The Clove Plan Submittal for Public Hearing April 6, 2022 by BuffaloGrove

THE CLOVE BUFFALO GROVE, IL PUD SUBMITTAL

TABLE OF CONTENTS I.

Cover Page

II. III.

Table of Contents Project Summary A. B. C.

IV.

Development Plans-Retail A. B.

Overview of project and goals Challenges with the existing site Relationship with the B5 Zoning

Kensington Development Partners Experience Urban Street Group Experience

PUD Application and Submittal A. B. C. D. E.

Overall Rendered Plan Project Summary Development Schedule Final Plat of Subdivision Response to Standards

PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

TABLE OF CONTENTS VI.

Development Plans - Retail A. B. C. D. E. F.

Site Plan Preliminary Engineering Landscape Plan Architecture/Renderings Explain Future Phase II Photometrics

VII. Development Plans - Residential A. B. C.

Site Plan Landscape Plan Architecture/Renderings

VIII. Signage Plan A.

IX.

Retail 1. Monument 2. Building/Outlots Residential

Parking and Traﬃc Study A. B.

Overall Rendered Plan Project Summary PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

III. PROJECT SUMMARY

PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

Overview IMKD 5, LLC (Kensington) has entered into a contract to purchase and redevelop the 20+ acre Town Center Development located at the northwest corner of Lake Cook Road and McHenry Road. The property is located along the Lake Cook Corridor which is seen as the commercial thoroughfare in the Village of Buffalo Grove. Presently the Corridor is lacking a true “destination” for the community and consumers. The existing Town Center Shopping Center situated on the development parcel is underutilized and contains several vacant storefronts. Kensington’s goal is to a provide a high quality redevelopment of the shopping center that will bene t the Village and the residents by creating job opportunities, serve further development of adjacent areas, strengthen the commercial sector of the Village and enhance the tax base of the Village. The program for this redevelopment includes a retail anchor grocery store, restaurant dining options as well as a mixed-use offering. In addition to the retail center, the redevelopment includes multifamily apartments and space for a public park. North of Old Checker Road, the existing multi-tenant building and Bowlero will continue to provide retail and entertainment options and will bene t from the new traffic to the development. The opportunity to create a multi-use hub is seen as a vehicle to drive traffic both during the daytime and evenings. We imagine this to be a place where residents and guests ock to shop and be entertained and we feel the proposed program addresses the communities’ priorities outlined in both the Lake Cook Corridor Market Study and Plan along as well as the Village’s Comprehensive Plan.

PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

Vision Our proposed vision for the redevelopment is to create a one of a kind, eye catching retail mixed use center which will create interest and compliment the surrounding developments. Our goal is to make a new statement along the Lake Cook Corridor by utilizing architectural features that will announce the property from the adjacent roadways while dining plazas and green spaces will attract patrons to the property. Bene ting from the high-end mid-rise apartments, the project will convey a sense of density unlike most along the thoroughfare. The core of the project will be the park at is center which is anked on the north, south and west sides by future dining and retail options. Outdoor seating areas, lush landscaping and inviting destinations will be used to create much needed ambiance. The concept for the architectural design blends a pallet of materials including masonry, concrete, wood, steel, glass and metal panels. The key to the success of the design lies in its composition – juxtaposing materials against one another to create dynamic storefront and building facades.

PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

Challenges -

Creating a functional plan with the site con guration Lack of depth at certain areas of the site Designing around Burger King and Boston Market Phasing of development Keeping portions of the center in operation during construction Underground utility recon gurations Existing tenant relocations

PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

Relationship with B5 Zoning The Clove redevelopment is requesting to retain the B-5 Zoning classi cation, as the project aligns with the B-5 Zoning’s intent of creating a unique, mixed-use environment. More speci cally, the Clove will oﬀer a physically and visually attractive redevelopment with logical ow, multi-purpose uses, ease of accessibility to vehicular traﬃc and pedestrian walkability alike, with overall synergy to the surrounding areas and greater area. The site design, buildings, signs, landscaping, parking areas, exterior furnishings, and building ourishes observable by the public will promote an overall desirable visual experience with smooth transitioning between adjoining parcels. Throughout the planning process we carefully considered the scale of proposed buildings versus the existing surrounding structures, improving stormwater and utility infrastructure impact, harmonious ow of landscaping, friendly pedestrian movement, and continuity of design. Natural landscape and hardscape elements are planned to contribute to the beauty of the development, provide natural screening barriers to less attractive areas, and serve utilitarian purposes such as for drainage and berm support. The development will contain residential, retail, dining, services, entertainment, and community programming. The residential building will contain plentiful amenities and conveniences served by a parking garage and ground oor retail. The commercial tenants include a national grocer as the primary anchor, several quick serve restaurants, existing entertainment venue Bowlero, plus additional existing and future restaurants and retailers. The central park will provide community programming and other civic events important to the town center providing a new publicly accessible gathering space.

PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

VI. DEVELOPMENT TEAM BACKGROUND

PUD SUBMITTAL

DEVELOPMENT TEAM BACKGROUD THE CLOVE BUFFALO GROVE, IL

PUD SUBMITTAL

DEVELOPMENT TEAM BACKGROUND THE CLOVE BUFFALO GROVE, IL

PUD SUBMITTAL

DEVELOPMENT TEAM BACKGROUND THE CLOVE BUFFALO GROVE, IL

We love to build things. As a full-service real estate rm, UrbanStreet engages in real estate investment, development, property management and general contracting activities. We are nimble and relationship based, with particular expertise in the design and construction of multifamily residential communities, commercial and retail properties and land development. Based in Chicago, we have been involved in projects throughout Chicagoland and across the Midwest for over 25 years. Founded in 1996, UrbanStreet is led by executives with several decades of real estate experience.

PUD SUBMITTAL

DEVELOPMENT TEAM BACKGROUND THE CLOVE BUFFALO GROVE, IL

PUD SUBMITTAL

DEVELOPMENT TEAM BACKGROUD THE CLOVE BUFFALO GROVE, IL

PUD SUBMITTAL

DEVELOPMENT TEAM BACKGROUND THE CLOVE BUFFALO GROVE, IL

PUD SUBMITTAL

DEVELOPMENT TEAM BACKGROUND THE CLOVE BUFFALO GROVE, IL

PUD SUBMITTAL

DEVELOPMENT TEAM BACKGROUND THE CLOVE BUFFALO GROVE, IL

V. PUD APPLICATION AND SUBMITTAL A. Overall Rendered Plan

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

V. PUD APPLICATION AND SUBMITTAL B. Project Summary

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

PROJECT SUMMARY Lot Area – 22.17 Acres New Retail – 60,804 SF (Includes 4,500 SF for Lot 10) Existing Retail / Oﬃce to Remain – 34,092 SF Mixed Use Building • •

Residential Units – 297 Retail / Restaurant - 16,200

Parking • •

Surface Parking - 837 Garage Parking Stalls – 558

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

V. PUD APPLICATION AND SUBMITTAL C. Development Schedule

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

Task Nam e

Durat io n

St art

Finish Qtr 3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35

Preconstruction Develop Submittal Package Entitlement Start Entitlements (PUD - Site Plan Approvals) Design Documents Demolition Permit Building Permit Bidding and Contract Award Structural Steel Procurement MEP Material Procurement Closing Existing Lease Termination Tenant Relocates Demolition Mobilization Existing Utility Cut-offs Building Demolition Selective Site Demolition Sitework Mobilization Mass Grading Site Utilities Curbs and Pavement Landscaping Retail Sitework Substantial Completion Mixed Use Sitework Substantial Completion Building Construction Grocer Core and Shell Restaurant Outlot Mixed Use Building & Parking Garage Multi Tenant Outlot Grocer Tenant Work Tenant Improvements Tenant Operations Set Up Grocer Anticipated Opening

279 days? 40 days 1 day 80 days 60 days 10 days 20 days 20 days 100 days 80 days 1 day? 1 day 15 days 86 days 15 days 5 days 50 days 40 days 520 days? 10 days 30 days 60 days 40 days 40 days 1 day? 1 day? 500 days 150 days 120 days 480 days 180 days 190 days 140 days 50 days 0 days

Mon 10/18/21 Mon 10/18/21 Mon 12/13/21 Tue 12/28/21 Fri 3/4/22 Fri 5/27/22 Fri 5/27/22 Fri 5/27/22 Fri 6/24/22 Fri 6/24/22 Fri 7/15/22 Mon 7/18/22 Tue 7/19/22 Mon 7/11/22 Mon 7/11/22 Tue 8/9/22 Tue 8/16/22 Tue 9/13/22 Tue 8/30/22 Tue 8/30/22 Tue 9/13/22 Tue 9/20/22 Tue 5/9/23 Tue 6/27/23 Tue 8/22/23 Mon 8/26/24 Tue 9/27/22 Tue 9/27/22 Tue 11/15/22 Tue 10/25/22 Tue 10/25/22 Tue 4/25/23 Tue 4/25/23 Tue 11/7/23 Mon 1/15/24

Thu 11/10/22 Fri 12/10/21 Mon 12/13/21 Mon 4/18/22 Thu 5/26/22 Thu 6/9/22 Thu 6/23/22 Thu 6/23/22 Thu 11/10/22 Thu 10/13/22 Fri 7/15/22 Mon 7/18/22 Mon 8/8/22 Mon 11/7/22 Fri 7/29/22 Mon 8/15/22 Mon 10/24/22 Mon 11/7/22 Mon 8/26/24 Mon 9/12/22 Mon 10/24/22 Mon 12/12/22 Mon 7/3/23 Mon 8/21/23 Tue 8/22/23 Mon 8/26/24 Mon 8/26/24 Mon 4/24/23 Mon 5/1/23 Mon 8/26/24 Mon 7/3/23 Mon 1/15/24 Mon 11/6/23 Mon 1/15/24 Mon 1/15/24

Qtr 4

2022 Qtr 1

Qtr 2

Qtr 3

Qtr 4

2023 Qtr 1

Qtr 2

Qtr 3

Qtr 4

2024 Qtr 1

Qtr 2

Qtr 3

Qtr 4

12/13

7/18

8/22 8/26

1/15

THE CLOVE REDEVELOPMENT SCHEDULE 3.7.21 CONCEPTUAL

V. PUD APPLICATION AND SUBMITTAL D. Final Plat of Subdivision

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

V. PUD APPLICATION AND SUBMITTAL E. Response to Standards

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

B-5 Response to Standards 1. Effect on community—That the proposed planned unit development will not be signi cantly or materially detrimental to or endanger the public health, safety or general welfare of the community. This shall include consideration of the impact of the development upon physical development, tax base, and economic well-being of the Village; and Response: The planned unit development will not be materially detrimental and in fact it will bring exciting new retail users and a large residential mixed-use development which will breathe new life into an area of the Village that is being underutilized. New consumer traffic will be drawn to the development which will increase the tax base and bene t the economic well-being of the Village. The redevelopment will include a new park and a substantial amount of pedestrian walkways that will encourage public health, safety and welfare of the community. 2. Effect on neighborhood—That the proposed planned unit development will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted nor will it diminish or impair property values within the neighborhood; and Response: The site was always zoned B-5 Town Center Planned District, however, it was never fully developed to the full extent that this unique zoning allows. The planned unit development will include a mixed of retail, residential and will compliment the existing entertainment user to create a true interactive town center environment. The redevelopment will not be injurious to the use and enjoyment of other property in the vicinity since it will bring to fruition the true concept of the town center zoning and the rst class nature of the design will only increase the property values within the neighborhood. 3. Effect on development of surrounding property—That the proposed planned unit development will not impede the normal and orderly development and improvement of surrounding property; and Response: The planned unit development will encourage development and improvement of the surrounding property with the new consumer interest that will be generated by the rst- class retail and mixed-use town center development.

