2516 Drawings.pdf

DATE REVISION

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K04525005

NOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.

C O

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H E

E T

DESIGNED BY: BRB

DRAWN BY: AJT / BRB

CHECKED BY: BWM

DATE CHECKED: 08/15/2025

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DWG 1 OF 4 DWGS

08/15/25 ISSUED FOR BID

07/18/25 ISSUED FOR REVIEW

06/25/25 ISSUED FOR APPV'L

SHEET INDEX

SHEET

NUMBER SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES & LEGEND

3 SITE LOGISTICS PLAN

4 SITE IMPROVEMENTS PLAN

PROJECT LOCATION

KENOSHA COUNTY

GENERAL LOCATION MAP PROJECT LOCATION MAPPROJECT AREA MAP

52ND ST (STH 158)

248TH

A

VE

7TH ST (CTH BB)

BRIGHT DALE LINKS

GOLF COURSE

BRIGHTON DALE LINKS

GOLF COURSE

ISSUED FOR BID (IFB)

NOT FOR CONSTRUCTION

PROPOSED

IMPROVEMENTS

G E

N E

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L N

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TE

S

L E

G E

N D

DESIGNED BY: BRB

DRAWN BY: AJT / BRB

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DWG 2 OF 4 DWGS

DATE REVISION

PROJECT No.

DRAWING No.

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K04525005

NOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.

AC

ANTENNA

CATTLE

PASS

DS

LIFT

STATION

MB

PK

PUMP

N__T

R__E__ __

RISER

_T _ N

_ E_

R

SEPTIC

TANK

SEPTIC

VENT

TANK

W

VENT

W

WC

W

W

W

CO

G

G

GR

CTV

T

T

T

E

E

E

E

XF

SPRINKLER CONTROL BOX

YARD LIGHT

TRANSFORMER BOX

STREET LIGHT

POWER POLE W/TRANSFORMER & LIGHT

POWER POLE W/TRANSFORMER

POWER POLE WITH LIGHT

POWER POLE

PARKING LOT LIGHT SINGLE

PARKING LOT LIGHT DOUBLE

ORNAMENTAL STREET LIGHT

HANDHOLE

FLOOD LIGHT

ELECTRIC PEDESTAL

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

WATER VALVE

WATER MANHOLE

WATER METER

WELL

WATER SERVICE BOX

FLUSH OUT HYDRANT

FIRE HYDRANT

TELEPHONE PEDESTAL PAY PHONE

TELEPHONE PEDESTAL

TELEPHONE MANHOLE

TELEPHONE POLE

TELEPHONE BOOTH

TELEPHONE BOX

SATELLITE DISH

CABLE TV PEDESTAL

SECTION CORNER

RIGHT-OF-WAY MARKER

QUARTER CORNER

TRAVERSE POINT

PK NAIL

MONUMENT

DATA COLLECTION POINT

CHISLED X

BENCHMARK

STORM MANHOLE

INLET AT CURB

END SECTION CONCRETE

DOWNSPOUT

CATCH BASIN SQUARE

CATCH BASIN

END SECTION METAL

SEPTIC TANK VENT

SEPTIC TANK

SANITARY MANHOLE

LIFT STATION

CLEANOUT

RAILROAD CROSSBUCK

RAILROAD CROSSING GATE

RAILROAD FLASHING SIGNAL

REFLECTIVE PAVEMENT MARKER 2 WAY

REFLECTIVE PAVEMENT MARKER 1 WAY

GAS VENT PIPE

GAS VALVE

GAS REGULATOR

GAS METER

GAS SERVICE BOX

SPRINKLER HEAD

DRAINAGE MARKER

DELINEATOR

CATTLE PASS

BOLLARD

ANTENNA

AIR CONDITIONER

SOIL BORING

CORES IN PAVEMENT

TRAFFIC SIGNAL PED. PUSH BUTTON

TRAFFIC SIGNAL PED. SIGNAL HEAD

TRAFFIC SIGNAL POST 3 WAY

TRAFFIC SIGNAL POST 2 WAYTRAFFIC SIGNAL POST 1 WAY

TRAFFIC SIGNAL MAST ARM

STRAIN POLE

JUNCTION BOX

VENT PIPE

VALVE UNKNOWN

UTILITY WARNING SIGN

UTILITY RISER AT POLE

PUMP

MANHOLE

METER UNKNOWN

INSPECTION WELL

STUMP

DECIDUOUS TREE

CONIFEROUS TREE

BUSH

TRAFFIC SIGN

STREET SIGN

PRIVATE SIGN POST

WITNESS CORNER

SET PK NAIL

SET #10 REBAR

SET 3/4" REBAR

FOUND/SET SECTION CORNER

FOUND/PLACE CHIS "X"

