Drawings-Specifications_Crab_Orchard_NWR_Prairie_Creek.pdf

VISITOR

CENTER

DAM

JOHN A LOGAN

COLLEGE

MARION

CARTERVILLE

LITTLE

GRASSY

LAKE

DEVIL'S

KITCHEN

LAKE

LITTLE

GRASSY

DAM DEVIL'S

KITCHEN

DAM

CRAB

ORCHARD

DAM

TO HERRIN

PLAYPORT

MARINA

PRAIRIE CREEK

BOAT RAMP

Z:

\C iv il\

C ra b O rc ha rd C am pg ro un d D riv e

Bo at

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STATE of ILLINOIS

(NOT TO SCALE)

FI

SH

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D W

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D

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TH

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TE

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EP

AR

TM

EN

T

D R

AW

IN

G N

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SH

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T G

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LOCATION MAP

MODIFICATIONS TO THE BOAT RAMP AT

PRAIRIE CREEK

CRAB ORCHARD NATIONAL WILDLIFE REFUGE

WILLIAMSON COUNTY, ILLINOIS

CHICAGO

ROCKFORD

PEORIA

GALESBURG

SPRINGFIELD

ST LOUIS

MARION

CARBONDALE

WEST FRANKTON

MOUNT VERNON

WILLIAMSON

COUNTY

PROJECT

LOCATION

C O

VE

R

S H

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T

W

IT

H L

O C

AT

IO

N M

AP

AN

D

IN

D

EX

O F

D R

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IN

G S

10001000

SCALE IN FEET

-0- 2000

Se na te A ve nu e C am p

H ill, P A

INDEX OF DRAWINGS

SHEET NO. TITLE

G0 COVER SHEET WITH LOCATION MAP AND INDEX OF DRAWINGS

C1 EXISTING SITE PLAN

C3

GRADING PLAN

C2 DEMOLITION PLAN

GENERAL

CIVIL

CONCRETE BOAT RAMP DETAILSC6

CONCRETE BOAT RAMP PLAN

GENERAL DRAWING NOTE:

THE U.S. FISH AND WILDLIFE SERVICE, REGION 3 CADD DRAWINGS ARE DRAWN ON

A 22" X 34" STANDARD "D" SIZE SHEET (FULL SIZE 100%, WHEN PLOTTING DRAWINGS AT

DIFFERENT PERCENTAGES, BAR SCALES ON DRAWINGS SHALL BE USED FOR MEASURING.

G1 GENERAL NOTES, ABBREVIATIONS, AND LEGEND

C4

C5

CONCRETE BOAT RAMP PROFILE

DRAWING NO.PROJECT NO.

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SHEET NO. DATE BY CHK APPR

DESIGNED DRAWN CHECKED APPROVED

SHEET

NO.

207 SENATE AVENUE

CAMP HILL, PA 17011-2316

Z:

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DATE

AJG DBM CNB JRB 68678 2 OF 8

GENERAL NOTES,

ABBREVIATIONS AND LEGEND

MODIFICATIONS TO THE BOAT RAMP AT

PRAIRIE CREEK

WILLIAMSON COUNTY, ILLINOIS

G1

NOVEMBER 2021

A

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

ACI AMERICAN CONCRETE INSTITUTE

AC-FT ACRE-FOOT (FEET)

ADDL ADDITIONAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AL ALUMINUM

ALLOW. ALLOWABLE

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

APPROX APPROXIMATE(LY)

ASW AUXILIARY SPILLWAY

AVG AVERAGE

AWWA AMERICAN WATER WORKS ASSOCIATION

@ AT

B

BF BLIND FLANGE OR BACK FACE

BFF BELOW FINISHED FLOOR

BFG BELOW FINISHED GRADE

BFV BUTTERFLY VALVE

BASELINE

BM BENCHMARK

BOT BOTTOM

B.P. BEGINNING POINT

C

C/C, C.C., C TO C CENTER TO CENTER

℄ CENTERLINE

CI CAST IRON

CIP CAST IN PLACE OR CAST IRON PIPE

CJ CONSTRUCTION JOINT

CLR CLEARANCE, CLEAR, CLEAR DISTANCE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONST, CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTION