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

B-5 Response to Standards (Cont’d) 4. Adequacy of utilities and facilities—That the applicant has demonstrated that adequate sewer and water, access roads, drainage and other necessary facilities are present or will be provided; and Response: Preliminary engineering has been performed to con rm adequate sewer and water facilities service the site. The site is unique in that it is serviced by ve diﬀerent access points which creates a substantial amount of entry and exit points throughout the site. The hard surface area of the development will actually be decreased from what currently exists and the existing detention ponds are adequately sized to handle the proposed runoﬀ according to our preliminary engineering studies.

5. Adequacy of ingress and egress—That the applicant has demonstrated that adequate means of ingress and egress designed to handle the traffic contemplated are present or will be provided; and Response: The site is unique in that it is serviced by ve different access points which creates a substantial amount of entry and exit points throughout the site. A Traffic Study by KLOA has been performed and submitted to the city to demonstrate the center will have adequate means of ingress and egress. 6. Conformity to regulations—That the proposed planned unit development meets all the regulations of this Title. Response: Other than the requested variations the planned unit development meets all regulations of the B-5 Town Center Planned District.

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

Signs Standards The Planning & Zoning Commission is authorized to make a recommendation to the Village Board based on the following criteria: A. Except for Prohibited signs (Chapter 14.32), the Village Planning & Zoning Commission may recommend approval or dis approval of a variance from the provisions or requirements of this Title subject to the following: 1. The literal interpretation and strict application of the provisions and requirements of this Title would cause undue and unnecessary hardships to the sign user because of unique or unusual conditions pertaining to the speci c building, parcel or property in question; and RESPONSE: The length of the property along with multiple access points make it challenging for the consumers to be drawn to the various entries to the property. Although the monument signs do not have enough panels for every tenant of the development, we feel they include a minimum number of panels needed for the tenants that will require panels and are sized appropriately. Having smaller monument signs would negatively impact future retailers’ visibility and in turn sales revenue. The wall signs are sized appropriately for the typical sign packages of rst in class retailers that will locate at the development. Decreasing the size and number of the wall signs will impact the retailer’s visibility and sales revenue. The retailers have minimum sign standards which we must comply with and the signage package is designed accordingly. 2. The granting of the requested variance would not be materially detrimental to the property owners in the vicinity; and RESPONSE: The monument signs are constructed of premium materials and all lettering on the sign panels will all be white backlit materials to have consistency. The quality materials and tasteful design will not be materially detrimental to the property owners in the vicinity. The wall signs in the development will have identity speci c to the retailers but will be done in a tasteful design that compliments the development.

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

Signs Standards (Cont’d) The Planning & Zoning Commission is authorized to make a recommendation to the Village Board based on the following criteria: 3. The unusual conditions applying to the speci c property do not apply generally to other properties in the Village; and RESPONSE: It is unusual for a development to be the length of The Clove with the multiple access points on 3 sides of the property. It is imperative that there is signage that announces the retailers from the multiple access points to avoid confusion on how to enter the development. 4. The granting of the variance will not be contrary to the purpose of this Title pursuant to Section 14.04.020 RESPONSE: The prosed signs will be done in a tasteful manner while being legible, readable, visible and re spectful. The proposed signage will also allow the tenants to announce their locations within the large development. B. Where there is insuﬃcient evidence, in the opinion of the Planning & Zoning Commission, to support a nding under subsec tion (A), but some hardship does exist, the Planning & Zoning Commission may consider the requirement ful lled if: 1. The proposed signage is of particularly good design and in particularly good taste; and RESPONSE: The prosed signs will be done in a tasteful manner while being legible, readable, visible and respect ful. 2. The entire site has been or will be particularly well landscaped. RESPONSE: The existing landscaping which has not been maintained will be replaced and the monument signage will have ground level landscaping surrounding the signs.

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

VI. DEVELOPMENT PLANS-RETAIL A. Site Plan

PUD SUBMITTAL

DEVELOPMENT PLANS-RETAIL THE CLOVE BUFFALO GROVE, IL

MATCHLINE SEE THIS SHEET FOR CONTINUATION Area to be modi ed with proposed commercial outlot development. Parking and building set-back distance from lot line to be greater than or equal to outlot 6 directly south of Old Checker Rd.

MATCHLINE SEE THIS SHEET FOR CONTINUATION

N:\2020\20360\Drawings\ACAD\LD\S03\Sheet Drawings\C3.0 OvSite20360 S03.dwg 2/21/2022

PUD SUBMITTAL

FUTURE COMMERCIAL OUTLOT WITH DRIVE THRU THE CLOVE BUFFALO GROVE, IL

VI. DEVELOPMENT PLANS-RETAIL B. Preliminary Engineering

PUD SUBMITTAL

DEVELOPMENT PLANS-RETAIL THE CLOVE BUFFALO GROVE, IL

VI. DEVELOPMENT PLANS-RETAIL C. Landscape Plan

PUD SUBMITTAL

DEVELOPMENT PLANS-RETAIL THE CLOVE BUFFALO GROVE, IL

Conceptual design. Park programming and construction is by the Village of Buﬀalo Grove.

Area to be modi ed with proposed commercial outlot development. Parking and building set-back distance from lot line to be greater than or equal to outlot 6 directly south of Old Checker Rd.

VI. DEVELOPMENT PLANS RETAIL D. Architectural Renderings

PUD SUBMITTAL

DEVELOPMENT PLANS RETAIL THE CLOVE BUFFALO GROVE, IL

0. 0

2. 6

2. 9

3. 4

3 .7

3. 4

3. 1

2 .6

2. 7

3. 1

3.6

3 .9

3. 9

3 .7

3. 0

2. 5

2 .2

2. 5

2. 9

3 .4

3 .6

3. 4

2.8

2 .3

2. 3

2. 5

2 .2

1 .7

1. 4

1 .3

1. 3

1. 6

1 .8

1 .7

1. 5

1 .2

1. 1

1. 3

1.0

0 .8

0. 9

1 .0

1. 3

1. 4

1 .3

1. 3

2. 5

1. 0

2 .9

0 .8

0 .0

0. 0

0 .0

0. 0

0.0

0 .0

0. 0

0 .0

0. 1

0 .1

0 .0

0. 0

0 .1

0. 1

0 .1

0. 1

0.1

3. 1

4. 8

4 .3

2. 5

3 .4

4. 0

4. 3

4 .5

4. 5

4 .6

4 .9

4. 9

4. 4

3 .5

2 .7

2. 3

2 .1

2. 0

2 .0

2. 1

2. 4

2 .9

3 .6

5. 5

7.0

5 .8

3. 7

2 .8

2 .9

4. 0

6.6

8 .3

5 .8

3. 7

3 .5

4. 7

6. 1

5 .2

4. 0

3 .8

4. 6

3 .9

3. 3

3 .4

4 .1

4. 7

4. 4

3 .6

2 .7

2. 4

2 .4

2. 4

2 .4

2. 7

3. 5

4 .8

6. 3

7. 5

7.9

6 .3

4. 4

3 .7

4. 3

5.4

5 .7

4 .5

3. 4

3 .1

3. 3

3. 5

3 .7

4. 9

3 .0

2 .6

3. 1

3. 3

3 .1

2 .7

2. 7

2 .9

3. 1

3. 0

3 .1

3. 5

4. 5

5 .4

6 .0

5. 8

5.5

4 .8

4. 0

3 .6

3. 7

3. 9

4 .0

3 .4

3. 0

2 .8

2. 8

2. 7

3 .3

5. 6

4.0

0 .7

0 .6

0. 6

0.6

0 .7

0 .9

1. 4

0 .7

0. 8

0.9

0 .8

0. 8

0 .1

0. 1

0 .1

0. 1

0 .1

0. 1

0.1

0 .1

0. 1

0 .1

0. 1

5 .1

5. 1

4. 7

4 .3

4 .0

3. 5

3 .0

2. 6

2. 4

2 .3

3 .9

4 .7

6. 0

6 .5

5. 7

4. 9

4 .7

3 .4

3 .8

4. 8

5 .7

6 .3

6. 6

5 .6

4 .1

3. 6

3. 5

7 .5

7 .2

6. 0

5 .3

4 .7

4. 1

5 .8

6 .3

2 .8

3 .8

4. 5

4 .8

6 .8

6. 1

3.9

0 .1

0. 1

2. 6

3.1

3 .7

4 .1

3. 8

4. 7

4.6

4 .4

4. 3

4. 1

3 .8

3 .3

2. 7

2 .4

2. 6

3. 0

3 .3

3. 3

2. 4

2.6

2 .9

3. 4

3. 2

2 .0

VI. DEVELOPMENT PLANS RETAIL E. Explain Future Phase II

PUD SUBMITTAL

DEVELOPMENT PLANS RETAIL THE CLOVE BUFFALO GROVE, IL

Explain Future Phase II Phase II of The Clove will include the redevelopment of the existing two-story multi-tenant building located north of Old Checker Road and may also include the development of an additional outlot located north of Old Checker Road. The existing shopping center currently has several tenants with lease terms that extend beyond the land purchase date. The Developer has been able to negotiate relocation agreements with some of the more desirable tenants to remain in the existing building on Phase II. Within ve years of the completion of demolition on Phase I of the development, the Developer must complete the redevelopment of the Phase II multi-tenant building in a manner reasonable acceptable to the Village. This redevelopment is contingent upon the Village providing an incentive package to help the Developer defray any costs in excess of $500,000.

