1. Purpose and Need

1.1 Introduction The study limits extend from IL 47 in Yorkville to 1,400 feet west of the IL 31 interchange in Montgomery—a distance of roughly 5 miles. US 30 is known locally as “Baseline Road.” The project is in both Kendall and Kane counties and crosses four townships: Sugar Grove, Bristol, Aurora, and Oswego. The study corridor features a mix of land uses, including cultivated farmland, residential, and commercial development. Blackberry Creek and Kendall County Forest Preserve’s Blackberry Trail are just west of Orchard Road. A large park facility owned by the Fox Valley Park District—Stuart Sport Complex—borders the north side of US 30 west of Orchard Road.

Study Location Map

Village of City of Sugar Grove Aurora

Kane Rd County

Sugar Grove Orchard Township Aurora Township Route 47 Route

Village of Illinois Illinois US Route 30 (Baseline Road) Montgomery

Bristol City of Township Oswego Yorkville Township

Kendall County Village of Oswego

The roadway generally consists of one 12-foot lane in each direction with 10-foot-wide aggregate shoulders. There are signalized intersections with turn lanes at Gordon Road, Griffin Drive and Orchard Road, and there are seven unsignalized intersections. The posted speed limit of US 30 from IL 47 to Orchard Road is 55 miles per hour (mph). East of Orchard Road to west of the IL 31 interchange the speed limit is 50 mph. It drops to 45 mph at the east end of the project where it approaches the interchange area. Through the project corridor, US 30 is classified as a Class II Truck Route and a Strategic Regional Arterial.1 The eastern terminus of the project is just west of the US 30 / IL 31 interchange and will match the proposed reconstruction of the US 30 and IL 31 interchange. The western terminus is just east of IL 47, and will tie into an ongoing IDOT District 3 design study of IL 47 between Kennedy Avenue in Yorkville and Cross Street in Sugar Grove. The project termini are consistent with FHWA environmental regulations under 23 CFR 771 (that is, the project has rational endpoints for a transportation improvement and a review of the environmental impacts). The proposed project is a stand-alone project in that environmental issues can be treated on a sufficiently broad scope to ensure that the project will function properly without requiring additional improvements elsewhere, and that it will not restrict consideration of alternatives for other reasonably foreseeable transportation improvements in the area.

1.2 Purpose of the Project The purpose of the project is to improve vehicular, pedestrian, and bicycle safety along the corridor, improve roadway and intersection capacity and efficiency, and meet existing and future growth development in the area.

1 Strategic Regional Arterials are a network of highways designed to accommodate long distance regional traffic, to complement a region’s major transit and highway facilities, and to supplement the freeway system (IDOT 2010, chapter 46 of BDE Manual). 1. PURPOSE AND NEED 1.3 Project Need The proposed action is needed for the following reasons to improve safety, to improve capacity, and to accommodate community growth. The remainder of this section discusses these factors in detail.

1.3.1 Safety Crash data collected for the 5-year study period 2006 through 2010 shows that 383 crashes occurred within the project corridor (Table 1). Rear-end collisions accounted for 50 percent of the total crashes, followed by turning crashes (23 percent), both indicative of high volumes of traffic, traffic congestion, and the number of intersections and driveway access points within the project corridor.

TABLE 1 Crashes by Collision Type: Segments and Intersections Year Collision Type 2006 2007 2008 2009 2010 Total % of Total Rear-end 34 47 53 28 28 190 49.6 Turning 18 28 19 11 13 89 23.2 Fixed object 6 7 5 11 5 34 8.9 Head-on 1 4 7 6 2 20 5.2 Sideswipe (same direction) 7 6 3 2 1 19 5.0 Angle 2 4 5 0 2 13 3.4 All other 1 3 7 5 2 18 9.4 Total (2006–2010) 69 99 99 63 53 383 100%

Of the 383 total crashes in the study area, 112 crashes or 29 percent, involved injuries (A, B, or C type); 62 crashes or 16 percent involved A or B type injuries (Table 2). There was one fatal crash in the study period, a pedestrian- type crash in which a pedestrian was crossing the roadway to go to a nearby business.

TABLE 2 Total Crash Types by Frequency and Injury Severity: 2006–2010 No. of Total Injury Injury Crashes Number of Injuries By Type Crashes Crashes A B C A B C Fatalities 2006 69 19 0 7 12 0 8 17 0 2007 99 33 3 18 12 3 33 20 1 2008 99 21 4 10 7 5 16 10 0 2009 63 19 2 10 7 2 11 15 0 2010 53 20 3 5 12 8 10 22 0 Total 383 112 12 50 50 18 78 84 1 Crashes are categorized at severity levels. Fatal traffic crash is a crash in which at least one person dies within 30 days after the crash. Type A—A crash that involves any incapacitating injury, other than fatal, that prevents the injured person from walking, driving, or normally continuing the activities he/she was capable of performing before the injury occurred. Includes severe lacerations, broken/ distorted limbs, and skull, chest, or abdominal injuries. Type B—A crash that involves any injury, other than a fatal or incapacitating injury, that is evident to observers at the scene of the crash. Includes lumps on the head, abrasions, bruises, and minor lacerations. Type C (reported, injury not evident)—A crash that involves any injury reported or claimed that is not listed above. Includes momentary unconsciousness, claims of injuries not evident, limping, complaints of pain, and nausea.

1-2 1. PURPOSE AND NEED

Of the total crashes, 65 percent occurred on a dry roadway surface, whereas 35 percent occurred on wet, ice, snow/slush, sand/mud/dirt, or unknown pavement conditions (Table 3). The findings suggest that wet pavement was not a significant cause for crashes within the study area.

TABLE 3 Total Crashes by Roadway Surface Condition Roadway Surface Crashes Frequency (%) Total Injury Crashes Fatalities

Dry 249 65 73 1 Wet 65 17 23 0 Ice 12 3.1 1 0 Snow or slush 49 12.8 14 0 Sand, mud, dirt 1 0.3 1 0 Unknown 7 1.8 0 0 Total crashes (2006–2010) 383 100 112 1

Data in Table 4 show that 66 percent of the crashes occurred in daylight conditions; 18 percent during night hours in sections without street lights; 10 percent during night hours in sections with street lights (most of the study limit along US 30 is unlit); and 6 percent occurred during dawn or dusk. With only 18 percent of crashes occurring during darkness in the unlit sections, lighting conditions may not be a significant contributing factor to crashes.

