Drawings-Specifications_Crab_Orchard_NWR_Playport_Marina.pdf

DRAWING NO.PROJECT NO.

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SHEET

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207 SENATE AVENUE

CAMP HILL, PA 17011-2316

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AJG DBM CNB JRB 68678 2 OF 7

GENERAL NOTES,

ABBREVIATIONS AND LEGEND

MODIFICATIONS TO THE BOAT RAMP AT

PLAYPORT MARINA

WILLIAMSON COUNTY, ILLINOIS

G1

OCTOBER 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

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.

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. 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.

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

5. 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.

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:

CP1

CP2

411412

410411

416416

DRAWING NO.PROJECT NO.

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DESIGNED DRAWN CHECKED APPROVED

SHEET

NO.

207 SENATE AVENUE

CAMP HILL, PA 17011-2316

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DATE

AJG DBM CNB JRB 68678 3 OF 7

EXISTING SITE PLAN

MODIFICATIONS TO THE BOAT RAMP AT

PLAYPORT MARINA

WILLIAMSON COUNTY, ILLINOIS

C1

OCTOBER 2021

SCALE IN FEET

-0- 3030 60

PLAYPORT ROAD

(ASPHALT)

BUILDING

BOAT RAMP

(CONCRETE)

ASPHALT

ASPHALT

GRASS

GRASS

GRASS

GRASS

CONCRETE

WALK

BOAT SLIPS

ASPHALT PARKING

ROCK AND

EARTHEN

ROCK AND

EARTHEN

RIP RAP

RIP RAP

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

NORMAL POOL= 405.0

3 - BOLLARDS

ELECTRIC

SERVICE PANELS

ELECTRIC

TRANSFORMER

TREE TREE

SIGN PVC PIPE

BOARDING

FLOAT

BOARDING

RAMP

SIGN

TELEPHONE

PEDESTAL

GUY

ELECTRIC

POLE

ELECTRIC

POLE

GUY SPIGOT

LIGHT POLE

WATER

VALVE

WOODED

4" CIP

INV. 413.84

INV. 415.19

VEGITATED

AND ROCK

CLEANOUT

CONCRETE

PAD

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.

CP1 391,115.34 750,360.80 409.68 PK NAIL IN MACADAM

CP2 391,312.87 750,137.14 410.91 PK N AIL IN MACADAM

LIGHT POLE

WATER

SERVICE

ASPHALT PARKING

EXISTING SITE PLAN

AutoCAD SHX Text

HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS

AutoCAD SHX Text

ID

AutoCAD SHX Text

NORTH (FT.)

AutoCAD SHX Text

EAST (FT.)

AutoCAD SHX Text

ELEVATION (FT.)

AutoCAD SHX Text

DESCRIPTION

CP1

411412

410411

416416

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DESIGNED DRAWN CHECKED APPROVED

SHEET

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207 SENATE AVENUE

CAMP HILL, PA 17011-2316

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D em ol iti on .d w g

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, P lo tte d

By : M cF ar la nd

, D en ni s

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DATE

AJG DBM CNB JRB 68678 4 OF 7

DEMOLITION PLAN

MODIFICATIONS TO THE BOAT RAMP AT

PLAYPORT MARINA

WILLIAMSON COUNTY, ILLINOIS

C2

OCTOBER 2021

PLAYPORT ROAD

(ASPHALT) BOAT RAMP

(CONCRETE)

ASPHALT

ASPHALT

GRASS

GRASS

GRASS

GRASS

CONCRETE

WALK

BOAT SLIPS

ASPHALT PARKING

ROCK AND

EARTHEN

ROCK AND

EARTHEN

RIP RAP

RIP RAP

3 - BOLLARDS

ELECTRIC

SERVICE PANELS

ELECTRIC

TRANSFORMER

TREE TREE

SIGN PVC PIPE

BOARDING

FLOAT

BOARDING

RAMP

SIGN

TELEPHONE

PEDESTAL

GUY

ELECTRIC

POLE

ELECTRIC

POLE

GUY

LIGHT POLE

WOODED

4" CIP

INV. 413.84

INV. 415.19

VEGETATED

AND ROCK

KEY NOTES:

3 REMOVE PORTION OF ASPHALT ROAD AND SUBGRADE

4 REMOVE PORTION OF CONCRETE BOAT RAMP AND SUBGRADE

1 NEATLY SAWCUT PAVEMENT AT LIMIT OF REMOVAL

5 EXCAVATE AREA DEPICTED HEREON AT END OF PROPOSED RAMP

TO ELEVATION 399.8 TO FACILITATE BOAT LAUNCHING

21 3

LEGEND:

DENOTES REMOVAL OF ASPHALT ROAD

DENOTES REMOVAL OF BOAT RAMP

DENOTES REMOVAL OF MATERIALS

GENERAL NOTES:

1. CONTRACTOR TO PRECLEAN ALL EQUIPMENT PRIOR TO ARRIVING ON

SITE SO AS NO TO CONTAMINATE CONSTRUCTION SITE (WATER IN

PARTICULAR) WITH GREASE, DUST SOIL, INVASIVE SPECIES, ETC.)