PUD SUBMITTAL

DEVELOPMENT PLANS RETAIL THE CLOVE BUFFALO GROVE, IL

VI. DEVELOPMENT PLANS RETAIL F. Photometrics

PUD SUBMITTAL

DEVELOPMENT PLANS RETAIL THE CLOVE BUFFALO GROVE, IL

1.3

1.6

2.0

2.4

2.5

2.4

4.0 16L3.7 3M MH: 30

1.0

1.5

1.7

1.8

2.0

2.5

3.3

4.0

1.8

2.1

2.2

2.3

2.5

3.1

3.8

4.3

2.3

2.4

2.5

2.7

2.9

3.3

3.9

4.3

4.1

2.6

2.8

3.0

3.4

4.0

4.6

4.7

4.3

4. 5

3.9

2.9

3.5

2 .3

3. 2

4. 0

4 .4

4 .5

4. 6

5.0

5 .4

5 .7

3 .4

3 .1

3. 0

3.0

2.3

2.7

2.9

2.5

3.0

3.4

2.7

3.2

3.5

0.1

0.2

0.4

1.0

2.5

2.2

2.4

2.2

3M 16L BLS 3.5 3.3 MH: 30

3.1

2.9

2.8

3.0

3.3

3.6

3.9

3.3

3.2

3.3

3.2

3.3

3.6

3.9

4.0

3.7

3.5

3.8 BLS 3.5 3M 16L MH: 30 3.9

3.6

3.1

3.2

3.0

2.9

2.8

2.6

2.4

LOT 8

2.4

2.3

2.5

2.8

3.0

2.9

2.7

2.5

2.2

2.3

2.5

2.9

3.0

2.7

2.6

2.7

2.8

2.5

1.8

2.4

2.8

3.1

2.5

2.6

2.7

2.9

3.0

2.3

2.1

2.3

2.4

2.6

3M 16L BLS2.3 2.7 2.6 MH: 30

2.1

2.0

1.8

1.6

1.8

2.1

1.9

1.6

1.4

1.1

1.4

1.7

1.3

1.2

1.4

1.5

1.4

1.1

1.0

1.1

1.2

0.8

0.7

0.6

0.5

0.6

0.7

0.9

0.8

0.6

0.5

1.1

3M 16L 1BLS .9 MH: 30 0.8

3M 16L BLS 2.2 2.1 MH: 30 0.9

0.9

4.1

3 .3

5. 0

0.2

4.4

4.2

3.5

2.6

2.1

2.0

2.3

1.9

1.8

2.0

2.2

2.3

2.5

3.1

4.1

5.3

5.9

3M 16L 16L 3M MH: 30 30 MH: 5.8

4.8

3.3

2 .1

1.4

1.1

0.8

0.6

0.4

0.3

0.2

5.9

5.5

4.3

3.2

2.6

2.5

2.8

2.5

2.4

2.6

2.8

3.0

3.2

3.6

4.2

4.5

4.2

3.5

2.4

1 .7

1.2

1.0

0.8

0.6

0.4

0.3

0.2

3.8

3.1

2.8

2.9

3.1

3.0

3.2

3.1

3.2

3.1

3.2

3.4

3.2

2.8

2.1

1 .6

1.3

1.1

0.9

0.7

0.5

0.3

0.2

3.1

2.8

2.9

3.8

3.7

3.6

3.4

3.3

3.5

3.7

3.8

3.4

2.8

2 .1

1.7

1.4

1.1

0.8

0.6

0.4

3.8

3.9

4.0

3.9

3.8

4.1

4.4

4.9

5.0

3 .5

2.5

1.9

1.5

1.2

0.9

0.6

0.4

0.3

4.14. 1

2.7 4.1

4.0

4.2

4.0

4.2

4.5

4.7

4.1

3.2

2.3

1.7

1.4

1.2

0.9

0.7

0.5

0.3

0.2

3.9

5.3

2 .1

4.8 2. 8

3.0

2. 6

3.7

3.5

2 .1

2 .7

2. 4

2 .0

2 .5 2.9

2. 5

2 .3

3.0

2. 5

3.0

3.1

WM 7L MH: 30

3. 4

2 .1

3.5 2. 8

3M 16L 3M 16L MH: 30 MH: 4.8 30

5.1

2.9

3.2

2. 5

2.3

2.7

4 .0

3. 5

2.9

4 .2

3. 6

3.2

3. 2

3.3

4 .0

3. 1

3.8

3 .6

3. 2

3. 0

3. 3

3. 2

3.1

3.42. 8

3 .7 3.8

3.2

3.0

3.2

3.5

3 .0

3.5

3. 5

3.5

3 .6

4.3

4.4

1.6

4. 3

4.0

2 .9

4 .9

2.8

3. 1

3 .7

3.5

3. 0

2.8

3. 7

3 .7

3.9

2. 9

4. 7

3. 3

3 .9

4M 16L 2. 9 303. 2 4.42 .9 MH: 4.2 4.1

3 .8

3.6 3. 8

3.8

4. 1

2.7

4M 16L 4.0 MH: 30

3M 16L 4.4 MH: 30

4.2

4.4

4.3

4.1

4.3

4.1

3.7

3.5

3.7

0.5

0.3

0.2

4.2

3.9

4.2

4.1

4.2

3.9

3.5

3.2

2.9

3.0

2.9

0.5

0.3

0.2

3.7

3.5

3.6

3.8

3.9

3.8

3.4

3.1

3.0

2.8

2.6

2.7

3.1

3.3

0.5

0.3

0.2

WM 7L 2.6 MH: 30

3.2

3.1

3.2

3.4

3.8

3.6

3.2

3.0

2.9

2.8

2.6

2.7

3.4

3.8

0.6

0.4

1.7

2.8

2.9

3.1

3.5

3.4

2.8

2.7

2.6

2.3

2.6

3.4

3.9

3.0

3.1

3.2

3.0

2.7

2.4

2.3

2.2

2.1

2.3

3.0

3.7

3.0

3.1

2.8

2.6

2.4

2.1

2.0

1.9

2.1

2.6

3.1

2.2

4M 3.1 16L MH: 30

2.9

2.5

2.0

1.2

1.7

2.6

2.2

1.8

1.0

1.6

3.5

3.2

2.8

2.4

2.0

1.5

0.8

3.0

3.1

3.2

2.9

2.6

2.5

2.4

2.1

1.9

2.1

2.5

3.0

3.7

3.6

3.2

2.6

2.2

1.7

1.1

0.6

2.9

3.1

2.9

2.6

2.4

2.3

2.2

2.1

2.0

2.1

2.4

3.0

3.6

4.0

3.6

3.5

3.1

2.5

2.0

1.4

0.8

0.4

2.9

3.1

2.7

2.3

2.2

2.3

2.5

2.8

3.5

4.5

5.3

3.2

2.8

3.0

0.2

0.9

0.5

0.2

1.1

0.8

0.3

1.1

0.4

0.2

6,167 SF

3.6

3M5.4 16L MH: 30

0.4

4.7

0.1

0.2

1.8

1.6

0.7

0.3

3.5

2.7

2.4

2.3

2.1

2.2

2.3

2.1

1.1

0.4

3.6

2.9

2.7

1.4

0.5

3.1

2.8

3.0

2.6

2.2

2.3

2.7

3.2

3.3

3.5

4.2

5.2

5.7

5.4

4.6

2.7

2.5

2.6

2.4

2.6

2.3

2.7

2.9

2.5

2.2

2.3

2.7

3.4

4.1

3.8

4.4

5.1

5.3

5.0

4.4

3.7

3.3

3.0

2.8

2.6

2.3

2.0

1.6

1.0

0.5

0.3

0.2

2.8

3.1

2.6

2.3

2.6

3.2

4.2

5.1

4.9

4.4

4.7

5.1

5.3

5.1

4.8

4.3

3.9

3.8

3.4

3.0

2.7

2.5

1.6

0.5

0.2

3.1

2.8

2.4

2.1

1.8

1.3

0.7

0.4

0.2

0.1

3.8

2.7

2.4

2.9

3.7

5.1

6.2

5.9

5.2

5.1

5.6

5.7

5.4

5.0

4.6

4.2

4.0

3.6

3.1

2.6

2.3

1.5

0.6

0.2

3M 16L BLS MH: 30 2.9 2.6

2.2

1.9

1.5

0.9

0.5

0.3

0.2

0.1

5.6

4.9

3.0

2.6

3.1

4.2

5.6

6.7

6.2

5.6

5.2

5.9

6.5

6.0

5.5

5.1

4.7

4.5

4.0

3.3

2.7

2.2

1.5

0.6

0.2

7.0

6.7

5.8

5.1

4.9

4.7

4.2 4M 16L3.6 MH: 30

2.7

2.1

1.4

0.6

0.2

3M16L 16L 4M 6.9 6.9 MH:3030 MH:

5.8

5.0

4.8

4.6

4.2

3.7

2.6

1.8

1.2

0.6

0.2

8. 3

6 .8

7 .3

7. 5

5 .8

4 .9

5. 3

5.8

5 .6

5 .3

4. 8

4 .1

3. 5

3. 4

3 .6

3. 9

WM 7L MH: 30

LOT 6

2 .5

WM 7L 5.1 4.7 MH: 15

3.0

2.7

3.3

4.2

5.6

6.5

6.0

5.4

5.6

6.3

0.2

0.1

3.0

3.4

2.7

3.2

4.1

5.3

6.0

5.6

5.2

5.4

5.9

6.3

2.3

2.5

2.4

2.2

2.0

1.7

1.3

0.8

0.5

0.4

0.3

0.2

0.1

1.6

2.5

2.7

3.3

4.3

5.3

5.8

5.5

5.3

5.7

6.0

6.1

6.4

6.3

5.4

4.9

4.7

4.2

4.0

3.8

2.8

1.6

1.0

0.5

0.2

2.1

2.4

2.5

2.3

2.1

1.7

1.3

0.9

0.6

0.5

0.4

0.3

1.3

2.1

2.4

2.8

3.6

4.6

5.5

5.4

5.2

5.4

5.8

5.7

5.3

5.5

5.6

5.1

4.8

4.4

4.0

4.1

4.0

3.0

1.5

0.8

0.4

0.2

0.1

2.4

2.7

2.8

2.5

2.2

1.8

1.4

1.1

1.0

0.9

0.8

0.7

0.5

2.2

2.4

2.7

3.2

4.0

5.2

5.8

5.3

4.9

5.1

5.4

5.1

4.8

4.6

4.4

4.0

3.7

3.8

3.7

2.9

1.5

0.7

0.4

5 .4

4 .5

3. 7

3 .8

4. 4

5. 2

5 .3

4. 8

0.1

16L 3M4M 16L MH: MH: 3030

3M 16L BLS MH: 30 1.5 0.5

0.2

5. 4

0.1

7. 8

0.3

5. 0

0.2

4 .7

0.5

4 .7

0.2

4.2

0.9

4 .9

0.4

5. 8

1.4

4. 8

0.7

0.2 7 .3

1.7

4 .7

1.2

0.4 6. 0

2.0

4. 7

1.6

0.8 3. 9

2.3

4. 6

1.9

3 .0

2.5

4 .9

2.2

1.4 2. 8

2.4

4 .9

2.6

2.0 3 .5

0.3

PROPOSED PARKING DECK

0.2

0.7

2.8

2 .1

0.6

WM 7L 3.1 MH: 30

PROPOSED RETAIL

3M 16L MH: 30

2.9

3. 1

1.1

0.3

4.5

WM 7L 3.2 MH: 30

3.0

1.8

0.2

2.5

3.4

2.3

0.2

2.4

3.5

3. 2

3.9

2.3

2.9

3. 3

3.5

2 .9

1.6

2.2

3. 9

4. 8

4.1

3 .6

3. 7

3. 9

3 .7

4.3

2.7

1.0

0.7

6. 2

5.6

2.7

1.2

1.5

7.7

3.0

1.5

5 .8

7.4

3.3

1.4

2.1 3. 9

1.0

6.3

3.5

3M 3.0 16L 2.9BLS2.6 MH: 30

2.6 3. 4

1.9

4.8

3.5

1.3

2.3

3.6

3.3

1.5

3 .9

2.7

WM 7L MH: 30

2.7

3.1

0.3

1.1

2.3

3.1

0.4

1.3

2.2

3.2

0 .6

1.6

2.2

3.5

0.9

1.7

2.2

3.7

1.1

1.8

2.2

3.7

1.5

2.2

2.5

3.7

2.1

2.4

3.2

3.6

3.2

2.6

3.8

3.4

4.4

2.8

4.1

3.2

5.2

3.1

3.6

3.3

5.2

3.4

2.9

3.5

4.4

1.7 WM 7L MH: 30

2.8

3.6

3.2

1.9

3.3

3.5

2.3

3.3

3.8

3.2

1.8

1.9

3.8

2.7

1.7

3.1

3.2

3.216L 2.3 3M MH: 30

1.6

3.0

7.0

3.8

1.5

2.0

5.6

3.5

1.3

2.2

3.6

2.8

1.2

3.1

1.1

2.5

1.2

2.4

2.8

2.6

1.4

3.1

1.3

2.8

1.7

2.9

2.3

2.9

1.8

2.3

1.3

2.7

1.6

2.0

2.5

1.5

2.6

1.9

2.3

1.8

2.0

1.3

2.3

2.2

2.4

1.9

2.4

2.6

2.2

1.4

2.6

2.5

1.4

2.7

2.4

2.7

1.9

2.8

0.2

2.6

1.5

2.7

0.4

2.6

1.9

2.5

0.5

2.6

1.7

2.6

2.82 .7

0.8

2.3

2.0

2.9

2.7

2.8

1.0

2.6

2.0

3.2

2. 5

2 .7

1.2

2.4

2.3

3.4

2 .4 2.8

2.6

1.6

2.0

2.4

3.4

2.5

2.1

2.5

2.8

3.3

2. 3

2.8

3. 0

3.0 3 .0

3.1

2.1

2.9

3.4

2.62. 5

2 .3

2 .9

3.1

2.6

3.4

3.6

2. 5

2.6

3 .2

2.7

2.5

3.2

3.7

2 .5

2.5

3 .3

2.6

3 .7

2.0

2.7

3.9

3.8

2. 6 2.4

2.6

2. 3

3.9

4 .2

0.2

1.6

2.7

3.3

3.8

3 .8 2.5

2.6

2. 5

4.2

3.1 2.9

2.5

2 .6

3.0

3.1

0.3

1.3

2.8

3.9

3.7

2. 3

2. 9

2.3

0.4

1.3

2.7

3.2

3.7

2 .2

2.4

3 .1

2.6

2. 5

4.0

2.6

0.6

1.2

2.9

3.6

6 .6

2.5

2. 5

2.5

3. 7

0.8

1.1

2.7

2.9

3.4

2.5

3 .6

2. 8

2.6 2. 3

2.0

4 .1

1.0

2.8

3.4

3.3

2.8

5 .8

2 .2

2.6

4. 2

1.1

0.9

2.7

3.4

5. 2

2. 3

2.4

2.6

1.4

0.9

2.9

3.3

3.6

3.0

3.4

3 .2

2. 4

2.6

2.0

2.4

1.7

1.1

2.7

2.6

3.7

3.3

4. 6

2 .2

2.7

2.1

1.9

1.3

3.1

3.2

3.6

3.4

4.0

4 .8

3. 5

2.6

1.8

1.4

2.8

3.0

3.2

3.3

4.5

3M 16L MH: 30

2. 3

2.5

2.0

1.7

1.3

3.0

2.7

2.9 BLS 2.8 3M 16L MH: 30

3.1

4.6

3 .1

3.0

2.3

2 .8

1.7

1.4

1.2

3.0

3 .1

2.7

3. 5

0.1

3.0

4.2

2. 5

1.6

1.2

1.3

3.4

3.0

0.1

2.9

3.6

2.7

1.6

1.1

1.5

3.2

5. 8

3.2

2.7

3.0

1.7

1.1

1.6

3.6

3M 16L BLS MH: 30

2. 8

7 .8

2.9

3.0

2.6

3.2

1.8

0.4

1.0

1.6

3.1

3M 16L BLS 3.6 3.2 MH: 30

4. 9

3.0

2.9

3.1

5 .1

3.6 4. 0

3.1

1.9

3 .0

3.5 5. 2

3M 16L BLS MH:3.330 3.3

4 .5

2.1

0.5

0.8

1.6

3M 16L MH: 3.0 30 3.2

2.8

3.1

4.5

2.9

6.1

6.0

4.8

3.7

3.6

4.3

5.4

6.0

1.6

1.3

1.2

1.3

1.6

1.9

2.7

5.3

3.9

2.8

3.8

4.6

4.8

6.7

5.9

3.8

3.3

3.8

4.7

1.3

1.0

0.8

0.7

1.1

1.9

2.3

3.5

3.1

3.4

1.2

0.9

0.6

0.5

0.6

1.1

3.1

4.9

3.5

4.3

3.4

3.1

0.5

0.4

0.3

0.4

1.2

4.5

8.7

2.2

3.6

3.3

3.2

0.3

0.2

0.3

1.2

4.3

8.3

2.3

4.3

3.7

0.1

0.2

0.7

3.4

6.2

4.3

0.1

0.2

0.1

0.0

0.06. 1

0.0 5 .5

2.0

1.5

1.0

0.8

3.6

3.5

3.4

2.4

2.3

2.2

1.2

2.4

2.5

3.5

2.3

2.2

0.8

2.0

1.5

3.5

2.4

1.6

0.6

2.0

3.1

3.4

1.3

0.5

6.5

2.8

WM 7L MH: 15 5.8

6.0

1.9

3.4

1.0

0.4

6.4

4.6

1.6

3.2

0.9

0.4

5.8

3.7

2.0

3M 16L BLS MH:2.5 30 2.5

0.8

0.4

4.5

3.4

2.4

3.1

0.7

0.4

3.6

3.7

3.0

2.2

0.7

0.5

3.1

4.1

3.5

2.7

0.8

0.5

3.1

4.5

3.9

1.7

0.9

4.6

3.5

5.3

1.9

4.7

3M 16L BLS MH: 30

WM 7L MH: 6.4 155.0

6.9

2.1

4.4

6.5

2.4

3.8

3 .4

7.5

2.8

3.4

3. 2

5.8

3.4

3.2

3 .3

3.6

4.2

3.0

4.0 WM 7L MH: 15

3 .5

2.2

5.0

2.8

1.9

4. 4

4.6

3.6

2.4

1.6

5. 5

5.4

3.5

2.2

1.3

5 .5

4.4

2.9

2.2

1.1

5 .1

3.9

2.8

4.6

5. 2

2.6

3.1

3.5

5 .3

2.5

4.0

2.8

5. 7

1.4

6.0

2.6

6. 6

2.6

5.1

2.6

7 .4

WM 7L 6.6 MH: 154.5

3.0

2.5

1.1

6. 7

2.3

2.4

1.3

5 .5

2.5

2.6

2.3

4 .7

3.5

3.0

1.7

2.6

5.7 WM 7L MH: 15

3M 16L 5.5MH:5.30 9

1.7

3 .4

0.1

W M 7L MH: 15

W M 7L MH: 15 WM 7L 5.5 5.7 MH: 15

WM 11L MH: 15

WM 6.8 7L MH: 15

4.6

4.5

4.4

4.3

4.2

4.1

4.0

5.1

4.4

4.2

3.9

3.6

3.3

3.0

5 .2

4.5

4.0

4.5

4.6

4.3

4.0

3.7

3.3

2.9

4.3

4.8

4.4

4.1

4.3

4.4

4.3

3.8

3.2

2.7

3.4

4.3

4.8

4.4

3.9

4.0

3.9

3.7

3.5

3.1

2.5

3.7

4.6

5.1

4.4

3.8

3.7

3.3

3.0

3.1

3.0

2.6

3.4

3.9

5.0

5.8

4.9

4.0

3.4

2.8

2.6

2.9

2.5

3.6

4.1

5.3

6.2

5.4

4.2

3.2

2.6

2.5

2 .8

3 .2

3. 3

3 .0

2 .5

2. 3

2. 8

3.4

3.9

5.0

3.1

3.4

4.3

2.7

3.0

3.7

5.1

3.5

2.5

2.7

3.3

4.2

4.9

4.2

6.2

3.6

2.5

2.6

3.2

4.0

5.0

5.2

3.1

0.1

0.0 6 .8

7. 6

0.0

3.2

0.0

0.1

0.0

4 .6

0.0

7 .7

0.0

7. 3

5.0

0.0

5. 5

5.2

4 .5

4. 0

0.1

0.2

0.3

0.6

1.4

3.8

8.2

0.1

0.3

0.5

1.1

2.2

5.7

10.3

0.1

0.2

0.5

0.9

1.5

3.1

5.9

3. 7

3 .7

3. 7

3 .6

3. 8

4.1

4 .5

5. 2

6. 2

5 .9

7.5

9.7

2.2 4. 7

3.9

4.0

4. 0

3 .3

W M 7L MH: 15

WM 11L MH: 10.4 15

3M 16L 4M 16L MH: 3030 MH: 5.9 5.4

3.42. 1

0.1

4.4

4.8

4.6

1. 4

2. 2

5.1

2. 4

4.6 3 .1

3.3

2.5

2.7

3.3

4.2

5.3

5.8

3.6

3.0

2.5

2.7

3.3

4.2

5.5

6.2

6.6

4.1

3.2

2.4

2.5

3.2

3.9

5.0

5.6

0.2

0.3

0.5

0.7

1.3

0.1

0.2

0.4

0.8

2.7

6.4

4.9

0.0

0.1

0.2

0.3

0.7

1.9

3.8

2.8

0.0

0.1

0.2

0.6

1.8

3.4

0.0

0.1

0.2

0.6

1.9

5.0

6.7

0.0

0.1

0.2

0.5

2.0

6.3

9.9

0.0

0.1

0.2

0.5

1.7

5.0

6.7

0.0

0.1

0.2

0.4

1.3

3.2

3.6

2.8

0.0

0.1

0.2

0.4

1.1

2.7

3.3

0.0

0.1

0.2

0.4

1.0

2.9

6.3

0.0

0.1

0.2

0.4

1.0

3.2

8.5

0.0

0.1

0.2

0.4

0.9

2.9

6.1

0.0

0.1

0.2

0.3

0.9

2.6

4.5

0.0

0.1

0.2

0.3

0.9

2.9

6.0

0.0

0.1

0.2

0.3

0.9

3.3

8.5

0.0

0.1

0.2

0.3

0.9

3.0

7.0

5.7

0.0

0.1

0.2

0.3

0.7

2.3

4.3

3.4

0.0

0.1

0.3

0.7

1.9

3.6

3.4

3.8

3.9

3.0

2.8

3.4

4.3

5.2

4.9

4.3

0.0

0.1

0.3

0.6

1.9

4.8

6.2

4.6

4.5

3.0

2.5

2.8

3.5

4.2

4.1

3.8

4.1

0.1

0.2

0.6

1.9

5.8

9.1

6.0

5.6

3.1

2.3

2.4

2.8

3.5

3.7

3.4

3.5

0.1

0.2

0.5

1.6

4.6

7.0

WM 7L MH: 5.2 15 5.2

3.1

2.3

2.2

2.4

2.9

3.1

2.9

0.1

W M 11L MH: 15

0.0

0.1

0.0

0.1

2.4

2.8

3.5

4.4

5.1

2.4

2.2

2.6

3.2

4.1

5.0

3.8

3.2

2.4

2.3

2.6

3.3

4.1

5.1

2.9

3.2

2.5

2.4

2.9

3.5

4.4

5.5

4.2

2.7

2.5

3.0

3.8

4.9

6.0

5.9

5.2

2.9

2.6

3.1

3.9

5.1

2.9

2.6

3.0

3.8

4.8

5.8

5.4

3.5

2.8

2.6

2.9

3.6

4.7

5.8

5.3

2.1

3.3

3.0

2.7

3.0

3.7

4.9

6.1

5.4

3.0

4.9

3.5

2.9

3.3

4.1

5.3

6.3

5.7

4.3

4.0

3.1

3.6

4.5

5.8

6.9

3.7

3.1

3.6

4.6

6.1

7.3

2.4

4.0

3.4

3.0

3.4

4.4

5.9

7.3

6.6

4.4

3.6

3.5

3.0

3.3

4.2

5.6

6.9

6.3

7.1

5.1

4.3

3.1

3.2

4.1

5.6

6.9

6.4

6.3

5.1

WM6.47L MH: 15 5.2

WM 11L MH: 15

0.2

0.4

1.2

3.0

3.9

0.1

0.2

0.4

1.0

2.2

2.7

0.1

0.2

0.4

1.0

2.6

4.0

0.2

0.3

0.4

1.2

3.7

7.4

4.8

4.4

PROPOSED MIXED USE

WM 11L MH: 15

3.0

3.2

3.1

4.1

3.9

4.7

3.9

4.1

4.0

4.2

4.0

3.4

3.0

3.1

3.2

3.3

0.0

0.1

0.2

0.4

0.9

1.6

2.3

3.0

5.9

7.0

4.6

5.5

6.7

6.0

5.1

4.7

5.2

7.3

8.7

6.8

5.9

6.8

7.0

6.2

5.3

5.8

0.4

1.1

3.6

7.8

0.6

1.1

2.5

4.1

2.4

0.1

0.2

0.3

0.4

0.8

1.4

2.0

2.6

1.9

0.1

0.2

0.4

0.6

1.1

1.7

2.1

2.5

6.5

W M 11L MH: 15

7.5

3.1

WM 11L MH: 15

2.6

3.1

4.6

7.5

WM 7L MH: 8.1 15

3.5

2.8

3.0

6.0

4.7

W M 7L .3 MH: 815

3.9

5.9

7.3

WM 7L 5.8 MH: 15

4.2

4.7

7.8

5.2

6.4

7.1

6.1

5.1

4.9

6.0

4M 16L 5.1 30 5.3 MH:

5.2

5.1

4.7

4.6

4.0

3.7

4.3

0.2

3.2

2.7

2.5

2.7

2.8

2.9

2.8

1.6

0.5

0.2

2.2

3.6

2.9

2.6

2.7

2.8

2.9

2.7

1.7

0.4

0.2

3M 16L 30 2MH: .3 3.6

3.0

2.6

2.7

2.8

2.9

3.0

2.9

1.8

0.5

0.2

1.9

0.6

0.2

2.3

3.4

2.9

2.7

3.2

3.0

2.8

3.6

3.2

3.1

3.0

2.9

3.0

3.1

3.0

4.2

4.4

3.9

3.6

3.4

3.0

2.9

2.7

1.7

0.5

0.2

5.7

5.2

5.1

4.8

4.5

4.2

3.8

3.2

2.9

2.6

2.3

1.4

0.5

0.2

0.1

5.4

5.1

5.0

4.9

4.8

4.2

3.4

2.9

2.4

1.9

1.1

0.4

4.7

4.6

4.8

5.0

5.2

5.4

5.7

3.9

4.0

4.3

4.8

5.3

3.7

4.3

4.9

5.3

TO REMAIN 3M 16L 4.6 MH: 30

LOT 3

4M 5.7 16L 6.3 MH: 30 5.6

6.4

0.2

0.1

4.7

3.6

2.9

2.4

1.7

0.9

0.4

0.2

0.1

5.0

3.7

3.0

2.5

1.6

0.8

0.4

0.2

0.1

6.6

5.1

3.6

3.0

2.5

1.6

0.7

0.3

0.2

0.1

3.5

3.1

2.8

1.7

0.7

0.3

0.2

0.1

1.8

0.7

0.3

0.2

3M 16L 6.4 MH: 4.830

3.4

3.0

2.8

3.0

2.9

3.0

3.5

4.4

4.8

4.9

5.4

6.3

5.3

4.5

4.9

5.1

4.6

3.9

3.5

3.2

3.0

2.8

2.9

3.1

3.0

3.1

3.6

4.3

4.5

4.6

5.1

5.8

4.4

3.3

3.2

2.9

0.1

4.2

4.5

4.9

5.2

4.8

3.8

3.2

3.0

2.9

3.0

3.1

3.2

3.6

4.0

4.1

4.2

4.5

5.0

5.1

3.9

3.1

2.8

0.3

0.2

0.1

3.5

4.4

5.0

5.4

5.5

4.8

3.8

3.2

2.9

2.8

3.0

2.9

2.8

2.9

3.1

3.2

3.5

3.6

3.7

4.0

4.6

4.9

3.9

3.0

2.9

2.6

1.6

0.6

0.3

0.2

0.1

3.9

5.3

6.0

6.2

5.8

4.5

3.5

3.3

3.1

3.0

2.8

2.6

2.5

2.6

2.9

3.2

3.4

3.5

3.6

4.0

4.8

5.2

4.2

3.0

2.7

2.4

1.4

0.5

0.3

0.2

0.1

6.2

6.6

6.4

3.4

3.1

3.0

2.8

2.6

2.4

2.2

2.6

3.3

3.5

3.7

4.1

5.0

5.5

4.6

3.1

2.5

2.2

1.2

0.5

0.3

0.2

0.1

6.5

5.9

2.8

2.0

1.5

1.6

1.4

1.0

3.1

3.3

3.8

4.8

5.4

3M4.716L3.2 MH: 30

2.5

2.1

1.2

0.5

0.3

0.2

0.1

3M 5.516L 4.1 MH: 30 4.7

3.9

3.4

6.1

6.5

5.9

5.0

4.0

3.7

3.5

2.7

1.1

5.6

6.0

5.8

5.3

4.2

3.6

3.5

3.1

1.4

5.6

5.3

4.9

4.1

3.5

3.4

3.6

3.9

2.5

4M 16L MH: 30

7.5

5.8

4.9

5.3

6.3

5.8

5.4

4.9

4.8

5.3

5.5

5.4

5.2

5.1

4.5

3.9

3.6

3.9

4.5

4.3

3.7

3.4

4.9

5.1

4.9

4.4

4.2

4.6

4.9

5.2

5.5

5.6

5.4

4.6

4.0

4.3

4.8

5.3

5.9

5.5

4.3

4M 16L 4.8 MH: 30

6.1

2.4

4M 16L MH: 30

PROPOSED RESTAURAN T 3.0

3.3

4.1

4.8

4.3

3.1

2.5

2.1

1.2

0.5

0.3

0.2

0.1

2.2

2.7

2.8

3.3

3.9

3.7

2.8

2.5

2.3

1.4

0.6

0.3

0.2

0.1

2.3

2.5

2.4

2.8

3.2

3.1

2.7

2.6

1.6

0.7

0.4

0.3

0.2

1.9

0.8

0.4

0.3

0.2

0.5

0.3

0.2

2 .5

2.9

3.2

2.5

2.3

2.5

2.8

2.7

2.9

3.6

3.3

3 .2

3.7

4.4

3.8

2.7

2.3

2.4

2.5

2.6

2.7

3.0

4.6

3.5

3 .3

3.3

3.9

4.6

4.1

2.9

2.3

2.5

2.7

2.9

2.8

1.8

0.8

0.5

0.4

0.3

4M 16L 3M 16L 6.2 4.7 MH: MH: 30 30

3.6

3 .4

3.3

3.8

4.4

4.1

2.9

2.4

2.5

2.6

2.4

1.6

0.8

0.6

0.5

0.4

0.3

1.9

2.3

2.8

3.1

3.5

4.3

5.6

6.0

5.3

4.9

0.2

0.3

0.5

0.9

1.4

1.9

2.5

3.0

3.3

3.6

3.9

4.4

4.6

4.7

4.8

5.0

5.1

4.8

4.6

4.8

4.9

4.4

4.2

4.3

4.5

5.0

5.4

6.0

6.2

5.3

4.6

4.8

5.1

5.4

6.3

0.2

0.3

0.5

0.9

1.4

2.0

2.5

3.0

3.6

3.8

4.1

4.3

4.6

4.5

4.8

5.3

5.6

5.4

4.9

4.7

4.8

5.3

5.2

5.1

5.0

4.6

4.2

4.0

4.3

4.9

5.5

6.5

7.0

6.0

5.2

5.0

5.4

6.3

0.2

0.3

0.5

0.8

1.5

2.0

2.4

3.0

3.6

3.8

4.2

4.5

4.7

4.6

4.3

4.8

5.5

5.9

5.8

5.3

4.8

5.1

5.8

5.6

4.8

3.8

3.1

6.5 5.5 3M4M 16L 16L MH:MH: 30 30

5.0

4.9

5.2

6.0

6.1

4.6

3.7

3 .4

3.3

3.5

4.0

3.8

2.9

2.4

2.5

2.6

0.2

0.4

0.8

1.3

1.9

2.3

2.9

3.7

4.3

4.9

5.3

4.4

3.7

4.4

5.2

5.3

4.8

4.1

3.6

3.7

3.9

3.7

3.4

5.3

5.2

5.6

4.5

3.6

3.4

3.3

3.6

2.9

2.5

2.6

2.8

2.7 16L 3M MH: 30

6.9

7.4

6.7

7.4

0.2

0.3

0.6

0.9

1.4

1.8

0.1

0.2

0.3

0.5

0.7

0.9

1.1

4.9

5.7

0.1

0.2

0.3

0.4

0.6

5.3

6.3

0.1

0.2

0.4

6.1

7.3

0.1

2.7

5.7

5.5

0.1

2.7

4.8

4.7

4.6

0.2

6.6

5.7

7.4

6.6

5.8

6.7

7.5

6.6

5.7

5.9

6.0

5.3

4.8

4.4

3.9

7.2

7.7

6.6

5.6

5.5

5.4

5.0

4.7

4.4

3.9

7.9

8.1

6.8

5.6

4.9

4.5

4.4

4.0

7.9

8.1

3M4M 16L16L 8.1 6.8 5.4 MH: MH: 30 30

4.6

4.3

4.5

4.3

3M 16L 6.5 7.5 MH: 30

7.5

7.6

6.4

5.3

4.7

4.6

4.7

4.5

6.6

5.4

6.6

5.8

5.4

5.2

5.1

4.2

2.4

2.1

1.8

1.5

1.2

1.0

0.8

0.6

0.4

2.2

2.0

1.8

1.5

1.3

1.1

0.8

0.6

0.4

3.5

3.3

3.6

2.7

2.6

2.2

2.1

2.2

2.1

1.8

1.5

1.2

1.0

0.7

0.4

0.3

3.9

3.4

3.2

3.4

3.5

3.3

2.9

2.7

2.6

2.4

2.1

2.3

2.0

1.7

1.4

1.2

0.9

0.5

0.3

4.1

3.9

3.6

3.3

1.9

1.6

1.4

1.1

0.6

0.3

6.7

7.0

6.2

5.1

4.9

5.0

4.6

4.3

4.1

3.9

5.7

6.2

6.8

6.3

5.1

4.9

5.0

4.8

4.4

4.3

3.9

3.6

0.1

0.2

0.4

0.5

0.8

1.0

0.9

0.6

3.8

5.3

6.0

6.8

6.2

4.9

4.7

4.5

4.0

3.8

3.9

3.8

3.5

0.1

0.3

0.4

0.6

0.8

1.0

1.1

0.8

3.4

5.4

6.2

7.1

6.5

5.1

4.5

3.8

3.3

3.5

3.7

3.5

0.9

1.0

1.1

1.3

1.2

1.0

1.2

1.5

1.9

0.8

1.1

1.4

1.8

2.6

2.9

0.9

1.3

1.6

2.2

3.2

3.6

43,000 SF

5.2 3M6.7 16L16L 4M MH:MH: 30 30