TABLE 4 Total Crashes by Roadway Lighting Condition Lighting Condition Crashes Frequency (%) Total Injury Crashes Fatalities

Dawn 11 2.9 1 0 Daylight 253 66.1 74 0 Dusk 11 2.9 5 0 Darkness (unlighted road) 69 18 21 1 Darkness (lighted road) 39 10.2 11 0 Total crashes (2006–2010) 383 100 112 1

IDOT reviews statewide crash numbers annually and identifies the 5 percent of locations with the most pressing safety needs. Two locations along US 30 between Lakewood Creek Drive and Blackberry Road and a segment east of Horsemen Trail were identified as 5 percent locations in 2009. In addition to vehicular safety, there are nonmotorized safety issues. The insufficient capacity creates congestion, negatively impacts intersection operations along this segment, and leads to safety issues for motorists, pedestrians and bicyclists. The lack of shared use paths along the existing corridor limits pedestrian access to adjacent land uses, including recreational facilities and schools. The lack of pedestrian and bicycle accommodations does not offer alternative ways to travel to nearby destinations (such as schools, parks, or businesses), thereby increasing the number of vehicles entering, exiting, or traveling along the roadway. Between 2006 and 2010, there was one fatality which involved a pedestrian attempting to cross US 30 east of Horsemen Trail. There were several comments received at the September 2012 public meeting (both verbal and written), in which it noted that there have been several serious accidents along US 30 in 2012, one which involved a fatality.

1.3.2 Roadway and Intersection Capacity and Mobility The study corridor operates poorly under existing conditions, with moderate to high traffic congestion at the intersections and along the corridor. Congestion is primarily the result of insufficient capacity and inadequate lanes

1-3 1. PURPOSE AND NEED at the intersections. In the design year (2040) under the no-build scenario, congestion is predicted to increase significantly throughout the corridor and traffic capacity and operations are predicted to deteriorate as a result. IDOT traffic data show that the average daily traffic (ADT) ranges from about 11,000 at the west end of the corridor to 25,000 at the east end of the corridor. The CMAP projected 2040 traffic volumes show an ADT range from about 19,000 to 41,000 vehicles per day. A 2-lane roadway can accommodate 14,000 to 18,000 vehicles per day, depending on roadway conditions and number of access points. Current traffic volumes are approaching that level, and projected traffic volumes will exceed that level at some locations along the project corridor. Average Daily Traffic Volumes Bertram Rd. Bertram IL Route 47 IL Route Rd. Dickson Baseline Rd. Baseline Lakewood Creek Dr. Creek Lakewood Griffin Dr. Rd. Orchard Gordon Rd. Gordon Prescott Dr. Prescott Blackberry Rd. Blackberry Tr. Horsemen 31 IL Route 00 00 ,000 ,000 3 3 500 1,800 8,000 6,000 9 1 20,400 42,000 26,400 45,000 15,000 41,000

11,300 11,300 11,300 11,300 11,300 11,300 19,400 19,400 24,000 24,900 24,900 US Route 30

19,000 22,000 22,000 22,000 22,000 22,000 30,000 30,000 41,000 38,000 25,000 ,000 ,000 ,000 1,950 6,000 2,450 6,000 1,400 3 3,500 8 2,300 4,000 1,000 3 1,650 16,400 35,000 25,000 37,000 19,000 13,500 49,000

00,000 Existing (2011) Average Daily Traffic (From IDOT Website) Existing Signalized Intersection 00,000 Projected (2040) Average Daily Traffic (CMAP Projections) The Highway Capacity Manual TABLE 5 defines the level of service (LOS) Intersection Operations and Capacity Analyses of an intersection by measuring the average vehicle delay. The Intersection LOS measure uses letter grades, from Existing (2012) No Build 2040 Intersection LOS A (minimal delay) to LOS F a.m. / p.m. peak hour a.m. / p.m. peak hour (maximum delay). The Bertram Road (unsignalized) C / A F / F performance of US 30 is controlled Dickson Road (unsignalized) E / D F / F by several factors including traffic volumes, the number of lanes, the Gordon Road (signalized) F / B F / D number of access points, and the Prescott Drive (unsignalized) A / B E / C presence signalized intersections. Some of the corridor is Lakewood Creek Drive (unsignalized) B / B F / F approaching the limits of Griffin Drive (signalized) E / C F / E acceptable capacity. Roadway Blackberry Road (unsignalized) C / C F / F segments, signalized intersections, and nonsignalized intersections Orchard Road (signalized) F / F F / F are discussed below. Horseman Trail/Galena Road (unsignalized) E / C F / F

Under existing conditions, US 30 Baseline Connector Road (unsignalized) C / A F / F operates at LOS E from west of Griffin Road to the east end of the study corridor. Under 2040 no-build conditions (if no improvements are made), US 30 between Orchard Road and IL 31 will deteriorate to LOS F. Under existing conditions, the LOS at signalized intersections range from B to F; and under no build conditions, the 2040 LOS will range from D to F. The intersection of US 30 and Gordon Road operates at LOS F in the a.m. and LOS B

1-4 1. PURPOSE AND NEED in the p.m. peak periods; and in the future will operate at a LOS F in the a.m. and LOS D in the p.m. peak periods. The US 30 and Griffin Drive intersection operates at LOS E in the a.m. and LOS C in the p.m. peak periods; and in the future will operate at LOS F in the a.m. and LOS E in the p.m. peak periods. The US 30 and Orchard Road intersection operates, and will continue to operate, at LOS F in both the a.m. and p.m. peak periods. Under existing conditions, the LOS at unsignalized intersections range from A to E, and under no-build conditions in 2040, the intersections will operate at LOS F during both a.m. and p.m. peak periods (Bertram Road, Dickson Road, Lakewood Creek Drive, and Blackberry Road), with one exception. The unsignalized intersection at Prescott Drive will operate at LOS E during a.m. and LOS C during p.m. peak periods in 2040. Level of Service

1.3.3 Community Growth Proposed roadway improvements are needed to serve existing land uses and for remaining properties as they develop as predicted under the various land use plans. Properties along US 30 consist of a mix of uses: residential (both single and multi-family), public/ institutional (including park and forest preserve lands, as well as the Village of Montgomery’s Police Department), commercial development, and agricultural. Population forecasts by CMAP, the official land use planning agency for northeastern Illinois, project growth in housing and jobs to continue to 2040, when Montgomery’s and Yorkville’s combined population is projected to reach 82,292, a 70 percent increase over the 2010 population, and the number of jobs is projected to reach 34,324, a 43 percent increase (Table 6). The population and employment in both Kane and Kendall counties are also forecast to increase over the 30-year period. The increased population and employment will increase travel demand through the US 30 project corridor, which is a major east-west travel route. The communities along the corridor have tools in place, such as formal comprehensive plans and zoning, to guide future land use and development. Based upon review of the various adopted documents, continued commercial and residential uses are planned throughout the corridor. Most of the lands within Kendall County are incorporated municipalities of either Yorkville or Montgomery. All four governmental bodies with jurisdiction over land use development along the corridor—Kendall and Kane Counties, the Village of Montgomery, and the City of Yorkville—identify future development along the US 30 corridor.

