EVANSTON GATEWAY, Llc Future Home of CITY GRANGE - Education-Based Urban Garden and Lifestyle Center

EVANSTON GATEWAY, llc Future home of CITY GRANGE - Education-based urban garden and lifestyle center

re-zoning, special use and planned development application

100 Chicago Avenue, Evanston, IL TABLE OF CONTENTS

I. PROJECT OVERVIEW A. Project Narrative B. City Grange Summary C. Peterson Garden Project Summary

II. RESPONSE TO STANDARDS A. Response Map Amendment Standards B. Statement of Public Benefits C. Response to Special Use Standards

III. APPLICATION FORMS A. Re-zoning Application Form B. Planned Development Application Form C. Special Use Application Form D. Certificate of Disclosure of Ownership Interest Form E. Proof of Ownership

IV. PLAT OF SURVEY & LEGAL DESCRIPTION

V. ZONING ANALYSIS

VI. PLANS A. Development & Landscape Plans B. Preliminary Drainage Plan

VII. SCHEDULE OF DEVELOPMENT

VIII. MARKET FEASIBILITY STATEMENT

IX. TRAFFIC CIRCULATION IMPACT STUDY

EAST\147608816.4 100-130 CHICAGO AVENUE PROJECT NARRATIVE

OVERVIEW

The Applicant, Evanston Gateway LLC, proposes a 5-story mixed-use building with approximately 26 residential units above ground floor retail, garden center, café, educational and event space. The subject site consists of a surface parking lot and former auto body repair shop and gas station located at the northwest corner of Howard Street and Chicago Avenue. The site is bounded by existing Metra tracks to the west, an existing gas station to the north, Chicago Avenue and the CTA rail yard to the east and Howard Street to the south.

The proposed project is a collaboration between the Applicant and LaManda Joy, founder of the nonprofit organization Peterson Garden Project. The proposed development will include an education-based home and garden lifestyle center and retail space with 26 rental dwelling units located on the floors above. All 5 required affordable residential units under the Inclusionary Housing Ordinance are proposed to be provided on-site at 80% of area median income (AMI). The garden center will consist of approximately 4,500 square feet of retail and a 7,000 square foot yard. The Applicant would like to work with the City of Evanston and Peterson Garden Project to pursue a beautification lease for the rail embankment to the west of the Property.

The subject property is located approximately 760’ east of the Howard CTA red, purple and yellow line station and within the vicinity of numerous CTA and Pace bus routes. Parking for 30 vehicles will be provided on a surface parking lot on the north end of the subject property with access provided by a single full-access curb cut located approximately 340 feet north of Howard Street.

REQUESTED ZONING APPROVALS

The site is zoned B3 and C1. The Applicant is requesting approval of a map amendment to re-zone the portion of the property that is currently zoned C1 to a unified B3 zoning classification and special uses for a planned development and open garden sales lot. The planned development is necessary due to the project containing more than 24 dwelling units and more than 20,000 square feet of commercial space. Development allowances are required for the parking count and setbacks/landscaping, due to unique site configuration. No other bonuses or relief are required for density, height or unit count. The project is otherwise in substantial compliance with the Comprehensive General Plan, Design Guidelines for Planned Development, Evanston Zoning Ordinance, and other pertinent city planning and development policies, as set forth in the enclosed application materials.

Relationship to Comprehensive General Plan

The proposed development fits squarely within the City of Evanston’s Comprehensive General Plan. The Comprehensive Plan states that there is potential for redevelopment along Howard Street and multifamily housing is a strong possibility for development along Chicago Avenue, due to the strong mass transit service along the corridor. More specifically, the Comprehensive Plan states that residential/commercial mixed-uses along Howard Street east of Ridge Avenue could lead to an increase in pedestrian activity and “eyes on the street,” which would benefit the surrounding neighborhood. The proposed development is consistent with all of the land uses and developments envisioned by the Comprehensive Plan for this area.

Compatibility with Surrounding Neighborhood

The subject property is truly a gateway location into the City of Evanston and is currently characterized by underutilization and blight. The proposed development will provide an attractive and active gateway to the City which will provide new housing and residents, and will attract retail visitors and gardening enthusiasts

EAST\147608816.4 from the surrounding area. This will build community in the neighborhood while strengthening Evanston’s tax base.

The architecture of the neighborhood immediately around the site is sparse and varied, including auto repair facilities, gasoline service stations, low density mixed use retail structures, and multi-story apartment buildings. This project will fill what currently feels like a void at the northwest corner of Howard and Chicago. The building will serve to bound a pedestrian space that will exist between the buildings on 3 corners and the park directly across the street to the south. Considering the open park space directly to the south of the property, an uninterrupted vista of the proposed building will be visible from Clark Street as one drives north, effectively creating a gateway to Evanston where currently a parking lot exists.

Compatibility with Design Guidelines

The proposed development utilizes high quality design that integrates a residential building into a larger garden center and retail destination. The building massing is appropriately placed on the subject property along the major thoroughfares to provide a strong corner at Howard and Chicago. By utilizing the acute angle of the southern boundary of the site, and employing an angled parapet wall, the building will emphasize the effect of the "point" and create a dramatic formal presence on the street

The massing of the building is broken down by shifting of planes at the south and north elevations, as well as by carving out balconies on the south, east, and north elevations. The pattern of alternating windows over every other floor gives the building an informal and casual appearance suitable for a residential use. The sloping roof line at the north and south facades serves to exploit the irregular shape of the site while putting massing emphasis on the corner of Howard and Chicago. This roof will also give a unique character to the 5 th floor units while lifting green roof areas to be more visible from the roof deck and surrounding areas. Green roof areas will be provided for building tenants and guests.

The proposed building is without immediate architectural neighbors from which to draw contextual influence: to the immediate west is the elevated embankment of the Metra Union Pacific North line, to the north a gasoline service station and to the south a park. To the immediate east across Chicago Avenue is a typical Chicago brick two-story commercial building. North of this structure is the CTA Train Switch Yard behind an 8' security fence. On the southeast corner of Clark/Chicago and Howard is a 6 story limestone apartment building with a Chase Bank as the ground floor tenant. The proposed project is intended to provide a balance to this corner in terms of scale and massing. Matching this structure in height, we believe, establishes a scale appropriate to hold the pedestrian space of the intersection and act as an independent and unique Gateway to Evanston.

The building will be clad in flat seam metal panels in a pattern that reflects structured order combined with slight compositional variation. The final color palette is yet to be determined, but the intention is to provide a crisp, durable, modern aesthetic.

The garden center storefront will be wrapped in wood slat accents that align with the City Grange brand and provide a unique identity to the retail portion of the building. Retail signage will be incorporated into this wrap. The retail seeks to integrate a café or coffee shop at the Howard Street entrance that will be an additional amenity and enhance pedestrian-friendly activity in the area.

The main entrances to the residences and retail have been located prominently on Howard and Chicago, to provide good visibility, maximum retail exposure, ease of entry, and security. The parking lot will be screened with plantings on the east, north, and west sides to minimize its visual impact. The project has been designed to conceal back of house loading, trash, and mechanical equipment. Deliveries and trash storage/removal are located inside the building at the southwest corner and will be concealed from street views. Mechanical equipment will be located on the roof and located a behind a 42” tall parapet. Stormwater detention will be accomplished below grade, and reduced through the use of a vegetated roof.

EAST\147608816.4 In summary, the innovative combination of residential apartment program with the nation's first education- based garden center promises to introduce a vibrant, pedestrian-centric, urban environment with inspiring architecture as a backdrop, transforming a derelict corner into a model of urban activity and commerce. The project incorporates a number of public benefits, including enhancing walkability, creating a destination in the neighborhood – which includes new event space for residents and businesses, adding residents at this intersection to benefit other Howard Street businesses, providing water retention and utilizing environmentally sensitive development practices and visually appealing architecture at a strategic location.

EAST\147608816.4 THE NEXT GENERATION OF GARDEN CENTER FOR THE NEXT GENERATION OF GARDENER… City Grange is a for-profit social Welcome to City Grange — A social enterprise reimagining the enterprise LLC, women-owned traditional garden center model to engage a new generation of and operated. It has evolved gardeners while promoting social justice, the Good Food movement and out of the nationally recognized Chicago-based nonprofit the environment by selling the right organic and local products, putting Peterson Garden Project. local farmers in the middle of the supply chain, creating jobs and, most importantly, ensuring lifelong customer success through education.

CURATED RETAIL COMMUNITY Supporting organic, local, Supportive EDUCATION DRIVEN earth-friendly and sustainable environment to Workshops, classes and gardening and cooking encourage local organizations overall educational products and techniques environment to support gardening success FARM FOCUSED Working with local farmers to provide SNAP product. Program JOB TRAINING Opening 2019 participation so Creating careers in Evanston, IL experience that support the available to all Good Food movement

For more information contact: LaManda Joy – [email protected] SURROUNDED BY LEARNING OPPORTUNITIES: THE CITY GRANGE EXPERIENCE Our goal is to accelerate the number of people, particularly new gardeners, who have the lifelong skills of cooking and gardening. The City Grange experience will provide passive and and active learning at every turn while creating a sustainable social enterprise funding model, job training and other relevant, and powerful, accelerators to the Good Food movement in the Midwest and beyond.

CURATED RETAIL The best organic and local products at reasonable price points to make a new learner’s experience positive and successful. A curated approach helps ease the selection process. And highlighting local and family producers supports the larger food movement, too.

EDUCATIONAL OFFERINGS Classroom and hands-on learning opportunities at times when customers are interested. Buying a seedling? Let us show you how to plant it properly. Interested in homesteading skills? Let us show you how so your purchase, and experience, are positive ones.

COMMUNITY BUILDING Blossom Café, meeting space, monthly customer donations for local gardening nonprofits, discounts for teachers and master gardeners. We’ll use our resources to provide a place for community groups and individuals to connect and thrive.

DEMONSTRATION GARDENS Think you can’t grow food on your ______(balcony, porch, concrete slab, hell strip, etc.) our demo gardens help customers learn how to maximize food production in urban environments and provide the education and resources to ensure success..

INVESTORS AND PARTNERS WANTED City Grange responds to local (Chicago-area) needs we have discovered hands-on through Peterson Garden Project the past eight summers, but also addresses national trends in the Independent Garden Center (IGC) business sector. It’s a well researched, and timely, reimagining of a proven and historically strong business model designed to be the trusted brand for a new generation of gardeners. 11 Things You Should Know About Peterson Garden Project 1. We are inspired by the massive scale and effectiveness of the WW2 Victory Garden movement. 2. Our mission is to recruit, educate and inspire everyone (seriously) to grow and cook their own food. We change lives, families and communities in the process. 3. We do this by engaging communities to create short-term organic teaching gardens on unused urban land. We call them Pop-up Victory Gardens. 4. We focus on long term gardeners vs. long-tern gardens by providing educational opportunities like classes, video tutorials, books, lectures and extensive online resources. Visit our blog at WeCanGrowIt.org. 5. Six Pop-up Victory Gardens on the north side of Chicago, and the Edible Treasures Garden at The Field Museum, allow nearly 4,000 people to garden, and learn, annually. 6. Vibrant community hubs now exist in these gardens where there was once neglected and unused land. In 2012, we were awarded the Governor’s Sustainability Award for repurposing empty urban land for community good – other awards and national recognition have followed. 7. In 2014 we opened our Community Cooking School at Broadway Armory Park where we offer home cooking classes for the general public. These paid classes help fund FREE programming for kids, seniors and refugees. 8. 5% of garden plots are dedicated to our Grow2Give program. Organic produce grown in this volunteer led program is donated to local food and nutrition programs. In 2016, we gave close to 3,000 pounds of fresh garden- grown produce to neighborhood food pantry partners. 9. An average of 1,500 people volunteer with us in a variety of capacities year round. PGP wouldn’t exist without their support and hard work. 10. We offer corporate teambuilding activities in the kitchen and gardens to help fund our nonprofit mission. 11. Peterson Garden Project is a 501c3 organization – all donations are tax deductible and your support matters! www.petersongarden.org

Peterson Garden Project @PetersonGarden 100-130 Chicago Avenue Response to Map Amendment Standards a) Whether the proposed amendment is consistent with the goals, objectives, and policies of the Comprehensive General Plan, as adopted and amended from time to time by the City Council.

Answer: The proposed amendment is consistent with the Comprehensive Plan, as set forth in the enclosed project narrative. The Comprehensive Plan states that residential/commercial mixed-uses along Howard Street east of Ridge Avenue could lead to an increase in pedestrian activity and “eyes on the street,” which would benefit the surrounding neighborhood. The proposed development is consistent with all of the land uses and developments envisioned by the Comprehensive Plan for this area. b) Whether the proposed amendment is compatible with the overall character of existing development in the immediate vicinity of the subject property.

Answer: The requested map amendment will allow for utilization of a currently underutilized gateway site in Evanston in a manner that is consistent with the Comprehensive Plan. It will benefit existing businesses in the immediate vicinity and the surrounding commercial corridors and eliminate blight. c) Whether the proposed amendment will have an adverse effect on the value of adjacent properties.

Answer: The proposed amendment will facilitate the development of a currently blighted site and will have a positive effect on the value of adjacent properties and businesses. d) The adequacy of public facilities and services.

Answer: Existing public facilities and services will be adequate to service the proposed development. Further, the proposed development will encourage use of nearby public facilities and services, such as transportation.