FOUND SPIKE

FOUND PK NAIL

FOUND MISC

FOUND MISC

FOUND RR SPIKE

FOUND 2' IP

FOUND 1/4" IR

FOUND 3/4" REBAR

IRON PIN FOUND

GATE POST

TANK

POST OR MISC. POLE

PARKING METER

PILLAR

PARKING BLOCK

MAILBOX

GUY WIRE

FLAG POLE

SYMBOL LEGEND

TRAFFIC SIGNAL CONTROLLER

GAS TANK FILLER CAP

GUY POLE

SPIGOT WATER SPIGOT

CABLE TV (FIBER OPTIC) LINE

CABLE TV LINE

BREAK

PROPOSED ACCESS CONTROL

EXISTING ACCESS CONTROL

PROPERTY LINE

PM CROSSWALK

PERMANENT EASEMENT

SANITARY LATERAL

KEYWAY

HEDGE LINE

HEATED WATER

PROPOSED HAND RAIL

EXISTING HAND RAIL

PROPOSED GUARD RAIL

EXISTING GUARD RAIL

GAS (SIZE)

EXISTING FLOW LINE

FIBER OPTIC LINE

FENCE

OVERHEAD ELECTRIC LINE

ELECTRIC CONDUIT

DITCH RIGHT (PROFILE)

DITCH LEFT (PROFILE)

COMMUNICATION LINE

OVERHEAD CABLE TV LINE

AC

AC

CATV

CATV(FO)

OHCATV

COM

OHE

UGE

X X X

FO

G 12''

HW

LAT LAT LAT

REVERSE SLOPE

REMOVAL - 2

REMOVAL - 1

RAW WATER LINE (SIZE)

RAIL ROAD TRACKS

WATER IRRIGATION LINE

WATER LINE (SIZE)

UNDERDRAIN LINE

TREE LINE

PROPOSED TOP/BOTTOM OF SLOPE

EXISTING TOP/BOTTOM OF SLOPE

TEMPORARY TREE EASEMENT

TEMPORARY CONSTRUCTION EASEMENT - 2

TEMPORARY CONSTRUCTION EASEMENT - 1

UNDERGROUND TELEPHONE

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE (FIBER OPTIC)

OVERHEAD TELEPHONE (FIBER OPTIC)

STORM EXISTING

STAGE CONSTRUCTION JOINT

SILT FENCE

DWG PILING

SECTION LINE

SANITARY PIPE

SANITARY FORCE MAIN

RW 24''

X X X X X X X X X X X X X X X X X X X X X X X X X X X X

OHT(FO)

UGT(FO)

OHT

UGT

W 10''

IRRW

UNDERGROUND ELECTRIC LINE

PROPOSED RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY

STORM PROPOSED

COMBINATION SEWER PIPE

PROJECT CONTACT INFORMATION

Know what'sbelow.

before you dig.Call

R

DIGGER'S HOTLINE

(800) 242-8511 (TOLL FREE)

KENOSHA COUNTY

MATT STURINO

DIRECTOR

DIV. OF FACILITIES MAINTENANCE

19600 75TH STREET

BRISTOL, WI 53104

(262) 653-2548 OFFICE

CLARK DIETZ, INC.

BEN METZLER, P.E.

625 57TH STREET, 6TH FLOOR

KENOSHA, WI 53140

(262) 650-1550

ABBREVIATIONS

AGG. AGGREGATE

ASPH ASPHALT SURFACE

BC, BOC, B/C BACK OF CURB

CONC CONCRETE SURFACE

CL, C/L CENTER LINE

EP, EOP, E/P EDGE OF PAVEMENT

FL, F/L FLOW LINE

R/L REFERENCE LINE

RP RADIUS POINT

RW, R/W, ROW RIGHT-OF-WAY

NML NORMAL

EB EAST BOUND

WB WEST BOUND

SPCL SPECIAL

1. A FIELD VISIT WAS CONDUCTED BY THE ENGINEER (CLARK DIETZ, INC.) ON MAY 29, 2025 TO VISUALLY INSPECT EXISTING CONDITIONS AND COMPLETE A TOPOGRAPHIC SURVEY OF THE PROJECT SITE. THE CONTRACTOR SHALL CONDUCT A SITE VISIT TO VERIFY EXISTING CONDITIONS AND PROPOSED IMPROVEMENTS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES OR CONFLICTS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, GRADES, AND FIELD CONDITIONS PRIOR TO BEGINNING WORK. ANY DISCREPANCIES

SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION.