1-5 1. PURPOSE AND NEED

TABLE 6 CMAP Population and Employment Forecasts Population Employment 2010 a 2040 Forecastb % Change 2010 a 2040 Forecastb % Change

Kane County 508,482 802,231 57.8 190,527 368,493 93.4

Kendall County 114,528 207,716 81.4 22,013 73,190 232.5

Village of Montgomery 25,144 43,731 73.9 6,159 16,533 168.4

City of Yorkville 22,942 38,561 68.1 5,093 17,791 249.3 Source: CMAP 2040 Forecast of Population, Households, and Employment (developed as part of the GO TO 2040 Comprehensive Regional Plan).

a 2010 Census households and 2010 (2012 update) Census employment, summarized to Subzone, by CMAP. b Per CMAP, aggregation of forecast data to the municipal and township level was created through a GIS-based exercise, where whole subzones were assigned to municipalities and townships based on the proximity of each subzone’s central point (centroid) to current municipality/township boundaries. Therefore, these summaries do not exactly account for population residing within existing municipal boundaries; they are approximate. Refer to the PDF maps available on the CMAP website for depictions of “assigned” municipal and township boundaries used to generate these summaries. These subzone aggregations were created for tabulation purposes only, and are not intended to suggest or predict the future extent of any community.

The Kendall County Land Resource Management Plan, adopted 2011, identifies business use occurring on properties within its jurisdiction that are farmed. Kane County’s 2040 Land Use Plan, adopted May 2012, designates “institutional/private open space” for undeveloped properties (currently in agricultural use) on the north side of US 30 between the residential development and IL 47. The City of Yorkville’s Comprehensive Plan, adopted October 2008, shows future commercial development for the part of US 30 within its corporate planning boundary (the south side of the roadway, just east IL 47). This land currently is in agricultural use. Finally, the Village of Montgomery’s 2011 Comprehensive Land Use Development Plan shows a mix of uses throughout the US 30 corridor, including open space, park, residential, industrial uses and commercial uses. The land in agricultural use (on the west end of the corridor) is shown as future retail development, on both the north and south sides of US 30. The agricultural areas at the west end of the project would be replaced with retail/commercial areas. These types of land use changes have the potential to change the travel characteristics along the project corridor.

1-6 The Data is provided without warranty or any representation of accuracy, timeliness, or completeness. It is the responsibility of the “Requester” to determine accuracy, timeliness, completeness, and appropriateness of its use. The United City of Yorkville makes no warranties, expressed or implied, to the use of the Data.

Public/Quasi Public Land Use Legend Montgomery 1 Public/Quasi Public Land Use ID

1 - Proposed Elementary School - Dist 115 2 - Proposed Elementary School - Dist 115 30 3 - Bristol Bay Elementary School 4 - Bristol Kendall FPD Station 3 1 5 - Bristol Grade School 6 - Bristol Post Office 7 - Yorkville YMCA 8 - New Life Church 9 - Cross Lutheran North 10 - Grande Reserve Elementary School 3 11 - Trinity United Methodist Church 12 - Proposed Police Station Facility 13 - Bristol Kendall FPD Station 2 14 - Autumn Creek Elementary School 15 - Kendall County Government Center 16 - Yorkville Congregational Church 17 - Yorkville REC Center 18 - Yorkville Post Office 2 4 19 - Yorkville High School 25 20 - Yorkville City Hall/Police Dept/Library 21 - Yorkville Grade School/Yorkville High School Academy 22 - St Patricks Catholic Church 23 - Yorkville Bristol Sanitary District 8 24 - Yorkville Intermediate School/Circle Center Grade School 25 - Bristol Kendall FPD Station 1 7 9 26 - Grace Community Church 27 - Yorkville Middle School 28 - Proposed Elementary School - Dist 115 29 - Cross Lutheran Church/School 30 - Proposed High School - Dist 115 5 10 6

Proposed Commuter Rail Station Blackberry Creek

Big Rock Creek 11 Plano

Rob Roy Creek 13 14 12 34

18 16 17 15 71 Oswego 20 19 22 21 Morgan Creek 23

Fox River

25 26

27 126

Hollenback Creek

Middle Aux Sable Creek

Joliet

Plattville

Legend

United City of Yorkville 0 0.25 0.5 1 1.5 2 Yorkville Planning Area 2008 Land Use Plan Suburban Neighborhood Industrial Parks/Open Space Locally Proposed Roads Land Use Classification Traditional Neighborhood Office/Research Commercial/Office Research 2008 Land Use Plan Miles Prairie Parkway B5 Alignment Rural Neighborhood Commercial Mixed Use Industrial/Office Research Prairie Parkway ROW Neighborhood Retail Public/Quasi Public October 28, 2008 Estate Neighborhood United City of Yorkville GIS

The Data is provided without warranty or any representation of accuracy, timeliness, or completeness. It is the responsibility of the “Requester” to determine accuracy, timeliness, completeness, and appropriateness of its use. The United City of Yorkville makes no warranties, expressed or implied, to the use of the Data.

