C04_1-12445526Q0087-Att2-PlansColdwater.pdf

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, DESIGN DATA, & GENERAL NOTES 3/31/2025

C-03 TEMPORARY TRAFFIC CONTROL PLAN 3/31/2025

C-04 DEWATERING PLAN 3/31/2025

C-05 TYPICAL SECTIONS 3/31/2025

C-06 PLAN OF SITE 3/31/2025

C-07 PROFILE OF SITE 3/31/2025

C-08 CREEK PLAN & PROFILE 3/31/2025

C-09 CULVERT PLAN 3/31/2025

C-10 CULVERT DETAILS 3/31/2025

C-11 CULVERT DETAILS 3/31/2025

C-12 SOIL BORINGS 3/31/2025

C-13 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 THE CULVERT LOCATION.

3/1 8/2

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EASTERN REGION

MIDEWIN NATIONAL TALLGRASS PRAIRIE

WILL COUNTY

ILLINOIS

COLDWATER ROAD OVER GRANT CREEK

AOP CULVERT REPLACEMENT

STRUCTURE NUMBER: N/A (LAT 41.382317, LONG -88.096408)

PROPOSED STRUCTURE DESCRIPTION:

12 FOOT SPAN BY 5 FOOT RISE PRECAST CONCRETE BOX CULVERT

WITH A 20 FOOT BARREL LENGTH ON A GRAVEL PAD FOUNDATION.

DESIGN SPEED: 45 MPH

AADT: <200

PROJECT

LOCATION

S COLDWATER ROAD

IL-53 S

HENSLOW TRAIL

NORTHWEST

BOUNDARY ROAD

ELWOOD

WILMINGTON

RECOMMENDED BY:

PRAIRIE ENGINEER DATE

APPROVED:

PRAIRIE SUPERVISOR DATE

GRANT CREEK

5/23/2025

DRAWING TITLE

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

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

QUANTITIES,

DESIGN DATA, &

GENERAL NOTES

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-02

13 2

MOBILIZATION15101 LPSM 1

ITEM NO. DESCRIPTION UNITS QUANTITY

CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE CLASS C15201 LPSM

STRAW WATTLES15702 LNFT

REMOVAL OF CULVERT, DISPOSAL METHOD A20304 LNFT

AGGREGATE SURFACE COURSE, GRADING G, COMPACTION METHOD B30111 CUYD

SEEDING, DRY METHOD62503 LPSM

TEMPORARY TRAFFIC CONTROL63501 LPSM

ROADWAY EXCAVATION, COMPACTION METHOD B20401 CUYD 39

CLEARING AND GRUBBING, DISPOSAL METHOD A20101 LPSM 1

STRUCTURE EXCAVATION20801 CUYD 376

STRUCTURAL BACKFILL20803 CUYD 280

OBJECT MARKERS, TYPE 363307 EACH 4

PLACING CONSERVED TOPSOIL, 3-INCH62403 SQYD 215

POST, STEEL, 3 LB63305 LNFT 44

62901 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D WITH NATURAL NETTING SQYD 215

PRECAST CONCRETE BOX CULVERT, 12-FOOT SPAN BY 5-FOOT RISE60220 LNFT 20

RIPRAP, CLASS II, MACHINE PLACED25101 CUYD 18

SUMMARY OF PROJECT QUANTITIES

HYDRAULIC DATA:

100 YEAR FREQUENCY

DRAINAGE AREA..............................................................................................................................................0.361 SQ MI

Q100........................................................................................................................................................................163 CFS

VELOCITY THRU STRUCTURE............................................................................................................................4.29 FPS

CULVERT OPEN AREA THRU STRUCTURE......................................................................................................47 SQ FT

FLOW AREA THRU STRUCTURE....................................................................................................................37.92 SQ FT

HIGH WATER ELEVATION...................................................................................................................................650.17 FT

SCOUR CRITICAL CODE

DESIGN DATA:

LOAD RATING (RATING FACTORS):

HL-93

INVENTORY RATING (STRENGTH 1, BOTTOM SLAB, FLEXURE)...........................................................................1.74

OPERATING RATING (STRENGTH 1, BOTTOM SLAB, FLEXURE)...........................................................................2.26

LEGAL (IL-PS3-3)

OPERATING RATING (STRENGTH 1, BOTTOM SLAB FLEXURE)...........................................................................1.95

CONSTRUCTION NOTES:

THE CONTRACTOR SHALL SUBMIT A RIPRAP GRADATION TEST RESULT ACCORDING TO ASTM D5519 PRIOR TO

PLACING ROCK.

SPECIFICATIONS:

SHOP DRAWINGS SHALL BE SUBMITTED FOR THE BOX CULVERT, WINGWALLS, AND HEADWALLS.

ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy=60,000 P.S.I.). ALL WELDED WIRE REINFORCEMENT (W.W.R.)

SHALL BE IN ACCORDANCE WITH ASTM A1064 (Fy=70,000 P.S.I.). GALVANIZED INSERTS SHALL BE GALVANIZED PER ASTM B633-SC4. BOLTS, RODS, WASHERS, NUTS SHALL BE HOT DIP GALVANIZED OR ELECTRO GALVANIZED PER ASTM B633-SC1.

ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED THAT ARE NOT REPRESENTED ON THE PLANS OR IN THE SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER FOR THE INSPECTION AND/OR AN ALTERNATE

FOUNDATION/FOOTING DESIGN.