EAST\147608816.4 100-130 Chicago Avenue Statement of Public Benefits

Statement addressing how the planned development’s approval will further public benefits including: a) Preservation and enhancement of desirable site characteristics, open space, topographic and geological features, and historic and natural resources;

Answer: There are no meaningful site characteristics, open space, topographic and geological features, or historic and natural resources to be preserved. The existing site is environmentally contaminated and blighted. Further, it is almost entirely covered with pavement with no natural landscape and minimal shrubbery. However, the intended use, with a 7,000 sf exterior garden yard will significantly enhance the site with natural green space, plant materials, potential improvement and beautification of the Metra embankment and a green roof for residents and guests that will help with water retention. b) Use of design, landscape, and architectural features to create a pleasing environment;

Answer: The proposed development utilizes high-quality architecture and provides an extensive outdoor garden area that will be pleasing for visitors, residents, pedestrians and drivers passing by. c) Provide a variety of housing types in accordance with the City’s housing goal;

Answer: The proposed development will provide additional rental housing where none currently exists while also providing the 20% required affordable units on-site. d) Eliminate blighted structures or incompatible uses through redevelopment or rehabilitation;

Answer: The subject property was occupied by a blighted former auto body repair shop and gas station that was recently demolished. The current site conditions are incompatible with the surrounding area, especially given the site’s prime location as a gateway into the City. The proposed development will eliminate this blighted condition and replace it with a high-quality development that will enhance the surrounding community. e) Business, commercial, and manufacturing development to enhance the local economy and strengthen the tax base;

Answer: The subject property is currently used for surface parking and a vacant former automobile service facility. The proposed development will draw from the larger surrounding community and generate sales taxes while having additional benefits on other properties in the area. The proposed retail use will create a destination with a mix of commercial activities, including: café/coffee shop, garden/household retail, educational activities, event space and an outdoor garden yard. f) Efficiently use land resulting in more economic networks of utilities, streets, schools, public grounds, and other facilities; and

Answer: The current underutilization of the subject property is not an efficient use of this gateway site. The proposed development will provide an unprecedented education-based gardening facility along with multi-family housing that will benefit the overall community while making better utilization of the surrounding infrastructure and economic networks.

EAST\147608816.4 g) Incorporate recognized sustainable design practices and building materials to promote energy conservation and improve environmental quality.

Answer: The proposed development will promote energy conservation and improve environmental quality through several means. The first of which is by achieving a LEED Silver certification. Energy focused features will include metering, education of occupants on efficient ways of operating the building, selection of materials that require minimal energy to produce, and through various system economies built into the domestic hot water and HVAC system. The building envelope will be air tight and well-insulated, reducing the amount of energy it will take to heat and cool. The building location will encourage occupants to walk or take the train. Bicycle parking will be provide to promote the use of bicycles rather than driving cars.

The focus on environmental quality will occur at two scales – locally, and on-site. Local impacts will include reduced pressure on utilities through energy conservation. Water runoff will be controlled through the implementation of a green roof and storm water detention. The environmental concerns of the site will be remediated creating a healthier environment for the immediate neighbors. Planted areas such as that on the roof or included in the retail garden center will improve air quality in the immediate area and provide habitats for animals and insects.

On-site the interior environment will benefit from LEED measures that eliminate pollutants and through an energy-efficient well-controlled HVAC system that will ensure comfort. The building occupants will enjoy the appearance of planted areas on the roof and in the garden center. The mission of the garden center is to utilize gardening best practices, while educating resident on how to do that in their homes.

EAST\147608816.4 100-130 Chicago Avenue Response to Special Use Standards a) Is the requested special use one of the special uses specifically listed in the Zoning Ordinance? What section of the Zoning Ordinance lists your proposed use as an allowed special use in the zoning district in which the subject property lies? (See Zoning Analysis Review Sheet)

Answer: Planned developments are permitted special uses in the B3 District pursuant to Section 6-9-1-9 of the Zoning Ordinance. b) Will the requested special use interfere with or diminish the value of property in the neighborhood? Will it cause a negative cumulative effect on the neighborhood?

Answer: The requested special use will allow for utilization of a currently underutilized gateway site in Evanston. It will provide an education-based home and garden center that is innovative and unparalleled throughout the nation along with multi-family housing, which will enhance the surrounding neighborhood and value of property. c) Will the requested special use be adequately served by public facilities and services?

Answer: Yes; The proposed development will have minimal impact on public facilities and services and will be adequately served. d) Will the requested special use cause undue traffic congestion?

Answer: No; As set forth in the enclosed Traffic Study prepared by KLOA, all intersections are expected to continue to operate at the same good levels of service with the addition of the development traffic. e) Will the requested special use preserve significant historical and architectural resources?

Answer: N/A; The subject property does not contain any significant historical or architectural resources. f) Will the requested special use preserve significant natural and environmental features?

Answer: N/A; The subject property does not contain any significant natural and environmental features. g) Will the requested special use comply with all other applicable regulations of the district in which it is located and other applicable ordinances, except to the extent such regulations have been modified through the planned development process or the grant of a variation?

Answer: Yes; the requested special use complies with all other applicable regulations, except to the extent that relief has been requested as set forth in this application.

EAST\147608816.4

Deed

EVANSTON GATEWAY, llc

DEVELOPMENT PLAN 100 Chicago Avenue, Evanston, IL November 11, 2017 METRA TRACKS

CTA YELLOW LINE CHICAGO AVE.

RESIDENTIAL MULTI-FAMILY

CTA PROPERTY

GALE ELEMENTARY COMMUNITY ACADEMY

GAS STATION EVANSTON GATEWAY PROJECT SITE RESIDENTIAL MULTI-FAMILY CTA RAIL YARD

17-story residential with ground floor WILLYE B. WHITE 2 story commercial mixed-use PARK

GAS HOWARD CTA STATION STATION

HOWARD ST. COMMERCIAL/RETAIL

PARK CLARK ST.

6-story residential with ground floor bank

RESIDENTIAL COMMERCIAL/RETAIL PETERSON GATEWAY CENTRE PLAZA (SHOPPING) GARDEN PROJECT BANK CTA RED LINE

AERIAL IMAGE

evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 photographs of site and surrounding properties 1801 Howard St 50 Chicago Ave

LOOKING NORTH AT PROJECT SITE FROM HOWARD LOOKING NORTH ALONG CHICAGO AVENUE AT EXISTING CTA PROPERTY 130 Chicago Ave 136 Chicago Ave

LOOKING WEST AT EXISTING BUILDING ON SITE LOOKING NORTHWEST AT GAS STATION AND NORTH END OF PROJECT SITE FROM CHICAGO AVENUE Image capture: Oct 2016 © 2017 Google United States Image capture: Oct 2016 © 2017 Google United States evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 photographs of site and surrounding properties 204 Chicago Ave 136 Chicago Ave

LOOKING SOUTH ALONG CHICAGO AVENUE AT EXISTING CTA PROPERTY AND LOOKING SOUTH AT NORTH END OF PROJECT SITE FROM 1791 Howard St GAS STATION 1819 Howard St CHICAGO AVENUE Image capture: Oct 2016 © 2017 Google United States Image capture: Oct 2016 © 2017 Google United States

LOOKING WEST AT THE INTERSECTION OF HOWARD AND CHICAGO AVENUE LOOKING SOUTH AT PARK AND METRA EMBANKMENT FROM THE SOUTH END OF THE PROJECT SITE

LOOKING EAST FROM HOWARD, WEST OF THE METRA EMBANKMENT LOOKING EAST AT EXISTING ADJACENT PROPERTIES AT THE INTERSECTION OF 50 Chicago Ave 1793 Howard St HOWARD AND CHICAGO AVENUE Image capture: Oct 2016 © 2017 Google United States Image capture: Oct 2016 © 2017 Google United States

LOOKING EAST AT EXISTING ADJACENT PROPERTY FROM PROJECT SITE LOOKING EAST AT ADJACENT PROPERTIES AT THE INTERSECTION OF HOWARD AND CHICAGO AVENUE

Image capture: Oct 2016 © 2017 Google United States Image capture: Oct 2016 © 2017 Google United States evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 photographs of site and surrounding properties AERIAL VIEW OF SITE AND SURROUNDING CONTEXT evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 renderings of proposed project VIEW LOOKING WEST AT HOWARD/CHICAGO INTERSECTION VIEW LOOKING NORTH ALONG CHICAGO AVENUE

evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 renderings of proposed project VIEW LOOKING SOUTH AT PROPOSED PROJECT evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 renderings of proposed project G

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t T Seal / Signature

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H Date Description I CERTIFY THAT THESE PLANS WERE PREPARED UNDER m EXISTING PARKING LOT u MY SUPERVISION AND THAT THEY COMPLY, TO THE BEST

o EXISTING 2 OF MY KNOWLEDGE, WITH ALL THE BUILDING CODES AND

D ORDINANCES OF THE CITY OF CHICAGO, ILLINOIS. E

H 3

STORY EXISTING GAS STATION

3 e EXISTING METRA TRACKS

APARTMENTS N

U 11'0" -

C CHICAGO & NORTHWESTERN RAILROAD

P NOT FOR CONSTRUCTION

5 : LEVEL 03

/ 26' - 0"

8 / EXISTING PLANTED BERM EXISTING PLANTED BERM 1 evanston gateway, LLC | 100 chicago avenue 1 #17.03 | November 10, 2017

Project Name

BRUMMEL STREET EVANSTONsite plan WUP EXISTING CHAIN LINK FENCE 0 4' 8' 16' 32' 11'0" - GATEWAY Project Number EXISTING ASPHALT AREA 0 20' 40' 17.03 80' EXISTING 4 STORY EXISTING 4 STORY LEVEL 02 Description APARTMENTS APARTMENTS 15' - 0" G

Y N Y I R G R D O N I O L I T D T Y S U G L S I B R 1 N 2 I EX EXISTING PARKING LOT U O ISTIN L G 1 G B T D A CTA RAIL YARD G I L S S N I T L OR I N Y I C C I T 6 A T U

A T R B S B U T I I G LDI S E NG I E X N E X M I E R S E M T U S - O I

D C X

E FENCE E X I

EXISTING Evanston EXISTING TURF CONC. SIDEWALK

ASPHALT PAVEMENT CHICAGO AVENUE WVV EXISTING TREE 24.00' WVV Gateway LLC EXISTING TREE STREET PARKING 126.06' CLARK STREET DRIVEWAY WVV 123 45 6 7 OVERALL CB T.O. PENTHOUSE 8 9 10 WVV CURB CUT TURF CB 11 12 CONC. SIDEWALK 73' - 0" FH LP CONC. CURB ASPHALT LANDSCAPED STRIP LP 2.00' FH SI 2.00' SI 236.87' 150.00' LP/WUP/TL PAVEMENT T.O. PARAPET E ' 6' HIGH 4 EM 9 109.29' METAL FENCE WVV .

3 HC HC 69' - 2" 5-STORY, 26 UNIT RESIDENTIAL BUILDING 6 18 19 20 21 22 23 24 25 26 27 28 29 30 ' O T

EXISTING ASPHALT AREA 3 ' N 2 G ASPHALT GARDEN YARD O T.O. SLOPED ROOF WITH GROUND FLOOR RETAIL 4 I SI9 . N EXISTING E I 14'0" -

44.00' T 8' - 6" 16.00' 16.00' . 7 V OPEN SALES LOT D ' L 5 C T A E 0 L 9 A CURBED GREEN ROOF E ROLLING 3 L V A 7,000 S.F. ' . O TYP ' S ASPHALT DRIVE AND O 36,204 GSF 6 L E A 5 R EXISTING PARK L GAS 0 PLANTING BED R G A 1 6 ENTRY GATE E 3 O . R E E A M 24.00' 18.00' 60.00' PARKING AREA V 6 SI 5 T 65' - 0" C G E 4.63' O I . O 6 6' HIGH V N A I R STATION 2.00' H R C O 7 F EASEMENT C I METAL FENCE T H 0 6 SI 3 C S

T.O. PARAPET 1

0 GREEN ROOF 0 17 16 15 14 13 12 11 1098765432 1 1 CONSTRUCTION TYPE: D R 63' - 0" ' G IA PODUIM ' 1 3 N

21.14' I 5 1 A . . 18.00' SPRINKLED VA ABOVE D 2 4 OH A MH 1 W ' O level architecture incorporated 0 L

0 WUP WUP OH ' . WUP O 0

EXISTING METRA TRACKS 11'0" - CHICAGO & NORTHWESTERN RAILROAD

LEVEL 05 48' - 0"

t EXISTING PLANTED BERM

v EXISTING PLANTED BERM

m a BRUMMEL STREET

_ n WUP o EXISTING CHAIN LINK FENCE t 11'0" -

c i EXISTING ASPHALT AREA

3 LEVEL 04 1 EXISTING 4 STORY EXISTING 4 STORY

7 APARTMENTS 37' - 0" APARTMENTS

H Date Description m EXISTING PARKING LOT

I o EXISTING 2

H 3

STORY EXISTING GAS STATION

APARTMENTS N

U 11'0" -

5 : LEVEL 03

/ 26' - 0"

/ 1 evanston gateway, LLC | 100 chicago avenue 1 #17.03 | November 10, 2017 landscape plan 0 4' 8' 16' 32' 11'0" -