Public/Quasi Public Land Use Legend Baseline Rd 30

1 Public/Quasi Public Land Use ID

Ashe Rd 1 - Proposed Elementary School - Dist 115 2 - Proposed Elementary School - Dist 115 3 - Bristol Bay Elementary School 1 4 - Bristol Kendall FPD Station 3 5 - Bristol Grade School 6 - Bristol Post Office 7 - Yorkville YMCA JeterRd 8 - New Life Church 9 - Cross Lutheran North 10 - Grande Reserve Elementary School 11 - Trinity United Methodist Church 12 - Proposed Police Station Facility 13 - Bristol Kendall FPD Station 2 14 - Autumn Creek Elementary School Willoughby Ct 15 - Kendall County Government Center Barrett Dr Plymouth Ave

16 - Yorkville Congregational Church r D

17 - Yorkville REC Center n Timbalier St o Po o rt 18 - Yorkville Post Office ag n M e L Bristol Bay Dr Ln f 19 - Yorkville High School l t a S

Camden H t M 20 - Yorkville City Hall/Police Dept/Library GarritanoSt t arq iner Ave e uette rd n a 21 - Yorkville Grade School/Yorkville High School Academy r S G u t 22 - St Patricks Catholic Church B Pierpont Bertram Ln D 23 - Yorkville Bristol Sanitary District r Ln St

24 - Yorkville Intermediate School/Circle Center Grade School Winchester Harrisson 25 - Bristol Kendall FPD Station 1 Sara 26 - Grace Community Church 27 - Yorkville Middle School Pensacola St

28 - Proposed Elementary School - Dist 115 Tampa Dr

29 - CrossRd Creek Rock Lutheran Church/School

Ct Ln 30 - Proposed High School - Dist 115 Galena Rd R

o Pleasant s Briscayne e n

d w

R i

n r

k e

e t

e 2

E W Beecher Rd Beecher W t kel S nwin se o R

Corneils Rd

Corneils Rd Ryan Ct

r Nathan Dr D

47 H

o Dr

d Ryan Dr Ryan

e l Gabriel a r C n D atha

Jon

r D Commercial Dr d Fontana N

Crestwood Dr o

o Dr

B w

e r

n i LongviewDr

i d P Beecher Rd Beecher ood Dr e g W Av e

Lauren Dr Lauren Wheaton S Shadow t

d rtrie Way R Mu Plano Mc

n n E

i Proposed Commuter l d

a e n

m McMurtrie Ct Dr a Rail Station A

d l a G l o

n l Dr E d D e nrod al Dr e ry rber L inte n W

l O leaf Tr Twin v e r l Newbury Dover Ct o F Catalpa o ax Ln Essex on uckle Cheshire k R eys d Ct n C Trl Ho Ct Ct

A a t m r i 11 n Rd Red a c airhaven r bud i F D D n a r r d D a L L n n Boomer Ln Iroqois Ln ac um Alice A S Yellowstone Ln ve Canyon Trl Ct

Canyon Trl L r ington Ci d Denise Ct Lex

n White Plains Ln Norton Ln Concord a

h Ct t Rob Roy Creek r o

N Anderson Ct High Ridge Ln Red Tail Ln 12 Meadowview Ln W 13 estern Ln Strawberry Ln Blackberry Shore Ln

E r Ke D nd a Dr ll D l l r a Carpenter w

e d Naden Ct St i n v

t Gillespie Ln e d

K R

k B

e h a e W Dickson Ct Menard g

M c u

h Dr H e

Conover Ct c r t

Erica Ln C M R Edward Ln ern d Mulh

Blackberry Ct Cannonball Trl Diehl Farm Rd Blackberry Ln 16 E Countrysid

Palmer Ct Palmer e Pkwy Hickory Ln Hickory

Isabel Dr W Cottonwood Trl K 17 W e C Stone- 34 Veteran n s Pkwy d e ridge Cir al n l t D Powers Ct e Cottonwood Ct n r r Cypress L Stone- P

L ridge Ct k

a St w n SycamoreRd Re n y h o John St

J Chestnut d 15 v Hill l cr Sequoia Cir est Ave White B

Pine Ct E Veterans Pkwy n Cir

Cannonball Trl L e

n Asp epend enc Leisure St Ind M

Carolyn Ct Carolyn en L

e n

W Chestnut Ln e

Patrick a r

r CornellLn

g N Carly Cir k

l o r

Ct Pleasure Dr e e w C t v o Chestnut Ct Prairie Ln P

E el d Purc l S l t y L a S Conover Ln and W Georgeanna St ma c Eldamain Rd Eldamain a C rk e y Sunset Ave Ave C C D

t r a a r r ly N Bridge St l Ct D Heritage y Cir ly r r Dalton St a Dr C W Walnut St n L ArrowheadStillwater w St M Andre 20

i Jackson St d t c R Appletree Ct 22 Victoria 19 h Martin y y

e e m

l l Ave Ave oodview St h E Elm St W s

D A Marie Ave

r 21 Bristol Ave E Park St

Game Far Schaefer Rd TowerLn W Somonauk St Wacker Dr E Sp ring St St

West Mitchel Ct Mitchel E Center St

Freemont St E Mitchel Dr t Rd River S

l Church St Behren King St l

t e S u

Liberty St r d E Main St Sanders Ct o B 23 McHugh Rd Woodworth St o

Schaefer Rd Ga wne Ln

Worsley St River Birch Dr Windham Fox River River Birch Ln Cir E Hydraulic Ave Windham

Cir Adams St Ct State St

Madison W Madison St E Van Stony Creek Ln W Emmon St Tyler Cree Sharon Ln h i te W Ridge St

r St E Ridge St Spruce Ct D Ct Fir Ct O Jefferson

St d a eustis St n St amin St n Morgan St Bell St

Legend

United City of Yorkville 000.25 .5Yorkville Planning Area 2008 Land Use Plan Suburban Neighborhood Industrial Parks/Open Space Locally Proposed Roads Land Use Classification Traditional Neighborhood Office/Research Commercial/Office Research 2008 Land Use Plan - NW 1/4 Miles Prairie Parkway B5 Alignment Rural Neighborhood Commercial Mixed Use Industrial/Office Research Prairie Parkway ROW Estate Neighborhood Neighborhood Retail Public/Quasi Public October 28, 2008 United City of Yorkville GIS

Village of Montgomery 2011 Comprehensive Land Use Development Plan

U WARREN AVE

N WALTER AVE

L Y GOLFVIEW ST

WESTON AVE L

U 5TH AVE

BRO LOWRY ST SMITHST

LEIGH ST C AVE EAST L JENNY LN JENNY BLUFF ST

TEAK LN VERITYST GARY AVE GARY K FIFTH AVE L MIDDLEFIELD AVE MIDDLEFIELD AVE 5TH AVE W RIVER ST 5TH AVE WNS CT

TERRY AVE TERRY

H LAKE ST L SEMINARY AVE

L EDGELAWNDR

O BARNES RD JERICHO RD C J SCHOMER AVE WINDSOR AVE LINDENWOOD AVE K E RATHBONE AVE

RI ARNOLD AVE AVE HILL A PALMER AVE JERICHO RD MARION AVE CH S V BOWDITCH ST LASALLE ST

U E M O M C ALLAIRE AVE BISHOP ST BROADWAY AVE ZIEGLER AVE WEBSTERST E I R 6TH AVE R AVE FARNSWORTH

STATE ST STATE LOUCKS ST LOUCKS

I SUMNERAVE

L AUDUBON LN MCCLARAN AVE MCCLARAN L HAMILTONHAZEL ST AVE SEXTON ST MAPLE AVE OHIO ST

LINDENWOOD CT ST D SILL AVE ST KENDALL R EVANS AVE 6TH AVE 6TH AVE

CONCORD ST

CORNELL AVE LINDEN AVE 7TH AVE CALHOUN GRACE AVE T MORNINGSIDE AVE E NINGSIDE AVE AV MOR ROSEMONT NMAN ST 7TH AVE LOGAN ST

