1,000 feet

Site Entrance

Amenities within 1,000 ft

Traffic Connection Points

Zillman Park

KK CommercialCorridor

KK RiverTrail

Lincoln Field

Baran Park

SITE CONTEXT MAP

District 2 HQ

XX

XX

XX

XX

XX

XX

XX

XX

X

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

E

E

E

E

BES

BES

BES

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G FO

FO

FO

X

X

X

X

X

X

X

X

EXISTINGBUILDINGS

GRAVEL/DIRTPARKING AREA

GRAVEL/DIRTPARKING AREA

GRASS

GRASS

WOODED

GRAVEL/DIRT

COMPOSTINGAREA

GRASS

GRASS

GRAVEL

GRAVEL

GATE

GATE

GATE

METAL FENCE

CONCRETE WALK

CONCRETE CURB

CONCRETE

BARRIER

CONCRETE

DRIVE

GRAVEL

GRAVEL

GR

AVEL DR

IVE

GRAVEL DRIVE

WOODED

METAL FENCE

CONCRETE WALK

STONE CURB

METAL FENCE

METAL FENCE

CONCRETE WALK

CONCRETE WALK CONCRETE W

ALK

EXISTINGBUILDING

RAMP

RAIL

REM

NANT

S

#2181

#2151

N0°

32'

33"

W10

0.58

'N

0° 3

2' 3

3"W

588

.32'

N51° 00' 37"E 2

09.13'

N32° 03' 50"W29.37'

N51° 00' 37"E

100.00'

Parcel87652 sq. ft.

2.012 ac.

S53° 24' 34"W

428.09'

S4°

26' 1

5"E

92.9

3'

S53° 24' 34"W

145.06'

S32° 03' 50"E 440.59'

S32° 03' 50"E 160.50'

S53° 24' 34"W

669.13'

S. LINE SW1/4 SEC. 4-6-22

24.79'

50'

60'

W. L

INE

SW

1/4

SE

C. 4

-6-2

2

SW CORNERSW 1/4 SEC. 4-6-22CONC. MON.W/ BRASS CAP

(13) Land described inQuit Claim Deed Doc. 4207323

(12) 17' Spur or Switch TrackAgreement Doc. 944790

Cobb Real Esta

te Holdings

#187 Becher St.

Parcel189336 sq. ft.

4.347 ac.

1

2

ALT

A/A

CS

M L

AN

D T

ITLE

SU

RV

EY

1 OF 1

DRWNG NO.

DRAWN BY: B.M.R.

DATE: 2-27-2015

PROJECT NO: 15155

CHECKED BY: KAS

APPROVED BY: CTC

NO. REVISION DATE BY

SHEET NO.:

MIL

HA

US

PR

OJE

CT

2151

& 2

181

S. R

OB

INS

ON

AV

MIL

WA

UK

EE

, WIS

CO

NS

IN

15155 boundary.dwg

www.thesigmagroup.com

1300 West Canal Street

Milwaukee, WI 53233

Phone: 414-643-4200

Fax: 414-643-4210

1) Additional topo obtained on March 9,2015, B.M.R.

00 50' 100'

CATCH BASINREBAR FOUND/SET

HYDRANT

MANHOLE

GUY WIRE

CHAIN LINK FENCE

PROPERTY LINE

OVERHEAD UTILITY LINE

WATER MAIN

ELECTRIC

SANITARY SEWER

STORM SEWER

CONIFEROUS TREE (Diameter)

DECIDUOUS TREE (Diameter)

LIGHT POLE

IRON PIPE FOUND/SET

UTILITY PEDESTAL

TELEPHONE

BENCHMARK

MONUMENT

CHISELED CROSS FOUND/SET

PK NAIL FOUND/SETSPIKE/NAIL

ELECTRIC METER

UTILITY POLE

TRAFFIC SIGNAL

SOIL BORING

WATER VALVE SIGN

BUSH

FORCE MAIN

FIBER OPTICCABLE TV

TREE LINE

EASEMENT

LEGEND

SECTION 1/4 SECTION LINE

GASEXISTING MAJOR CONTOUR

GAS METER

GAS VALVE

POST

MONITORING WELL

ROOF DRAIN

CATCH BASIN (ROUND)PK

GUY POLE

X X X X X X X X X X

GUARD RAILMETAL FENCEWOOD FENCE

OH OH OH OH

E E E E E

T T T T T

FO FO FO FO

CTV CTV CTV CTV

SAN SAN SAN SAN

FS FS FS FS

ST ST ST ST

W W W W W

G G G G G

EXISTING MINOR CONTOUR

8"

8"

HANDHOLE

THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELDMARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCALMUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY ANDCOMPLETENESS CANNOT BE GUARANTEED.

CULVERT END

Vicinity Map:

SW 1/4 SEC. 4, T6N, R22EScale: 1" = 1000'

GENERAL NOTES:

1. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS DRAWING IS BASED ON FIELD LOCATIONS AND/OR RECORDSFURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BEGUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARENOT SHOWN.

2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR DISCREPANCIES SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.

3. DRAWING IS BASED ON FIELD SURVEY COMPLETED BY B. ROZITE ON UNDER WINTER CONDITIONS WITH HEAVY SNOWCOVER. GRAVEL EDGES AND SOME GROUND FEATURE DATA FROM AERIALS.

4. VERTICAL DATUM FOR THE PROJECT SURVEY IS NGVD 1929. BENCHMARK FOR THE PROJECT SURVEY IS CONC. MONUMENTAT THE SOUTHWEST CORNER OF SECTION 4-6-22 WITH AN ELEVATION OF 585.66, AS PUBLISHED BY SEWRPC.

5. BEARINGS BASED ON WISCONSIN STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1927, WITH THE WEST LINE OFTHE SW 1/4 OF SECTION 4-6-22 BEARING N 0°32'33" W.

6. SITE DOES NOT FALL WITHIN FLOODPLAIN PER FEMA FIRM PANEL 55079C0093E, EFFECTIVE DATE OF 9-26-2008.

7. ZONING: PARCEL 1 IS ZONED IH; PARCEL 2 IS ZONED LB-2. ZONING DATA NOT PROVIDED BY INSURER. DATA SHOWN HEREFROM CITY WEBSITE FOR REFERENCE ONLY.

ZONE IH SETBACKS:Front = noneStreet side = noneInterior side = noneRear = none

ZONE LB-2 SETBACKS:Front = none (min.); avg. (max.)Street side = none (min.); 5' (max.)Interior side = noneRear = none

8. PARCEL 1 AREA IS 189341 SQ. FT. OR 4.35 AC; PARCEL 2 AREA IS 87653 SQ. FT. OR 2.01 AC.SE CORNERSW 1/4 SEC. 4-6-22CONC. MON.W/ BRASS CAP