PRECAST CONCRETE BOX CULVERT DESIGN STRENGTH SHALL BE Fc=5,000 P.S.I. MINIMUM. PRECAST CONCRETE WINGWALL DESIGN STRENGTH SHALL BE F'c=4,000 P.S.I. MINIMUM. CONCRETE STRENGTH SHALL BE GREATER THAN 2,500 P.S.I. PRIOR TO REMOVAL FROM FORMS AND TRANSPORT.

PRECAST CONCRETE BOX CULVERT MANUFACTURING REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE CURRENT ASTM C1577, AASHTO LRFD

BRIDGE DESIGN SPECIFICATIONS, AND FP-14 SECTION 552.

IT IS THE FABRICATOR'S RESPONSIBILITY TO MAKE SURE THAT THE REINFORCING STEEL ASSEMBLY (REINFORCEMENT CAGE PATTERN) SHALL NOT EXCEED 3 LAYERS OF WELDED WIRE REINFORCEMENT. MULTIPLE LAYERS SHALL NOT BE SEPARATED BY MORE THAN THE THICKNESS OF ONE

LONGITUDINAL WIRE PLUS 1/4 INCH.

THE ENDS OF THE LONGITUDINAL DISTRIBUTION REINFORCEMENT SHALL NOT BE MORE THAN 2 INCHES FROM THE ENDS OF THE BOX SECTION.

CONSTRUCTION TRAFFIC OVER THE BOX CULVERT SECTION DURING CONSTRUCTION SHALL BE LIMITED TO A MAXIMUM SINGLE AXLE WHEEL LOAD OF 16,000 LBS OR TWO (TANDEM) WHEEL LOADS OF 13,000 LBS SPACED AT 4 FEET APART. THE MINIMUM EARTH COVER SHALL BE IN PLACE PRIOR TO THE DEPLOYMENT OF HEAVY EARTH MOVING EQUIPMENT LARGER THAN A D-4 DOZER WEIGHING IN EXCESS OF 12 TONS AND HAVING A TRACK PRESSURE OF 80 PSI OR GREATER CROSSING THE STRUCTURE. AT NO TIME SHALL EARTH MOVING EQUIPMENT EXCEEDING THE DESIGNED BOX

CULVERT DESIGN LOADING OPERATE OVER THE BOX CULVERT STRUCTURE.

THE PRECAST BOX CULVERT SECTIONS SHALL BE MANUFACTURED USING THE WET CAST METHOD.

THE CLEAR DISTANCE OF THE END CIRCUMFERENTIAL WIRES SHALL BE NOT LESS THAN 1/2 INCH OR MORE THAN 2 INCHES FROM THE ENDS OF THE

BOX SECTION.

FILL AND SEAL LIFTING HOLES IN SECTIONS AFTER PLACEMENT OF SECTIONS.

ALL EXPOSED CORNERS ON HEADWALLS AND WINGWALLS SHOWN SQUARE ON PLANS SHALL BE BEVELED WITH 1/2" TRIANGULAR MOLDINGS EXCEPT

AS OTHERWISE NOTED.

ABBREVIATIONS (PLAN):

LPSM - LUMP SUM

LNFT - LINEAR FEET

CUYD - CUBIC YARD

SQYD - SQUARE YARD

EA - EACH

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

OBS WSE - OBSERVED WATER SURFACE ELEVATION

Q100 WSE - 100 YEAR FLOOD WATER SURFACE ELEVATION

GALV - GALVANIZED

U.N.O. - UNLESS NOTED OTHERWISE

GEOTEXTILE, TYPE III, CLASS I 25116 SQYD 211

DEWATERING20805 LPSM 1

FOUNDATION GRAVEL PAD, 1" MINUSSPV CUYD 59

UNDERDRAIN SYSTEM, 6-INCH60501 LNFT 60

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 LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020

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

FSH 7709.56b TRANSPORTATION STRUCTURES HANDBOOK (USDA FOREST SERVICE)

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 CULVERT, INSTALLATION OF NEW CULVERT STRUCTURE AND SHOWN HERIN AND PER THE MANUFACTURER'S DRAWINGS AND SPECIFICATIONS, CONSTRUCTION OF APPROACHES TO THE LIMITS SHOWN, AND SLOPE RESTORATION.

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 MAY USE SILT FENCE OR BIODEGRADABLE FIBER ROLLS FOR SOIL EROSION AND SEDIMENTATION CONTROL. SILT FENCE MUST BE REMOVED ONCE VEGETATION IS ESTABLISHED. BIODEGRADABLE FIBER ROLLS MAY BE LEFT IN PLACE. THIS WORK SHALL BE INCLUDED IN PAY ITEM 15702.

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.

THE CREEK CAN RUN DRY FOR PARTS OF THE YEAR, HOWEVER, 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

MULCHING, HYDRAULIC OR DRY METHOD62509 LPSM 1

TRAFFIC CONTROL PLAN - ROAD CLOSURE

TRAFFIC CONTROL PLAN KEY

SIGN

TYPE III BARRICADE

W20-3

R11-2

ALL SIGNS, EXCEPT THOSE MOUNTED ON TYPE III

BARRICADES SHALL BE MOUNTED ON DRIVEN POSTS

AT A 7 FOOT BOTTOM HEIGHT.

DETOUR NOTES:

DETOUR ROUTE IS NOT AVAILABLE TO THIS SITE.