CORR CORRUGATED

CF CUBIC FOOT(FEET)

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CY CUBIC YARD(S)

D

DEPT DEPARTMENT

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

DIA, Ø DIAMETER

DWG DRAWING

E

E EAST/EASTING COORDINATE

EA EACH

EF EACH FACE

EL, EL. ELEVATION

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

E&SC EROSION AND SEDIMENT CONTROL

EQ EQUAL

EW EACH WAY

F

FF FRONT FACE

FM FORCE MAIN

FTG FOOTING

FT, FT/FT FOOT/FEET, FEET PER FOOT

G

GALV. GALVANIZED

GCL GEOSYNTHETIC CLAY LINER

GIS GEOGRAPHICAL INFORMATION SYSTEM

GPD GALLONS PER DAY

GPM GALLONS PER MINUTE

H

HEX HEXAGONAL

HDPE HIGH DENSITY POLYETHYLENE

HH HAND HOLE

HORIZ HORIZONTAL

I

ID INSIDE DIAMETER

IDOT ILLINOIS DEPARTMENT OF TRANSPORATION

IEPA ILLINOIS ENVIRONMENTAL PROTECTION AGENCY

IN INCH(ES)

INTR INTERIOR

INV INVERT

J

JT JOINT

JB JUNCTION BOX

L

LB POUND

LBS POUNDS

LF, LINEAR FEET

M

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MSE MECHANICALLY STABILIZED EMBANKMENT

MW MONITORING WELL

N

N NORTH/NORTHING COORDINATE

N/A NOT APPLICABLE

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL DATUM

NGVD NATIONAL GEODETIC VERTICAL DATUM

NTS NOT TO SCALE

No., # NUMBER

O

OC ON CENTER

OD OUTSIDE DIAMETER

OE OVERHEAD ELECTRIC

OPNG OPENING

OZ OUNCE

P

P.C. POINT OF CURVATURE

PCCP PRESTRESSED CONCRETE CYLINDER PIPE

PCF POUNDS PER CUBIC FOOT

PE PLAIN END

P.I. POINT OF INFLECTION

PL PLATE

POB POINT OF BEGINNING

POI POINT OF INTERSECTION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSW PRINCIPAL SPILLWAY

P.T. POINT OF TANGENCY

PVC POLYVINYL CHLORIDE OR POINT VERTICAL CURVATURE

PVI POINT VERTICAL INTERSECTION

PVT POINT VERTICAL TANGENCY

Q

QTY QUANTITY

R

R RADIUS

RCP REINFORCED CONCRETE PIPE

REIN REINFORCED

REQ'D REQUIRED

RGS RIGID GALVANIZED STEEL

RJ RESTRAINED JOINT

ROW RIGHT OF WAY

S

SECT SECTION

SF SQUARE FOOT (FEET)

SHT SHEET

SPA SPACING

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

SY SQUARE YARD

T

TEMP TEMPORARY

TOPO TOPOGRAPHY

TYP, TYP., (TYP) TYPICAL

U

UNO UNLESS OTHERWISE NOTED

USGS U.S. GEOLOGICAL SURVEY

U/S UPSTREAM

V

VC VERTICAL CURVE

VERT VERTICAL

VOL VOLUME

W

WM WATERMAIN

W/ WITH

W/O WITHOUT

WT WEIGHT

Y

YD YARD

ABBREVIATIONS

ABBREVIATIONS AND LEGEND NOTE:

1. THIS IS A STANDARD LIST OF ABBREVIATIONS AND LEGEND AND ALL

ABBREVIATIONS AND SYMBOLS SHOWN ARE NOT USED IN THIS SET OF DRAWINGS.