2. CONTRACTOR IS TO REQUIRED TO MAINTAIN A SPILL CONTAMINANT

KIT, PER OSHA STANDARDS, TO RESPOND TO HAZARDOUS WASTE

RELEASE/CONTAMINATION (EG. GAS SPILL, EQUIPMENT HYDRAULIC

LEAK, ETC.) DURING THE CONSTRUCTION PROJECT. ANY

CONTAMINATION IS REQUIRED TO BE IDENTIFIED TO GOVERNMENT

PERSONNEL FOR MONITORING AND CLEANUP COORDINATION.

A. IF MORE THAN 5 GALLONS OF CONTAMINATION IS RELEASED,

CONTRACTOR IS REQUIRED TO NOTIFY ILLINOIS EPA IN

ADDITION TO GOVERNMENT PERSONNEL.

3. EXCAVATED MATERIAL AND DEBRIS IS TO BE PROPERLY DISPOSED OF

OFF-SITE.

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

NORMAL POOL= 405.0

SPIGOT

WATER

VALVE

CLEANOUT

CONCRETE

PAD

BUILDING

LIGHT POLE

WATER

SERVICE

ASPHALT PARKING

REMOVE BOARDING FLOAT PILES. STORE FLOAT FOR REUSE;

DISCARD PILES

SCALE IN FEET

-0- 3030 60

DEMOLITION PLAN

410411

0+00 1+00 2+00 3+00 4+00 4+76

BP

: 0

+0 0.

N

. 3

5.

E.

3.

EP

: 4

+7 5.

N

. 3

6.

E.

8.

1 400

406407409

-10.72% -1.00%

-2 .0

0%

-2 .0

0%

DRAWING NO.PROJECT NO.

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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 M ar in a Bo at R am p\ dw g\

C on cr et e Bo at R am p

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DATE

AJG DBM CNB JRB 68678 5 OF 7

CONCRETE BOAT RAMP PLAN

MODIFICATIONS TO THE BOAT RAMP AT

PLAYPORT MARINA

WILLIAMSON COUNTY, ILLINOIS

C3

OCTOBER 2021

PLAYPORT ROAD

(ASPHALT)

CONCRETE

WALK

ROCK AND

EARTHEN

RIP RAP

RIP RAP

BOAT SLIPS

GRASS

ASPHALT PARKING

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

NORMAL POOL= 405.0

CONCRETE

PAD

SCALE IN FEET

-0- 2020 40

CONCRETE BOAT RAMP PLAN

EXISTING ROAD

TO REMAIN MATCH EXISTING

RIPRAP

A C

A C

8.25' 16' 16' 16' 16' 16' 16' 16' 16' 8.06' 16' 16' 16' 16' 6.06'

NEW RAMP CONSTRUCTION

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

8' WIDE RIP RAP EDGE

ALONG TOE OF RAMP

C C5

V-GROOVE

DETAIL

LIMIT OF WORK

NEW ROAD CONSTRUCTION

EL

EV

AT

IO

N (F

EE

T)

PROFILE OF PLAYPORT MARINA BOAT RAMP

SCALE: 1"=10'(H)

1"=10'(V)

0+00 SW 0+20 SW 0+40 SW 0+60 SW 0+80 SW 1+00 SW 1+20 SW 1+40 SW 1+60 SW 1+80 SW 2+00 SW 2+20 SW 2+40 SW 2+60 SW 2+70 SW

0+

.0

1.

0+

.0

.3

0+

.0

.2

0+

.0

.0

0+

.0

.9

0+

.0

.8

0.

0+

.0

.6

0.

0+

.0

.4

0.

0+

.0

.1

0.

0+

.0

.9

0.

1+

.0

.6

0.

1+

.0

.3

9.

1+

.0

.0

9.

1+

.0

.7

9.

1+

.0

.3

8.

1+

.0

.0

8.

1+

.0

.7

7.

1+

.0

.3

7.

1+

.0

.9

6.

1+

.0

.5

5.

2+

.0

.2

5.

2+

.0

.9

4.

2+

.0

.5

3.

2+

.0

.2

2.

2+

.0

.8

1.

2+

.0

.5

0.

2+

.0

.2

9.

2+

.0

.8

9.

-1.00%

-10.72%

G R

AD

E

BR

EA

K

ST

A

0+

.0

EL

EV

.8

G R

AD

E

BR

EA

K

ST

A

2+

.3

EL

EV

.0

180.000VC

K=18.53

PVI STA=1+64.25

PVI ELEV=409.72

BV

C

S

TA

=0 +7

4.