W20-3

IL-53 S

HENSLOW TRAIL

NORTHWEST

BOUNDARY ROAD

ELWOOD

WILMINGTON

EXISTING GATE

S COLDWATER ROAD

(2) TYPE III BARRICADES, LIGHTED

AT EACH END OF WORK ZONE

(2) TYPE III BARRICADES, LIGHTED

AT EACH END OF WORK ZONE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

TEMPORARY TRAFFIC

CONTROL PLAN

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-03

13 3

SCHWEITZER ROAD

SOUTHTOWNLINE ROAD

HEDGEAPPLE

INTERIM TRAIL

HOFF ROAD

TRAILHEAD

PRAIRIE CREEK

PROJECT

LOCATION

GRANT CREEK

BM-1

BM-3

BM-4

BM-5

MONITOR WELL

9+00 10+00 11+00

DRAWING TITLE

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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EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

DEWATERING PLAN

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-04

13 4

PROPOSED

CULVERT

STA. 10+00

CONSTRUCTION CENTERLINE

P.O.E.

REF PT "D"

EXISTING CULVERT

(TO BE REMOVED)

EXISTING TREE LINE

EXISTING TREE LINE

REF PT "A" REF PT "B"

SURVEY CENTERLINE

GRANT CREEK

P.O.B.

REF PT "C" COLDWATER ROAD

N O

R

TH

W

ES

T

BO

U N

D

AR

Y R

O

AD

G R

AN

T

C R

EE

K

EXISTING EDGE OF GRAVEL

EXISTING EDGE OF GRAVEL

EXISTING 10" CMP

Feet 0 10 20

COLDWATER ROAD

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)

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/1 8/2

5 1 6:

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EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

TYPICAL SECTIONS

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-05

13 5

SCALE: NTS

EXISTING TYPICAL SECTION (STA 9+50.00 - STA. 11+00.00)

4.0'

GRAVEL

VARIES

(VAR.)

EX GRADE

VARIES

EX BASE - GRAVEL/ SILTY SAND

(VAR.)

4.0'

GRAVEL

4.5'

GRAVEL

VARIES

(VAR.)

EX GRADE

VARIES

(VAR.)

4.0'

GRAVEL

EXISTING

GROUND

EXISTING GROUND

5' SPAN x 3' RISE x 20'

LONG CONCRETE BOX

CULVERT W/ CONCRETE

HEADWALLS AND

WINGWALLS

NO OBSERVED WATER

SCALE: NTS

EXISTING CULVERT SECTION

15.7' PAY LIMITS OF AGGREGATE

SURFACE COURSE, GRADING G,

COMPACTION METHOD B

SCALE: NTS

PROPOSED TYPICAL SECTION (STA 9+50.00 - STA 9+93)

7.0'7.0'

14.0'

AGGREGATE SURFACE COURSE,

GRADING G, COMPACTION

METHOD B

(6")

EXISTING

GROUND3H:1V

4.0%4.0%

ROADWAY EXCAVATION,

COMPACTION METHOD B

PLAN GRADE

SCALE: NTS

PROPOSED CULVERT SECTION

PLACING CONSERVED TOPSOIL, 3-INCH (TYP)

SEEDING, DRY METHOD

ROLLED EROSION CONTROL PRODUCT,

TYPE 2.D WITH NATURAL NETTING

(TYP)

3H:1V F.S., 2' F.B. DITCH, 2H:1V B.S

(2' BELOW GRADE)

CLEARING AND GRUBBING,

DISPOSAL METHOD A

(ONLY MINIMUM AS REQUIRED

FOR CONSTRUCTION, TYP.)

17.16' PAY LIMITS OF AGGREGATE SURFACE

COURSE, GRADING G, COMPACTION METHOD B

AGGREGATE SURFACE COURSE,

GRADING G, COMPACTION METHOD B (6")

4.0%4.0%

PLAN GRADE PRECAST

CONCRETE

HEADWALL

PRECAST WINGWALL (TO

BE INCLUDED IN ITEM:

PRECAST CONCRETE

BOX CULVERT, 12-FOOT

SPAN BY 5-FOOT RISE)

PRECAST CONCRETE

BOX CULVERT, 12-FOOT

SPAN BY 5-FOOT RISE

20.0'

OBJECT MARKER

SCALE: NTS

3'-0"

1'-0"

4'-0"

9"

3'-0"

9"

10'-0"

2'-0"

BEGIN/END

STRUCTURE

TOP OF ROAD

TOP OF

STRUCTURE/

GRND

POST, STEEL,

3 LB

INSIDE EDGE OF

TRAVEL WAY

3'-0"

OBJECT MARKERS, TYPE 3

BOLT

BOLT

DS EL. = 647.16 US EL. = 646.79

7.0'7.0'

14.0'

STRUCTURAL

BACKFILL

(STA 10+07 - STA 11+00)

3H:1V

BM-1

BM-4

BM-5

MONITOR WELL

9+00 10+00 11+00

DRAWING TITLE

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:

JA

LL

EN

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EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

PLAN OF SITE

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-06

13 6

PROPOSED

CULVERT

STA. 10+00

CONSTRUCTION CENTERLINE

PROPOSED

SLOPE STAKE LINE (TYP)

P.O.E.