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

RESERVOIR CONTOUR

UNDERGROUND ELECTRIC

OVERHEAD ELECTRIC

GAS

UNDERGROUND TELECOMMUNICATIONS

OVERHEAD TELECOMMUNICATIONS

UNDERGROUND CABLE TV

OVERHEAD CABLE TV

WATERMAIN

FIBER OPTIC

FORCE MAIN

SANITARY SEWER

STORM SEWER

AIR LINE

RIPRAP

SWALE / DITCH

LIMIT OF FIELD SURVEY

RIGHT OF WAY

EASEMENT LINE

CENTERLINE / BASELINE

SURVEYED EDGE OF WATER

ORDINARY HIGH WATER MARK

VEGETATION

BRUSH

HEDGE ROW

FENCE

GUARD RAIL

HANDRAIL

RAILROAD

PROTECTIVE FENCE

SILT FILTER FENCE

SHEETPILE

WETLAND

GEOTEXTILE

LIMIT OF DISTURBANCE

EARTH SLOPE (SLOPING ↓)

CONCRETE SURFACE SLOPE (SLOPING ↓)

TOP OF ROCK

EARTH SUBGRADE

WATER LEVEL (FOR SECTIONS AND PROFILES)

FLOW ARROW

TREE > 12" DIA. - DECIDUOUS

TREE > 12" DIA.- CONIFEROUS

TREE < 12" DIA. - DECIDUOUS

SHRUB

BORING INSTRUMENTED WITH PIEZOMETER

BORING

TEST PIT

IRON PIN

CONTROL POINT

BENCHMARK

MARKER POST

RAILROAD SPIKE

SURVEY MONUMENT

PK NAIL

POST

WELL

WATER VALVE

WATER METER

WATER CURB BOX

FIRE HYDRANT

CLEANOUT

SPIGOT

DOWNSPOUT

STORM MANHOLE

STORM INLET

SANITARY MANHOLE

VENT

GAS VALVE

GAS METER

GAS CURB BOX

CABLE TV UTILITY BOX

TELECOMMUNICATIONS UTILITY BOX

TELECOMMUNICATIONS MANHOLE

ELECTRICAL MANHOLE

ELECTRICAL UTILITY BOX

LIGHT POST

UTILITY POLE

GUY WIRE

GUY POLE

MANHOLE - UNKNOWN UTILITY

JUNCTION BOX

MAILBOX

SIGN

STUMP

WEIR

BOULDER

A

A

SECTION A

SECTION SYMBOLS:

SECTION OR DETAIL IDENTIFIER

DRAWING NUMBER WHERE SHOWN

OR WHERE CALLED-OUT

NORTH ARROW:

SCALE: 1" = 1'-0"

0 1' 2'1' 6"

SCALE IN FEET

-0- 2

SCALE BARS:

ENGINEERING:

ARCHITECTURAL:

DRAFTING NOTES:

1. GREY OR LIGHT LINEWORK GENERALLY REPRESENT EXISTING FEATURES, WHEREAS DARKER BLACK LINEWORK IS GENERALLY INTENDED TO

DEPICT NEW CONSTRUCTION.

2. DIMENSION AND TEXT CALLOUTS

a. EXISTING FEATURES TEXT IS SLANTED AS SHOWN HERE.

SURVEY NOTES:

1. SITE SURVEY PERFORMED BY GANNETT FLEMING AUGUST 30, 2021.

2. VERTICAL DATUM IS NAVD 88 COMPUTED USING GEOID12B.

3. GRID IS ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE, NAD 83 (2011).

4. ELEVATIONS SHOWN ARE IN FEET.

5. DRAWING UNITS ARE IN US SURVEY FEET.

6. SEE SHEET C1 FOR CONTROL POINT DATA.

GENERAL NOTES:

1. CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. USE OF MOTOR OPERATED EQUIPMENT SHALL BE CAREFULLY CONTROLLED TO PREVENT FUEL SPILLS INTO THE RESERVOIR.