0 20' 40' 80' LEVEL 02 15' - 0" Evansto Gateway

CHICAGO AVENUE level architectu 1807 W. Sunnyside, Suite T. 312.242.3802

WATER Evanston SERVICE Gateway LLC EL. 0" GARDEN RETAIL ENTRY Date Descri T.O.YARD PENTHOUSE RETAIL ENTRY 73' - 0" ENTRY T.O. PARAPET

69' - 2" RETAIL T.O. SLOPED ROOF 14'0" - 65' - 0" GARDEN T.O. PARAPET YARD 63' - 0"

1:12 level architecture incorporated APARTMENT DN +/- EL. -10 1/4" ROOF EL. 0" ENTRANCE 1807 W. Sunnyside, Suite 300, Chicago, IL 60640 59' - 0" MAILB PUMP OXES TRASH T. 312.242.3802 STAIR 2 STAIR 1 ROOM ROOM UP ELEV UP Seal / Signature

T I CERTIFY THAT THESE PLANS

E MY SUPERVISION AND THAT TH FIRE PUMP OF MY KNOWLEDGE, WITH ALL 6 E ORDINANCES OF THE CITY R 11'0" - 5 3 YD 3 YD T S

4 +/- EL. -1' - 2" D ELEC 3 BACK OF 3 YD 3 YD R LOADING ZONE A

ROOM 2 HOUSE W LEVEL 05 EL. 0" RETAIL 10'x35'x14' H O 1 1:12 NOT FOR CON ENTRY 48' - 0" DN H GAS METERS

v r SIDEWALK FOR EGRESS RETAIL 4,763 SF

J CORRIDOR Project Name

i l APARTMENT ENTRY 587 SF

e 11'0" -

a BIKE

_ EVANSTON

t s STORAGE n CORE/COMMON 2,324 SF a GATEWAY

_ Project Number

c i LEVEL 04

17.03

0 LEVEL 01 TOTAL AREA: 7,674 GSF

3 37' - 0"

_ Description

H Date Description 7 COMPOSITE PLAN - LE

H 3

G \ Scale

6 11'0" -

D s 1/8" = 1'-0"

Sheet M evanston gateway, LLC | 100 chicago avenue

LEVEL 03 #17.03 | November 10, 2017

: 26' - 0"

5 PD

8 level 01

0 4' 8' 16' 32' 11'0" -

0 20' 40' 80' Evansto Gateway

level architectu 1807 W. Sunnyside, Suite T. 312.242.3802 Evanston Gateway LLC Date Descri T.O. PENTHOUSE 73' - 0" T.O. PARAPET

69' - 2" T.O. SLOPED ROOF UNIT 5 UNIT 4 UNIT 3 14'0" - 65' - 0" OFFICE T.O. PARAPET 63' - 0" DATA ELEC level architecture incorporated ROOF CORRIDOR STAIR 2 STAIR 1 TRASH 1807 W. Sunnyside, Suite 300, Chicago, IL 60640 59' - 0" UP UP T. 312.242.3802

DN ELEV DN OFFICE 2,397 SF Seal / Signature I CERTIFY THAT THESE PLANS MY SUPERVISION AND THAT TH OF MY KNOWLEDGE, WITH ALL UNIT 2 UNIT 1 - 1 BED / 1 BATH 782 SF ORDINANCES OF THE CITY 11'0" - UNIT 2 - 2 BED / 2 BATH 1,061 SF

LEVEL 05 UNIT 1 UNIT 3 - 2 BED / 2 BATH 1,062 SF NOT FOR CON 48' - 0" UNIT 4 - 1 BED / 1 BATH 748 SF

. UNIT 5 - 1 BED / 1 BATH 737 SF

J Project Name

i l COVERED BALCONIES 514 SF

e 11'0" -

_ EVANSTON

n CORE/COMMON 826 SF a GATEWAY

_ Project Number

c i LEVEL 04

17.03

0 LEVEL 02 TOTAL AREA: 8,127 GSF

3 37' - 0"

_ Description

H Date Description 7 COMPOSITE PLAN - LE

H 3

G \ Scale

6 11'0" -

D s 1/8" = 1'-0"

Sheet M evanston gateway, LLC | 100 chicago avenue

LEVEL 03 #17.03 | November 10, 2017

: 26' - 0"

5 PD

8 level 02

0 4' 8' 16' 32' 11'0" -

0 20' 40' 80' Evansto Gateway

level architectu 1807 W. Sunnyside, Suite T. 312.242.3802 Evanston Gateway LLC Date Descri T.O. PENTHOUSE 73' - 0" T.O. PARAPET

69' - 2" T.O. SLOPED ROOF UNIT 6 UNIT 5 UNIT 4 UNIT 3 14'0" - 65' - 0" T.O. PARAPET 63' - 0" ELEC DATA level architecture incorporated ROOF CORRIDOR STAIR 2 STAIR 1 1807 W. Sunnyside, Suite 300, Chicago, IL 60640 59' - 0" UP UP T. 312.242.3802UNIT 1 - 1 BED / 1 BATH 782 SF

DN ELEV DN UNIT 2 - 2 BED / 2 BATH 1,061 SF Seal / Signature I CERTIFY THAT THESE PLANS UNIT 7 MY SUPERVISION AND THAT TH OF MY KNOWLEDGE, WITH ALL UNIT 2 UNIT 3 - 2 BED / 2 BATH 1,062 SF ORDINANCES OF THE CITY 11'0" - UNIT 4 - 1 BED / 1 BATH 748 SF

LEVEL 05 UNIT 1 UNIT 5 - 1 BED / 1 BATH 737 SF NOT FOR CON 48' - 0" UNIT 6 - 2 BED / 2 BATH 1,093 SF

v r UNIT 7 - 2 BED / 2 BATH 1,122 SF

J Project Name

i l COVERED BALCONIES 636 SF

e 11'0" -

_ EVANSTON

n CORE/COMMON 887 SF a GATEWAY

_ Project Number

c i LEVEL 04

17.03

0 LEVEL 03-05, TYP AREA: 8,127 GSF

3 37' - 0"

_ Description

H Date Description 7 COMPOSITE PLAN - LE

H 3

G \ Scale

6 11'0" -

D s 1/8" = 1'-0"

Sheet M evanston gateway, LLC | 100 chicago avenue

LEVEL 03 #17.03 | November 10, 2017

: 26' - 0"

5 PD

8 level 03-05, typical

0 4' 8' 16' 32' 11'0" -

0 20' 40' 80' Evansto Gateway

level architectu 1807 W. Sunnyside, Suite T. 312.242.3802 Evanston Gateway LLC Date Descri T.O. PENTHOUSE 73' - 0" T.O. PARAPET

69' - 2" T.O. SLOPED ROOF 14'0" - GREEN ROOF 65' - 0" ROOF DECK T.O. PARAPET 63' - 0" level architecture incorporated ROOF VESTIBULE 1807 W. Sunnyside, Suite 300, Chicago, IL 60640 59' - 0" GREEN ROOF T. 312.242.3802

DN ELEV DN Seal / Signature I CERTIFY THAT THESE PLANS MY SUPERVISION AND THAT TH OF MY KNOWLEDGE, WITH ALL ORDINANCES OF THE CITY 11'0" - STAIR 2 MECHANICAL STAIR 1

ROOF TOP AIR LEVEL 05 HANDLING UNITS (TBD) NOT FOR CON 48' - 0"

v r ROOF DECK 1,380 SF

J Project Name

i l GREEN ROOF 2,680 SF

e 11'0" -

_ EVANSTON

s n CORE/COMMON 589 GSF a GATEWAY

_ Project Number

c i LEVEL 04

17.03

0 ENCLOSED PENTHOUSE AREA: 589 GSF

3 37' - 0"

_ Description

H Date Description 7 COMPOSITE PLAN - RO

I n TOTAL ROOF AREA

H 3

OPEN TO SKY: 7,325 GSF

G \ Scale

6 11'0" -

D s 1/8" = 1'-0"

Sheet M evanston gateway, LLC | 100 chicago avenue

LEVEL 03 #17.03 | November 10, 2017

: 26' - 0"

3 PD

9 roof

0 4' 8' 16' 32' 11'0" -

0 20' 40' 80' Evanston Gateway LLC T.O. PENTHOUSE 73' - 0" T.O. PARAPET

69' - 2" T.O. SLOPED ROOF 14'0" - 65' - 0" T.O. PARAPET 63' - 0" level architecture incorporated ROOF 1807 W. Sunnyside, Suite 300, Chicago, IL 60640 59' - 0" T. 312.242.3802 11'0" -

LEVEL 05 48' - 0" 11'0" -

LEVEL 04 37' - 0"

H Date Description

H 3

6 11'0" -

B LEVEL 03 evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 26' - 0" exterior elevation - north

0 4' 8' 16' 32' 11'0" -

0 20' 40' 80' Evanston Gateway LLC T.O. PENTHOUSE 73' - 0" T.O. PARAPET

69' - 2" T.O. SLOPED ROOF 14'0" - 65' - 0" T.O. PARAPET 63' - 0" level architecture incorporated ROOF 1807 W. Sunnyside, Suite 300, Chicago, IL 60640 59' - 0" T. 312.242.3802 11'0" -

LEVEL 05 48' - 0" 11'0" -

LEVEL 04 37' - 0"

H Date Description

H 3

6 11'0" -

B LEVEL 03 evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 26' - 0" exterior elevation - east

0 4' 8' 16' 32' 11'0" -

0 20' 40' 80' Evanston Gateway LLC T.O. PENTHOUSE 73' - 0" T.O. PARAPET

69' - 2" T.O. SLOPED ROOF 14'0" - 65' - 0" T.O. PARAPET 63' - 0" level architecture incorporated ROOF 1807 W. Sunnyside, Suite 300, Chicago, IL 60640 59' - 0" T. 312.242.3802 11'0" -

LEVEL 05 48' - 0" 11'0" -

LEVEL 04 37' - 0"

H Date Description

H 3

6 11'0" -

B LEVEL 03 evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 26' - 0" exterior elevation - south

0 4' 8' 16' 32' 11'0" -

0 20' 40' 80' Evanston Gateway LLC T.O. PENTHOUSE 73' - 0" T.O. PARAPET

69' - 2" T.O. SLOPED ROOF 14'0" - 65' - 0" T.O. PARAPET 63' - 0" level architecture incorporated ROOF 1807 W. Sunnyside, Suite 300, Chicago, IL 60640 59' - 0" T. 312.242.3802 11'0" -

LEVEL 05 48' - 0" 11'0" -

LEVEL 04 37' - 0"

H Date Description

H 3

6 11'0" -

B LEVEL 03 evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 26' - 0" exterior elevation - west

0 4' 8' 16' 32' 11'0" -

0 20' 40' 80' Project Name: Evanston Gateway Based on 2017 City of Evanston B1-B3 Regulations Project Location: 100 North Chicago Avenue, Evanston, IL Lot Area: 25,406 Project Number: 17.030 Total FAR 3.00 Date: Nov. 8, 2017

Included in FAR Not Included in FAR Summary Building GSF Total Leasable Residential Enclosed Total Leasable Mech, elec, Stairs, elev, and Enclosed Area Units Balconies Residential Corridors Retail/office Loading Bike Parking data, water Trash BOH shafts

1B 2B 2B 1B 1B 2B 2B Subtotal Total 1BA 2BA 2BA 1BA 1BA 2BA 2BA Total attributable GSF nsf nsf nsf nsf nsf nsf nsf GSF GSF GSF GSF GSF GSF GSF GSF GSF GSF SUBTOTAL: GSF to FAR Flr. "1" "2" "3" "4" "5" "6" "7" NON-FAR

penthouse 589 91 76 422 498 589 91 4 05 residential 8,127 782 1,061 1,062 748 737 1,093 1,122 636 7,240 451 41 19 376 436 8,127 7,691 05 residential 3 04 residential 8,127 782 1,061 1,062 748 737 1,093 1,122 636 7,240 451 41 19 376 436 8,127 7,691 04 residential 2 03 residential 8,127 782 1,061 1,062 748 737 1,093 1,122 636 7,240 451 41 19 376 436 8,127 7,691 03 residential 1 02 residential 8,127 782 1,061 1,062 748 737 0 0 514 4,904 390 2,397 41 19 376 436 8,127 7,691 02 residential 01 ground floor 7,674 587 4,763 900 194 459 73 295 403 2,324 7,674 5,350 GR ground floor Subtotals 40,77144444332,421 26,624 2,421 7,160 900 194 700 149 295 2,329 4,567 40,771 36,204 Subtotals

TOTAL GSF 40,771

FAR 3.00 allowable FAR area 76,220 proposed FAR area 36,204 proposed FAR 1.43

evanston gateway, LLC | 100 chicago avenue #17.03 | November 10, 2017 area calculation 625 Forest Edge Drive T EL 847.478.9700

CHICAGO AVENUE

CHICAGO & NORTHWESTERN RAILROAD F Vernon Hills, IL. 60061 AX 847.478.9701

CLARK STREET

HOWARD STREET R.O.W. VARIES - HERETOFORE DEDICATED AS FOR PUBLIC STREET PURPOSES SCHEDULE OF DEVELOPMENT

Start Finish

Planned Development Application December 2017

City of Evanston Zoning January 2018 April 2018

End of “Approval Period” Contingency For Acquisition of 100 Chicago Avenue April 4, 2018