REF PT "D"

EXISTING CULVERT

(TO BE REMOVED)

AGGREGATE SURFACE

COURSE, GRADING G,

COMPACTION METHOD B

14'

EXISTING TREE LINE

EXISTING TREE LINE

REF PT "A" REF PT "B"

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

STRAW WATTLES

PROPOSED RIPRAP,

CLASS II, MACHINE

PLACED (TYP)

DESCRIPTION

HORIZONTAL AND VERTICAL CONTROL

LOCATION

STA / OFFSET NORTHING EASTING ELEVATIONPOINT

BM3

BM1 9+18.00 / 8.58' LT 655.62 REBAR W/ CAP

REBAR W/ CAP

SURVEY CENTERLINE

9+73.71 / 7.06' RT 654.97

BM4 10+62.02 / 17.41' LT 653.96 REBAR W/ CAP

GRANT CREEK

P.O.B.

REF PT "C"

1049266.32761717527.6123

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

COLDWATER ROAD

GENERAL PLAN OF SITE

REFERENCE POINTS

LOCATION

STATION NORTHING EASTING ELEVATIONPOINT

C D

B A 9+93.00 654.82

10+07.00 9+50.00 11+00.00

SOIL EROSION CONTROL REQUIREMENTS

SEEDING WITH

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 WITH NETTING IS PROHIBITED.

KEY DETAIL CHARACTERISTICS

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.

14 AGGREGATE COVER STABILIZES SOIL SURFACE THUS MINIMIZING EROSION.

PERMITS CONSTRUCTION TRAFFIC IN ADVERSE

WEATHER. MAY BE USED AS PART OF PERMANENT BASE

CONSTRUCTION OF PAVED AREAS.

54 STRAW WATTLE FILTERS AND DETAINS RUNOFF.

LEGEND

BENCHMARK CONTROL POINT

TREE LINE

EDGE OF GRAVEL

RIGHT OF WAY (R.O.W.)

PROPOSED EXISTING

STRAW WATTLES

RIPRAPAGGREGATE BASE

SOIL BORING

654.74

1049273.94931717559.8565 655.09

654.46

N O

R

TH

W

ES

T

BO

U N

D

AR

Y R

O

AD

PROPOSED

SLOPE STAKE LINE (TYP)

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. REFERENCE POINTS "A" AND "B" REFER TO FINISH GRADE AT CENTERLINE AT THE OUTSIDE

FACES OF THE CULVERT.

4. PROVIDE SMOOTH TRANSITION FROM EXISTING TO PROPOSED ROADWAY AT REFERENCE

POINTS "C" AND "D". FADE OR EXTEND PROFILE SLIGHTLY AS REQUIRED.

5. SURVEY WAS COMPLETED BY UPEA FOR THIS PROJECT ON 10-4-2024.

PROPERTY OWNER:

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

PROPERTY OWNER:

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

PROPERTY OWNER:

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

PROPERTY OWNER:

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

PROPERTY OWNER:

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

G R

AN

T

C R

EE

K

13 13

EXISTING EDGE OF GRAVEL

EXISTING EDGE OF GRAVEL

EXISTING 10" CMP

BM5 11+31.77 / 9.38' RT 654.77 REBAR W/ CAP

1049280.29951717583.7625 1049253.21041717671.3066 1049277.92001717741.8242

1049272.25361717616.8313 1049272.67011717602.8375

1049269.48711717709.7902

Feet 0 10 20

EXISTING SIGN AND POSTS TO REMAIN

COLDWATER ROAD

5.

9+00

5.

5.

5.

9+50

4.

4.

4.

4.

10+00

4.

4.

4.

4.

10+50

4.

4.

4.

4.

11+00

4.

4.

11+50

PVI STA: 10+62.91

PVI ELEV: 654.39

G.C.: 0.80% K: 79.00

LVC: 63.11

BV

C

S:

0+

.3

BV

C

E:

.5

EV

C

S:

0+

.4

EV

C

E:

.4

LOW PT STA: 10+79.99

LOW PT ELEV: 654.44

-0.62%

0.18%

DRAWING TITLE

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 6:

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

8 -

G

RA

NT

C

RE

EK

A

OP

\10 8 -

G

RA

NT

C

RE

EK

.D W

G

EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

PROFILE OF SITE

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-07

13 7

Feet (HORIZONTAL) 0 10 20

GENERAL PROFILE

EXISTING CULVERTS (TO BE REMOVED):

5' SPAN x 3' RISE x 20' LONG CONCRETE BOX CULVERT

W/ CONCRETE HEADWALLS AND WINGWALLS.

PROPOSED STRUCTURE, CL STA 10+00:

12 FOOT SPAN BY 5 FOOT RISE PRECAST CONCRETE

BOX CULVERT WITH A 20 FOOT BARREL LENGTH ON A

GRAVEL PAD FOUNDATION.

PROPOSED PROFILE ELEVATION AT CL

EXISTING PROFILE ELEVATION AT CL

PROPOSED ROAD PROFILE AT CL

EXISTING ROAD PROFILE AT CL REF PT "A"

REF PT "D"

P.O.E.

MATCH EXISTING

REF PT "B"

PROP. LOW CHORD @ = 651.00'

INV EL

EL 646.00' @ CL

REF PT "C"

P.O.B.

MATCH EXISTING

645.00

Q100 WSE = 650.17'

652.00

PRECAST CONCRETE

BOX CULVERT, 12-FOOT

SPAN BY 5-FOOT RISE

643.00

AGGREGATE SURFACE COURSE, GRADING

G, COMPACTION METHOD B (TYP.)

PROPOSED

FOUNDATION GRAVEL PAD, 1" MINUS

WRAPPED IN GEOTEXTILE, TYPE III,

CLASS I (TYP.)