2. CONTRACTORS WORK AREA IS THE LIMITS OF WORK AS SHOWN ON THE OVERALL SITE PLAN.

3. SUBSURFACE FEATURES ON THE LEFT SIDE OF THE BOAT RAMP ARE BASED ON INFORMATION FROM AVAILABLE SOIL BORINGS COMPLETED IN MAY 2017. SUBSURFACE FEATURES ON THE RIGHT SIDE OF THE BOAT RAMP ARE BASED ON A SOIL BORING COMPLETED IN SEPTEMBER 2021.

4. THE EXISTING STRUCTURES TO REMAIN SHALL REMAIN UNDISTURBED. ANY DAMAGE SUSTAINED TO THESE STRUCTURES AS PART OF THE CONTRACTOR'S WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AND OWNER AT NO

ADDITIONAL COST TO THE OWNER.

5. DEVELOPING AND IMPLEMENTING APPROVED EROSION AND SEDIMENT POLLUTION CONTROL PLAN WILL BE THE CONTRACTORS RESPONSIBILITY.

6. DEVELOPING AND IMPLEMENTING APPROVED TRAFFIC CONTROL PLAN WILL BE THE CONTRACTORS RESPONSIBILITY. CRAB ORCHARD NATIONAL WILDLIFE REFUGE HAS JURISDICTION OVER TACOMA LAKE ROAD WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS.

7. NOTIFY THE OWNER OF ANY CONFLICTS PRIOR TO PERFORMING THE WORK.

UTILITIES:

1. CONTRACTOR SHALL CONTACT 811 ONE-CALL SYSTEM AT 1-800-892-0123 NOT LESS THAN 3-DAYS OR MORE THAN 10-DAYS BEFORE STARTING

WORK.

2. THE LOCATIONS OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND THE DESIGN ENGINEER MAKES NO GUARANTEES REGARDING THEIR ACCURACY. CONTRACTOR SHALL FIELD VERIFY THEIR LOCATION PRIOR TO START OF CONSTRUCTION.

3. CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING UTILITIES OR STRUCTURES TO REMAIN. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED BY THE CONTRACTOR IN A TIMELY MANNER, TO THE SATISFACTION OF THE OWNER, AND AT NO EXTRA COST.

PERFORM UTILITY COORDINATION AND TEMPORARY RELOCATION AS NECESSARY, AND AS REQUIRED BY THE CONTRACT DOCUMENTS.

4. PROTECT ALL EXISTING UNDERGROUND UTILITIES AND FACILITIES TO REMAIN AGAINST DAMAGE FROM HAULING AND CONSTRUCTION OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY SUCH UTILITIES AND FACILITIES. IN NO CASE SHALL THE CONTRACTOR PLACE VEHICLE LOADS EXCEEDING THE LEGAL LOAD LIMIT WITHIN 10 FEET OF THESE UTILITIES AND FACILITIES. IF THE CONTRACTOR ELECTS TO PLACE LOADS EXCEEDING THE LEGAL LIMIT ON THESE OR OTHER UNDERGROUND FACILITIES OR UTILITIES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND ADVISE THE OWNER OF THE TYPE, SIZE AND WEIGHT OF ALL VEHICLES HE INTENDS TO USE OVER THESE FACILITIES DURING CONSTRUCTION, TAKING INTO ACCOUNT THE CONDITIONS OF EXISTING FACILITIES. THIS DETERMINATION SHALL BE MADE BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF ILLINOIS, EMPLOYED AND PAID BY THE CONTRACTOR, AND IS TO BE MADE PRIOR TO THE USE OF ANY FACILITIES WITH ALL RESTRICTIONS ENUMERATED BY THE PROFESSIONAL ENGINEER BEING STRICTLY ADHERED TO. IN THE EVENT THE CONTRACTOR FAILS TO COMPLY WITH FINDINGS OF THE PROFESSIONAL ENGINEER, THE WORK SHALL BE IMMEDIATELY CEASED UNTIL CORRECTIVE PROCEDURES, SATISFACTORY TO THE PROFESSIONAL ENGINEER AND OWNER ARE EMPLOYED. ALL DAMAGE, DIRECT OR INDIRECT, OF WHATEVER NATURE RESULTING FROM THE PERFORMANCE OF THE WORK OR RESULTING TO THE WORK DURING ITS PROGRESS, FROM

WHATEVER CAUSE, SHALL BE BORNE AND SUSTAINED BY THE CONTRACTOR.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND PROVIDING TEMPORARY UTILITY AND POWER AS NECESSARY FOR ALL

PROPOSED WORK.

