2611 Drawings.pdf

PDF 6 MB Posted Apr 17, 2026

Attached to: Kenosha County Detention Center Paving Rehabilitation - Phase 3
Solicitation number: 2611
Issued by: Kenosha County, Kellnersville Village, Wisconsin

About this file

Written by GovTribe AI · Apr 22, 2026

This is a bid set drawing document for the Kenosha County Detention Center (KCDC) Paving Rehabilitation Phase 3 project located at 4777 88th Avenue in Kenosha, Wisconsin. The project encompasses pavement and parking lot rehabilitation work organized into three construction stages. The drawings include a cover sheet, general notes, proposed overview map, stage-specific site plans for Stages 1, 2, and 3, and a proposed parking lot site plan. The project involves HMA pavement replacement with a 3-inch surface course and 2.5-inch binder course, concrete pavement removal and replacement, milling operations, aggregate base installation, and storm water pond modifications. The contractor must provide 72-hour notice before commencing work on each stage, maintain continuous construction once a stage begins, and ensure the Sally Port remains accessible via either entrance or exit. All erosion control measures require inspection at minimum weekly and within 24 hours after rainfall of 0.5 inches or more, with necessary repairs completed within 24 hours of inspection.

The contractor is responsible for conducting a field survey to verify existing drainage patterns, utility locations, and site conditions prior to construction. A proof roll using a fully-loaded three-axle dump truck is required after milling or pavement removal to identify soft spots and unsuitable materials requiring undercut removal. All structures within pavement limits must be adjusted, including manhole and inlet cover replacements with new adjustment rings. Asphalt and concrete mix designs require engineer approval prior to placement. The contractor must contact the Diggers Hotline to locate utilities and is responsible for protecting existing utilities during construction. For Stage 3 work, the contractor must provide temporary chain-link fencing for vehicle storage and allow the owner four days to relocate impounded vehicles after fence installation. Parking lot markings require yellow paint for stalls and white paint for no-parking cross-hatching. Pond modifications require stripping and stockpiling the first four inches of topsoil, which must be reused after excavation and prior to restoration work.

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Other files

File	Type	Posted
Vendor Responsibility Form Construction.pdf	PDF	Apr 17, 2026
2611 Bid Documents.pdf	PDF	Apr 17, 2026
2611 Specifications - Project Manual.pdf	PDF	Apr 17, 2026
2611 Addendum 1.pdf	PDF	Apr 17, 2026

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SHEET INDEX

SHEET

NUMBER SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES

3 PROPOSED OVERVIEW MAP

4 PROPOSED SITE PLAN - STAGE 1

5 PROPOSED SITE PLAN - STAGE 2

6 PROPOSED SITE PLAN - STAGE 3

7 PROPOSED PARKING LOT - SITE PLAN

PROJECT LOCATION

KENOSHA COUNTY

GENERAL LOCATION MAP PROJECT LOCATION MAP

PROJECT AREA MAP

52ND ST (STH 158)

88TH

VE (C

38TH ST (CTH S)KENOSHA COUNTY

DETENTION CENTER

KENOSHA COUNTY

DETENTION CENTER

(KCDC)

KENOSHA REGIONAL

AIRPORT

DATE REVISION

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

D R A W I N G

T I T L E

K E

N O

S H

A C

O U

D E

N C

E N

C D

P A

G R

E H

A B

O N

P H

A S

K04525004

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

"BID SET"

C O

V E

R S

H E

E T

DRAWN BY: AJA

CHECKED BY: BWM

DATE CHECKED: 4/14/26

T H

S T R E E T

T H

F L O O R

K E N O S H A

W I

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

DWG 1 OF 7 DWGS

4/14/26 BID SET

G E

N E

R A

L N

DRAWN BY: AJA

T H

S T R E E T

T H

F L O O R

K E N O S H A

W I

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

DWG 2 OF 7 DWGS

DATE REVISION

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

D R A W I N G

T I T L E

K E

N O

S H

A C

O U

D E

N C

E N

C D

P A

G R

E H

A B

O N

P H

A S

K04525004

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

"BID SET"