Closing on Acquisition of 100 Chicago Property From City of Evanston June 3, 2018

Environmental Remediation on 100 Chicago Ave June 2018 July 2018

Construction Document Production December 2017 July 2018

Permits May 2018 July 2018

Construction June 2018 August 2019

EAST\149659453.1 Evanston Gateway Planned Development Application Market Feasibility Report The Applicant has retained Integra Realty Resources (IRR) to prepare a comprehensive market feasibility report that will be submitted as a supplement to this application when it is complete. Prior to that report being completed, a summary of the market is included below: Renter Profile: The subject property will attract a diverse group of renters, with demand expected to be strong due to its desirable locational attributes. Evanston has a major demand generator – Northwestern University. This provides a need for housing by faculty, staff, graduate students, and less so undergraduates. Evanston is also able to attract young professionals who are employed in the suburbs, as it is situated close to the border with Chicago, has a less suburban and more “youthful” image, and offers good accessibility and proximity to the city. The proposed project is a transit-oriented development with close proximity to multiple transit alternatives and is well-served by shopping within easy walking distance. This will help to attract a mix of demographics, including seniors as well as younger renters. The revitalization of Howard Street, primarily to the west of the subject property creates a very appealing prospect for renters at this location. The plan for City Grange to anchor the project as the nation’s first education-based garden/lifestyle center, along with an integrated food/café use on the ground floor, will create an amenity for renters within their building. This will attract renters who like gardening, or see it as a way to a healthier, active lifestyle as they get older. Thus, there is a diverse renter profile that is expected to be attracted to the subject property. The full market report will include a discussion of the following: Competition Overview Critique of the Unit Mix & Layouts Critique of the Unit Finishes Recommendations for the Common Area Amenities Recommended Units and Rents (average) Estimated Absorption Demographic Trends Suburban Chicago Apartment Market Overview

EAST\149618145.1

Traffic Impact Study Evanston Gateway Mixed-Use Development

Evanston, Illinois

Prepared For:

November 16, 2017

1. Introduction

This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed Evanston Gateway mixed-use development to be located at 130 Chicago Avenue in Evanston, Illinois. The site is currently occupied by a municipal parking lot and a vacant auto repair shop and is bounded by a gas station to the north, Chicago Avenue to the east, Howard Street to the south, and the Union Pacific North train tracks to the west.

The plans call for redeveloping the site with approximately 26 apartment units in a five-story building that will include an approximate 7,000 square-foot garden center with outdoor sales area. A surface parking lot will be provided north of the outdoor garden area for approximately 30 vehicles with 21 spaces dedicated to the apartments and the remaining nine spaces dedicated to the retail use. Access to the surface parking lot will be provided via one full ingress/egress access drive on Chicago Avenue approximately 320 feet north of Howard Street. A new curb cut on Howard Street is being proposed to provide for a loading area.

The proposed development is located in an area that promotes pedestrian and bicycle activity. Sidewalks, bicycle lanes, and crosswalks are provided within the surrounding roadway network. Goods and services and major public transportation stations are also conveniently located nearby, thereby further reducing the need for a vehicle.

The sections of this report present the following:

• Existing street conditions including vehicle, pedestrian, and bicycle traffic volumes for the weekday morning and weekday evening peak hours • A detailed description of the proposed development • Vehicle trip generation for the proposed development • Directional distribution of development-generated traffic • Future transportation conditions including access to and from the development

Evanston Gateway Evanston, Illinois 1

Traffic capacity analyses were conducted for the weekday morning and weekday evening peak hours for the following conditions:

1. Existing Conditions - Analyzes the capacity of the existing street system using existing peak hour traffic volumes in the surrounding area.

2. Future Conditions – The future projected traffic volumes include the existing traffic volumes, regional growth in traffic, and the traffic estimated to be generated by the proposed subject development.

The purpose of this study is as follows:

• To examine existing vehicle, pedestrian, and bicycle traffic conditions to establish a base condition.

• Determine the vehicle trips to be generated by the proposed development and then determine its impact on the surrounding neighborhood street network.

• Recommend improvements to effectively mitigate and accommodate the projected traffic conditions resulting from the proposed development.

Evanston Gateway Evanston, Illinois 2

2. Existing Conditions

Transportation conditions in the vicinity of the site were inventoried to obtain a basis for projecting future conditions. Four components of existing conditions were considered:

1. The geographic location of the site

2. The locations and availability of alternative modes of transportation, including public transportation, bicycle lanes, and pedestrian amenities

3. The characteristics of the adjacent street system, including lane geometry, traffic orientation (e.g. one-way street pairings), and intersection traffic controls

4. The weekday peak hour vehicle, bicycle, and pedestrian traffic volumes at the study intersections

Site Location

The development site is located at 130 Chicago Avenue in Evanston, Illinois. The site is currently occupied by a municipal parking lot and a vacant auto repair shop and is bounded by a gas station to the north, Chicago Avenue to the east, Howard Street to the south, and the Union Pacific North train tracks to the west. The Howard Red Line station is located approximately 760 feet east of the site.

Figure 1 shows the site location with respect to the surrounding street system. Figure 2 shows an aerial view of the site area.

Evanston Gateway Evanston, Illinois 3

SITE

Site Location Figure 1

Evanston Gateway Evanston, Illinois 4

SITE

Aerial View of Site Area Figure 2

Evanston Gateway Evanston, Illinois 5

Existing Street System Characteristics

The characteristics of the existing streets in the study area are illustrated in Figure 3 and described below.

Howard Street is an east-west street that in the vicinity of the site provides one lane in each direction with a dedicated bike lane provided on the north side of the street. Pay box parking and a shared bike lane is provided on the south side of the street. At its signalized intersection with Chicago Avenue/Clark Street, Howard Street is widened to provide an exclusive left-turn lane, a through lane, and an exclusive right-turn lane on both approaches. Howard Street has a posted speed limit of 25 mph and is under the jurisdiction of the City of Chicago.

Chicago Avenue/Clark Street is a north-south street that provides one northbound lane and two southbound lanes north of Howard Street. South of Howard Street, the street becomes Clark Street and generally provides two lanes in each direction. At its signalized intersection with Howard Street, Chicago Avenue/Clark Street provides an exclusive left-turn lane, a through lane, and a combined through/right-turn lane on both approaches. On-street parking is restricted on both sides of the street north of Howard Street. Pay box parking is provided on both sides of the street south of Howard Street. Chicago Avenue has a posted speed limit of 25 mph and is under the jurisdiction of the City of Evanston while Clark Street south of Howard Street is under the jurisdiction of the City of Chicago.

Evanston Gateway Evanston, Illinois 6

NU AGO E

C N

AV C NOT TO SCALE

P LEGEND

- TRAVEL LANE

25 - TRAFFIC SIGNAL

P - NO PARKING

XX - SPEED LIMIT

P - BIKE LANE

- BUS STOP

- BUS STOP WITH SHELTER

P - PAYBOX PARKING

SITE P

30 HOWARD STREET P P

HO EL W

A S R T D A T I

EET

S C

Proposed Apartment

Development Existing Roadway Characteristics Kenig,Lindgren,O'Hara,Aboona,Inc. Evanston, Illinois Job No: 17-218 Figure: 3

Alternative Modes of Transportation

Accessibility to and from the area is enhanced by the various alternative modes of transportation serving the area, including the following:

• CTA Howard Street Red, Purple, and Yellow Line station located approximately 760 feet east of the site

• CTA Bus Routes 22, 97, 201, 205 and 206 in the vicinity of the site

• Pace Bus Routes 215, 250, 290 and 422 in the vicinity of the site

Pedestrian Facilities

Sidewalks are provided within the entire surrounding street network. High visibility crosswalks are provided at the intersection of Howard Street with Chicago Avenue/Clark Street. This intersection should be improved to include countdown pedestrian timers on all four legs.

Bicycle Facilities

As previously noted, there is a dedicated bike lane and a shared bike lane on the north and south sides of Howard Street, respectively. In addition, a dedicated bike lane is provided on both sides of Chicago Avenue approximately 630 feet north of Howard Street.

Mode-Sharing Transportation Availability

A car-sharing vehicle site is available within walking distance of the site at 415 Howard Street. Also, there are approximately three bicycle sharing (e.g. Divvy) stations within close proximity to the site, with the closest one located at the intersection of Howard Street with Paulina Street (approximately 700 feet east of the site). Further, bicycle racks are located at major retail and residential developments within the surrounding area of the proposed development. Lastly, the proposed development will provide a secured bicycle storage room for the residents of the development.

Census data shows that approximately 45 percent of residents in the area use alternative modes of transportation and do not drive to/from work. Further, the Census data shows that approximately 83 percent of the residents in the area have either one or no vehicle at all. Therefore, the alternative modes of transportation serving the area have resulted in a significant reduction in the traffic generated by area residential developments, particularly during the critical weekday morning and evening commuter peak periods.

Evanston Gateway Evanston, Illinois 8

Existing Traffic Volumes

Turning movement vehicle, pedestrian, and bicycle traffic counts were conducted on Tuesday, September 19, 2017 during the morning (7:00 to 9:00 A.M.) and evening (4:00 to 6:00 P.M.) peak commuting periods of traffic at the intersection of Howard Street with Chicago Avenue/Clark Street.

From this data, the weekday morning peak hour generally occurs between 7:30 and 8:30 A.M. and the weekday evening peak hour generally occurs between 5:00 and 6:00 P.M. These two respective peak hours will be used for the traffic capacity analyses and are presented later in this report.

The existing peak hour vehicle traffic volumes are shown in Figure 4.

The existing peak hour pedestrian and bicycle traffic volumes are shown in Figure 5.

Gap Study

A gap study was performed on Chicago Avenue on Tuesday September 19, 2017 during the weekday morning and evening peak hours in order to determine the availability of gaps or interruptions in the Chicago Avenue traffic stream. The study examined gaps in the southbound direction along Chicago Avenue, which would allow vehicles to turn left from Chicago Avenue into the development and to turn right from the development onto Chicago Avenue, as well as in both directions that would allow vehicles to turn left from the development onto Chicago Avenue. The results of the gap study showing the total number of potential movements based on gaps available for the peak hours are summarized in Table 1.

Table 1 SUMMARY OF CHICAGO AVENUE PEAK HOUR GAP STUDY Weekday Morning Weekday Evening Movement Available Gaps Available Gaps

Left Turn from Chicago Avenue 1,035 749 Left Turn from Access Drive 289 218 Right Turn from Access Drive 587 398

Evanston Gateway Evanston, Illinois 9

NU AGO E

C N

AV C NOT TO SCALE

LEGEND

00 - AM PEAK HOUR (7:30-8:30 AM)

(00) - PM PEAK HOUR (5:00-6:00 PM)

SITE

)

500

(

31 72 (40) 238 27 356 (345) 41 (34) HOWARD STREET

45 (45)

)

322 (320) )

) 43

219 (205) ( HO

308 EL

( 237

(

W 47

A S R

496 D 259 A T I

EET

S C

Proposed Apartment

Development Existing Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Evanston, Illinois Job No: 17-218 Figure: 4

NU AGO E

C N

AV C NOT TO SCALE

LEGEND 00 (00) - PEDESTRIAN VOLUME

00 (00) - BICYCLE VOLUME

SITE

)

(

1 1

54) 42 ( ) ) 30 HOWARD 33 5 (7) ( (

STREET 16 8 (3) 34

) (85 HO 80 EL W

A S R T D

A ) 8 T

( I

EET

S C

Proposed Apartment Existing Pedestrian and Bicycle Development Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Evanston, Illinois Job No: 17-218 Figure: 5

3. Traffic Characteristics of the Proposed Development

To evaluate the impact of the subject development on the area street system, it was necessary to quantify the number of vehicle trips the overall site will generate during the weekday morning and the weekday evening peak hours and then determine the directions from which this traffic will approach and depart the site.

Proposed Site and Development Plan

The site is currently a municipal parking lot and a vacant auto repair shop with a total of three full ingress/egress access drives. Under the proposed plan, the surface lot and the vacant auto repair shop will be removed and the access drives on Chicago Avenue will be consolidated into a single access drive to accommodate the five-story building with approximately 26 apartment units and an approximately 7,000 square-foot garden center on the first/ground floor.

Parking

A surface parking lot for approximately 30 vehicles will be provided north of the outdoor garden sales area. Approximately 21 spaces will be dedicated to the apartment building and the remaining nine spaces to the garden center. It should be noted that in addition to these off-street parking spaces, approximately 12 on-street parking spaces on Chicago Avenue along the site’s frontage will also be provided.

Access to the Development

The proposed development will be served by a single full ingress/egress access drive on Chicago Avenue approximately 320 feet north of Howard Street, thus reducing the number of curb cuts on Chicago Avenue from three to one. The access drive will provide one inbound lane and one outbound lane under stop sign control and will serve the surface parking lot for residents and retail customers.

Access to the loading dock will be provided off Howard Street and will require trucks to back in. In order to reduce the impact on area traffic, loading activities should be scheduled outside the street system peak periods.

Bicycle Storage

A bicycle storage room for the residents will be located on the ground level and will provide 26 bicycle spaces (one bicycle to one dwelling unit ratio), thereby satisfying and exceeding the City of Evanston’s required ratio of one bicycle space per 1.5 dwelling units. Providing this bicycle storage room will further increase the incentive to commute via bicycling rather than driving or owning a vehicle.

