2420 Drawings.pdf

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

DATE REVISION

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K04524004

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

DESIGNED BY: BWM/BRB

DRAWN BY: BRB

CHECKED BY: BWM/AJA

DATE CHECKED: 09/05/2024

T H

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DWG 1 OF 6 DWGS

09/05/24 ISSUED FOR BID

SHEET INDEX

SHEET

NUMBER SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES

3 CONSTRUCTION DETAILS

4 WISDOT STANDARD DETAIL DRAWINGS

5 WISDOT STANDARD DETAIL DRAWINGS

6 PROPOSED SITE PLAN

PROJECT LOCATION

KENOSHA COUNTY

GENERAL LOCATION MAP PROJECT LOCATION MAP

PROJECT AREA MAP

52ND ST (STH 158)

88TH

A

VE (C

TH

H

38TH ST (CTH S)KENOSHA COUNTY

DETENTION CENTER

KENOSHA COUNTY

DETENTION CENTER

(KCDC)

KENOSHA REGIONAL

AIRPORT

ADMINISTRATIVE

PARKING LOT

G E

N E

R A

L N

O

TE

S

DESIGNED BY: BWM/BRB

DRAWN BY: BRB

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DWG 2 OF 6 DWGS

DATE REVISION

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K04524004

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

"BID SET"

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

UTILITIES

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

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 14, 2024 TO VISUALLY INSPECT THE EXISTING SITE CONDITIONS, HOWEVER NO FORMAL TOPOGRAPHIC SURVEY OF THE PROJECT AREA WAS COMPLETED. THE CONTRACTOR IS THEREFORE RESPONSIBLE FOR CONDUCTING A SURVEY TO LOCATE AND RECORD THE EXACT POSITION, ELEVATION, AND RELEVANT DETAILS OF THE EXISTING STORM MANHOLE COVER LOCATED AT THE CENTER OF THE ADMINISTRATIVE PARKING LOT 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 CONCRETE MIX DESIGN INFORMATION FOR APPROVAL PRIOR TO PLACING ANY CONCRETE.

6. EXISTING UTILITIES SHOWN ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS AND FIELD SURVEY. 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

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DESIGNED BY: BWM/BRB

DRAWN BY: BRB

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DWG 3 OF 6 DWGS

DATE REVISION

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K04524004

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

"BID SET"

7' TYP.

CONCRETE SIDEWALK 4-INCH

EXCAVATED, SHAPED, AND

COMPACTED SUBGRADE

PROPOSED OR EXISTING

ADJACENT SURFACE

1.5% CROSS-SLOPE

NOTES:

1. REMOVAL OF THE EXISTING CONCRETE SIDEWALK SHALL INCLUDE THE REMOVAL OF THE EXISTING AGGREGATE

BASE COURSE AND ANY SUBGRADE EXCAVATION REQUIRED PRIOR TO PREPARING THE SUBGRADE FOR THE

PROPER PLACEMENT OF THE NEW CONCRETE SIDEWALK AND AGGREGATE BASE MATERIAL.

2. SIDEWALK CROSS-SLOPES SHALL BE A MINIMUM OF 0.5% TO PROVIDE POSITIVE DRAINAGE AND A MAXIMUM OF

2.0% TO ENSURE COMPLIANCE WITH ADA REGULATIONS.

3. CONTRACTION JOINT SPACING SHALL MATCH EXISTING JOINT PATTERN AS CLOSELY AS PRACTICABLE.

4. INSTALL 1-INCH EXPANSION JOINTS BETWEEN NEW SIDEWALK AND ADJACENT BUILDINGS OR CURBS.

8"

6"

2"R

12" 6"

1/4" 1/ 4"

3/4"R

8" 1/ 2"

12" 6"

NOTES:

1. CONTRACTION JOINT SPACING SHALL BE 10 FEET MAXIMUM.

2. 3/4" EXPANSION JOINTS SHALL BE PLACED BETWEEN NEW & EXISTING CURBS.

3. TWO NO. 4, 12" LENGTH EPOXY COATED TIE BARS SHALL BE DRILLED INTO EXISTING CURB & GUTTER TO

6" DEPTH. TIE BARS SHALL BE ANCHORED WITH TWO-PART EPOXY.