BV

C

E

LE

V=

0.

EV

C

S

TA

=2 +5

4.

EV

C

E

LE

V=

0.

PROPOSED GRADE

NORMAL POOL

ELEV. 405.0

EXISTING GRADE

EXISTING

PLAYPORT ROAD

8" COURSE AGGREGATE

#10 (CA 10) PER ILLINOIS DOT STANDARD

PROFILE OF PLAYPORT MARINA BOAT RAMP

SCALE: 1"=10'(H)

1"=10'(V)

2+50 SW 2+60 SW 2+80 SW 3+00 SW 3+20 SW 3+40 SW 3+60 SW 3+80 SW 4+00 SW 4+20 SW 4+40 SW 4+60 SW

2+

.0

.5

0.

2+

.0

.2

9.

2+

.0

.8

9.

2+

.0

.5

9.

2+

.0

.1

9.

3+

.0

.8

9.

3+

.0

.5

9.

3+

.0

.2

9.

3+

.0

.8

9.

3+

.0

.4

9.

3+

.0

.1

9.

3+

.0

.8

9.

3+

.0

.4

9.

3+

.0

.9

9.

3+

.0

.6

9.

4+

.0

.3

9.

4+

.0

.0

9.

4+

.0

.7

4+

.0

.4

4+

.0

.1

4+

.0

.8

4+

.0

.6

-10.72% 0.00%

G R

AD

E

BR

EA

K

ST

A

2+

.3

EL

EV

.0

G R

AD

E

BR

EA

K

ST

A

4+

.7

EL

EV

.0

PROPOSED GRADE

NORMAL POOL ELEV. 405.0

EXISTING GRADE

8" COURSE AGGREGATE

#10 (CA 10) PER ILLINOIS DOT STANDARD

RIP RAP 1 AND RIPRAP 3

AS PER ILLINOIS DOT STANDARD

SLOPE RIP RAP EDGE

TO LAKE BOTTOM

ELEV. 399.00

DRAWING NO.PROJECT NO.

TITLE

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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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By : M cF ar la nd

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B.

DATE

AJG DBM CNB JRB 68678 6 OF 7

CONCRETE BOAT RAMP PROFILE

MODIFICATIONS TO THE BOAT RAMP AT

PLAYPORT MARINA

WILLIAMSON COUNTY, ILLINOIS

C4

OCTOBER 2021

V-GROOVE FINISH

STA 1+80.00 TO STA 2+64.31

A C4

A1 C5

CONCRETE

RAMP EDGE

DETAIL

A2 C5

CONCRETE

RAMP EDGE

DETAIL

A C4

V-GROOVE FINISH

STA 1+80.00 TO STA 2+64.31

DRAWING NO.PROJECT NO.

TITLE

R

EF

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EN

C

ES

IS

SU

E / R

EV

IS

IO

N

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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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C ra b O rc ha rd M ar in a Bo at R am p\ dw g\

D et ai ls

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PM

, P lo tte d By

: M cF ar la nd , D en ni s B.

DATE

AJG DBM CNB JRB 68678 7 OF 7

RAMP DETAILS

MODIFICATIONS TO THE BOAT RAMP AT

CRAB ORCHARD MARINA

WILLIAMSON COUNTY, ILLINOIS

C5

OCTOBER 2021

B1 C5

A1 C5 A2

C5

B2 C5

D C5

C1 C5

C C5

8" 6"

EPOXY #4 @ 12"

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

" t o

6" to

2'-0" ALONG EDGE (TYP.) RR1

AND RR3 AS PER ILLINOIS DOT

STANDARD

RR1

RR3

CONCRETE BOAT RAMP EDGE DETAIL

NOT TO SCALE

EPOXY #4 @ 12"

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

2'-0" ALONG EDGE (TYP.) RR1

AND RR3 AS PER ILLINOIS DOT

STANDARD

RR1

RR3

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)

DRILL LEG OF THE BAR TO BE BELOW THE

LINE BAR INTO PROPOSED CONCRETE FACE

FO 1/2" SMOOTH X 12" LONG, EPOXY 6"

EMBEDMENT, GREASE EXPOSED 6" LENGTH

FOR NEW CONCRETE, (SPACED AT 12" O.C. TYP.)

EL. 410.62

PROPOSED

CONCRETE

DRIVE

PROPOSED

SUBBASE

CONCRETE TO

FILL ANY VOIDS

1% SLOPE

2' -0

CENTER NEW DOWELS

IN PROPOSED SLAB

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. 399.00

(END CONC)

10.72 % SLOPE

12" TO

16"

6" TO

9"

2' -0

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°'

3" TYP

COVER

3" TYP.

COVER