Evanston Gateway Evanston, Illinois 12

Directional Distribution of Development Traffic

The directional distribution of how development traffic will approach and depart the site was estimated based on a combination of existing travel patterns and the orientation and physical restrictions of the surrounding street system. The estimated directional distribution for the proposed development was established and is illustrated in Figure 6.

Evanston Gateway Evanston, Illinois 13

NU AGO E

C N

AV C NOT TO SCALE

LEGEND

00% - PERCENT DISTRIBUTION

SITE

15% HOWARD STREET 30%

HO EL W

A S R T D A T I ON

EET

S C

Proposed Apartment

Development Estimated Directional Distribution Kenig,Lindgren,O'Hara,Aboona,Inc. Evanston, Illinois Job No: 17-218 Figure: 6

Development Traffic Generation

The estimates of vehicle traffic to be generated by the development are based upon the proposed land use types and sizes. The volume of traffic generated was estimated using data published in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 9th Edition. However, the ITE trip rates are based on suburban rates where the primary mode of transportation is the automobile. Given the Census data noted earlier, the location of the development within a dense, urban area and its proximity to alternative modes of transportation, the trip rates provided in the Trip Generation Manual were reduced by 45 percent.

Table 2 tabulates the total trips anticipated from this proposed development for the weekday morning and weekday evening peak hours.

Development Traffic Assignment

The peak hour traffic volumes projected to be generated by the proposed development (Table 1) were assigned to the area streets based on the directional distribution analysis (Figure 6). Figure 7 shows the assignment of the development-generated traffic volumes.

Table 2 ESTIMATED DEVELOPMENT-GENERATED TRAFFIC VOLUMES ITE Weekday Weekday Weekday Land- Morning Evening Two-Way Use Peak Hour Peak Hour Traffic Code Type/Size In Out In Out 220 Apartments – 26 units 3 13 21 11 281 817 Garden Center – 7,000 s.f. 9 9 26 25 497 Sub Total 12 22 47 36 778 Less 45% Reduction1: -5 -10 -21 -16 -350 Total Development Trips: 7 12 26 20 428 1Based on Census data that over 45 percent of residents either do not own a vehicle or use alternative modes of transportation to commute.

Evanston Gateway Evanston, Illinois 15

NU AGO E

C N

AV C NOT TO SCALE

LEGEND )

8 - AM PEAK HOUR (7:30-8:30 AM)

( 00

2 (00) - PM PEAK HOUR (5:00-6:00 PM)

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Development Estimated Site Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Evanston, Illinois Job No: 17-218 Figure: 7

4. Total Projected Traffic Conditions

The total projected traffic volumes include the existing traffic volumes, traffic estimated to be generated by regional growth in the area, and the traffic estimated to be generated by the proposed subject development.

Regional Growth in Traffic

To account for the increase in existing traffic related to regional growth in the area (i.e. not attributable to any particular planned development) for Year 2023 conditions, the existing traffic volumes were increased by a total of three percent. This percentage increase is based on projections provided by the Chicago Metropolitan Agency for Planning (CMAP). A copy of the CMAP letter is included in the Appendix.

Total Projected Traffic Volumes

Total projected traffic volumes include the existing traffic volumes increased by a regional growth factor of three percent and the traffic estimated to be generated by the proposed subject development (Figure 7). Figure 8 shows the total projected traffic volumes.

Evanston Gateway Evanston, Illinois 17

NU AGO E

C N

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LEGEND

694

(

)

8 00 - AM PEAK HOUR (7:30-8:30 AM)

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Development Year 2023 Total Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Evanston, Illinois Job No: 17-218 Figure: 8

5. Traffic Analysis and Recommendations

Capacity analyses were performed for the key intersections included in the study area to determine the ability of the existing street system to accommodate existing and future traffic demands. Traffic capacity analyses were performed for the existing and total projected peak hour traffic conditions.

The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 2010 and using Synchro/SimTraffic software.

The analyses for the traffic-signal controlled intersection of Howard Street with Chicago Avenue/Clark Street were accomplished using existing signal timing data provided by the City of Chicago to determine the average overall vehicle delay, volume-to-capacity ratios, and levels of service.

The analysis for the unsignalized intersections determines the average control delay to vehicles stopped at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics.

The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter grade from A to F based on the average control delay experienced by vehicles passing through the intersection. Control delay is that portion of the total delay attributed to the traffic signal or stop sign control operation, and includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Level of Service A is the highest grade (best traffic flow and least delay), Level of Service E represents saturated or at-capacity conditions, and Level of Service F is the lowest grade (oversaturated conditions, extensive delays).

The Highway Capacity Manual definitions for levels of service and the corresponding control delay for both signalized and unsignalized intersections are shown in Table 3. A summary of the level of service/delay results for both existing and future conditions are presented in Table 4 and Table 5, respectively.

A discussion of the intersections and recommendations follows.

Evanston Gateway Evanston, Illinois 19

Table 3 LEVEL OF SERVICE CRITERIA Signalized Intersections Average Control Level of Delay Service Interpretation (seconds per vehicle) A Favorable progression. Most vehicles arrive during the ≤10 green indication and travel through the intersection without stopping.

B Good progression, with more vehicles stopping than for >10 - 20 Level of Service A.

C Individual cycle failures (i.e., one or more queued vehicles >20 - 35 are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping.

D The volume-to-capacity ratio is high and either progression >35 - 55 is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable.

E Progression is unfavorable. The volume-to-capacity ratio >55 - 80 is high and the cycle length is long. Individual cycle failures are frequent.

F The volume-to-capacity ratio is very high, progression is >80.0 very poor, and the cycle length is long. Most cycles fail to clear the queue. Unsignalized Intersections Level of Service Average Total Delay (SEC/VEH) A 0 - 10

B > 10 - 15

C > 15 - 25

D > 25 - 35

E > 35 - 50

F > 50 Source: Highway Capacity Manual, 2010.

Evanston Gateway Evanston, Illinois 20

Table 4 CAPACITY ANALYSIS RESULTS—EXISTING CONDITIONS Weekday Weekday Morning Evening Peak Hour Peak Hour Intersection LOS – Delay LOS – Delay Howard Street and Chicago Avenue/Clark Street B – 17.2 B – 18.4 (signal) LOS = Level of Service Delay is measured in seconds.

Table 5 CAPACITY ANALYSIS RESULTS—FUTURE CONDITIONS Weekday Weekday Morning Evening Peak Hour Peak Hour Intersection LOS – Delay LOS – Delay Howard Street and Chicago Avenue/Clark Street B – 17.5 B – 18.8 (signal) Chicago Avenue and Access Drive (stop sign) B – 13.9 C – 18.5 LOS = Level of Service Delay is measured in seconds.

Evanston Gateway Evanston, Illinois 21

Discussion and Recommendations

The results of the capacity analyses show that with the addition of the development traffic and the increase in existing traffic due to regional growth, all of the intersections are projected to continue to operate at generally the same good levels of service. The following is a discussion of each analyzed intersection.

Howard Street and Chicago Avenue/Clark Street

The traffic capacity analyses show that this signalized intersection is currently operating at an acceptable Level of Service (LOS) and will maintain this acceptable LOS under future conditions. Further inspection of the capacity analyses indicated that southbound queues will not extend to or beyond the proposed access drive on Chicago Avenue. Consideration should be given to providing countdown pedestrian timers on all four legs of the intersection. No further street or traffic control improvements are recommended at this intersection in conjunction with the proposed development.

Chicago Avenue and Access Drive

The traffic capacity analyses show that this proposed intersection, assuming one lane in each direction, will operate at an acceptable LOS. Inspection of the projected turning traffic volumes and the requirements set forth in the Illinois Department of Transportation (IDOT) Bureau of Design and Environment (BDE) Manual indicate that an exclusive left-turn lane or an exclusive right-turn lane on Chicago Avenue will not be necessary. As such, no street or traffic control improvements are recommended at this intersection in conjunction with the proposed development.

Gap Study Evaluation

As indicated earlier, a gap study was conducted of the traffic flow on Chicago Avenue during the weekday morning and evening peak hours. Table 6 shows the total number of potential movements compared to the number of required gaps that are needed to accommodate the projected traffic turning to and from the access drive. As shown in Table 6, there are sufficient gaps in the Chicago Avenue traffic stream to accommodate the northbound left turns into the proposed development, eastbound right turns onto Chicago Avenue, and eastbound left turns onto Chicago Avenue for the weekday morning and evening peak hours of adjacent roadway traffic. These results further confirm the adequacy of the access drive.

Evanston Gateway Evanston, Illinois 22

Table 6 REQUIRED GAPS – CHICAGO AVENUE Weekday Morning Weekday Evening Time Periods Peak Hour Peak Hour Potential Required Potential Required Movement Movements Gaps Movements Gaps Left Turn from Chicago Avenue 1,035 5 749 18 Left Turn from Access Drive 289 4 218 6 Right Turn from Access Drive 587 8 398 14

Evanston Gateway Evanston, Illinois 23

Parking

The development will provide a total of approximately 30 parking spaces on a surface parking lot with 21 spaces dedicated to the residential component of the development and the remaining nine dedicated for the retail portion. Based on this, the development is providing parking for the residential development at a parking ratio of 0.80 spaces per unit.

The on-site parking supply (0.80 parking ratio) considers the following:

• The development is a transit-oriented development (TOD) and is located in the city’s transit-oriented downtown development district. TOD districts are urban environments which promote pedestrian mobility and interactivity with convenient and nearby goods and services without requiring the use of an automobile.

• Census tract data shows that approximately 83 percent of renter households in the area either do not own a vehicle or own only one vehicle.

• On-street parking is provided within close proximity to the site and an additional 12 on- street parking spaces will be provided on the west side of Chicago Avenue along the site’s frontage.

• A bicycle storage room will be provided on the ground floor, thereby further increasing the incentive to commute via bicycling rather than driving.

• Divvy bicycle stations are located in proximity to the site.

Evanston Gateway Evanston, Illinois 24

6. Conclusion

The plans for the proposed mixed-use development to be located at 130 Chicago Avenue call for approximately 26 apartment units and an approximately 7,000 square-foot garden center with outdoor sales area. The site will provide a surface parking lot with 30 spaces of which 21 will be dedicated to the residential land use and the remaining nine spaces will be dedicated to the retail component of the development. In addition, 12 on-street parking spaces will be provided on the west side of Chicago Avenue along the site’s frontage. Access to the development will be provided via a single full ingress/egress access drive located approximately 320 feet north of Howard Street. Based on the preceding analyses and recommendations, the following conclusions have been made:

• The proposed development is located in an urban environment which promotes pedestrian mobility and interactivity with convenient and nearby goods and services without requiring the use of an automobile.

• Accessibility to and from the development and surrounding area is enhanced by the various alternative modes of transportation serving the area, including Metra, the CTA Red, Purple, and Yellow Lines, bus transit, and pedestrian and bicycle amenities.

• Based on Census data, the amount of traffic to be generated by the proposed development was reduced by 45 percent to account for resident renters in the area that do not own a vehicle, the alternative modes of transportation serving the area, and the convenience and accessibility of nearby goods and services that can easily be obtained without the use of a vehicle.

• The development-generated traffic can be accommodated without significant impact to the external street system. All of the intersections within the study limits are projected to operate at current levels of service with the addition of the proposed development- generated traffic and the existing traffic increased by a regional growth factor to establish future conditions.

• Consideration should be given to providing countdown pedestrian timers on all four legs of the intersection of Howard Street with Chicago Avenue/Clark Street.

• The provision of one full ingress/egress access drive will reduce the number of curb cuts and conflict points within close proximity to the intersection of Howard Street with Chicago Avenue/Clark Street.

• The access will provide one inbound lane and one outbound lane under stop sign control.

Evanston Gateway Evanston, Illinois 25

• The results of the gap study indicate that there are an ample number of gaps to accommodate the projected number of vehicles entering and exiting the site.

• A bicycle storage room for the residents will be located on the ground level. Providing this bicycle storage room will further increase the incentive to commute via bicycling rather than driving.

• The development will provide a total of approximately 30 parking spaces with 21 designated for residents of the development. This translates into a parking ratio of 0.80 spaces per unit. Based on Census tract data and the fact that the site is designated as a transit-oriented development, the proposed 0.80 parking ratio will be adequate in accommodating the parking demand of the residential component.