CP3

CP4

401 40

5 40

1 41

1 40

2 40 3 40

5 40 6 40

413 41

DRAWING NO.PROJECT NO.

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207 SENATE AVENUE

CAMP HILL, PA 17011-2316

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, D en ni s

B.

DATE

AJG DBM CNB JRB 68678 3 OF 8

EXISTING SITE PLAN

MODIFICATIONS TO THE BOAT RAMP AT

PRAIRIE CREEK

WILLIAMSON COUNTY, ILLINOIS

C1

NOVEMBER 2021

BOAT RAMP

(CONCRETE)

GRAVEL

GRAVEL

DOCK

GRASS

GRASS

GRASS

GRASS

GRASS

CONCRETE

PATH

CONCRETE

PATH

SIGN

SIGNS

SIGN

SIGN

SIGN

GUY LIGHT POLE

GUY LIGHT POLE

RIGHT-OF-WAY

SIGNS

SIGN

PARKING

(ASPHALT)

TREE

TREE

VEGETATED

AND

DEBRIS

RIP RAP

RIP RAP

RIP RAP

MONITORING

WELL, TYP.

SIGNS

I L L I N O I S R O U T E 1 3

WOODEN

INFORMATION

BOARD

UNDERGROUND

CABLE MARKER

POST

TELEPHONE

PEDESTAL

RIGHT-OF-WAY

MARKER

12" CMP

INV. 411.61

INV. 411.69

12" CMP

INV. 410.98

INV. 410.80

TELEPHONE

PEDESTAL

WOODED

GRASS

GRASS

GRASS

C A

M P

G R

O U

N D

D

R I

V E

(A

SP

H

AL

T)

HEADWALL

24" RCP

INV. 406.82

C R A B O R C H A R D L A K E

NORMAL POOL= 405.0

CP3 393,304.19 757,500.95 411.24 PK NAIL IN MACADAM

CP4 393,170.83 757,698.68 414.91 PK N AIL IN MACADAM

GENERAL NOTES:

1. MAPPING SOURCES AND DATUM: THE FOLLOWING NOTES PERTAIN TO ALL MAPPING

PRESENTED IN THESE DRAWINGS.

a. SITE SURVEY PERFORMED BY GANNETT FLEMING AUGUST 30, 2021.

b. VERTICAL DATUM IS NAVD 88 COMPUTED USING GEOID12B.

c. GRID IS ILLINOIS STATE PLANE COORDINATE SYSTEM EAST ZONE, NAD 83 (2011).

d. ELEVATIONS SHOWN ARE IN FEET.

e. DRAWING UNITS ARE IN US SURVEY FEET.

SCALE IN FEET

-0- 3030 60

EXISTING SITE PLAN

B-1

MW-10

MW-9

MW-4

MW-3 MW-11

MW-25

MW-12

MW-13

MW-7R

MW-7RD

MW-14

MW-22

MW-23

MW-21

VP-2

MW-5

MW-17R

MW-15

MW-19D

MW-19

4 40

8 40

-15.00%

-15.00%

-15.00%

407.00

407.00

400.00

400.00

0+00

1+00

BP

: 0

+0 0.

PI

: 1

+0 0.