ANTENNA

CATTLE

PASS

LIFT

STATION

PUMP

N__T

R__E__ __

RISER

_T _ N

_ E_ R

SEPTIC

TANK

SEPTIC

VENT

TANK

VENT

CTV

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 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

CATV

CATV(FO)

OHCATV

COM

OHE

UGE

X X X

G 12''

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

UTILITIES

Know what'sbelow.

before you dig.Call

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

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

ABBREVIATIONS

AGG. AGGREGATE

BC, BOC, B/C BACK OF CURB

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 AUGUST 2024 TO VISUALLY INSPECT THE EXISTING SITE CONDITIONS FOR THE MILL AND OVERLAY PARTS OF THE PROJECT. A TOPOGRAPHIC SURVEY OF THE PROPOSED PARKING LOT AREA AND POND MODIFICATIONS WAS COMPLETED IN MARCH 2026.

THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING A SURVEY TO LOCATE AND RECORD THE EXACT POSITION, ELEVATION, AND RELEVANT DETAILS OF THE EXISTING DRAINAGE PATTERNS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THIS SURVEY INFORMATION MUST BE VERIFIED AND INCLUDED IN THE CONSTRUCTION RECORDS. ANY DISCREPANCIES OR ISSUES IDENTIFIED SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY.

2. ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED BY THE CONTRACTOR AT LEAST WEEKLY AND WITHIN 24 HOURS AFTER A RAINFALL OF 1/2-INCH OR MORE. ANY NECESSARY MAINTENANCE, INCLUDING REPAIRS OR ADJUSTMENTS, SHALL BE COMPLETED WITHIN 24 HOURS OF

INSPECTION.

3. ALL DISTURBED AREAS WITHIN THE PROJECT AREA SHALL BE RESTORED TO A CONDITION SIMILAR TO THAT OF THE SURROUNDING UNDISTURBED AREAS, INCLUDING VEGETATION, GRADING, AND SURFACE TREATMENTS.

4. ALL CONCRETE AND ASPHALT SCHEDULED FOR REMOVAL SHALL BE SAW CUT AT THE REMOVAL LIMITS TO MINIMIZE DAMAGE TO ADJACENT SURFACES. ASPHALT PAVEMENT REMOVAL SHALL INCLUDE BUTT-JOINTS AT LOCATIONS WHERE THE NEW PAVEMENT IS TO MATCH THE EXISTING PAVEMENT.

5. SUBMIT ASPHALT AND CONCRETE MIX DESIGN INFORMATION FOR APPROVAL PRIOR TO PLACING ANY PAVEMENT.

6. EXISTING UTILITIES ARE NOT SHOWN IN THE PLANS. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT DIGGERS HOTLINE FOR UTILITY LOCATES AND SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS OF THE UTILITY MAINS AND SERVICES DURING

CONSTRUCTION.

7. WHEN PROPOSED WORK IS SHOWN FOR WHICH NO PAY ITEM IS PROVIDED, SAID WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

GENERAL NOTES

1. CONTRACTOR TO GIVE A MINIMUM OF 72 HOUR NOTICE TO THE

OWNER BEFORE WORK BEGINS FOR EACH STAGE.

2. THE SALLY PORT MUST BE ACCESSIBLE AT ALL TIMES BY EITHER

THE ENTRANCE OR EXIT.

3. ONCE CONSTRUCTION BEGINS ON A STAGE, THE WORK MUST BE

CONTINUOUS UNTIL THE WORK IS COMPLETE. A STAGE MUST BE

COMPLETED BEFORE THE NEXT STAGE MAY BEGIN.