5' SPAN x 3' RISE x 20' LONG

CONCRETE BOX CULVERT,

INV EL = 646.98 @ CL

Feet (VERTICAL) 0 1 2

LIMITS OF STRUCTURE EXCAVATION

AND STRUCTURAL BACKFILL

UNDERDRAIN SYSTEM, 6 INCH

INV EL = 649.00

OBS WSE = 647.00'

(APPROX. WHEN WATER IS PRESENT)

BM-4

MONITOR WELL

20+00

21+00

22+00

23+00

24+00

BP

: 2 0+

.0

PI

: 2

0+

.9

PI

: 2

0+

.2

PI

: 2

0+

.4

PI

: 2

0+

.2

PI

: 2

1+

.2

PI: 2

1+22.02

PI

: 2

1+

.2

PI

: 2

1+

.8

PI

: 2

1+

.8

PI

: 2

1+

.7

PI

: 2

1+

.6

PI

: 2

2+

.8

PI

: 2

2+

.0

PI: 22+18.78

PI: 22+25.77

PI: 22+35.13

PI: 22+42.30

PI: 22+50.58

PI: 22+62.28

PI: 22+74.04 PI

: 2 2+

.4

PI

: 2

2+

.8

PI

: 2

3+

.0

PI

: 2

3+

.0

PI

: 2

3+

.3

PI

: 2

3+

.7

PI

: 2

3+

.0

PI

: 2

3+

.4

PI

: 2

3+

.3

EP: 24+00.00

5.

5.

20+00

5.

5.

5.

5.

20+50

5.

5.

5.

5.

21+00

6.

6.

6.

6.

21+50

6.

6.

4.

4.

22+00

6.

6.

7.

7.

22+50

7.

7.

8.

8.

23+00

8.

8.

8.

8.

23+50

8.

8.

9.

9.

24+00

DRAWING TITLE

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 6:

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

8 -

G

RA

NT

C

RE

EK

A

OP

\10 8 -

G

RA

NT

C

RE

EK

.D W

G

EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

CREEK PLAN

& PROFILE

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-08

13 8

REF PT "A"

REF PT "B"

GRANT CREEK

C O

LD

W

AT

ER

R O

AD

Feet 0 16 32

GRANT CREEK

NORTHWEST BOUNDARY ROAD

PROPOSED CREEK PROFILE ELEVATION AT CL

EXISTING CREEK PROFILE ELEVATION AT CL

PROP. LOW CHORD = 651.00'

INV EL

EL 646.00' @ CL

643.00

Q100 WSE = 650.17'

PROPOSED

FOUNDATION GRAVEL PAD, 1" MINUS

WRAPPED IN GEOTEXTILE, TYPE III,

CLASS I (TYP.)

645.00

CREEK PROFILE

Feet (Horizontal)

0 16 32

Feet (Vertical) 0 1.6 3.2

OBS WSE = 647.00'

1.00%

10+00

DRAWING TITLE

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 6:

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

8 -

G

RA

NT

C

RE

EK

A

OP

\10 8 -

G

RA

NT

C

RE

EK

.D W

G

EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

CULVERT PLAN

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-09

13 9

EXISTING CULVERT

(TO BE REMOVED)

AGGREGATE SURFACE

COURSE, GRADING G,

COMPACTION METHOD B

EXISTING TREE LINE

PROPOSED RIPRAP,

CLASS II, MACHINE

PLACED (TYP)

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

PROPOSED

SLOPE STAKE LINE (TYP)

EXISTING EDGE OF GRAVEL

CONSTRUCTION CENTERLINE

SURVEY CENTERLINE

CULVERT PLAN

17'-2"

CLEAR

20'-0"

STRUCTURE

O-O

REF PT "A"

90°

14'-0"

PROPOSED

AGGREGATE SURFACE

COURSE, GRADING G,

COMPACTION METHOD B

(TYP)

STRAW WATTLES

OBJECT MARKER

SIGN (OM3-R)

OBJECT MARKER

SIGN (OM3-L)

PROPOSED SLOPE STAKE LINE

(TYP)

5'-0"

(TYP.)

STA. 10+00, PROPOSED

PRECAST CONCRETE

BOX CULVERT, 12-FOOT

SPAN BY 5-FOOT RISE

COLDWATER ROAD

REF PT "B"

OBJECT MARKER

SIGN (OM3-L)

OBJECT MARKER

SIGN (OM3-R)

5'-0"

(TYP.)

2'-0"

(TYP.)

UNDERDRAIN SYSTEM, 6 INCH (TYP.)

(OUTLET ENDING AS APPROVED BY THE C.O., TYP.

ALL QUADRANTS)(30' EA. SIDE)

(SLOPE TO DRAIN AWAY FROM MINIMUM -1.0%)

COLDWATER ROAD

G R

AN

T

C R

EE

K

G R

AN

T

C R

EE

K

PROP. LOW CHORD @ = 651.00'

643.00

CULVERT ELEVATION

PROPOSED GRADE

EXISTING

GROUND

AT TOE

5'-0"

RIPRAP, CLASS

II, MACHINE

PLACED

RIPRAP DETAIL

SCALE: NTS

PROPOSED

FOUNDATION GRAVEL PAD, 1" MINUS

WRAPPED IN GEOTEXTILE, TYPE III,

CLASS I (TYP.)