3. EXISTING UTILITIES ARE SHOWN BASED ON AVAILABLE RECORDS AND FIELD SURVEY. THE CONTRACTOR SHALL CONTACT DIGGERS HOTLINE AND IS RESPONSIBLE FOR FIELD-VERIFYING THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. PROTECT ALL EXISTING UTILITIES DURING WORK.

4. THE CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE WORK AREA AT ALL TIMES. AT THE END OF EACH DAY’S OPERATIONS, OR AS DIRECTED BY THE ENGINEER OR OWNER’S REPRESENTATIVE, THE CONTRACTOR SHALL REMOVE ALL DIRT, DEBRIS, AND MATERIAL TRACKED FROM THE WORK SITE. DUST SHALL BE CONTROLLED BY MANUAL SWEEPING, MECHANICAL SWEEPING, OR OTHER APPROVED MEANS. ALL STREET CLEANING, DUST CONTROL, AND HOUSEKEEPING OPERATIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

5. ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE SHALL BE INSPECTED BY THE CONTRACTOR AT LEAST WEEKLY AND WITHIN 24 HOURS FOLLOWING ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. ANY NECESSARY REPAIRS OR MAINTENANCE SHALL BE COMPLETED WITHIN 24 HOURS OF

INSPECTION.

6. ALL DISTURBED AREAS SHALL BE RESTORED TO A CONDITION CONSISTENT WITH ADJACENT UNDISTURBED AREAS, INCLUDING FINAL GRADING, SURFACE

TREATMENT, AND VEGETATION.

7. ALL DISTURBED AREAS SHALL BE RESTORED WITH A MINIMUM OF 4 INCHES OF TOPSOIL, SEED, AND EROSION CONTROL MATTING IN ACCORDANCE WITH WDNR

STANDARDS, THE PLAN DETAILS, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

8. EXISTING ASPHALT PATHS TO BE REMOVED SHALL BE NEATLY SAWCUT AT REMOVAL LIMITS TO PREVENT DAMAGE TO ADJACENT SURFACES.

9. ASPHALT MIX DESIGN INFORMATION SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF ANY NEW

ASPHALT MATERIAL.

10. WHERE WORK IS SHOWN WITHOUT A CORRESPONDING PAY ITEM, THAT WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

11. ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY TO RETURN THE SITE TO EXISTING CONDITIONS OR BETTER SHALL BE CONSIDERED INCIDENTAL TO THE

PROPOSED ASPHALT CART PATH CONSTRUCTION.

12. UNLESS OTHERWISE SPECIFIED, ALL COSTS ASSOCIATED WITH STAKING, SAWCUTTING, EXCAVATION SUPPORT, DEWATERING, RESTORATION, UTILITY COORDINATION, AND TRAFFIC CONTROL SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNIT PRICES.

GENERAL NOTES

WE ENERGIES - ELECTRIC

JASON CHAPIN

(920) 621-6903

JASON.CHAPIN@WE-ENERGIES.COM

WE ENERGIES - GAS

CHRIS DEGRAVE

500 SOUTH 116TH STREET

WEST ALLIS, WI 53214

(262) 886-7018

CHRIS.DEGRAVE@WE-ENERGIES.COM

AT&T

MICHAEL VANBOVEN

411 7TH STREET

RACINE, WI 53403

(262) 636-0514

MV3658@ATT.COM

SPECTRUM / CHARTER COMMUNICATIONS

PETE KRUZELA

(414) 908-1339

PETE.KRUZELA@CHARTER.COM

06/25/25 ISSUED FOR APPV'L

50'

CONTRACTOR'S MATERIAL

& SPOILS STORAGE AREA

LOCATION OF PROPOSED

CART STORAGE ADDITION

CONTRACTOR'S DESIGNATED

PARKING & STAGING AREA

DRIVING

RANGE

PRACTICE

GREEN

CLUB

HOUSE

TEE BOX

RED PINE

(HOLE #1)

CLUB HOUSE PARKING LOT

MAINT.