SARD AVE HI WATSON ST

SIMMS ST S ST OLIVER AVE D GRAY AVE SW R BANGS ST AR SMITHBLVD SPENCER S T GATE HM O R 5TH ST

RE D JACKSON ST LOUCKS ST LOUCKS

TALMA ST

POWELL AVE AVE FARNSWORTH

THENA SIMMS ST

LEBANON ST HILL AVE HILL

CORNELL AVE CORNELL GUSTO DR GUSTO JOHNSTON DR JOHNSTON RA DC ROCHESTER DR LI FFE DR EUCLID AVE D HOLDEN AVE R L D © L R E LAFAYETTE ST

JERICHO RD DR MONTICELLO S MASON AVE BRYN H U LINCOLN AVE M A C E UNION ST WR DR SYMPHONY DR A S ST LOUCKS S R Y OD SARD AVE BINDER ST BINDER ST

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O U PEARL ST ASHLAND AVE BINDER ST U R

C CALHOUN ST ASHLAND AVE SUMNERAVE S ASHLAND AVE K E ASHLAND AVE S A OLIVER AVE 0500 1,000 2,000 3,000 JA S MES ST MONITOR AVE S N DR O T IO T N

SERENDIPITY DR SERENDIPITY

A S Feet E AVE PETERSEN V R TIN A B R B A L MAIN ST M KECK AVE E V

NION ST NION L

D GATES ST GATES

U E BANGS STBANGS

RIVERSIDE DR PLEASANT PL C

SPENCER STSPENCER

HINCKLEY ST HINCKLEY JACKSON ST JACKSON 1" = 1000' printed at a 24 x 48 scale. PARKER AVE KNELL ROAD PARKER AVE HOWELL PL

JERICHO RD PARKER AVE HINMAN ST

FARNSWORTH AVE FARNSWORTH

ILLINOIS ROUTE 47 ROUTE ILLINOIS RIVER ST

DOUGLAS AVE DOUGLAS HOMER AVE HOMER ELLIOTTAVE D HENRY CT Y R PARKER CT PARKER BARDWELL ST MER TGO ON HINMAN ST M

KNELL RD ST 4TH LEBANON ST LEBANON

BROADWAY AVE MARSCH AVE

STATE ST STATE HINCKLEY ST HINCKLEY HOWELL PL

WATSONST MONTGOMERY RD BANGS ST BANGS

MELROSE AVE PENCERST MELROSE AVE MELROSE AVE S

E SHERMAN AVE ST UNION HARTWAY DR L HARTWAY CT

O ST TAYLOR ST PLEASANTPL T T MADISON ST

A MAINST

E LEBANON ST LEBANON SHERMAN AVE SHERMAN AVE JACKSON SHERMAN AVE ST GATES SHERMAN AVE KIMBERLY LN

AUCUTT RD T WEBSTER ST CAROL PL

COMMERCE DR CLINTON ST H O

PEARL ST PINE RIDGE LN S 5TH

W PEARL ST PEARL

CROWN DR EL DR PARK L

WATSON ST TALMAST SHETLAND LN P KINGSTON AVE HARMONY DR RAYMOND DR L FAIRFIELD WAY DR ROYAL FARNSWORTH AVE MARBILL FARM RD DR AMBER

OAKLAND AVE SPENCER ST SKYE WAY SKYE

INDUSTRIAL DR INDUSTRIAL DR

H KE MILL ST 30 E LA NT CLAY ST A

SCHEURING PL SCHEURING E S N DR CRESC LAKE ST T N E MAPLE RIDGE LN A L E ST HINCKLEY HE D OAK RIDGE LN DAWN AVE N T R M D GREENFIELD AVE R R S Y R E D A S T A O B HARRISON ST

1ST AVE DR RIDGE WALUT

T O A PLEASANTPL IVY LN E R W P N O DR HINMAN ST T L N Y H IL N W WABANSIA AVE A E E RD ALBRIGHT T E K WABANSIA AVE G Y T E L

URNBERRY LN PKWY SIMPSON RAILROAD ST R N D C R E O A I N L R N V A W N W L E D O I SCOTT ST

T COUNTRYSIDE AVE HIGHWAY COUNTY N D S E

R SYCAMORE LN C K W MONTGOMERY RD FOXMO IE OR V EAST RIVER RD ATHERINE LN SIMPSO KE R DR EE K N N NEDY D CR PK FELLEMORE LN W ALBRIGHT RD 31 SEDONA AVE Y US 3 OM IL L 0W R US F MAIN ST MONTGOMERY RD Y 3 BERTRAM ROAD N 0E D T JEFFERSON ST MONTGOMERY RD C A O MA E ATAL LN WATKINS ST 3RD AVE NNIN G AV INA I B

L VICTORIA DR L

MULBERRYDR 2ND AVE 2ND SIMPSON P DR KEVIN K E R W 3 UNITED STATES HIGHWAY 30 (BYP)RAILROAD ST Y W 1 N I

R DR STEPHEN O A C NAM E A D DR BRADLEY STAR LN BOHR AVE R A V C E ALBRIGHT RD C

M W A KUNKEL LN R L NESS WAY D S

B R I L B A I S

N S RD S N E F DOUGLA R Y L TI E F D W A

I A UNITED STATES HIGHWAY 30D (BYP) V GORDON RD GORDON D R A E E R Y C A

G T LI HOLMES PL D C K BRENTWOOD AVE S

A T

E N ER NT B IC CE A A N E CIV VE BARBRA LN D G L

CASE AVE AVE BROADWAY E P

L CT SIMPSON

E N R

BROCH WAY L L E

I R

G R

HT DR FAXON N V CI Y A LEXINGTO R E D R R N STIRLING CT S NE D OAKTON RD BASELINE RD R HILL A D A TE C TIMBER L R C R B N R IVE EN I R D W EMERALD DR BASE LINE RD D R RT 30 R