Evanston Gateway Evanston, Illinois 26

Appendix

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Traffic Counts

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Chicago Ave and Howard Street Site Code: Rosemont, Illinois, United States 60018 Start Date: 09/19/2017 (847)518-9990 Page No: 1

Turning Movement Data Howard St Howard St Chicago Ave Chicago Ave Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 7:00 AM 0 6 60 58 2 124 0 12 92 8 8 112 0 47 76 7 11 130 0 10 50 8 12 68 434 7:15 AM 0 7 61 55 5 123 0 10 77 12 5 99 0 59 105 16 19 180 0 5 76 6 5 87 489 7:30 AM 0 5 73 60 15 138 0 6 92 19 5 117 0 66 140 9 28 215 0 5 73 11 9 89 559 7:45 AM 0 9 77 55 6 141 0 11 108 18 4 137 0 71 107 11 23 189 0 6 53 5 13 64 531 Hourly Total 0 27 271 228 28 526 0 39 369 57 22 465 0 243 428 43 81 714 0 26 252 30 39 308 2013 8:00 AM 0 20 102 43 7 165 0 8 81 21 2 110 0 72 128 13 17 213 0 12 53 6 8 71 559 8:15 AM 0 11 70 61 6 142 0 16 75 14 5 105 0 50 121 14 12 185 0 8 59 5 12 72 504 8:30 AM 0 15 67 36 4 118 0 9 77 17 4 103 0 50 119 6 9 175 0 11 63 10 6 84 480 8:45 AM 0 14 71 33 4 118 0 5 83 14 4 102 0 42 102 10 3 154 0 18 44 8 6 70 444 Hourly Total 0 60 310 173 21 543 0 38 316 66 15 420 0 214 470 43 41 727 0 49 219 29 32 297 1987 *** BREAK *** ------4:00 PM 0 14 77 63 10 154 0 6 82 11 3 99 0 53 76 19 20 148 0 10 84 17 0 111 512 4:15 PM 0 9 100 58 6 167 0 5 72 14 13 91 0 55 73 17 27 145 0 20 100 25 7 145 548 4:30 PM 0 12 88 59 6 159 0 12 85 12 10 109 0 60 83 16 19 159 0 24 97 19 13 140 567 4:45 PM 0 12 84 43 11 139 0 15 77 9 7 101 0 62 70 16 19 148 0 14 112 17 6 143 531 Hourly Total 0 47 349 223 33 619 0 38 316 46 33 400 0 230 302 68 85 600 0 68 393 78 26 539 2158 5:00 PM 0 11 60 55 11 126 0 10 90 10 9 110 0 61 74 11 14 146 0 29 129 16 11 174 556 5:15 PM 0 14 86 49 3 149 0 10 88 8 8 106 0 53 72 7 25 132 0 25 134 20 17 179 566 5:30 PM 0 13 88 52 9 153 0 8 83 9 8 100 0 59 94 9 24 162 0 22 115 13 14 150 565 5:45 PM 0 7 86 49 7 142 0 6 84 13 8 103 0 64 68 16 22 148 0 22 122 27 12 171 564 Hourly Total 0 45 320 205 30 570 0 34 345 40 33 419 0 237 308 43 85 588 0 98 500 76 54 674 2251 Grand Total 0 179 1250 829 112 2258 0 149 1346 209 103 1704 0 924 1508 197 292 2629 0 241 1364 213 151 1818 8409 Approach % 0.0 7.9 55.4 36.7 - - 0.0 8.7 79.0 12.3 - - 0.0 35.1 57.4 7.5 - - 0.0 13.3 75.0 11.7 - - - Total % 0.0 2.1 14.9 9.9 - 26.9 0.0 1.8 16.0 2.5 - 20.3 0.0 11.0 17.9 2.3 - 31.3 0.0 2.9 16.2 2.5 - 21.6 - Lights 0 172 1220 757 - 2149 0 102 1260 188 - 1550 0 906 1430 190 - 2526 0 236 1278 201 - 1715 7940 % Lights - 96.1 97.6 91.3 - 95.2 - 68.5 93.6 90.0 - 91.0 - 98.1 94.8 96.4 - 96.1 - 97.9 93.7 94.4 - 94.3 94.4 Buses 0 0 10 54 - 64 0 44 67 11 - 122 0 10 1 2 - 13 0 1 17 2 - 20 219 % Buses - 0.0 0.8 6.5 - 2.8 - 29.5 5.0 5.3 - 7.2 - 1.1 0.1 1.0 - 0.5 - 0.4 1.2 0.9 - 1.1 2.6 Single-Unit Trucks 0 6 6 11 - 23 0 2 6 1 - 9 0 5 21 2 - 28 0 0 12 5 - 17 77

% Single-Unit 3.4 0.5 1.3 - 1.0 - 1.3 0.4 0.5 - 0.5 - 0.5 1.4 1.0 - 1.1 - 0.0 0.9 2.3 - 0.9 0.9 Trucks - Articulated Trucks 0 1 2 0 - 3 0 1 0 0 - 1 0 0 6 1 - 7 0 0 3 2 - 5 16

% Articulated 0.6 0.2 0.0 - 0.1 - 0.7 0.0 0.0 - 0.1 - 0.0 0.4 0.5 - 0.3 - 0.0 0.2 0.9 - 0.3 0.2 Trucks - Bicycles on Road 0 0 12 7 - 19 0 0 13 9 - 22 0 3 50 2 - 55 0 4 54 3 - 61 157

% Bicycles on - 0.0 1.0 0.8 - 0.8 - 0.0 1.0 4.3 - 1.3 - 0.3 3.3 1.0 - 2.1 - 1.7 4.0 1.4 - 3.4 1.9 Road Pedestrians - - - - 112 - - - - - 103 - - - - - 292 - - - - - 151 - - Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Chicago Ave and Howard Street Site Code: Rosemont, Illinois, United States 60018 Start Date: 09/19/2017 (847)518-9990 Page No: 3

Turning Movement Peak Hour Data (7:30 AM) Howard St Howard St Chicago Ave Chicago Ave Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 7:30 AM 0 5 73 60 15 138 0 6 92 19 5 117 0 66 140 9 28 215 0 5 73 11 9 89 559 7:45 AM 0 9 77 55 6 141 0 11 108 18 4 137 0 71 107 11 23 189 0 6 53 5 13 64 531 8:00 AM 0 20 102 43 7 165 0 8 81 21 2 110 0 72 128 13 17 213 0 12 53 6 8 71 559 8:15 AM 0 11 70 61 6 142 0 16 75 14 5 105 0 50 121 14 12 185 0 8 59 5 12 72 504 Total 0 45 322 219 34 586 0 41 356 72 16 469 0 259 496 47 80 802 0 31 238 27 42 296 2153 Approach % 0.0 7.7 54.9 37.4 - - 0.0 8.7 75.9 15.4 - - 0.0 32.3 61.8 5.9 - - 0.0 10.5 80.4 9.1 - - - Total % 0.0 2.1 15.0 10.2 - 27.2 0.0 1.9 16.5 3.3 - 21.8 0.0 12.0 23.0 2.2 - 37.3 0.0 1.4 11.1 1.3 - 13.7 - PHF 0.000 0.563 0.789 0.898 - 0.888 0.000 0.641 0.824 0.857 - 0.856 0.000 0.899 0.886 0.839 - 0.933 0.000 0.646 0.815 0.614 - 0.831 0.963 Lights 0 41 308 199 - 548 0 27 336 64 - 427 0 253 459 45 - 757 0 29 223 27 - 279 2011 % Lights - 91.1 95.7 90.9 - 93.5 - 65.9 94.4 88.9 - 91.0 - 97.7 92.5 95.7 - 94.4 - 93.5 93.7 100.0 - 94.3 93.4 Buses 0 0 4 16 - 20 0 13 16 4 - 33 0 2 0 1 - 3 0 0 5 0 - 5 61 % Buses - 0.0 1.2 7.3 - 3.4 - 31.7 4.5 5.6 - 7.0 - 0.8 0.0 2.1 - 0.4 - 0.0 2.1 0.0 - 1.7 2.8 Single-Unit Trucks 0 3 4 2 - 9 0 1 2 1 - 4 0 2 7 1 - 10 0 0 1 0 - 1 24

% Single-Unit 1.5 - 2.4 0.6 1.4 - 0.9 - 0.8 1.4 2.1 - 1.2 - 0.0 0.4 0.0 - 0.3 1.1 Trucks - 6.7 1.2 0.9 - Articulated Trucks 0 1 0 0 - 1 0 0 0 0 - 0 0 0 2 0 - 2 0 0 0 0 - 0 3

% Articulated 0.2 - 0.0 0.0 0.0 - 0.0 - 0.0 0.4 0.0 - 0.2 - 0.0 0.0 0.0 - 0.0 0.1 Trucks - 2.2 0.0 0.0 - Bicycles on Road 0 0 6 2 - 8 0 0 2 3 - 5 0 2 28 0 - 30 0 2 9 0 - 11 54

% Bicycles on 1.4 - 0.0 0.6 4.2 - 1.1 - 0.8 5.6 0.0 - 3.7 - 6.5 3.8 0.0 - 3.7 2.5 Road - 0.0 1.9 0.9 - Pedestrians - - - - 34 - - - - - 16 - - - - - 80 - - - - - 42 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Chicago Ave and Howard Street Site Code: Rosemont, Illinois, United States 60018 Start Date: 09/19/2017 (847)518-9990 Page No: 4

Turning Movement Peak Hour Data (5:00 PM) Howard St Howard St Chicago Ave Chicago Ave Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 5:00 PM 0 11 60 55 11 126 0 10 90 10 9 110 0 61 74 11 14 146 0 29 129 16 11 174 556 5:15 PM 0 14 86 49 3 149 0 10 88 8 8 106 0 53 72 7 25 132 0 25 134 20 17 179 566 5:30 PM 0 13 88 52 9 153 0 8 83 9 8 100 0 59 94 9 24 162 0 22 115 13 14 150 565 5:45 PM 0 7 86 49 7 142 0 6 84 13 8 103 0 64 68 16 22 148 0 22 122 27 12 171 564 Total 0 45 320 205 30 570 0 34 345 40 33 419 0 237 308 43 85 588 0 98 500 76 54 674 2251 Approach % 0.0 7.9 56.1 36.0 - - 0.0 8.1 82.3 9.5 - - 0.0 40.3 52.4 7.3 - - 0.0 14.5 74.2 11.3 - - - Total % 0.0 2.0 14.2 9.1 - 25.3 0.0 1.5 15.3 1.8 - 18.6 0.0 10.5 13.7 1.9 - 26.1 0.0 4.4 22.2 3.4 - 29.9 - PHF 0.000 0.804 0.909 0.932 - 0.931 0.000 0.850 0.958 0.769 - 0.952 0.000 0.926 0.819 0.672 - 0.907 0.000 0.845 0.933 0.704 - 0.941 0.994 Lights 0 44 318 187 - 549 0 24 318 36 - 378 0 233 298 43 - 574 0 97 467 73 - 637 2138 % Lights - 97.8 99.4 91.2 - 96.3 - 70.6 92.2 90.0 - 90.2 - 98.3 96.8 100.0 - 97.6 - 99.0 93.4 96.1 - 94.5 95.0 Buses 0 0 0 14 - 14 0 10 21 2 - 33 0 3 0 0 - 3 0 0 4 0 - 4 54 % Buses - 0.0 0.0 6.8 - 2.5 - 29.4 6.1 5.0 - 7.9 - 1.3 0.0 0.0 - 0.5 - 0.0 0.8 0.0 - 0.6 2.4 Single-Unit Trucks 0 1 0 3 - 4 0 0 1 0 - 1 0 0 3 0 - 3 0 0 2 0 - 2 10

% Single-Unit 0.7 - 0.0 0.3 0.0 - 0.2 - 0.0 1.0 0.0 - 0.5 - 0.0 0.4 0.0 - 0.3 0.4 Trucks - 2.2 0.0 1.5 - Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Articulated 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Trucks - 0.0 0.0 0.0 - Bicycles on Road 0 0 2 1 - 3 0 0 5 2 - 7 0 1 7 0 - 8 0 1 27 3 - 31 49

% Bicycles on 0.5 - 0.0 1.4 5.0 - 1.7 - 0.4 2.3 0.0 - 1.4 - 1.0 5.4 3.9 - 4.6 2.2 Road - 0.0 0.6 0.5 - Pedestrians - - - - 30 - - - - - 33 - - - - - 85 - - - - - 54 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - Kenig Lindgren O'Hara Aboona, Inc. Count Name: Chicago Avenue and Access 9575 W. Higgins Rd., Suite 400 Drives Site Code: Rosemont, Illinois, United States 60018 Start Date: 09/19/2017 (847)518-9990 Page No: 1