BLDG MAINT.

BLDG

MAINT.

BLDG

MAINT.

BLDG

GREEN

WHITE BIRCH

(HOLE #18)

CART WASHING &

STORAGE AREA

TEE BOXES

WHITE BIRCH

(HOLE #1)

TEE BOXES

BLUE

SPRUCE

(HOLE #1)

TEE BOXES

WHITE BIRCH

(HOLE #10)

FAIRWAY

WHITE BIRCH

(HOLE #10)

ACCESS ROAD (A

SPH.)

ACCESS RO

AD (ASPH.)

ACCESS ROAD (ASPH.)

ACCESS ROAD (ASPH.)

DATE REVISION

PROJECT No.

DRAWING No.

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K04525005

NOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.

S

IT

E L

O G

IS

TI

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P

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DESIGNED BY: BRB

DRAWN BY: AJT / BRB

T H

S T R E E T

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F L O O R

K E N O S H A

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P H O N E w c l a r k d i e t z c o m

DWG 3 OF 4 DWGS

06/25/25 ISSUED FOR APPV'L

SHEET NOTESLEGEND

CONTRACTOR'S DESIGNATED MATERIAL AND SPOILS STORAGE AREA

CONTRACTOR'S DESIGNATED PARKING & STAGING AREA

Feet 0 50 100

CONTRACTOR'S DESIGNATED CONSTRUCTION ACCESS ROUTE

(FROM STAGING AREA TO LOCATION OF PROPOSED CART STIORAGE ADDITION)

SITE LOGISTICS PLAN

844844

146.0'

50.0'

EXISTING CART

WASHING AND

STORAGE AREA

EXIST. ELEC.

EQUIPMENT

CLUB HOUSE

E

E XF

BM.#610

CHISX

ELEV.=849.82

W

36"

24"

U G

E

ASPH. CART PATH

ASPH. CART PATH

SIDEWALK

SIDEW

ALK

SPRINKLER VALVES

SPRINKLER HEAD GRASS

GRASS

PRACTICE GREEN

ASPH. CART PATH

ASPH. CART PATH

ASPH. CART PATH

CONC.

ASPH.

ASPH. PARKING LOT

CONC.

ASPH.

BUSHES

BUSHES

FF=850.4

GRASS

844.29

5.7

846.05

845.86

846.32

846.72

847.07

846.56

5.

4.

847.29 846.06

846.30

846.34

845.18

844.91

844.24

GRADE DITCH TO DRAIN

TO EXISTING YARD DRAIN

RIM = 843.12

4.3

3.4

4.

4.0%

3.2%

1.8

1.6

2.0

1.6

4.6%

1.7%

3.4%

DATE REVISION

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

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K04525005

NOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.

S

IT

E

IM

P R

O V

E M

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TS

P

LA

N

DESIGNED BY: BRB

DRAWN BY: AJT / BRB

T H

S T R E E T

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F L O O R

K E N O S H A

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P H O N E w c l a r k d i e t z c o m

DWG 4 OF 4 DWGS

06/25/25 ISSUED FOR APPV'L

SHEET NOTES

LEGEND

SUMMARY OF QUANTITIES

HMA SURFACE (5 MT 58-28 S), 1.5" LIFT

HMA BINDER (3 MT 58-28 S), 1.5" LIFT

AGGREGATE BASE DENSE, 8" LIFT

SODDING

TOPSOIL, 4"

PROPOSED PAVEMENT SECTION

HMA SURFACE (5 MT 58-28 S), 1.5" LIFT

HMA BINDER (3 MT 58-28 S), 1.5" LIFT

SODDING (NO.40 - LAWN MIX)

PULVERIZED TOP SOIL, 4" LIFT

1 4H : 1V PREFERRED (3H : 1V MAX.)

1 2

2 1.5% PREFERRED (0.5% MIN. / 5.0% MAX.)

AGGREGATE BASE DENSE, 8" LIFT

EXISTING ASPHALT PATH, 3"

(ASSUMED)

EXISTING AGG. BASE, 8"

(ASSUMED)

EXISTING

TURF

UNDISTURBED EARTH

40'0' 20'

PROPOSED DITCH FLOW LINE

REMOVING ASPHALTIC SURFACE BUTT JOINTS, 1.5" DEPTH

2.0'

BUTT JOINT, 1.5" DEPTH