1.5

AGGREGATE SURFACE

COURSE, GRADING G,

COMPACTION METHOD B

(6")

LIMITS OF:

STRUCTURE EXCAVATION

AND STRUCTURAL BACKFILL

AGGREGATE SURFACE

COURSE, GRADING G,

COMPACTION METHOD B

(6")

646.00

2'-8"

STA. 9+71

5'-0"

(TYP.)

STA. 10+29

1'-2"

2'-0"

FLAT

1.5

REF PT "A" REF PT "B"

Q100 WSE = 650.17'

EAST INVERT = 646.10

WEST INVERT = 645.90

INVERT = 646.00

(TYP.)

UNDERDRAIN SYSTEM, 6 INCH

INV EL = 649.00

Feet 0 3 6

2.33' 2.24'

STREAM BED EL @ = 647.00'

OBS WSE = 647.00'

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 /25

:4

1 J

AL

LE

N 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

8 - G

RA

NT

C

RE

EK

A

OP

\10

8 - G

RA

NT

C

RE

EK

.D

W G

EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

CULVERT DETAILS

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-10

13 10

S.E.=652.04, S.W.=651.85

CONSTRUCTION CENTERLINE

CULVERT PLAN

CULVERT ELEVATION

PRECAST CONCRETE BOX CULVERT

12'-0" SPAN X 5'-0" RISE

(4) @ 5'-0" PLUS 3 JOINTS

@ 1/2" PER JOINT = 20'-11

2"

REF PT "A"

90°

PROPOSED

FOUNDATION GRAVEL PAD, 1" MINUS

WRAPPED IN GEOTEXTILE, TYPE III,

CLASS I (TYP.)

STA. 10+00

REF PT "A"

REF PT "B"

PROP. LOW CHORD @ = 651.00'

S.E.=654.37, S.W.=654.17 S.E.=654.62, S.W.=654.42

REF PT "B"

N.E.=645.10, N.W.=644.90

N.E.=643.10, N.W.=642.90

14'-0" PRECAST HEADWALL

14'-0"

12'-0"12"

5'-0"

12'-0"

PRECAST CULVERT LIMITS

SCALE: NTS

SCALE: NTS

2' (TYP.) 1'-5" WIDE PRECAST

HEADWALL (TYP.)

2'-6 1/4" PRECAST

HEADWALL (TYP.)

9'-8" (TYP.)

14'-0"

45°

(TYP.)

L1 R1

L1 R1

LIMITS OF FOUNDATION

GRAVEL PAD (TYP.)

NOTE:

PRECAST WINGWALLS, HEADWALLS,

HARDWARE, JOINT WRAP, MEMBRANES,

AND GROUT TO BE INCLUDED WITH

PRECAST CONCRETE BOX CULVERT,

12-FOOT SPAN BY 5-FOOT RISE.

5'-0"

(TYP.)

12"

EAST INVERT = 646.10

WEST INVERT = 645.90

INVERT = 646.00

(TYP.)

G R

AN

T

C R

EE

K

COLDWATER ROAD

S.E.=645.10, S.W.=644.90

S.E.=643.10, S.W.=642.90

N.E.=651.79, N.W.=651.59

N.E.=654.37, N.W.=654.17 N.E.=654.62, N.W.=654.42

JOINT DETAIL

SCALE: NTS

PRECAST BOX CULVERT UNITS

TOP OF PRECAST

BOX CULVERT

9" WIDE SEALWRAP OR

EZ WRAP RUBBER

7/8" X 1-3/8" BUTYL ROPE

PRIMER COMPATIBLE

WITH JOINT WRAP

4'-0"

3'-2"

" 4'-

7"

L2 R2

R2L2

5'- 8"

4'-0"

4'-0"

4'- 0"

3'- 2"

4'-7" 5'-8"

4'- 0"

4'- 0"

R1 L1

4'- 0"

3'- 2"

" 4'-7"

L2

R2

5'-8"

4'- 0"

4'- 0"

4'-0"

3'-2"

4'- 7"5'-

8"

4'-0"

4'-0"

NOTE:

1. THE CONTRACTOR SHALL VERIFY THAT THE

PROVIDED BEARING CAPACITY MEETS OR EXCEEDS

3,000 POUNDS PER SQUARE FOOT.

2. THE MAXIMUM FOUNDATION PRESSURE IS

CALCULATED TO BE 1140 PSF FOR SERVICE LIMIT

STATE AND 1650 PSF FOR STRENGTH LIMIT STATE,

BASED ON GROSS WIDTH OF THE BOX.

3. THE MAXIMUM FOUNDATION PRESSURE FOR THE

WINGWALL FOOTINGS IS CALCULATED TO BE 2250

PSF FOR SERVICE LIMIT STATE AND 2990 PSF FOR

STRENGTH LIMIT STATE, BASED ON GROSS WIDTH

OF THE BOX.

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 /25

:4

1 J

AL

LE

N 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

8 - G

RA

NT

C

RE

EK

A

OP

\10

8 - G

RA

NT

C

RE

EK

.D

W G

EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

CULVERT DETAILS

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-11

13 11

CULVERT SECTION

SCALE: NTS

PRECAST WINGWALL SECTION

SCALE: NTS

12" 12'-0" 12"

12"

5'-0"

12"

1'-0"

1'-0"

4"4"

5'-3" (TYP.) 5'-3" (TYP.)

1" CLEAR COVER

HAUNCH (TYP.)

1" CLEAR COVER

(TYP, U.N.O.)