SEQUENCE OF CONSTRUCTION

DATE REVISION

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

D R A W I N G

T I T L E

K E

N O

S H

A C

O U

D E

N C

E N

C D

P A

G R

E H

A B

O N

P H

A S

K04525004

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

"BID SET"

P R

O P

O S

E D

O V

E R

W M

A P

DRAWN BY: AJA

T H

S T R E E T

T H

F L O O R

K E N O S H A

W I

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

DWG 3 OF 7 DWGS

120'0' 60'

VISITATION LOT NORTH

VISITATION LOT SOUTH

ADMINISTRATION

LOT

HUBER LOT

SALLY PORT DRIVE

LOOP DRIVE (NORTH)

LOOP DRIVE (SOUTH)

EVIDENCE YARD

LOADING DOCKS

EMPLOYEE LOT

LEGEND

STAGE 3

STAGE 2

STAGE 1

PROPOSED PARKING LOT

STORM WATER POND

PROPOSED PARKING LOT

685 68

68568

069069

690 690 69

0 69

69069

DATE REVISION

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

D R A W I N G

T I T L E

K E

N O

S H

A C

O U

D E

N C

E N

C D

P A

G R

E H

A B

O N

P H

A S

K04525004

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

"BID SET"

P R

O P

O S

E D

E P

DRAWN BY: AJA

T H

S T R E E T

T H

F L O O R

K E N O S H A

W I

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

DWG 4 OF 7 DWGS

LEGEND SUMMARY OF QUANTITIES SHEET NOTES

PULVERIZE ASPHALTIC SURFACE

HMA PAVEMENT, 3 LT 58-28 S (2.5", BINDER COURSE)

HMA PAVEMENT, 5 LT 58-28 S (1.5", SURFACE COURSE)

1. CONTRACTOR SHALL MAKE NOTE OF EXISTING JOINT PATTERNS PRIOR TO THE REMOVAL OF CONCRETE

PAVEMENT AND SHALL MATCH IT AS CLOSELY AS PRACTICABLE IN PROPOSED PAVEMENT.

2. INSTALL 1-INCH PREFORMED EXPANSION JOINTS AT LOCATIONS WHERE CONCRETE IS INSTALLED

ADJACENT TO BUILDINGS OR CURB.

3. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY TO PERFORM A PROOF ROLL

OF THE AGGREGATE BASE / SUB-GRADE (TO REMAIN) AFTER MILLING OR PAVEMENT REMOVAL

OPERATIONS. USE A FULLY-LOADED THREE-AXLE DUMP TRUCK TO CHECK FOR SURFACE STABILITY AND IDENTIFY ANY SOFT SPOTS OR AREAS REQUIRING ADDITIONAL COMPACTION OR REMOVAL OF UNSUITABLE MATERIALS (UNDERCUTS). ALL WORK ASSOCIATED WITH UNDERCUTS WILL BE MEASURED AND PAID FOR IN

ACCORDING WITH 01 29 76 - PAYMENT PROCEDURES, LOCATED IN THE PROJECT MANUAL.

4. ALL STRUCTURES WITHIN PAVEMENT LIMITS SHALL BE ADJUSTED. MANHOLE AND INLET COVER ADJUSTMENTS SHALL INCLUDE THE REPLACEMENT OF ALL ADJUSTMENTS RINGS. CONTRACTOR TO VERIFY

SIZE AND SHAPE OF THE RINGS REQUIRED TO PERFORM THE WORK.

5. CONTRACTOR SHALL GRADE THE PROPOSED PAVEMENT TO ENSURE POSITIVE DRAINAGE WITHIN THE

LIMITS OF THE PROJECT SITE.

WISDOT ITEM - 646.6105 MARKING STOP LINE PAINT 18-INCHS

100'0' 50'

HMA PAVEMENT, 5 LT 58-28 S (3", SURFACE COURSE)

REMOVING CONCRETE PAVEMENT (FULL DEPTH)

CONCRETE PAVEMENT (7")

SHOWN ELSEWHERE IN PLANS

PAVEMENT REPLACEMENT FROM A DIFFERENT STAGE

REMOVING CONCRETE SURFACE MILLING (3")

68568

5690690

069069

690 690 69

0 69

26'

12'

LEGEND

SUMMARY OF QUANTITIES

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

D R A W I N G

T I T L E

K E

N O

S H

A C

O U

D E

N C

E N

C D

P A

G R

E H

A B

O N

P H

A S

K04525004

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

"BID SET"

P R

O P

O S

E D

E P

DRAWN BY: AJA

T H

S T R E E T

T H

F L O O R

K E N O S H A

W I

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

DWG 5 OF 7 DWGS

SHEET NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY TO PERFORM A PROOF ROLL

OF THE AGGREGATE BASE / SUB-GRADE (TO REMAIN) AFTER MILLING OR PAVEMENT REMOVAL

ACCORDING WITH 01 29 76 - PAYMENT PROCEDURES, LOCATED IN THE PROJECT MANUAL.