D R I E RT 30 JENNA CT EAST RIVER RD C BASE LINE RD HL KATE DR D G T JENNA CIR KAT E R E EN ID L R AM C E R H GARNET LN I ALBRIGHT RD N R IV M MARQUIS ST R R U LVD D T B G T AU RIDGE R S W WILLIAM DR S F RD ON R E E F S TH A IF SEA A CHAD CT L ADAM AVE B T E O REBECCA CT C N AMETHYST LN

E A X R

D M TRL HORSEMEN HILL AVE

C M IA GRIFFIN DR GRIFFIN

V C E R

A B FO A E T

GALLANT X D D KYLA CT KYLA C C W S FRANCES LN C R IR DEER RUN DR I W

R IR IN H READING DR EMMA AVE EMMA O R P A E B D I D K R RI R A D T AR FF L G CLI F M D F

CHAD LN CHAD R

E O T L Z I

A PKY CENTER VILLAGE N M A F BRIAN LN BRIAN T N N R N K ESIDE DR

M E U D U R RT 30 R SH A D FOX R TROON DR A F ONYX DR GOODWIN DR

1 DOUGLAS RD A C 3 R T N S D D F N A R L N CATERPILLAR DR L E Y HUNTER DR S D S T W L C RT 34 A RIVER RD R C AMSTERDAM CIR R Y T N E WIESBROOK DR R E C R O K

D I STFIFTH R L RT 25 D FERNWOOD RD C L MAYFIELD DR D IR A O HAGAMAN LN O

W ALDON CT G GORDON RD GORDON HEATHER LN GALENA RD L FERNWOOD DR L INGLESHIRE RD E GAYLORD LN L W N O WHIRLAWAY LN P R C R T A I O N D D C I N T L DO O K R SHERMAN R L A E N L F O IE D D D TO MARGA R R N D Y R T C R JASON DR A E I RT34 L R E

ROULOCK RD ROULOCK L I R F D G D SECRETARIAT LN B F HE N D ATH WIESBROOK DR 5TH ST N I GAT E D E R E R PEMBROKE RD D P

R ALDON RD E D R JACOB AVE O G SILVER CHARM LN O BRIARCLIFF RD W

MILLRACE LN MILLRACE K DE ENS DICKSON RD DICKSON N I RIVA RIDGE RD RIDGE RIVA D MARNEL RD N R

H GT N D ARTESIAN LN ARTESIAN R O

A SONORA DR SONORA S CT R W N BRAEBURN DR M O F U PT LN AVALON LN H M FTH EIGE C I S L R IRON D F T T O I H FERDINAND LN FERDINAND T MEADOWVIEW LN S R R RK A N B E A HANOVER CT

C E MAJESTIC PRINCE LN PRINCE MAJESTIC BEREMAN RD BEREMAN ARDEN DR N SPRING G T E

PATRONLN E Y O S H Y IN

L R MONARCHOS LN MONARCHOS BEAU RI N A W WI G R L U L C D RT 30 E D M T N Y SAVOY LN A K O R M Y D R P Y D W A B R ASTOR LN U L

GENEVA LN GENEVA B E V I OX L R I O CONCORD DR A WYNDHAM DR N A O Legend N

SIMON CT LN HANBURY G

R S L TEALWOOD RD N B R O S T

THUNDER GULCH RD GULCH THUNDER N WEST FR RD E D G C C P F C A

C T T L R R I PROVIDENCE LN H K E H N

WHITE ROSE DR ROSE WHITE D SPOKANE WAY A E A I R I

S N L M R RT 30 E R S LONG BEACH RD O RT 34 I P D K G

D I R N E T RK R I P LAND CI D O D F N RD B GALENA RD ROCKY WAY N L

N G A L I E A E R L N MONT E C L A R L D A C A D E N H L D T U D HA L N D

I BUC O A R D L R R A HERITAGE NEIGHBORHOODN I GARDEN DR N R R S C D N E SIMON DR SIMON E

B G

K RT 47 RT D R P L RT 31 O R O E SHEFFIELD RD B A PRESCOTT DR PRESCOTT N R S AMESBURY RD R LE R N D C D POINT OL O E BLVD O X CONCORD CT NT CT D

LAKEWOOD CREEK DR CREEK LAKEWOOD O VENETIAN WAY L O KSI 30 N D N C SUMMERWINDDR E DR

K HARTFIELD DR HARTFIELD

S Y D

DEERPOINT DR DEERPOINT RURAL RESIDENTAL STRATFORD RD STRATFORD T A BIRCHWOOD CT R O W SAUGATUCK RD

D BL R HILLCREST CT E A POMEROY RD U B

SIERRA RD SIERRA P

SIMONLN B

PRAIRIE CROSSING DR CROSSING PRAIRIE SCARSDALE RD U H TRADITIONAL RESIDENTIAL PATTERSON RD SAUGATUCK RD MINGTON LAKES D R HUNTINGTON LN FAR

WESTGATE LN

MANCHESTER DR RD CODORUS CIVIC WEST LARKSPUR LN LARKSPUR WEST BARNABY DR TH CI AROLOTTE LN R RD RD I R H D FO D C A IL N U U

J E CYPRESS DR 25 G AN DR CAYM T BIG BEND DR VIC A TO M RIA L N JUANITA LN R MARLIN DR TOWN CENTER

B ANGELA CIR ANGELA

E BOULDER HILL PASS HILL BOULDER

P THOMAS LN THOMAS PECOS CIR R CYPRESS DR ANCHOR RD ANCHOR RD OLD POST RD

T R R 34

LN DOLPHIN CT D ORCHARD RD ORCHARD K I JULIE LN LN WILLOW V

H CT JOSEPH O LARKSPUR LN LARKSPUR

CIRCLE DR 31

N D A N R PRIVATE OPEN SPACE COMMERCE DR O W SILVER CIT B M H Y O I C N SHELL CT R T T L E D BOAT LN S A NCHOR RD R GALENA RD S F IF S A O L ME R N C RSET D R

N M D ID IA SHORE CT G S D A E IN F L R PARK IE N I L N D LIGHT RD F RD A I BROOKSIDE LN SHORE DR ELD D POINT RD D R R FOSTER DR RICK CT R W E KEVIN LN V D LUCKY CT O R FRANCESCA CT T L D L C U OR CIRCLE CT IR L PICKF C M Y C E CONSERVATION E A S IN L N O S G KRISTINE ST C B T TON D R U S R A O ANTH E DICKSON RD AUGUSTA RD A ON P W N Y E E T B C A M O T R N C IL ES L C MARK CT FO L R HIGHLAND DR R N E T D N E MIXED USE S L K Y H IG D R LE A R E T R BROCKWAY DR D N C M LAURIE LN W RD O Y ATE RFO T E S HL BROCK CT AS