1'-4" 1'

-4 "2'-6"

'H ' V

AR

IE

S 6'

-8 3 8"

T O

'-3

1 4" (S

EE

S

H

EE

T C

-1 0)

10"

'L' 4'-7" TO 5'-8" (SEE SHEET C-10)

1"

1"

1" 11 2"

2"

AS6

AS8

AS4

AS5

AS7

AS9 W/ SHAPE:

1'-4" 1'

-4

135°

AS2 (2/3 x "H")

AS1 (FULL HEIGHT)

AS3

AS4

AS5

WIRE TIES AS REQUIRED

(TYP.)

AS3 = 0.370 IN²/FT

AS8 = 0.290 IN²/FT

AS7 = 0.290 IN²/FT

AS1 = 0.450 IN²/FT

AS4 = 0.290 IN²/FT

AS1 = 0.450 IN²/FT

AS4 = 0.290 IN²/FT

HEADWALL ELEVATION

SCALE: NTS

14'-0"

1'-5"

1'-0" 4'-0" 4'-0" 4'-0" 1'-0"

4"

2'-61 4"

1'-0" 4'-0" 4'-0" 4'-0" 1'-0"

HEADWALL PLAN

SCALE: NTS

HEADWALL SECTION

SCALE: NTS

(13) STIRRUPS @ 1'-0" O.C.

2"

4"

2"

4"

3"Ø HOLES IN 41

2" x 41

2" x 4"

DEEP BLOCKOUT (TYP.)

1'-0"

2'-61 4"

1'-5" 4"

2"

2"

WATERPROOF

MEMBRANE

(8) EA041308 BARS HORZ./PC.

EA03 STIRRUPS

1/2" CHAMFER

(TYP.)

GROUT HOLE

AFTER

ATTACHED

CAULK

JOINT

(4) 1"Ø x 61

8" GALV.

FERRULE LOOP INSERTS @

END SECTIONS FOR

HEADWALL ATTACHMENT

4"

4"

NOTE:

1. 2.5 FOOT MINIMUM AND 3.00 FOOT MAXIMUM EARTH COVER OVER THE CULVERT.

2. PRECAST CONCRETE BOX CULVERT MANUFACTURING REQUIREMENTS SHALL BE

IN ACCORDANCE WITH THE CURRENT ASTM C1577.

3. CULVERT AND WINGWALL REINFORCEMENT SHALL BE W.W.R. IN ACCORDANCE

WITH ASTM A1064, GRADE 70.

4. INSERTS SHALL BE GALVANIZED PER ASTM B633-SC4. BOLTS, RODS, WASHER, AND

NUTS SHALL BE HOT DIP GALVANIZED OR ELECTRO GALVANIZED PER ASTM

B633-SC1.

5. PRECAST CONCRETE BOX CULVERT DESIGN STRENGTH SHALL BE Fc=5,000 P.S.I.

MINIMUM. PRECAST CONCRETE WINGWALL AND HEADWALL DESIGN STRENGTH

SHALL BE Fc=4,000 P.S.I. MINIMUM.

6. LIFTING HOLES SHALL BE PER THE MANUFACTURER AND SHALL BE SEALED AND

FILLED AFTER PLACEMENT OF THE SECTIONS.

AS6 = 0.067 IN²/FT

AS2 = 0.470 IN²/FT

AS5 = 0.067 IN²/FT

10+00

100-1"

DRAWING TITLE

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 6:

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

8 -

G

RA

NT

C

RE

EK

A

OP

\10 8 -

G

RA

NT

C

RE

EK

.D W

G

EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

SOIL BORINGS

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-12

13 12

CONSTRUCTION CENTERLINE

SURVEY CENTERLINE

STA. 10+00, PROPOSED

PRECAST CONCRETE

BOX CULVERT, 12-FOOT

SPAN BY 5-FOOT RISE

COLDWATER ROAD COLDWATER ROAD

G R

AN

T

C R

EE

K

Feet 0 5 10

SOIL BORINGS BY:

PATRIOT ENGINEERING AND ENVIRONMENTAL, INC.

6150 EAST 75TH STREET

INDIANAPOLIS, INDIANA

BORING DATES: SEPTEMBER 27, 2024

NOTES:

NUMBER IN CIRCLES DENOTE THE 'N' VALUE IN BLOWS

PER FOOT BY USING A 2" O.D. SPLIT SPOON SAMPLER

AND A 140 POUND HAMMER FALLING 30".

THE SOIL BORING LOGS REPRESENT POINT

INFORMATION. PRESENTATION OF THIS INFORMATION

IN NO WAY IMPLIES THAT SUB-SURFACE CONDITIONS

ARE THE SAME AT LOCATIONS OTHER THAN THE EXACT

LOCATION OF THE BORING.

NO GROUND WATER WAS OBSERVED IN THE SOIL

BORINGS DURING DRILLING.

B.O.G. - BOTTOM OF FOUNDATION GRAVEL PAD

STA 9+80

EL 654.00

B-001

E.O.B.

END OF BORING AT 33.6 FEET

CRUSHED STONE (6") VISUAL

SANDY LOAM, A-6, BROWN AND GRAY, SLIGHTLY MOIST,

MEDIUM STIFF, WITH SOME GRAVEL, TEST NUMBER 262.

643.0 B.O.G. @ CL

B-001 B-002

654.0 653.5

647.2

650.0

640.5

630.5

620.4

CLAY, A-6, DARK GRAY AND BROWN, VERY MOIST

TO MOIST, MEDIUM STIFF, TEST NUMBER 261.