2. ALL STRUCTURES WITHIN PAVEMENT LIMITS SHALL BE ADJUSTED. MANHOLE AND INLET COVER ADJUSTMENTS SHALL INCLUDE THE REPLACEMENT OF ALL ADJUSTMENTS RINGS. CONTRACTOR TO VERIFY

SIZE AND SHAPE OF THE RINGS REQUIRED TO PERFORM THE WORK.

3. CONTRACTOR SHALL GRADE THE PROPOSED PAVEMENT TO ENSURE POSITIVE DRAINAGE WITHIN THE

LIMITS OF THE PROJECT SITE.

WISDOT ITEM - 646.6105 MARKING STOP LINE PAINT 18-INCHS

100'0' 50'

2 FT WIDE GRAVEL SHOULDERG

BASE AGGREGATE DENSE 1 1/4-INCH (12")

HMA PAVEMENT, 5 LT 58-28 S (1.5", SURFACE COURSE)

COMMON EXCAVATION (12")

HMA PAVEMENT, 3 LT 58-28 S (2.5", BINDER COURSE)

SHOWN ELSEWHERE IN PLANS

PAVEMENT REPLACEMENT FROM A DIFFERENT STAGE

PULVERIZE ASPHALTIC SURFACE

HMA PAVEMENT, 3 LT 58-28 S (2.5", BINDER COURSE)

HMA PAVEMENT, 5 LT 58-28 S (1.5", SURFACE COURSE)

68568

X X

XXXXX

X X

XXXXXX

X X

LEGEND

SUMMARY OF QUANTITIES

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

D R A W I N G

T I T L E

K E

N O

S H

A C

O U

D E

N C

E N

C D

P A

G R

E H

A B

O N

P H

A S

K04525004

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

"BID SET"

P R

O P

O S

E D

E P

DRAWN BY: AJA

T H

S T R E E T

T H

F L O O R

K E N O S H A

W I

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

DWG 6 OF 7 DWGS

40'0' 20'

SHEET NOTES

HMA PAVEMENT, 3 LT 58-28 S (2.5", BINDER COURSE)

HMA PAVEMENT, 5 LT 58-28 S (1.5", SURFACE COURSE)

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY TO PERFORM A PROOF ROLL

OF THE AGGREGATE BASE / SUB-GRADE (TO REMAIN) AFTER MILLING OR PAVEMENT REMOVAL

ACCORDING WITH 01 29 76 - PAYMENT PROCEDURES, LOCATED IN THE PROJECT MANUAL.

2. ALL STRUCTURES WITHIN PAVEMENT LIMITS SHALL BE ADJUSTED. MANHOLE AND INLET COVER ADJUSTMENTS SHALL INCLUDE THE REPLACEMENT OF ALL ADJUSTMENTS RINGS. CONTRACTOR TO VERIFY

SIZE AND SHAPE OF THE RINGS REQUIRED TO PERFORM THE WORK.

3. CONTRACTOR SHALL GRADE THE PROPOSED PAVEMENT TO ENSURE POSITIVE DRAINAGE WITHIN THE

LIMITS OF THE PROJECT SITE.

4. CONTRACTOR TO PROVIDE TEMPORARY CHAIN LINK FENCE ONSITE AT A LOCATION APPROVED BY THE OWNER FOR TEMPORARY STORAGE OF IMPOUNDED VEHICLES. CONTRACTOR SHALL GIVE OWNER 4 DAYS

TO RELOCATE THE VEHICLES ONCE THE TEMPORARY FENCE IS INSTALLED.