CHARLES CT DR CEBOLD C R R O BENT TREE CT FLINTLOCK CT K F NEIGHBORHOOD COMMERCIAL DELORES ST C T I ON R D W RD R K E IC CROFTON CT H OTTER WAY W C CENTURY DR S BE O G AU ME GRAYS DR L EASTWAY DR D ADE RD DR UM E E BU S S IN D RETAIL ER LV R O F W Y D E CHUC TUR R R OD K TRL RD BISON MANHATTAN CIR EN B R WO C O U E AKLA C T C WN K AV N C O E L T R L A S U NORTHAM W I G P MILL RD O L FAWN DR TO DR 34 HITE A COMMERCIAL BUSINESS W D LENNOX DR N T DR D R L R LENNOX CT C E CENTURY CT TING H I L D NOT A F N R M R F O E TE 31 G W LON D T KSB R S PRESWICK CT URY CANNONBALL RD FOX CHASE DR E C H I T R GLENDALE AVE C H O R OFFICE RESEARCH N BOBCAT CT S B KENNEDY RD R URY D C R TETA IL I C H I OAKWOOD DR N W D E R

BEAVER CT BEAVER LOMBARDY LN F 47 O BEAVER CRS DEERPATH DR RD MANUFACTURING PRODUCTION ASSEMBLY D ASHLAWN AVE ASHLAWN BOULDER HILL PA R

Village of Montgomery LYNX LN CORNEILS RD MILL RD

PINERIDGE DR 200 N. River Street HOLLY LN WAREHOUSE DISTRIBUTION WOLF ROAD

Montgomery, IL 60538 RD DOUGLAS BOULDER HILL R T L L A 630-896-8080KENNEDY B N This information is for reference purposes only and the Village of Montgomery is not responsible for its accuracy. 2010 O RD/2100S TH N N A RO C

WOLF RD DOUGLAS RD (S) RD DOUGLAS

E MADISON

Squaw Rd Baseline Rd Route 30 Baseline Rd Hill Ave Future Land Use Plan Blackberry Creek Forest Preserve Us Hwy 30 Bypass Route 34 Ashe Rd Fernwood Rd

LITTLE Jeter Rd

Clark Rd Clark Afton Dr E RiverAldon Rd Rd Marnel Rd Route 30

ROCK Rd Dickson MONTGOMERY Hampton Rd AURORA VilminRd

TylerRd Longbeach Rd Galena Rd Scarsdale Rd Kendall County, Illinois

Jay Woods Forest Preserve Marlin Dr Saugatuck Rd J St J

Rock Creek Rd Creek Rock Sears Rd E Highland Dr Route 34

Willow Ln Gastville St Route 25 Route

Dickson Rd Dickson Light Rd Old Post Rd E Dr Circle BRISTOL

ELarkspur Ln LITTLE ROCK Smith Rd E Beecher Rd Dolores St OSWEGO Route 31

Henning Rd W Beecher Rd Glenda Ln Mill Rd

Harvey Rd

N Bridge St Mill Rd

OrchardRd Wolf Rd Corneils Rd Cannonball Trl Miller Rd Wolf Rd Wolf Rd Route 47 FOX KENDALL NA-AU-SAY

E Rickard Dr West St Burkhart Dr

Osage Ct N Madison St

Meyer Rd Route 31 Grove St Beecher Rd Beecher

N Royal Oaks Dr Ave Clark Harvey Rd Harvey

Cook Cook Rd

S Cannonball Trl Bristol Ridge Rd W Rickard Dr Rickard W

Sedgewick Rd W Pleasantview Dr Rd Roth Rance Rd Riverview Ct S Madison St PLANO Faxon Rd BIG GROVE LISBON SEWARD

Faxon Rd Eldamain Rd Eldamain Cannonball Trl Creek Rd Route 47 Douglas St Huntsmen Dr OSWEGO Kennedy Rd Route 71 Little Rock Rd Dr Pheasant

Sundown Ln Ln Palomino Frazier Rd Woolley Rd Woodland Dr BURLINGTON NORTHERN Kingmoor Ln Plainfield Rd

Laurie Ln Route 34 E Route 34 StewartRd William Ln E Route 34 Scotch Rd S Ben St LEGEND W Route 34 Cannonball Trl W rOUTE 34 N Bridge St Tuma Rd

GroveRd Urbanized Areas

W Route 34 Minkler Rd W Jones St Needham Rd Rd Douglas Collins Rd Leslie Ln Conover Ln (Incorporated) Route 34 Hale St Andrew St

Park Dr S Amy Dr SANDWICH Oak Creek Dr YORKVILLE Route 71 Schaefer Rd Tuma Rd Suburban Residential Hale Rd Blackhawk Rd Griswold Springs Rd Griswold Springs Rd Simons Rd Gilmore Rd W 127th St W 127th St Subat Forest Preserve Wacker Dr (Max Density = 1.00 DU/Acre) Ponderosa Dr Quinsey Ln Tallgrass Ln Burr Oak RdMaramech Forest Preserve Stephens Rd Rural Residential Lions Rd Van Emmon Rd Foxtail Ln Half Round Rd River Rd Lyon Forest Preserve (Max Density = 0.65 DU/Acre)* Hoover Forest Preserve Fields Dr Reservation Rd Dover Ct E Schoolhouse Rd Richard Young Forest Preserve Rd Ridge S Rural Estate Residential Ford Dr Ravine Ct Poplar Rd Hilltop Rd Audrey Ave

Settlers Ln (Max Density = 0.45 DU/Acre)

S Bridge St Fox Rd Hilltop Dr

Chippewa Dr Red Gate Ln Gate Red Steam Mill Ct Southfield Ln Cherry Rd

Millhurst Rd Countryside Residential Polo Club Dr Club Polo

SILVER SPRINGS Specie Grove Trl RidgeRd Pavillion Rd Pickerill-Pigott Forest Preserve Fox Ct Cherry Rd (Max Density = 0.33 DU/Acre) Stagecoach Trl Johnson Rd W Highpoint Rd Whitetail Ridge Dr Sandy Bluff Rd Bluff Sandy Route 71 PLAINFIELD Commercial Whitfield Rd Route 126