27.5'

27.5'

STATION=0+31.50

OFFSET=-27.50

TOP OF RAMP/

BEGIN WALL

N. 393403.93 E. 757474.05

N. 393390.25 E. 757374.98

STATION=0+78.17

OFFSET=-27.50

BOTTOM OF RAMP

STATION=0+78.17

OFFSET=27.50

BOTTOM OF RAMP

STATION=0+86.50

OFFSET=-27.50

PI WALL

STATION=0+31.50

OFFSET=27.50

TOP OF RAMP

STATION=0+86.50

OFFSET=-31.17

END OF WALL

55' SHEET PILE WALL

3.67'

DRAWING NO.PROJECT NO.

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SHEET NO. DATE BY CHK APPR

DESIGNED DRAWN CHECKED APPROVED

SHEET

NO.

207 SENATE AVENUE

CAMP HILL, PA 17011-2316

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\C iv il\

C ra b O rc ha rd C am pg ro un d D riv e

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DATE

AJG DBM CNB JRB 68678 5 OF 8

CONCRETE BOAT RAMP PLAN

MODIFICATIONS TO THE BOAT RAMP AT

PRAIRIE CREEK BOAT RAMP

WILLIAMSON COUNTY, ILLINOIS

C3

NOVEMBER 2021

C R A B O R C H A R D L A K E

NORMAL POOL= 405.0

GRASS

GRASS

MONITORING

WELL, TYP.

46.67'

NEW RAMP CONSTRUCTION

8'

V-GROVE

11.67'

CONTRACTOR SHALL COORDINATE

CONNECTION OF NEW RAMP TO

GRAVEL PARKING AREA

B C4

B C4

A C

A C

A4 C6

C C6

LEGEND:

DENOTES NEW RIPRAP

DENOTES NEW REINFORCED CONCRETE

BOAT RAMP

C.J.

C.J.

C.J.

GRASS

11.67'

11.67'

55' 18.33'

LAN

E

18.33'

LAN

E

18.33'

LAN

E

SCALE IN FEET

-0- 55 10

REINFORCED CONCRETE BOAT RAMP PLAN

SHEET PILE WALL

EX. RIP RAP

C.J.

C.J.

11.67'

EDGE OF CONCRETE

BOAT RAMP

18" RR3 RIPRAP ON

6" RR1 RIPRAP BEDDING

18" RR3 RIPRAP EDGE ON

6" RR1 RIPRAP BEDDING

10.5'

3 40

4 40 5 40

8 40

1 40

2 40 3 40

4 40 6 40

7.

400.00

400.00

400.00

407.00

407.00

407.00

401.00

407.00

407.00 402.00

400.00

407.00

400.00 407.00

DRAWING NO.PROJECT NO.

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DESIGNED DRAWN CHECKED APPROVED

SHEET

NO.

207 SENATE AVENUE

CAMP HILL, PA 17011-2316

Z:

\C iv il\

C ra b O rc ha rd C am pg ro un d D riv e

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DATE

AJG DBM CNB JRB 68678 7 OF 8

GRADING PLAN

MODIFICATIONS TO THE BOAT RAMP AT

PRAIRIE CREEK

WILLIAMSON COUNTY, ILLINOIS

C5

NOVEMBER 2021

SCALE IN FEET

-0- 1010 20

GRADING PLAN

LEGEND:

DENOTES NEW RIPRAP

DENOTES NEW REINFORCED CONCRETE

BOAT RAMP

GRASS

SIGN

MONITORING

WELL, TYP.

C R A B O R C H A R D L A K E

NORMAL POOL= 405.0

GRASS

GRAVEL

GRAVEL

GRASS

GRASS

RIGHT-OF-WAY

RIP RAP

RIP RAP

RIP RAP

55' WIDE REINFORCED

CONCRETE BOAT RAMP,

SEE SHEET C3 FOR LAYOUT

18" RR3 RIPRAP ON

6" RR1 RIPRAP

BEDDING

18" RR3 RIPRAP ON

6" RR1 RIPRAP

BEDDING

SHEET PILE WALL,

TOP ELEV. 407.00

SEE SHEET C3 FOR LAYOUT

B1 C8

A1 C8

A4 C8

B4 C8

D C8

C1 C8

C C8

8" 6"

EPOXY #4 @ 12"

O.C., E.W (TYP.)