REMOVE, SALVAGE, AND REINSTALL EXISTING FENCE, ADDITIONAL NEW FENCE PANELS REQUIRED F

BASE AGGREGATE DENSE 1 1/4-INCH (12")

HMA PAVEMENT, 5 LT 58-28 S (1.5", SURFACE COURSE)

COMMON EXCAVATION (12")

HMA PAVEMENT, 3 LT 58-28 S (2.5", BINDER COURSE)

SHOWN ELSEWHERE IN PLANS

PAVEMENT REPLACEMENT FROM A DIFFERENT STAGE

HMA PAVEMENT, 3 LT 58-28 S (2.5", BINDER COURSE)

HMA PAVEMENT, 5 LT 58-28 S (1.5", SURFACE COURSE)

PULVERIZE ASPHALTIC SURFACE

RELOCATE EXISTING GATE

PAVEMENT MARKINGS

FOR DESIGNATED

CLEAR AREA

WISDOT ITEM - 646.1005 MARKING LINE PAINT 4-INCH - WHITEW

8.0

7.6

8.3

689.20

8.3

7.6

7.9

687.67

0.0

687.40

687.65

91'

20'

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

D R A W I N G

T I T L E

K E

N O

S H

A C

O U

D E

N C

E N

C D

P A

G R

E H

A B

O N

P H

A S

K04525004

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

"BID SET"

P R

O P

O S

E D

P A

R K

L O

E P

DRAWN BY: AJA

T H

S T R E E T

T H

F L O O R

K E N O S H A

W I

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

DWG 7 OF 7 DWGS

LEGEND SUMMARY OF QUANTITIES SHEET NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY TO PERFORM A PROOF ROLL

OF THE AGGREGATE BASE / SUB-GRADE (TO REMAIN) AFTER MILLING OR PAVEMENT REMOVAL

ACCORDING WITH 01 29 76 - PAYMENT PROCEDURES, LOCATED IN THE PROJECT MANUAL.

2. ALL STRUCTURES WITHIN PAVEMENT LIMITS SHALL BE ADJUSTED. MANHOLE AND INLET COVER ADJUSTMENTS SHALL INCLUDE THE REPLACEMENT OF ALL ADJUSTMENTS RINGS. CONTRACTOR TO VERIFY

SIZE AND SHAPE OF THE RINGS REQUIRED TO PERFORM THE WORK.

3. CONTRACTOR SHALL GRADE THE PROPOSED PAVEMENT TO ENSURE POSITIVE DRAINAGE WITHIN THE

LIMITS OF THE PROJECT SITE.

4. PAVEMENT MARKINGS FOR PARKING STALLS SHALL BE YELLOW. PAVEMENT MARKINGS FOR CROSS

HATCHING FOR NO PARKING SHALL BE WHITE.

5. WHILE PERFORMING POND MODIFICATIONS, THE FIRST 4" OF TOPSOIL SHALL BE STRIPPED AND STOCKPILED PRIOR TO EXCAVATING MATERIAL OFF SITE. ONCE EXCVATION IS COMPLETE, TOPSOIL SHALL

BE REUSED PRIOR TO RESTORATION WORK.

BASE AGGREGATE DENSE 1 1/4-INCH (12")

HMA PAVEMENT, 5 LT 58-28 S (1.5", SURFACE COURSE)

COMMON EXCAVATION (12")

HMA PAVEMENT, 3 LT 58-28 S (2.5", BINDER COURSE)

SHOWN ELSEWHERE IN PLANS

PAVEMENT REPLACEMENT FROM A DIFFERENT STAGE

WISDOT ITEM - 646.1005 MARKING LINE PAINT 4-INCH - WHITE

WISDOT ITEM - 646.1005 MARKING LINE PAINT 4-INCH - YELLOW

REMOVE MATERIAL TO

CREATE AN ADDITIONAL

60CY OF STORAGE

AND RESTORE

20'0' 10'

40'0' 20'

Sheets and Views

1 COVER SHEET

2 GENERAL NOTES

3 PROPOSED OVERVIEW MAP

4 PROPOSED SITE PLAN - STAGE 1

5 PROPOSED SITE PLAN - STAGE 2

6 PROPOSED SITE PLAN - STAGE 3

7 PROPOSED PARKING LOT - SITE PLAN

File details come from the government source that posted it. Updated Apr 22, 2026.