4. EXISTING BASE AGGREGATE MAY BE LEFT IN PLACE AND REUSED WITH APPROVAL OF THE ENGINEER.

CONTRACTOR SHALL REMOVE AND REPLACE ANY EXISTING AGGREGATE MATERIALS NOT APPROVED

FOR REUSE OR AS BY THE ENGINEER OR OWNER'S REPRESENTATIVE.

1/ 2"

FULL CURB HEAD

(SECTION)

DEPRESSED CURB HEAD

(SECTION)

CURB & GUTTER 18-INCH TYPE D (REVERSE PITCHED)

PREPARED

SUBGRADE

(TYP.)

6" 6"

BASE AGGREGATE

DENSE, 1-1/4" (TYP.)

1/ 2"

4" 4"

CONCRETE SIDEWALK

1-1/4" BASE AGGREGATE DENSE

(SEE NOTE 1)

CONCRETE SLAB FOR MANHOLE COVER (STORM)

LIGHTLY BROOMED

SURFACE FINISH

° T

YP

ADJACENT AREA TO BE

RESURFACED (TYP.)

8" T

H

IC

K

ADJUST EXISTING

MANHOLE COVER

TOOLED CONSTRUCTION

JOINT (TYP.)

T / FINISHED CONC.

EDGE SET 14" ABOVE

ADJUSTED FRAME

(TYP. ALL SIDES)

UNDISTURBED EXISTING AGG.

BASE COURSE OR SUBGRADE

CAST-IN-PLACE REINFORCED

CONCRETE SLAB (TYP.)

1.0 % M

IN. (T

YP.)

1.0% MIN. (TYP.)1 4"

(T

YP

6' WIDE CONCRETE SLAB

6' W

ID

E

C O

N C

R

ET

E

SL

A B

SEE NOTE 3 SEE NOTE 3

3'

3'

CONC. CURB &

GUTTER

CONC. CURB &

GUTTER

CONC. GUTTER

(TYP.)

6' TYP.

6" TYP. 6" TYP.

18" $4 EPOXY

COATED TIE BAR,

CENTERED (TYP.)

18" $4 EPOXY COATED TIE

BAR, CENTERED (TYP.)

EXISTING STORM MANHOLE

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DESIGNED BY: BWM/BRB

DRAWN BY: BRB

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DWG 4 OF 6 DWGS

DATE REVISION

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DRAWING No.

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K04524004

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

"BID SET"

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DESIGNED BY: BWM/BRB

DRAWN BY: BRB

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DWG 5 OF 6 DWGS

DATE REVISION

PROJECT No.

DRAWING No.

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K04524004

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

"BID SET"

XF

D

#08-222-33-201-021

KENOSHA COUNTY DETENTION CENTER (KCDC)

4777 88TH AVENUE

CONC. WALKCONC. WALK

MULCH

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

CO

NC

. W

AL

K

CO

NC

. W

AL

K

GRASS

GRASS

GRASS

GRASS

PERIMETER ACCESS ROAD

(ASPHALT)

MULCH

AGGREGATE MULCH

ONE-STORY CMU

SCREENING WALL

TRASH CANMULCH

DRAINAGE DITCH

FLOW LINE (TYP.)

DECIDUOUS

TREE

(TYP.)

CONIFEROUS

TREE (TYP.)

"STOP"

SIGN

ORNAMENTAL LIGHT (TYP.)

FIRE HYDRANT

PARKING LOT LIGHT,

SINGLE (TYP.)

PARKING LOT LIGHT

TO REMAIN (TYP.)

MARKING LINE

PAINT - YELLOW, 4"

(TYP.)

ADJUST MANHOLE COVER (STORM) &

INSTALL 6' X 6' REINFORCED CONC. SLAB

HYDRANT AUX. VALVE

FIRE / POTABLE WATER

VALVE IN VALVE BOX

PROPOSED EDGE OF ASPHALT

PAVEMENT (UNCONFINED, TYP.)