1"

CONCRETE BOAT RAMP EDGE DETAIL

NOT TO SCALE

EPOXY #4 @ 12"

O.C., E.W (TYP.)

8" BASE COURSE AGGREGATE

#10 (CA10) PER ILLINOIS DOT STANDARDS

COMPACTED TO 98% (TYP.)

CONCRETE BOAT RAMP EDGE DETAIL

NOT TO SCALE

GEOTEXTILE FABRIC (TYP)

2' -0

3" TYP

COVER

EPOXY #4 @ 12"

1'-0"

1'-0"

8" MIN. TYP.

(CA# 10)

8'-0" ALONG EDGE (TYP.)

RR1 AND RR3 AS PER

ILLINOIS DOT STANDARD

EL. 400.00

(END CONC)

15% SLOPE

12" TO

16"

6" TO

9"

2' -0

3" TYP.

COVER

RR1

RR3

8" BASE COURSE AGGREGATE

#10 (CA10) PER ILLINOIS DOT STANDARDS

COMPACTED TO 98% (TYP.)

GEOTEXTILE FABRIC (TYP)

CONCRETE BOAT RAMP EDGE DETAIL

NOT TO SCALE

CONCRETE BOAT RAMP EDGE DETAIL

NOT TO SCALE

1" 1"

1" 2"

1" 1"

45°'

1"

TYPICAL KEYED CONSTRUCTION JOINT

NOT TO SCALE C1CONSTRUCTION

JOINT (TYP.)

V-GROOVE DETAIL

NOT TO SCALE

V-GROOVES: 1"X1" @ 60°

TO RAMP, JOINT CONTINUE

ACROSS ALL JOINTS

V-GROOVE SECTION

NOT TO SCALE

1"

1"

45°'

DRAWING NO.PROJECT NO.

TITLE

R

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N

S

SHEET NO. DATE BY CHK APPR

DESIGNED DRAWN CHECKED APPROVED

SHEET

NO.

207 SENATE AVENUE

CAMP HILL, PA 17011-2316

Z:

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C ra b O rc ha rd C am pg ro un d D riv e

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P M

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By : M cF ar la nd

, D en ni s

B.

DATE

AJG DBM CNB JRB 68678 8 OF 8

CONCRETE BOAT RAMP

DETAILS

MODIFICATIONS TO THE BOAT RAMP AT

PRAIRIE CREEK

WILLIAMSON COUNTY, ILLINOIS

C6

NOVEMBER 2021

SHEET PILE WALL

6" TOPSOIL

15% SLOPE

EXISTING

GRAVEL PARKING

SHEET PILE WALL

6" TOPSOIL

EPOXY #4 @ 12"

O.C., E.W (TYP.)

GEOTEXTILE FABRIC (TYP)

B2 C8

CONCRETE BOAT RAMP JOINT DETAIL

NOT TO SCALE B3

C8

CONCRETE BOAT RAMP JOINT DETAIL

NOT TO SCALE

CJ TYPICAL KEYED

CONSTRUCTION JOINT

DETAIL

CJ TYPICAL KEYED

CONSTRUCTION JOINT

DETAIL

15% SLOPE 3"

C

O

VE

R (T

YP

GEOTEXTILE FABRIC (TYP)

A2 C8

CONCRETE BOAT RAMP EDGE DETAIL

NOT TO SCALE

A3 C8

CONCRETE BOAT RAMP EDGE DETAIL

NOT TO SCALE

8" BASE COURSE AGGREGATE

#10 (CA10) PER ILLINOIS DOT STANDARDS

COMPACTED TO 98% (TYP.)

8" 6"

1"

EPOXY #4 @ 12"

O.C., E.W (TYP.)

15% SLOPE

EL. 407.00

(END CONC)

TOP SHEET PILE

EL. 407.00 TOP SHEET PILE

EL. 407.00

ELEVATION

VARIES

ELEVATION

VARIES