Turning Movement Data Evanston Lot 53 525 Howard Lot Chicago Ave Chicago Ave Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 91 0 12 91 0 0 67 0 0 67 158 7:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 124 0 5 124 0 0 86 0 2 86 210 7:30 AM 0 0 0 1 7 1 0 0 0 0 3 0 0 0 161 0 9 161 0 0 88 0 0 88 250 7:45 AM 0 0 0 0 3 0 0 0 0 0 1 0 0 0 138 0 11 138 0 0 68 0 0 68 206 Hourly Total 0 0 0 1 10 1 0 0 0 0 7 0 0 0 514 0 37 514 0 0 309 0 2 309 824 8:00 AM 0 0 0 1 1 1 0 0 0 0 1 0 0 0 176 0 9 176 0 0 70 0 0 70 247 8:15 AM 0 0 0 1 1 1 0 0 0 0 2 0 0 0 145 0 13 145 0 0 72 0 0 72 218 8:30 AM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 153 0 4 153 0 0 84 0 0 84 238 8:45 AM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 129 0 6 129 0 0 69 0 1 69 198 Hourly Total 0 0 0 3 3 3 0 0 0 0 7 0 0 0 603 0 32 603 0 0 295 0 1 295 901 *** BREAK *** ------4:00 PM 0 0 0 0 4 0 0 0 0 1 10 1 0 0 103 0 6 103 0 0 117 0 0 117 221 4:15 PM 0 0 0 0 2 0 0 0 0 0 9 0 0 0 93 1 16 94 0 0 143 0 0 143 237 4:30 PM 0 0 0 1 1 1 0 0 0 0 6 0 0 0 111 0 16 111 0 1 143 0 0 144 256 4:45 PM 0 0 0 0 4 0 0 1 0 0 3 1 0 0 91 0 12 91 0 0 143 0 1 143 235 Hourly Total 0 0 0 1 11 1 0 1 0 1 28 2 0 0 398 1 50 399 0 1 546 0 1 547 949 5:00 PM 0 0 0 0 11 0 0 0 0 0 8 0 0 0 95 0 7 95 0 0 179 0 0 179 274 5:15 PM 0 0 0 0 5 0 0 0 0 0 2 0 0 0 92 0 12 92 0 0 181 0 0 181 273 5:30 PM 0 0 0 0 2 0 0 0 0 0 1 0 0 0 112 0 14 112 0 0 146 0 1 146 258 5:45 PM 0 0 0 0 3 0 0 0 0 0 3 0 0 0 87 0 8 87 0 0 171 0 0 171 258 Hourly Total 0 0 0 0 21 0 0 0 0 0 14 0 0 0 386 0 41 386 0 0 677 0 1 677 1063 Grand Total 0 0 0 5 45 5 0 1 0 1 56 2 0 0 1901 1 160 1902 0 1 1827 0 5 1828 3737 Approach % 0.0 0.0 0.0 100.0 - - 0.0 50.0 0.0 50.0 - - 0.0 0.0 99.9 0.1 - - 0.0 0.1 99.9 0.0 - - - Total % 0.0 0.0 0.0 0.1 - 0.1 0.0 0.0 0.0 0.0 - 0.1 0.0 0.0 50.9 0.0 - 50.9 0.0 0.0 48.9 0.0 - 48.9 - Lights 0 0 0 5 - 5 0 0 0 1 - 1 0 0 1797 1 - 1798 0 0 1730 0 - 1730 3534 % Lights - - - 100.0 - 100.0 - 0.0 - 100.0 - 50.0 - - 94.5 100.0 - 94.5 - 0.0 94.7 - - 94.6 94.6 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 0 12 0 - 12 0 0 18 0 - 18 30 % Buses - - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - - 0.6 0.0 - 0.6 - 0.0 1.0 - - 1.0 0.8 Single-Unit Trucks 0 0 0 0 - 0 0 1 0 0 - 1 0 0 27 0 - 27 0 1 16 0 - 17 45

% Single-Unit - - 0.0 - 0.0 - 100.0 - 0.0 - 50.0 - - 1.4 0.0 - 1.4 - 100.0 0.9 - - 0.9 1.2 Trucks - Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 7 0 - 7 0 0 5 0 - 5 12

% Articulated - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - - 0.4 0.0 - 0.4 - 0.0 0.3 - - 0.3 0.3 Trucks - Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 58 0 - 58 0 0 58 0 - 58 116

% Bicycles on - - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - - 3.1 0.0 - 3.0 - 0.0 3.2 - - 3.2 3.1 Road Pedestrians - - - - 45 - - - - - 56 - - - - - 160 - - - - - 5 - - Kenig Lindgren O'Hara Aboona, Inc. Count Name: Chicago Avenue and Access 9575 W. Higgins Rd., Suite 400 Drives Site Code: Rosemont, Illinois, United States 60018 Start Date: 09/19/2017 (847)518-9990 Page No: 3

Turning Movement Peak Hour Data (7:30 AM) Evanston Lot 53 525 Howard Lot Chicago Ave Chicago Ave Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 7:30 AM 0 0 0 1 7 1 0 0 0 0 3 0 0 0 161 0 9 161 0 0 88 0 0 88 250 7:45 AM 0 0 0 0 3 0 0 0 0 0 1 0 0 0 138 0 11 138 0 0 68 0 0 68 206 8:00 AM 0 0 0 1 1 1 0 0 0 0 1 0 0 0 176 0 9 176 0 0 70 0 0 70 247 8:15 AM 0 0 0 1 1 1 0 0 0 0 2 0 0 0 145 0 13 145 0 0 72 0 0 72 218 Total 0 0 0 3 12 3 0 0 0 0 7 0 0 0 620 0 42 620 0 0 298 0 0 298 921 Approach % 0.0 0.0 0.0 100.0 - - NaN NaN NaN NaN - - 0.0 0.0 100.0 0.0 - - 0.0 0.0 100.0 0.0 - - - Total % 0.0 0.0 0.0 0.3 - 0.3 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 67.3 0.0 - 67.3 0.0 0.0 32.4 0.0 - 32.4 - PHF 0.000 0.000 0.000 0.750 - 0.750 0.000 0.000 0.000 0.000 - 0.000 0.000 0.000 0.881 0.000 - 0.881 0.000 0.000 0.847 0.000 - 0.847 0.921 Lights 0 0 0 3 - 3 0 0 0 0 - 0 0 0 569 0 - 569 0 0 283 0 - 283 855 % Lights - - - 100.0 - 100.0 ------91.8 - - 91.8 - - 95.0 - - 95.0 92.8 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 0 4 0 - 4 0 0 5 0 - 5 9 % Buses - - - 0.0 - 0.0 ------0.6 - - 0.6 - - 1.7 - - 1.7 1.0 Single-Unit Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 11 0 - 11 0 0 1 0 - 1 12

% Single-Unit 0.0 ------1.8 - - 1.8 - - 0.3 - - 0.3 1.3 Trucks - - - 0.0 - Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 3 0 - 3 0 0 0 0 - 0 3

% Articulated 0.0 ------0.5 - - 0.5 - - 0.0 - - 0.0 0.3 Trucks - - - 0.0 - Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 33 0 - 33 0 0 9 0 - 9 42

% Bicycles on 0.0 ------5.3 - - 5.3 - - 3.0 - - 3.0 4.6 Road - - - 0.0 - Pedestrians - - - - 12 - - - - - 7 - - - - - 42 - - - - - 0 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 ------Kenig Lindgren O'Hara Aboona, Inc. Count Name: Chicago Avenue and Access 9575 W. Higgins Rd., Suite 400 Drives Site Code: Rosemont, Illinois, United States 60018 Start Date: 09/19/2017 (847)518-9990 Page No: 4

Turning Movement Peak Hour Data (5:00 PM) Evanston Lot 53 525 Howard Lot Chicago Ave Chicago Ave Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 5:00 PM 0 0 0 0 11 0 0 0 0 0 8 0 0 0 95 0 7 95 0 0 179 0 0 179 274 5:15 PM 0 0 0 0 5 0 0 0 0 0 2 0 0 0 92 0 12 92 0 0 181 0 0 181 273 5:30 PM 0 0 0 0 2 0 0 0 0 0 1 0 0 0 112 0 14 112 0 0 146 0 1 146 258 5:45 PM 0 0 0 0 3 0 0 0 0 0 3 0 0 0 87 0 8 87 0 0 171 0 0 171 258 Total 0 0 0 0 21 0 0 0 0 0 14 0 0 0 386 0 41 386 0 0 677 0 1 677 1063 Approach % NaN NaN NaN NaN - - NaN NaN NaN NaN - - 0.0 0.0 100.0 0.0 - - 0.0 0.0 100.0 0.0 - - - Total % 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 36.3 0.0 - 36.3 0.0 0.0 63.7 0.0 - 63.7 - PHF 0.000 0.000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 - 0.000 0.000 0.000 0.862 0.000 - 0.862 0.000 0.000 0.935 0.000 - 0.935 0.970 Lights 0 0 0 0 - 0 0 0 0 0 - 0 0 0 374 0 - 374 0 0 642 0 - 642 1016 % Lights ------96.9 - - 96.9 - - 94.8 - - 94.8 95.6 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 0 2 0 - 2 0 0 4 0 - 4 6 % Buses ------0.5 - - 0.5 - - 0.6 - - 0.6 0.6 Single-Unit Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 3 0 - 3 0 0 2 0 - 2 5

% Single-Unit ------0.8 - - 0.8 - - 0.3 - - 0.3 0.5 Trucks - - - - - Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Articulated ------0.0 - - 0.0 - - 0.0 - - 0.0 0.0 Trucks - - - - - Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 7 0 - 7 0 0 29 0 - 29 36

% Bicycles on ------1.8 - - 1.8 - - 4.3 - - 4.3 3.4 Road - - - - - Pedestrians - - - - 21 - - - - - 14 - - - - - 41 - - - - - 1 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -

Census Data

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Transit Zone: .25 mile .5 mile Smart Zoom Selected Station Station Existing Transit Potential Transit Transit Region TOD Report

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Station .25 Mile Transit Zone: CTA Purple Line, Red Line, Yellow Line; Howard

Year Opened: (1) Pre-2000 Latitude: (2) 42.019063 Longitude: (2) -87.672892 Average Travel Time to Work: (3) 35.91 Median Household Income 38,059 Howard 2009: (4) Percent who take public 40.13 transportation 2009: (5) Percent who bicycle 2009: (6) 0.56 Percent who walk 2009: (7) 4.38 Percent who take public 45.07 transportation, bicycle or walk 2009: (8) Average number of vehicles 0.79 available per household 2009: (9) Average number of vehicles 1.25 available per household 2009: Owner Occupied: (10) Average number of vehicles 0.60 available per household 2009: Renter Occupied: (11) Imagery ©2017 , DigitalGlobe, Sanborn, U.S. Geological Survey, USDA FarmRepor Sert vicea map Agency error Percent of households with 0 or 1 83.49 vehicle available 2009: (12) Median Year Structure Built 1,939 2009: (13)

1 The year in which this station opened. This value is intended to inform the analysis of available statistics, and therefore all stations open prior to 2000 report as "Pre-2000", the year of the earliest available statistic. 2 Station location, current as of October 1, 2017. Station locations are updated (as necessary) on a quarterly basis which may result in changes in aggregated data. 3 American Community Survey 2005-2009 5-Year Estimates b08013_001 / b08132_001 aggregated from Census 2009 Tracts 4 American Community Survey 2005-2009 5-Year Estimates b19013_001 aggregated from Census 2009 Block Groups 5 American Community Survey 2005-2009 5-Year Estimates (b08301_010) / (b08301_001) aggregated from Census 2009 Block Groups 6 American Community Survey 2005-2009 5-Year Estimates (b08301_018 ) / (b08301_001) aggregated from Census 2009 Block Groups 7 American Community Survey 2005-2009 5-Year Estimates (b08301_019) / (b08301_001) aggregated from Census 2009 Block Groups 8 American Community Survey 2005-2009 5-Year Estimates (b08301_010 + b08301_018 + b08301_019) / (b08301_001) aggregated from Census 2009 Block Groups 9 American Community Survey 2005-2009 5-Year Estimates b25046_001 / b25044_001 aggregated from Census 2009 Block Groups 10 American Community Survey 2005-2009 5-Year Estimates b25046_002 / b25044_002 aggregated from Census 2009 Block Groups 11 American Community Survey 2005-2009 5-Year Estimates b25046_003 / b25044_009 aggregated from Census 2009 Block Groups 12 American Community Survey 2005-2009 5-Year Estimates (b25044_003+b25044_004+b25044_010+b25044_011) / b25044_001 aggregated from Census 2009 Block Groups 13 American Community Survey 2005-2009 5-Year Estimates b25035_001 aggregated from Census 2009 Block Groups

CMAP Projections

Capacity Analyses

Lanes, Volumes, Timings 3: Clark Street/Chicago Avenue & Howard Street 10/11/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 45 322 219 41 356 72 259 496 47 31 238 27 Future Volume (vph) 45 322 219 41 356 72 259 496 47 31 238 27 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 11 11 11 11 11 11 Storage Length (ft) 40 40 65 65 90 0 50 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 45 75 95 70 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.93 0.97 0.95 0.97 0.99 0.99 0.99 Frt 0.850 0.850 0.987 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1546 1830 1396 1257 1778 1409 1711 3353 0 1745 3352 0 Flt Permitted 0.390 0.429 0.570 0.375 Satd. Flow (perm) 624 1830 1291 549 1778 1345 997 3353 0 683 3352 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 118 49 16 16 Link Speed (mph) 30 30 30 30 Link Distance (ft) 417 717 240 192 Travel Time (s) 9.5 16.3 5.5 4.4 Confl. Peds. (#/hr) 42 80 80 42 34 16 16 34 Confl. Bikes (#/hr) 8 5 30 11 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 9% 2% 8% 34% 5% 7% 2% 2% 4% 0% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 47 335 228 43 371 75 270 566 0 32 276 0 Turn Type Perm NA Perm Perm NA Perm custom NA Perm NA Protected Phases 4 8 5 2 5 6 Permitted Phases 4 4 8 8 2 6 Minimum Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 9.5 40.0 40.0 Total Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 10.0 40.0 40.0 Total Split (%) 44.4% 44.4% 44.4% 44.4% 44.4% 44.4% 11.1% 44.4% 44.4% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Act Effct Green (s) 36.0 36.0 36.0 36.0 36.0 36.0 44.0 46.0 36.0 36.0 Actuated g/C Ratio 0.40 0.40 0.40 0.40 0.40 0.40 0.49 0.51 0.40 0.40 v/c Ratio 0.19 0.46 0.39 0.20 0.52 0.13 0.50 0.33 0.12 0.20 Control Delay 20.1 22.4 11.3 20.6 23.8 8.6 16.7 13.2 18.5 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.1 22.4 11.3 20.6 23.8 8.6 16.7 13.2 18.5 17.1 LOS CCBCCABB BB Approach Delay 18.1 21.1 14.3 17.2 Approach LOS B C B B Queue Length 50th (ft) 17 137 40 16 156 9 82 91 11 49 Queue Length 95th (ft) 43 213 98 41 241 36 133 126 31 77