CLAY, A-6, BROWN AND GRAY, MOIST TO SLIGHTLY

MOIST, MEDIUM STIFF, TEST NUMBER 261.

CLAY, A-6, GRAY, SLIGHTLY MOIST, VERY STIFF,

TEST NUMBER 261.

LIMESTONE, GRAY, MODERATELY WEATHERED, VUGGY.

CORE R1: REC: 100%, RQD: 0%

STA 10+20

EL 654.00

B-002

E.O.B.

END OF BORING AT 33.6 FEET

CRUSHED STONE (6") VISUAL

SANDY LOAM, A-6, BROWN AND GRAY, SLIGHTLY MOIST,

STIFF, WITH SOME GRAVEL, TEST NUMBER 262.

643.0 B.O.G. @ CL

654.0 653.5

647.5

CLAY, A-6, BROWN AND GRAY, MOIST, STIFF,

TEST NUMBER 261.

CLAY, A-6, GRAY, SLIGHTLY MOIST, VERY STIFF,

TEST NUMBER 261.

641.5

631.0

621.0

START CORING START CORING

LIMESTONE, GRAY, MODERATELY WEATHERED, VUGGY.

CORE R2: REC: 100%, RQD: 0%

LIMESTONE, GRAY, MODERATELY WEATHERED, VUGGY.

CORE R1: REC: 95%, RQD: 0%

LIMESTONE, GRAY, MODERATELY WEATHERED, VUGGY.

CORE R2: REC: 100%, RQD: 0%

9+50.00

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

9+75.00

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

10+25.00

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

10+50.00

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

10+75.00

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

11+00.00

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

O ff:

.6

El ev : 6

.9

O ff:

.6

El ev

: 6

.9

O ff:

.3

El ev : 6

.3

O ff:

.3

El ev

: 6

.3

O ff:

.7

El ev : 6

.0

O ff:

-3 .6

El ev : 6

.9

O ff:

-3

.6

El ev

: 6

.9

O ff:

-5 .3

El ev : 6

.3

O ff:

-5

.3

El ev

: 6

.3

O ff:

-8 .6

El ev : 6

.0

-4.0% 2.0:1-4.0%2.0:1

O ff:

.0

El ev : 6

.6

O ff:

.0

El ev

: 6

.6

O ff:

.7

El ev : 6

.0

O ff:

2.

El ev : 6

.9

O ff:

6.

El ev : 6

.2

O ff:

-7 .0

El ev : 6

.6

O ff:

-7

.0

El ev

: 6

.6

O ff:

-8 .7

El ev : 6

.0

O ff:

-1 2.

El ev : 6

.9

O ff:

-1 7.

El ev : 6

.6

-4.0%

2.0:1 -4.0%

2.0:1

O ff:

.0

El ev : 6

.3

O ff:

.0

El ev

: 6

.3

O ff:

.7

El ev : 6

.7

O ff:

7.

El ev : 6

.9

6O ff:

-7 .0

El ev : 6

.3

O ff:

-7

.0

El ev

: 6

.3

O ff:

-8 .7

El ev : 6

.7

O ff:

-1 2.

El ev : 6

.6

O ff:

-1 5.

El ev : 6

.5

-4.0%

-3.0:1

-4.0% 2.0:1

O ff:

.0

El ev : 6

.2

O ff:

.0

El ev

: 6

.2

O ff:

.7

El ev : 6

.6

O ff:

5.

El ev : 6

.5

O ff:

7.

El ev

: 6

.6

O ff:

-7 .0

El ev : 6

.2

O ff:

-7

.0

El ev

: 6

.2

O ff:

-8 .7

El ev : 6

.6

O ff:

-1 0.

El ev : 6

.9

O ff:

-1 3.

El ev : 6

.5

-4.0%

2.0:1

-4.0% 2.0:1

O ff:

.0

El ev : 6

.1

O ff:

.0

El ev

: 6

.1

O ff:

.7

El ev : 6

.5

O ff:

3.

El ev : 6

.1

O ff:

6.

El ev : 6

.8

O ff:

-7 .0

El ev : 6

.1

O ff:

-7

.0

El ev

: 6

.1

O ff:

-7 .0

El ev : 6

.1

-4.0%

2.0:1

-4.0%

O ff:

.7

El ev : 6

.3

O ff:

.7

El ev

: 6

.3

O ff:

.4

El ev : 6

.7

O ff:

.4

El ev

: 6

.7

O ff:

.6

El ev : 6

.3

O ff:

-5 .2

El ev : 6

.2

O ff:

-5

.2

El ev

: 6

.2

O ff:

-5 .2

El ev : 6

.2

O ff:

-5

.2

El ev

: 6

.2

-4.0% 2.0:1-4.0%

-3.0:1 -3.0:1

-3.0:1 -3.0:1

-3.0:1

-3.0:1 -3.0:1

-3.0:1

-3.0:1

ELEV: 654.59

ELEV: 654.44

ELEV: 654.13

ELEV: 654.00

ELEV: 653.94

ELEV: 653.96

DRAWING TITLE

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 6:

JA

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EASTERN REGION

COLDWATER ROAD OVER

GRANT CREEK AOP

CULVERT REPLACEMENT

MIDEWIN NATIONAL

TALLGRASS PRAIRIE

CROSS

SECTIONS

3/31/2025

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04493

C-13

13 1310 FT

10 FT