SALVAGE AND REINSTALL EDGE

OF PAVEMENT DELINEATOR (TYP.)

"RESERVED"

PARKING SIGN

REMOVE & REPLACE

DAMAGED STORM SEWER

PIPE (8 LF)

PCC SIDEWALK WITH

PEDESTRIAN CURB

(73 SF)

MARKING ARROW

PAINT - WHITE

(2 EACH)

CONC. CURB &

GUTTER (30 LF)

PCC SIDEWALK WITH

PEDESTRIAN CURB

(278 SF)

REMOVE ASPHALT PAVEMENT

BUTT JOINT AT EXISTING

PAVEMENT MATCH (5' WIDE)

PROPOSED EDGE OF ASPHALT

PAVEMENT (CONFINED, TYP.)

CONC. CURB &

GUTTER (10 LF)

GRASS

MAIN ENTRANCE LOOP

(ASPHALT)

ASPH. ASPH.

ASPH.

ASPH. ASPH.

INSTALL INLET

PROTECTION TYPE B

EXISTING ISLAND

CURB & GUTTER

TO REMAIN (TYP.)

EXISTING PERIMETER CURB &

GUTTER TO REMAIN EXCEPT

AS NOTED AT NEW CURB

RAMP LOCATIONS (TYP.)

DATE REVISION

PROJECT No.

DRAWING No.

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K04524004

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

"BID SET"

P R

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DESIGNED BY: BWM/BRB

DRAWN BY: BRB

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DWG 6 OF 6 DWGS

40'0' 20'

SHEET NOTES

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

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

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

TO BUILDINGS OR CURB.

3. PROPOSED CURB RAMPS SHALL BE FIELD DESIGNED BY THE CONTRACTOR AND APPROVED BY AN OWNER'S

REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. CURB RAMPS WILL BE CONSTRUCTED FOLLOWING THE WISDOT STANDARD DETAIL DRAWINGS (SDDs) INCLUDED ON SHEET 4 TO ENSURE COMPLIANCE WITH ALL AMERICAN'S WITH DISABILITIES ACT (ADA) REGULATIONS AND WISDOT STANDARDS. CONTRACTOR TO FURNISH AND INSTALL YELLOW CAST IRON DETECTABLE WARNING FIELDS PER WISDOT SSD 08D05

INCLUDED ON SHEET 5.

4. CURB RAMP STAKING AND FIELD LAYOUT SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. STAKING AND LAYOUT MUST COMPLY WITH PROJECT

SPECIFICATIONS AND APPLICABLE AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS.

5. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY TO PERFORM A PROOF ROLL OF THE AGGREGATE BASE / SUB-GRADE (TO REMAIN) AFTER MILLING 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.

6. CONTRACTOR SHALL CONFIRM THE SIZE AND DIMENSIONS OF THE EXISTING STORM SEWER PIPE THAT IS

TO BE REPLACED IN KIND PRIOR TO ORDERING ANY MATERIAL FOR THE PROJECT.

7. CONTRACTOR SHALL GRADE THE PARKING LOT TO ENSURE POSITIVE DRAINAGE WITHIN THE LIMITS OF THE PROJECT SITE. DRAIN ALL SURFACE RUNOFF CAPTURED WITHIN THE PARKING LOT TO THE STORM

MANHOLE COVER LOCATED AT THE CENTER OF THE ADMINISTRATIVE LOT.

REMOVING ASPHALTIC SURFACE BUTT JOINTS (VARIABLE DEPTH)

CONCRETE SIDEWALK (4") WITH NEW PEDESTRIAN CURB (REMOVE AND REPLACE)

REINFORCED CONCRETE SLAB FOR STORM MH COVER (8")

CONCRETE CURB & GUTTER 18-INCH, TYPE D (REMOVE & REPLACE)

CURB RAMP DETECTABLE WARNING FIELD YELLOW (CAST IRON)

LEGEND

SUMMARY OF QUANTITIES

REMOVING ASPHALTIC SURFACE MILLING (4")

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

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

(RESTORE PAVEMENT AS NOTED IN LEGEND ABOVE)

SURFACE RUNOFF FLOW DIRECTION