LOT 2 3.2

3.3

3.4

3.2

2.9

2.8

2.5

2.3

2.2

2.3

3.5

3.3

3.0

2.9

3.1

3.4

3.3

3.0

2.7

2.6

2.4

2.3

2.2

2.0

1.8

1.6

1.4

0.8

0.4

3.3

2.9

2.6

2.5

2.7

3.0

3.1

2.9

2.8

2.5

2.3

2.1

1.9

2.0

1.8

1.1

0.4

0.3

3.1

2.7

2.5

2.3

2.2

2.3

2.6

3.2

3.4

3.3

3.1

2.6

2.3

2.0

1.8

2.0

2.2

1.4

0.6

0.3

3.1

2.8

2.6

2.4

2.1

2.2

2.7

3.4

3.6

3.4

3.0

2.5

2.1

1.9

1.8

1.7

2.0

2.3

2.5

1.7

0.7

0.3

4M 16L MH: 3.1 30 2.8

5.4

6.4

7.4

4.2

3.5

3.2

3.1

3.4

3.7

3.5

2.6

2.5

2.3

2.4

3.0

3.7

3.4

2.9

2.4

2.0

1.8

1.7

1.6

1.9

2.3

2.4

5.1

6.0

6.9

6.5

5.2

4.4

3.8

3.4

3.7

3.8

3.5

3.1

2.7

2.5

2.6

2.8

3.5

4.0

4.2

3.8

3.1

2.4

1.9

1.7

1.6

1.5

1.7

2.0

2.2

1.6

0.6

0.2

4.6

5.3

6.2

6.1

4.9

4.4

4.1

4.2

3.9

3.7

3.4

2.9

2.5

2.9

3.2

3.5

4.2

4.7

4.1

3.2

2.4

1.9

1.6

1.5

1.4

1.5

1.7

1.8

1.4

0.5

0.2

0.1

4.1

5.0

6.0

6.2

5.1

4.5

4.6

4.7

4.6

4.2

3.7

3.6

3.4

2.9

2.5

2.9

3.2

3.6

4.5

5.2

4.5

3.4

2.6

2.0

1.5

1.0

0.8

1.0

1.3

1.0

0.4

0.1

4.1

5.0

6.0

6.2

5.1

4.5

4.4

4.3

3.9

3.6

3.4

3.1

2.8

2.5

2.6

3.0

3.7

4.9

5.8

5.1

3.8

2.9

2.1

1.3

1.1

0.8

0.4

0.1

6.4

6.5

5.3

4.6

4.2

3.8

3.5

3.6

3.4

3.1

2.9

2.7

2.6

2.9

3.7

5.0

3.9

2.9

2.2

1.3

0.9

0.8

0.6

0.3

0.1

5.8

4.7

3.9

3.4

3.3

3.5

3.3

2.6

2.8

2.9

3.2

3.7

0.6

0.5

0.2

0.1

0.0

4.1

3.6

3.4

3.0

2.7

2.5

2.7

3.2

3.5

3.6

0.4

0.3

0.2

0.1

0.0

0.3

0.2

0.1

0.0

1.0

1.4

1.8

2.4

3.4

3.7

0.1

0.2

0.3

0.6

1.0

1.4

1.8

2.3

3.2

3.5

4.5

5.4

0.1

0.2

0.3

0.6

1.0

1.4

1.8

2.3

2.9

3.4

5.1

6.0

6.9

7.1

0.1

0.2

0.3

0.6

1.1

1.5

1.8

2.3

3.0

3.8

5.7

6.5

7.2

7.3

0.1

0.2

0.3

0.7

1.1

1.5

1.9

2.5

3.4

4.3

6.1

7.0

7.2

7.1

6.0

5.1

4.7

4.0

3.6

3.4

3.0

2.7

2.5

2.4

2.3

2.6

3.2

3.5

3.6

0.2

0.4

0.7

1.2

1.7

2.1

2.7

3.6

4.6

0.2

0.4

0.8

1.4

1.9

2.2

2.8

3.7

4.7

0.2

0.4

0.8

1.4

2.1

2.5

2.9

3.6

0.2

0.4

0.7

1.3

2.1

2.7

3.1

3.4

0.4

0.3

1.4

0.3

0.5

0.7

1.0

1.2

1.4

1.5

1.3

1.1

0.9

2.2

2.7

3.1

3.5

4.4

5.5

5.2

3.9

3.0

2.2

1.4

6.0

5.0

4.6

4.1

3.4

2.8

2.4

2.2

2.0

1 .9

1.8

1.9

2.3

2.7

3.5

4.6

5.8

5.6

4.3

3.1

2.2

1.5

0.8

0.3

6.6

5.2

4.1

3.5

3.1

2.6

2.3

2.1

2.0

1 .9

1.8

1.9

2.3

3.0

3.9

4.9

4.3

3.6

3.4

3.3

3.2

3.0

2.6

2 .3

2.2

2.5

3.3

4.4

5.1

5.6

3.3

3.1

3.0

3.1

3.4

4.4

6.1

6.9

7.3

7.6

2.8

2.9

3.0

3.3

4.0

5.3

6.0

6.5

7.2

2.8

2.9

3.1

3.2

3.5

4.0

4.5

4.6

4.4

3.8

3.2

3.0

3.1

3.4

3.6

3.7

4.1

4.7

5.0

5.4

6.1

6.4

5.6

4.6

4.2

4.1

4.2

3.4

2 .8

2.6

3.0

3.9

5.1

5.3

2.8

3.0

3.1

3.3

3.6

4.2

4.9

5.2

5.0

4.3

3.6

3.3

3.7

4.3

4.6

4.4

4.6

5.2

5.4

5.0

4.5

4.1

4.0

3.9

3.6

3.0

2 .6

2.6

2.9

3.4

4.0

4.1

4.3

2.8

3.0

3.2

3.1

3.2

3.4

3.8

4.1

3.4

2.9

2.8

3.2

3.8

4.1

3.9

3.8

3.7

3.9

4.3

4.4

4.2

3.7

3.4

3.2

3.0

2.9

2.6

2.4

2 .3

2.3

2.5

2.7

2.2

2.5

2.8

2.7

2.5

2.3

2.4

2.1

1.9

2.1

2.5

2.7

2.8

2.9

3.1

3.3

3.5

3.2

2.9

2.6

2.4

2.2

2.1

2.0

1.9

2 .0

2.0

1.8

1.5

1.8

2.0

3M 16L BLS 2.0 1.9 1.7 MH: 30

1.6

1.5

1.6

1.5

1.4

1.3

1.4

1.5

1.6

1.7

1.8

2.0

2.2

2.5

2.6

2.7

2.6

2.3

2.0

1.8

1.7

1.6

1.5

1.6

1 .6

1.6

1.5

1.4

1.3

1.1

1.0

1.4

1.7

1.9

2.0

2.1

2.0

1.8

1.5

1.4

1.3

1.2

1.1

1.0

0.7

0.8

0.9

1.0

1.1

1.2

1.4

1.5

1.4

1.3

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.6

0.7

0.8

0.9

1.0

0.8

0.7

0.6

0.5

0.4

0.3

0.4

0.5

0.6

0.7

0.6

0.5

0.4

0.3

0.2

0.3

0.4

0.3

0.2

0.1

2.1

1.5

2.1

3.0

2.4

1.7

2.2

3.5

2.5

1.8

2.4

3.3

2.7

2.0

2.5

3.4

2.7

1.8

2.7

3.5

2.6

1.6

3.1

3.2

2.8

1.4

3.6

2.8

1.1

4.3

3.1

2.9

0.7

4.8

3.6

3.1

0.4

4.9

3.0

3.1

0.3

5.7

3.5

2.9

2.5

7.0

2.9

3.3

2.2

7.4

3.2

3.6

2.0

7.4

2.9

3.2

1.5

6.7

3.2

3.7

1.0

4.5

3.0

4.1

0.6

2.7

3.2

3.3

0.3

2.3

3.4

3.8

4M 16L MOBILE MH: 302.6GENERATOR 2.7 2.5

2.4

3.2

3.9

3.1

TO REMAIN

3M 16L MH: 3.930

0.1

1.0

1.1

4.5 3M 16L MH: 30

1.2

1.3

3M4M 16L16L 6.9 5.6 MH: MH: 30 30

3M 4.3 16L 4.0 MH: 30

4M3M16L 16L 6.0 5.8 MH: MH:3030

0.2

0.1

0.0

0.3

0.2

0.1

0.0

5.7

5.1

3.7

2.7

2.0

1.5

1.0

0.6

0.4

0.2

0.1

0.0

4.3

3.8

2.9

2.3

1.8

1.4

1.0

0.6

0.4

0.2

0.1

0.0

2.9

2.6

2.2

1.9

1.7

1.3

0.9

0.6

0.4

0.2

0.1

0.0

1.9

1.8

1.6

1.5

1.1

0.8

0.6

0.4

0.2

0.1

0.0

1.3

1.4

1.3

1.2

1.1

0.9

0.7

0.5

0.3

0.2

0.1

0.0

0.9

1.0

0.9

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.6

0.5

0.4

0.3

0.2

0.1

0.3

0.4

0.3

0.2

0.1

3M 16L MH:5.530

0.2

0.3

0.2

0.1

0.2

0.1

0.0

0.1

0.0

0.1

0.0

0.1

0.0

0.1

0.0

0.1

0.0

Symbol

0.0

Units

Avg

Max

Min

Avg/Min

Max/Min

Buffalo Grove_8_Planar

2.44

11.8

0.0

N.A.