Highview Dr Rd Schlapp

OakbrookRd Harris Forest Preserve MILLBROOK Fitkins Dr Millbrook North Rogers Rd PlainfieldRd Mixed Use Business Meadow Ln ILLINOIS RAILNET Shuh Shuh Gah Canoe Launch

Legion Rd Fairway Dr Fairway Ronhill Rd Transportation Corridors Betty Ln Finnie Rd Finnie Budd Rd Maple Ridge Ln

Fox Run Dr MillingtonRd

E Highpoint Rd Foxhurst Ln Mining

Millbrook Rd Ament Rd Millbrook South Lisbon Rd Bernadette Ln Deere Crossing Dr Route 71

Cotswold Dr Potential Mining District

S Ridge Rd Ridge S S SchlappS Rd

N Stonewall Dr W Wheeler Rd N Brodie Rd Gates Ln Wheeler Rd W Wheeler Rd Wilcox Ct S Stonewall Dr Rd Hopkins Hollenback Sugarbrush Forest Preserve Rd Line Public/Institutional Hamlets Fox River Dr Rd Penman

Ashley Rd Ashley Agricultural Walker Rd Rd Hollow Sleepy Walker Rd Schlapp Rd Schlapp Open Space

Vine St Arbeiter S Rd ImmanuelRd Crimmin Rd RidgeRd Forest Preserves/State Park MILLINGTON LisbonRd HollenbackRd Caton Farm Rd Natural Resource Areas

Sandhill Rd Rd Line Fox River Dr Hughes Rd Proposed Prairie Parkway Utility

JOLIET PetersonRd *Note: Additional Density Bonuses up to 0.85 DU/Acre may be applicable; refer to Chicago Rd Finley Rd individual township summaries for explanation of density bonuses W Helmar Rd Helmar Rd REVISIONS RESOLUTION DATE CHANGE HELMAR PROPOSED LISBON/ 2001-06 4/17/2001 MODIFIED CATEGORIES TO COORDINATE WITH PLANNED DEVELOPMENT

HELMAR BYPASS ZONING; ADDED COMMERCIAL NODES AND UPDATE OF SEWARD AND

NA-AU-SAY TOWNSHIPS

Sleezer Rd Sleezer GroveRd

Newark Rd MckannaRd NEWARK 2002-11 06/2002 ADDED RURAL RESIDENTIAL AND COMMERCIAL AREAS AROUND NEWARK Van Dyke Rd AND LISBON TO REFLECT THE ADOPTED FUTURE LAND USE E Route 71 RECOMMENDATIONS FOR BIG GROVE TOWNSHIPS

Sheridan Rd 2003-14 6/17/2003 MODIFIED CATEGORIES TO COORDINATE WITH THE FUTURE LAND USE Newark Forest Preserve Plattville Rd PLATTVILLE PLAN FOR THE NORTHERN THREE TOWNSHIPS

Pletcher Dr Townhouse Rd

Route 47 Route ADDED FUTURE LAND USE AREAS IN LITTLE ROCK, BRISTOL, AND OSWEGO Chicago Rd TOWNSHIPS TO REFLECT THE ADOPTED LAND USE RECOMMENDATIONS FOR THE NORTHERN THREE TOWNSHIPS AND REFLECT RECENT Jones Rd Jones Rd MUNICIPAL ANNEXATIONS BY JOLIET AND MINOOKA Lisbon Center Rd 2004-04 3/16/2004 ADDED FUTURE LAND USE AREAS IN NA-AU-SAY TOWNSHIP TO REFLECT Lisbon Center Rd LISBON Rd Arbeiter Big Grove Rd THE ADOPTED LAND USE RECOMMENDATIONS FOR THE NA-AU-SAY CENTER TOWNSHIP/EAST ROUTE 126 CORRIDOR PLAN

2005-08 3/15/2005 ADDED FUTURE LAND USE AREAS IN FOX AND KENDALL TOWNSHIPS TO Baker Woods Forest Preserve REFLECT ADOPTED LAND USE RECOMMENDATIONS

2005-25 12/20/2005 ADDED & UPDATED FUTURE LAND USE AREAS IN LISBON, SEWARD, AND SOUTHERN NA-AU-SAY TOWNSHIPS TO REFLECT ADOPTED LAND USE RECOMMENDATIONS Fern Dell Rd Chicago Rd Route 52 Fern Dell Rd 8/22/2007 UPDATED PRAIRIE PARKWAY ALIGNMENT (PREFERRED ALTERNATIVE B5

Bushnell School Rd Bushnell School Rd ALIGNMENT ANNOUNCED BY IDOT ON 06/01/07) Fennel Rd Fennel

2008-24 06/2008 UPDATED FUTURE LAND USE AREAS IN FOX, KENDALL, AND BIG GROVE 2008-25 TOWNSHIPS TO REFLECT ADOPTED LAND USE RECOMMENDATIONS FROM TOWNSHIP LRMP UPDATES AND THE FOX RIVER CORRIDOR PLAN Anderson Rd Townhall Rd

Roods Rd Roods 2009-03 1/20/2009 UPDATED COUNTY AND TOWNSHIP LRMP MAPS BASED ON THE LAND USE

MAP FOR THE ROUTE 126/MINKLER ROAD AERA JughandleRd

04/2011 UPDATED SECTIONS 1 - 5 Indian Rd Bell Rd

Church Rd Apakesha Rd

County Line Rd Line County ORIGINAL ADOPTION - MARCH 1994 LAST REVISED - APRIL 2011

Route 52

Hare Rd Hare Hanson Rd Hanson

Scott School Rd School Scott

ObrienRd Wildy Rd Stephens Rd E Joliet Rd Joliet Rd Brisbin Rd Ü Joliet Rd LISBON Townhouse Rd Townhouse MINOOKA

Whitewillow Rd Quarry Rd

S Canal St Canal S 042Miles

RidgeRd Hanson Rd Hanson Proposed Prairie Parkway Holt Rd Holt Rd Holt Rd Holt Rd Hill Rd This work is provided as is, without warranty of any kind, either expressed or implied. The information represented may contain proprietary and confidential property of Kendall County Illinois. LisbonRd Under United States Copyright protection laws you may not use, WB I80 reproduce, or distribute any part of this document without prior W Sherrill Rd Sherrill Rd Ave Wabena written permission. To obtain written permission please contact Kendall County GIS at 111 W Fox St, Yorkville, IL 60560. 5-24