10/11/2017 A.M. Peak Hour Existing Traffic Synchro 10 Report Page 1 Lanes, Volumes, Timings 3: Clark Street/Chicago Avenue & Howard Street 10/11/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Internal Link Dist (ft) 337 637 160 112 Turn Bay Length (ft) 40 40 65 65 90 50 Base Capacity (vph) 249 732 587 219 711 567 542 1721 273 1350 Starvation Cap Reductn 00000000 00 Spillback Cap Reductn 00000000 00 Storage Cap Reductn 00000000 00 Reduced v/c Ratio 0.19 0.46 0.39 0.20 0.52 0.13 0.50 0.33 0.12 0.20 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Pretimed Maximum v/c Ratio: 0.52 Intersection Signal Delay: 17.2 Intersection LOS: B Intersection Capacity Utilization 91.7% ICU Level of Service F Analysis Period (min) 15

Splits and Phases: 3: Clark Street/Chicago Avenue & Howard Street

10/11/2017 A.M. Peak Hour Existing Traffic Synchro 10 Report Page 3 Lanes, Volumes, Timings 3: Clark Street/Chicago Avenue & Howard Street 10/11/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 45 320 205 34 345 40 237 308 43 98 500 76 Future Volume (vph) 45 320 205 34 345 40 237 308 43 98 500 76 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 11 11 11 11 11 11 Storage Length (ft) 40 40 65 65 90 0 50 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 45 75 95 70 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.92 0.96 0.94 0.98 0.99 0.98 0.99 Frt 0.850 0.850 0.982 0.980 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1867 1396 1306 1761 1436 1728 3370 0 1745 3353 0 Flt Permitted 0.415 0.442 0.348 0.518 Satd. Flow (perm) 706 1867 1290 586 1761 1356 623 3370 0 928 3353 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 111 48 25 22 Link Speed (mph) 30 30 30 30 Link Distance (ft) 417 717 240 192 Travel Time (s) 9.5 16.3 5.5 4.4 Confl. Peds. (#/hr) 54 85 85 54 30 33 33 30 Confl. Bikes (#/hr) 3 7 8 31 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 2% 0% 8% 29% 6% 5% 1% 1% 0% 0% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 45 323 207 34 348 40 239 354 0 99 582 0 Turn Type Perm NA Perm Perm NA Perm custom NA Perm NA Protected Phases 4 8 5 2 5 6 Permitted Phases 4 4 8 8 2 6 Minimum Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 9.5 40.0 40.0 Total Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 10.0 40.0 40.0 Total Split (%) 44.4% 44.4% 44.4% 44.4% 44.4% 44.4% 11.1% 44.4% 44.4% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Act Effct Green (s) 36.0 36.0 36.0 36.0 36.0 36.0 44.0 46.0 36.0 36.0 Actuated g/C Ratio 0.40 0.40 0.40 0.40 0.40 0.40 0.49 0.51 0.40 0.40 v/c Ratio 0.16 0.43 0.36 0.15 0.49 0.07 0.61 0.20 0.27 0.43 Control Delay 19.3 21.9 10.7 19.3 23.2 4.7 20.5 11.5 20.6 20.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.3 21.9 10.7 19.3 23.2 4.7 20.5 11.5 20.6 20.0 LOS BCBBCACB CB Approach Delay 17.7 21.1 15.1 20.1 Approach LOS B C B C Queue Length 50th (ft) 16 130 35 12 145 0 71 50 37 118 Queue Length 95th (ft) 41 203 87 34 225 16 117 75 76 164

10/11/2017 P.M. Peak Hour Existing Traffic Synchro 10 Report Page 1 Lanes, Volumes, Timings 3: Clark Street/Chicago Avenue & Howard Street 10/11/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Internal Link Dist (ft) 337 637 160 112 Turn Bay Length (ft) 40 40 65 65 90 50 Base Capacity (vph) 282 746 582 234 704 571 390 1734 371 1354 Starvation Cap Reductn 00000000 00 Spillback Cap Reductn 00000000 00 Storage Cap Reductn 00000000 00 Reduced v/c Ratio 0.16 0.43 0.36 0.15 0.49 0.07 0.61 0.20 0.27 0.43 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Pretimed Maximum v/c Ratio: 0.61 Intersection Signal Delay: 18.4 Intersection LOS: B Intersection Capacity Utilization 90.5% ICU Level of Service E Analysis Period (min) 15

Splits and Phases: 3: Clark Street/Chicago Avenue & Howard Street

10/11/2017 P.M. Peak Hour Existing Traffic Synchro 10 Report Page 3 Lanes, Volumes, Timings 3: Clark Street/Chicago Avenue & Howard Street 10/11/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 48 332 226 42 367 75 267 513 48 33 248 32 Future Volume (vph) 48 332 226 42 367 75 267 513 48 33 248 32 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 11 11 11 11 11 11 Storage Length (ft) 40 40 65 65 90 0 50 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 45 75 95 70 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.93 0.97 0.95 0.97 0.99 0.99 0.99 Frt 0.850 0.850 0.987 0.983 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1546 1830 1396 1257 1778 1409 1711 3353 0 1745 3343 0 Flt Permitted 0.378 0.417 0.557 0.364 Satd. Flow (perm) 605 1830 1291 534 1778 1345 975 3353 0 663 3343 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 118 49 16 18 Link Speed (mph) 30 30 30 30 Link Distance (ft) 417 717 240 192 Travel Time (s) 9.5 16.3 5.5 4.4 Confl. Peds. (#/hr) 42 80 80 42 34 16 16 34 Confl. Bikes (#/hr) 8 5 30 11 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 9% 2% 8% 34% 5% 7% 2% 2% 4% 0% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 50 346 235 44 382 78 278 584 0 34 291 0 Turn Type Perm NA Perm Perm NA Perm custom NA Perm NA Protected Phases 4 8 5 2 5 6 Permitted Phases 4 4 8 8 2 6 Minimum Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 9.5 40.0 40.0 Total Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 10.0 40.0 40.0 Total Split (%) 44.4% 44.4% 44.4% 44.4% 44.4% 44.4% 11.1% 44.4% 44.4% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Act Effct Green (s) 36.0 36.0 36.0 36.0 36.0 36.0 44.0 46.0 36.0 36.0 Actuated g/C Ratio 0.40 0.40 0.40 0.40 0.40 0.40 0.49 0.51 0.40 0.40 v/c Ratio 0.21 0.47 0.40 0.21 0.54 0.14 0.52 0.34 0.13 0.22 Control Delay 20.6 22.7 11.7 20.9 24.1 8.8 17.3 13.3 18.8 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.6 22.7 11.7 20.9 24.1 8.8 17.3 13.3 18.8 17.1 LOS CCBCCABB BB Approach Delay 18.4 21.5 14.6 17.3 Approach LOS B C B B Queue Length 50th (ft) 18 142 43 16 162 10 85 95 12 52 Queue Length 95th (ft) 46 221 102 42 250 38 137 131 33 80

10/11/2017 A.M. Peak Hour Total Traffic Synchro 10 Report Page 1 Lanes, Volumes, Timings 3: Clark Street/Chicago Avenue & Howard Street 10/11/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Internal Link Dist (ft) 337 637 160 112 Turn Bay Length (ft) 40 40 65 65 90 50 Base Capacity (vph) 242 732 587 213 711 567 533 1721 265 1348 Starvation Cap Reductn 00000000 00 Spillback Cap Reductn 00000000 00 Storage Cap Reductn 00000000 00 Reduced v/c Ratio 0.21 0.47 0.40 0.21 0.54 0.14 0.52 0.34 0.13 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Pretimed Maximum v/c Ratio: 0.54 Intersection Signal Delay: 17.5 Intersection LOS: B Intersection Capacity Utilization 92.3% ICU Level of Service F Analysis Period (min) 15

Splits and Phases: 3: Clark Street/Chicago Avenue & Howard Street

10/11/2017 A.M. Peak Hour Total Traffic Synchro 10 Report Page 3 HCM 6th TWSC 9: Chicago Avenue & Access Drive 10/11/2017

Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 8 5 631 305 2 Future Vol, veh/h 4 8 5 631 305 2 Conflicting Peds, #/hr 0 0 40 0 0 40 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00320 Mvmt Flow 4 8 5 664 321 2

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1036 362 363 0 - 0 Stage 1 362 ----- Stage 2 674 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 259 687 1207 - - - Stage 1 709 ----- Stage 2 510 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 238 661 1161 - - - Mov Cap-2 Maneuver 238 ----- Stage 1 677 ----- Stage 2 491 -----

Approach EB NB SB HCM Control Delay, s 13.9 0.1 0 HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1161 - 415 - - HCM Lane V/C Ratio 0.005 - 0.03 - - HCM Control Delay (s) 8.1 0 13.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.1 - -

10/11/2017 A.M. Peak Hour Total Traffic Synchro 10 Report Page 1 Lanes, Volumes, Timings 3: Clark Street/Chicago Avenue & Howard Street 10/11/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 54 330 211 35 355 44 244 324 44 104 520 84 Future Volume (vph) 54 330 211 35 355 44 244 324 44 104 520 84 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 11 11 11 11 11 11 Storage Length (ft) 40 40 65 65 90 0 50 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 45 75 95 70 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.92 0.96 0.94 0.98 0.99 0.97 0.99 Frt 0.850 0.850 0.982 0.979 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1867 1396 1306 1761 1436 1728 3368 0 1745 3345 0 Flt Permitted 0.403 0.431 0.331 0.506 Satd. Flow (perm) 684 1867 1281 569 1761 1350 592 3368 0 904 3345 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 111 48 24 24 Link Speed (mph) 30 30 30 30 Link Distance (ft) 417 717 240 192 Travel Time (s) 9.5 16.3 5.5 4.4 Confl. Peds. (#/hr) 60 93 93 60 35 38 38 35 Confl. Bikes (#/hr) 3 7 8 31 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 2% 0% 8% 29% 6% 5% 1% 1% 0% 0% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 55 333 213 35 359 44 246 371 0 105 610 0 Turn Type Perm NA Perm Perm NA Perm custom NA Perm NA Protected Phases 4 8 5 2 5 6 Permitted Phases 4 4 8 8 2 6 Minimum Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 9.5 40.0 40.0 Total Split (s) 40.0 40.0 40.0 40.0 40.0 40.0 10.0 40.0 40.0 Total Split (%) 44.4% 44.4% 44.4% 44.4% 44.4% 44.4% 11.1% 44.4% 44.4% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Act Effct Green (s) 36.0 36.0 36.0 36.0 36.0 36.0 44.0 46.0 36.0 36.0 Actuated g/C Ratio 0.40 0.40 0.40 0.40 0.40 0.40 0.49 0.51 0.40 0.40 v/c Ratio 0.20 0.45 0.37 0.15 0.51 0.08 0.65 0.21 0.29 0.45 Control Delay 20.2 22.1 11.1 19.6 23.5 5.2 22.3 11.6 21.1 20.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.2 22.1 11.1 19.6 23.5 5.2 22.3 11.6 21.1 20.2 LOS CCBBCACB CC Approach Delay 18.0 21.4 15.9 20.4 Approach LOS B C B C Queue Length 50th (ft) 20 135 37 12 150 0 74 53 40 125 Queue Length 95th (ft) 48 210 92 34 233 19 120 79 81 172

10/11/2017 P.M. Peak Hour Total Traffic Synchro 10 Report Page 1 Lanes, Volumes, Timings 3: Clark Street/Chicago Avenue & Howard Street 10/11/2017

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Internal Link Dist (ft) 337 637 160 112 Turn Bay Length (ft) 40 40 65 65 90 50 Base Capacity (vph) 273 746 579 227 704 568 377 1733 361 1352 Starvation Cap Reductn 00000000 00 Spillback Cap Reductn 00000000 00 Storage Cap Reductn 00000000 00 Reduced v/c Ratio 0.20 0.45 0.37 0.15 0.51 0.08 0.65 0.21 0.29 0.45 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Pretimed Maximum v/c Ratio: 0.65 Intersection Signal Delay: 18.8 Intersection LOS: B Intersection Capacity Utilization 91.0% ICU Level of Service F Analysis Period (min) 15

Splits and Phases: 3: Clark Street/Chicago Avenue & Howard Street

10/11/2017 P.M. Peak Hour Total Traffic Synchro 10 Report Page 3 HCM 6th TWSC 9: Chicago Avenue & Acces Drive 10/11/2017

Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 6 14 18 404 694 8 Future Vol, veh/h 6 14 18 404 694 8 Conflicting Peds, #/hr 0 0 35 0 0 35 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00220 Mvmt Flow 6 15 19 425 731 8

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1233 770 774 0 - 0 Stage 1 770 ----- Stage 2 463 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 197 404 851 - - - Stage 1 460 ----- Stage 2 638 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 179 391 823 - - - Mov Cap-2 Maneuver 179 ----- Stage 1 431 ----- Stage 2 617 -----

Approach EB NB SB HCM Control Delay, s 18.5 0.4 0 HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 823 - 288 - - HCM Lane V/C Ratio 0.023 - 0.073 - - HCM Control Delay (s) 9.5 0 18.5 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.1 - 0.2 - -

10/11/2017 P.M. Peak Hour Total Traffic Synchro 10 Report Page 1