G

EASTERN REGION

NORTHWEST

BOUNDARY ROAD OVER

GRANT CREEK AOP

CULVERT REMOVAL

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

RIVER

PROFILE

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-06

7 6

RIVER PROFILE

PROPOSED RIVERBED PROFILE AT CL

EXISTING RIVERBED PROFILE AT CL

Q100 WSE = 612.64'

OBS WSE = 609.62'

10-4-2024

STREAM BED

PER RIVER PROFILE

607.10

LIMITS OF STRUCTURE EXCAVATION

Feet (HORIZONTAL) 0 20 40

Feet (VERTICAL) 0 2 4

PLACED STREAMBED SIMULATED

ROCK, BED CLASS 6, METHOD 1

STA. 22+65, ELEV = 609.27

(ROADWAY STA 9+93, 64' RT)

STA. 21+30, ELEV = 607.45

(ROADWAY STA 10+00, 69'LT)

BED CLASS 100% PASSING

6 14

STREAMBED SIMULATION MATERIAL GRADATION

84% PASSING

50% PASSING

2 1/2

30% PASSING

3/4

10% PASSING

NO. 10

GRADATION REQUIREMENTS FOR STREAMBED SIMULATION MATERIAL (INCHES OR SIEVE SIZE)

EXISTING GRANT CREEK CENTERLINE

(LOW POINT)

STA. 9+58

STA. 10+38

CONSTRUCTION

EXISTING EDGE GRAVEL

GRANT CREEK

EXISTING EDGE OF WATER

STA. 10+38, 49' RT

STA. 10+13, 68' RT

STA. 9+80, 62' RT

STA. 9+64, 39' RT

STA. 9+60, 22' LT

STA. 9+62, 43' LT

STA. 9+68, 59' LT

STA. 9+77, 67' LT

STA. 9+87, 69' LT

STA. 10+32, 50' LT

STA. 10+23, 59' LT

STA. 10+37, 10' LT

15.00'

STA. 10+05, 67' RT

PLACED FISH REST STOP ROCK,

FRS CLASS CR-3, METHOD 1

Feet 0 20 40

STA. 22+32, ELEV = 608.82

(ROADWAY STA 10+00, 32' RT)

STA. 10+21, 69' LT

CR-3 16-20 - - - -

STREAMBED PLACED FISH REST STOP ROCK,

FRS CLASS CR-3, METHOD 1

6"

STREAMBED ROCK

21+80.00

0 10 20 30 40 50 600-10-20-30-40-50-60

21+60.00

0 10 20 30 40 50 600-10-20-30-40-50-60

22+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60

22+20.00

0 10 20 30 40 50 600-10-20-30-40-50-60

22+40.00

0 10 20 30 40 50 600-10-20-30-40-50-60

3:1

3:1 3:1

3:1 Off: -15.66 Elev: 609.51

Off: -12.66 Elev: 609.51

Off: -7.50 Elev: 607.79

Off: 7.50 Elev: 607.79

Off: 12.66 Elev: 609.51

Off: 15.66 Elev: 609.51

3:1

3:1 3:1

3:1

3:1

3:1 3:1

3:1

3:1

3:1 3:1

3:1

4:1

3:1 3:1

3:1

Off: -15.66 Elev: 609.76

Off: -12.66 Elev: 609.76

Off: -7.50 Elev: 608.04

Off: 7.50 Elev: 608.04

Off: 12.66 Elev: 609.76

Off: 15.66 Elev: 609.76

Off: -15.66 Elev: 610.00

Off: -12.66 Elev: 610.00

Off: -7.50 Elev: 608.28

Off: 7.50 Elev: 608.28

Off: 12.66 Elev: 610.00

Off: 15.66 Elev: 610.00

Off: -15.66 Elev: 610.25

Off: -12.66 Elev: 610.26

Off: -7.50 Elev: 608.54

Off: 7.50 Elev: 608.55

Off: 12.66 Elev: 610.28

Off: 15.66 Elev: 610.28

Off: -13.63 Elev: 610.53

Off: -5.47 Elev: 608.80

Off: 5.73 Elev: 608.79

Off: 13.89 Elev: 610.56

Off: -33.95 Elev: 615.69

Off: 38.46 Elev: 617.26

Off: -34.78 Elev: 616.17

Off: 40.54 Elev: 618.12

Off: -38.00 Elev: 617.44

Off: 42.00 Elev: 618.78

Off: -36.52 Elev: 617.16

Off: 38.99 Elev: 617.94

Off: 0.00 Elev: 607.65

Off: 0.00 Elev: 607.89

Off: 0.00 Elev: 608.15

Off: 0.00 Elev: 608.40

Off: -10.63 Elev: 610.54

Off: 0.00 Elev: 608.68

Off: 10.89 Elev: 610.56

Off: -40.59 Elev: 617.92

Off: 37.02 Elev: 617.69

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/1 8/2

5 1 5:

JA

LL

EN

Z:

\U

-0

U

SD

A

FS

R 9 T

ST

-U

SF

S

BR

ID

GE

ID

IQ

F

Y2 4 D

ES

. 1

6-

BR

ID

GE

S\

DW

GS

\T

AS

K

9 -

G

RA

NT

C

RE

EK

A

OP

\10 9 -

G

RA

NT

C

RE

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.D W

G

EASTERN REGION

NORTHWEST

BOUNDARY ROAD OVER

GRANT CREEK AOP

CULVERT REMOVAL

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

RIVER CROSS

SECTIONS

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-07

7 710 FT

10 FT

620(TRANSITION TO EXISTING)