CalcPts_1

0.00

N.A.

Luminaire Schedule

0.0

Label

0.0

Calculation Summary

0.0

0.6

0.1

0.0

0.5

0.1

0.0

1.0

0.1

0.0

0.1

1.0

0.1

0.0

0.1

1.6

0.1

0.0

0.2

1.5

0.1

0.0

0.2

2.2

0.1

0.0

0.1

2.2

0.1

0.0

3.0

0.1

0.0

0.1

3.1

0.1

0.0

0.1

4.2

0.1

0.0

0.2

4.3

0.1

0.0

0.2

5.7

0.1

0.0

0.2

6.2

0.1

LOT 1

0.3

EXISTING RESTAURANT

2.9

3.7

3.2

3.5

0.2

7.2

3.8

3.5

1.2

7.6

3.1

2.7

2.0

3M 16L 6.6 7.4 MH: 30

3.7

3.0

2.7

4.7

3.1

3.2

3.7

3.5

3.4

2.3

5.0

3.1

3.3

2.5

5.5

3.2

2.7

4.4

3.6

1.9

1.2

4.1

3.2

1.9

1.3

2.0

4.3

4.2

2.0

2.1

2.7

4.0

4.2

1.2

2.8

3.6

3.5

4.0

1.2

3.7

4.9

3.1

4.4

1.2

5.0

2.8

3.5

0.7

5.8

5.6

2.5

2.8

0.7

4.7

4.5

2.5

2.2

0.7

3.2

4M 16L 3.0 MH: 30 2.7

5.3

2.7

2.0

0.4

2.7

3M4M 16L16L 6.0 MH: MH: 30 30 5.0

3M16L 16L 4M MH:30 30 MH: 6.0

3.3

3.7

0.4

3.2 3M 16L MH: 30

2.2

3M 1.816L 0.7 BLS MH: 30

0.2

2.4

0.6

1.7

4M 16L MH: 30

0.2

2.8

0.3

1.3

0.2

3.3

0.2

3M 16L 3.9 4.0 MH: 30

0.3

3.3

0.1

2.7

5M 16L MH: 30 2.3 2.1

3.2

3M 16L MH: 30

0.3

2.7

2.4

6.5

0.7

0.3

2.8

2.7

4.6

0.7

0.4

2.8

5.7

0.4

0.5

2.8

0.2

0.6

0.7

2.8

0.1

0.5

0.9

3.1

0.3

0.5

0.9

2.9

0.2

0.3

1.0

3.2

0.2

0.3

1.3

3.2

0.2

0.3

1.8

3.4

0.1

0.3

0.2

2.1

3.5

0.1

0.2

0.3

3.4

0.1

0.2

0.3

0.5

3.4

0.1

0.2

0.4

0.6

3.5

0.0

0.1

0.5

0.7

3.4

0.1

0.6

0.7

3.5

0.1

0.6

0.9

3.2

0.1

0.8

1.3

3.3

0.1

2.9

1.4

1.8

3.3

4M 16L MH:3.4 30 3.0

2.7

2.0

2.1

3.4

0.1

2.6

2.3

2.4

3.4

0.1

2.9

2.5

2.7

3.5

0.1

3.3

2.6

5M 16L MH: 2.8 30 2.5

3.4

0.1

3M 16L MH: 30

3M 16L BLS 2.0 0.9 MH: 30

3.3

4M 16L MH: 30

3.5

0.1

PROPOSED GROCER

0.1

2.6

1.4

3.7

0.1

2.9

0.8

2.6

3M 16L BLS 1.7 0.7 MH: 30

2.5

0.4

2.7

0.2

5.6

0.2

2.2

3M 116L BLS .9 0.6 MH: 30

3.9

7.3

3M 16L MH: 30

3.0

4.1

6.8

3M 16L MH: 30

2.8

6.3

0.1

4M 16L MH: 3.5 30

2.8

Revisions

4.4

3.5

4M 516L .8 MH: 30

0.5

2.5

5.2

3M 16L 6.7 MH: 30

5.0

1.5 0.4 3M 16L BLS MH: 30

5.3

4.9

W M 7L MH: 15

4.6

2.4

4.8

WM 7L MH: 15 4.1

4.6

5.6

1.9

0.3

6.3

WM 7L MH:6.115

4.4

2.1

4.0

6.2

0.3

4M 16L 2.7 MH: 30

2.8

3.5

5.5

0.2

3.1

3.4

6.1

0.2

3.0

3.1

5.8

7.5

0.2

2.6

3.2

5.0

2.1

0.2

2.5

3M 16L BLS MH: 301.5 2.6 0.7

EXISTING LOT 4 RESTAURANT

3.2

6.0

2.9

0.1

2.2

3.4

8.4 WM 7L MH: 15

3.5

0.1

2.9

3.6

1.7

3.5

0.1

3.3

3.9

3.3

3.2

WM 11L MH: 15

3.4

4.1

2.5

2.8

10.2

1.9

4.6

DOG PARK 1.3 1.2 1.5

2.8

4.4

2.7

5.7

1.3

2.9

1.3

3.4

3M 4M16L 16L 6.0 4.8 MH: MH: 3030

1.4

0.4

3.8

5.2

3.0

0.2

1.6

5.2

1.4

0.1

2.9

3M 16L MH: 5.0 30 5.0

3.2

0.1

2.8

3.1

4.9

1.5

0.1

0.3

3.1

3.0

4.5

3.7

7.4

0.2

1.2

3.0

2.9

3.8

1.9

4.1

0.9

2.8

2.9

2.7

3.3

5.5

1.4

2.4

2.9

2.8

2.5

3.2

2.5

0.4

2.7

2.8

2.5

2.4

3.4

7.7

0.2

2.7

2.8

2.3

2.7

3.6

2.8

0.1

2.7

2.6

2.3

2.2

4.0

6.0

0.1

2.6

2.3

2.2

4.8

2.3

0.1

2.2

2.1

1.5

4.7

3.2

0.1

2.0

2.1

1.4

4.2

1.5

6.1

1.9

2.0

1.7

4M 16L MH: 30

5.6

1.9

4.1

2.0

2.3

3.6

5.2

1.1

1.5

2.3

2.4

2.9

2.1

4.0

4.5

1.2

0.4

2.6

3.0

3.3

3.1

3.9

0.7

0.2

2.9

3.5

3.4

3.7

3.5

0.7

0.1

3.2

3.7

3.1

0.5

0.1

3.6

3.7

4.1

4.3

2.9

0.3

0.0

4.0

3.9

4.6

3.1

0.3

0.0

4.1

4.2

3M4M 16L 16L 5.730 MH: MH: 304.8

3.3

0.2

8.6

0.2

3.2

0.1

9.2

0.2

0.6

3.3

0.1

5.4

0.1

0.5

1.4

3.9

0.1

5.2

0.3

1.1

2.0

3.8

0.1

1.5

0.8

1.8

2.5

3.5

0.1

1.5

1.6

2.5

2.6

4.2

0.0

0.4

2.6

2.7

2.6

5.1

0.0

0.4

2.8

2.5

2.4

2.9

0.0

0.2

2.6

2.2

2.1

4.8

0.0

0.2

2.1

1.9

1.8

4.1

5.2

0.1

1.9

1.8

1.9

3.3

7.0

0.1

1.7

1.8

2.1

3.3

3.2

0.1

1.5

2.0

2.4

6.2

0.1

1.6

2.2

2.6

2.0

3.2

0.0

1.9

2.4

2.6

3.0

1.2

0.0

2.4

2.5

2.9

2.5

0.7

0.0

2.8

3.3

2.4

0.6

0.0

3.0

3.1

3.9

2.6

0.6

WM 11L MH: 30

3.2

3.6

4.3

2.8

0.6

WM 11L MH: 15

3.7

4.6

4.9

2.9

0.7

5.3

4.6

5.6

5.2

2.7

0.7

3.4

5.3

5.4

2.8

0.7

1.2

5.2

3.0

0.8

0.2

5.3

2.7

0.7

0.5

2.8

2.5

0.6

1.3

2.7

2.5

0.5

0.2

2.5

2.3

2.0

2.3

0.5

0.4

1.8

3.0

0.4

1.0

1.7

2.8

0.3

2.1

1.6

2.4

0.2

2.3

1.5

2.4

0.1

2.0

1.4

2.9

0.1

1.7

1.3

2.5

0.1

1.4

1.1

6.8

6.2

0.0

1.3

2.3

0.0

0.3

0.1

1.2

3.2

0.0

0.1

1.6

2.6

9.4

0.1

1.5

2.3

4.1

0.0

0.1

0.2

2.2

3.1

1.2

0.0

0.1

0.2

0.3

2.1

2.5

0.5

0.0

0.1

0.4

2.7

2.2

8.3

0.1

2.5

3.0

0.4

8.5

0.2

3.3

2.6

0.3

5.4

5.2

4M 16L MH: 30 3.1 3.6

2.5

0.3

6.3

0.1

0.4

0.3

3.8

0.3

9.4

0.1

4,210 SF

4M 16L MH: 30

3.8

0.3

WM 11L MH: 15

0.2

3.5

3.6

0.3

8.5

0.6

5.5

0.3

5.3

0.1

0.5

3.9

5.8

0.3

4.5

0.2

PROPOSED RETAIL

4.0

0.2

5.5

0.2

3.8

4.6

0.2

8.2

0.1

0.5

4.2

5.2 W M 7L6.6 MH: 15

0.2

11.8

0.1

0.2

3.8

2.7

0.2

8.4

0.2

0.3

4.4

2.5

0.2

2.4

0.1

0.3

4.0

2.3

0.1

2.0

0.2

0.6

0.5

4.6

2.2

0.1

0.9

1.4

4.4

2.4

0.1

0.3

2.3

4.9

3.3

0.0

0.1

5.6

6.2

4.8

0.0

0.1

2.6

3M 16L 4M 16L5.2 6.5 MH: 3030 MH:

4.0

0.0

W M 11L MH: 15

3.2

2.6

0.1

6.4

WM 11L MH: 15

3.2

2.5

3M 4M16L 16L MH: MH:3030

6.1

WM 7L MH: 15 5.7

3.4

0 0.0

3.9

3.8

WM 7L MH: 15 4.6 4.8

8.1

0 0.1

0.1

POOL

3.1

2.9

PARK PROGRAMMI NG BY LOTOTHERS 5

0.1

LOT 7

3.4

3.3

3M 4M16L 16L MH: MH:3030

0.1

WM 11L MH: 15

3.9

3.5

4.9

6.2

4.0

4.5

5.3

WM 7L 6.1 MH: 15

4.2

2. 2

0.1

4.9

2 .8

0.1

0.0

5.0

4.3

4M 3.9 16L3.7 MH: 30

1. 9

EXTERIOR 3.9 9.4 7.6 WM 11L CLUBHOUSE MH:SPACE 15 AMENITY

0.0

5.6

3M 4M16L 16L 5.5 MH: MH:3030

3M 16L BLS MH: 2.7 301.5

Qty

Tag

Lum. Lumens Lum. Watts

Total Watts

LLF

WM 11L NTW-A-WM-T3-11L-40K-XX-XX_CON

Description

11175

1110

0.850

3M 16L CREE OSQM-B-16L-40K7-3M-Ux-xx-xx-xxxx

16100

104

5200

0.850

4M 16L CREE OSQM-B-16L-40K7-4M-Ux-xx-xx-xxxx

16098

104

4056

0.850

WM 7L

6727

46.4

1484.8

0.850

3M 16L CREE OSQM-B-16L-40K7-3M-Ux-xx-xx-xxxx w_OS12700

104

2288

0.850

5M 16L CREE OSQM-B-16L-40K7-5M-Ux-xx-xx-xxxx

104

208

0.850

CREE NTW-A-WM-T3-7L-40K-XX-XX_STD1

15300

VII. DEVELOPMENT PLANS RESIDENTIAL A. Site Plan

PUD SUBMITTAL

DEVELOPMENT PLANS RESIDENTIAL THE CLOVE BUFFALO GROVE, IL

VII. DEVELOPMENT PLANS RESIDENTIAL B. Landscape Plan

PUD SUBMITTAL

DEVELOPMENT PLANS RESIDENTIAL THE CLOVE BUFFALO GROVE, IL

VII. DEVELOPMENT PLANS RESIDENTIAL C. Architecture/Renderings

PUD SUBMITTAL

DEVELOPMENT PLANS RESIDENTIAL THE CLOVE BUFFALO GROVE, IL

VII. DEVELOPMENT PLANS RESIDENTIAL D. Student Impact

PUD SUBMITTAL

DEVELOPMENT PLANS RESIDENTIAL THE CLOVE BUFFALO GROVE, IL

TO:

Mr. Jon Dennis Urban Street Group

FROM:

Linda Goodman, Principal Zach Lowe, Senior Consultant

DATE:

March 7, 2022

RE:

Analysis of Student Generation – Buffalo Grove Town Center

At the request of UrbanStreet Group, Goodman Williams Group investigated the potential impact of the redevelopment of a portion of the Buffalo Grove Town Center on area primary and secondary schools. Specifically focusing on the proposed development of 297 new market-rate, non-age restricted rental apartments, this memorandum provides a summary of our findings, along with a forecast of the number of students likely to live in the new units. Our analysis utilizes the unit size, mix, configuration and other product details included in the February 16, 2022 Project Summary provided by UrbanStreet Group. With the current analysis, Goodman Williams Group concludes that the Buffalo Grove Town Center development is likely to generate a total of eleven students (i.e., children between the ages of five and nineteen). While many of these students will attend area public schools, some may also attend area parochial or private schools.

Site and Development Plan UrbanStreet Group is negotiating to acquire a 4.4-acre property in Buffalo Grove, IL at the northwest corner of Lake Cook Road and McHenry Road to construct 297 multifamily residential units, together with associated parking and related building and community amenities. The multifamily development will be the center of a larger 22-acre retail lifestyle redevelopment site that will include approximately 136,000 square feet of retail, including a newly built 35,000 square foot Amazon Fresh grocery store, as well as a new one-acre park that will be donated to the Village. The development will occupy a site on the northwest corner of Lake Cook Road and McHenry Road and will be accessible directly off McHenry Road (Route 83), as well as Lake Cook Road and Buffalo Grove Road. Located approximately 30 miles northwest of Chicago’s Loop, the site is well-served by area automotive transportation networks and boasts high accessibility and visibility.

Student Generation Buffalo Grove Town Center

p. 2

The first phase of the current redevelopment plans for Buffalo Grove Town Center calls for the demolition of the existing shopping center and the construction of a seven-story building with 16,200 square feet of retail on the ground floor and rental apartments on floors two through seven. Additional redevelopment plans include new food and beverage offerings, outdoor amenities, and ample parking for residents and shoppers. As currently conceived, the new development will include 297 units in one seven-story building, with an adjacent four-story parking structure providing 558 parking spaces. The residential development will be highly amenitized, including a community clubhouse, swimming pool, fitness center, café, demonstration kitchen, business offices, outdoor grilling, and dog area. In consideration of anticipated impacts on area schools, UrbanStreet Group has agreed to pay a $54,000 school impact fee. Figure 1: Buffalo Grove Town Center Site Plan

Source: UrbanStreet Group

A mix of one-, two and three-bedroom unit types will be offered, some with dens. Average proposed rents range from $1,790 to $3,815. The average plan size is 1,130 square feet, yielding an average rent of $2.43 per square foot. More details on the unit information can be seen in Table 1 on page 3.

Student Generation Buffalo Grove Town Center

p. 3

Table 1 Buffalo Grove Town Center Unit Information Unit Type

# Units

% Mix

Average SF

Rent/Mo/Unit

Rent/SF

1 BR / 1 BA

176

59%

615 – 921

$2,120 - $2,4400

$2.22 - $2.49

1 BR / 1 BA + den

10%

1,010

$2,660 - $2,650

$2.35 - $2.39

2 BR / 2 BA

27%

1,246 – 1,559

$2,645 - $3,750

$2.33 - $2.47

3 BR / 2 BA

1,688

$3,215 - $3,815

$2.56 - $2.58

Totals/Average

297

100%

1,130

$2,542

$2.43

Source: UrbanStreet Group

Public Schools The subject site is served by Aptakisic-Tripp School District #102 (kindergarten through eighth grade) and Adlai Stevenson School District #125 (ninth through twelfth grade). Public school students living within the proposed development will attend Tripp Elementary School (kindergarten through third grade), Meridian School (fourth through fifth grade), Aptakisic Junior High School (sixth through eighth grade), and Stevenson High School (ninth through twelfth grade). The schools within both districts are widely considered to be exceptional. Table 2 Public Schools in School Districts #102 and #125 School District / School

Grades

# Students (2021)

Tripp Elementary School

K-3

554

Meridian School

4–5

647

Aptakisic Junior High

6-8

755

9 – 12

4,310

Aptakisic-Tripp School District #102

Adlai E Stevenson High School District #125 Stevenson High School Source: greatschools.org

Student Generation Buffalo Grove Town Center

p. 4

Methodology The fundamental measure of likely impacts on area schools utilized in this assignment is the number of school-age children (those aged 5-19 years) who are likely to reside within the new development and who would be considered incremental additions to the school system. In order to estimate this number, Goodman Williams Group analyzed apartment developments located throughout the region deemed comparable to what is planned for the subject site and for whom decennial Census data is available at the block level. Comparability was determined on the basis of three factors: 1) Age of development (all were built after 2000); 2) Locational attributes (all are situated in suburban locations near primary thoroughfares proximate to major regional concentrations of employment); and 3) Product type (all are “luxury style” mixed-use and/or mid-rise buildings featuring a high level of features, finishes, and building amenities). Our methodology involves using the most recent Decennial Census data available (2010) where the actual block level matches the boundaries of the comparable apartment development. That allows us to get actual data from the Census on the number of school age-children who lived in the apartments in 2010. Four comparable developments were considered for this analysis, two of which are located within the northern suburbs of Glenview and Buffalo Grove, with the other two located in the western suburbs of Oakbrook Terrace and Downers Grove. It should be noted that this methodology, while highly accurate in allowing us to construct a picture of resident mix in 2010, does not allow us to include comparable apartment developments completed post 2010, since neither the Census Bureau’s annual American Community Survey, nor private demographic data sources like Esri Business Analyst, have current estimates of the demographics at the block level. (Additionally, 2020 Decennial Census data will not be released at the block level until later this year.) Therefore, some nearby developments completed after 2010 that may be considered comparable in terms of product type and vintage are not included in this analysis. It is assumed that virtually all school-age children live in units with two or more bedrooms. (This is born out in our review of secondary research on the subject of school impacts of multifamily housing, as discussed below.) Therefore, the number of school-age children living within each comparable apartment development was divided by an estimate of the number of occupied units with two or more bedrooms to create a ratio representing the number of children per multibedroom unit. Occupancy data was derived from the Census, while data from CoStar provided unit mix characteristics for the apartment comparables. Note that, while occupancy data by unit type is not available, it is assumed that actual occupancies across each development at the time of the Census closely reflected the unit mix within the development.

Student Generation Buffalo Grove Town Center

p. 5

Findings Our analyses revealed that the number of school-age children living within area apartment developments comparable to those planned for the subject site is quite low. Specifically, the number of school-age children living in multi-bedroom apartment units ranged from 0.05 to 0.21 per unit. On average, school-age children made up 4.1% of all apartment residents. By contrast, across the Chicago metropolitan region as a whole, school-age children made up 21.2% of the population at the time of the 2010 Census. A closer look at the Census Data reveals that more than half (56.7%) of the 30 school age children living in the comparable apartment buildings were 5-14 years of age at the time of data collection and would most likely have attended a primary school. A smaller percentage (43.3%) were aged 15-19 and would likely have attended high school.

Attribute Location Year Built Stories Avg. Unit Size Total Units Studio 1-Bed 2-Bed 3-Bed

Table 3 Summary of Rental Apartment Comparables Aloft at Glen Regency Residences at Riverwalk Town Center Place the Grove Place Glenview Oakbrook Downers Buffalo Terrace Grove Grove 2004 2007 2008 2006 3 5 7 7 1,032 1,199 1,004 1,131

Average 1,092

181 0 115 66 0

112 0 40 56 16

294 21 144 129 0

90 0 50 40 0

169 5 87 73 4

160

188

124

Total Residents Children Age 5-19 Per Units w/ 2+ BR

245 12 0.21

140 12 0.21

265 4 0.05

86 2 0.08

184 8 0.13

Percent of All Residents

4.9%

8.6%

1.5%

2.3%

4.1%

Occupied Units (2010 Census) Estimated Occupied Units w/ 2+ BR

Sources: U.S. Census Bureau, CoStar, Goodman Williams Group

Student Generation Buffalo Grove Town Center Figure 2: Map of Rental Apartment Comparables

Source: Goodman Williams Group

p. 6

Student Generation Buffalo Grove Town Center

p. 7

All of the comparable developments are located within school districts that are generally considered good to very good. As one measure of district quality, the website SchoolDigger.com ranks all school districts within the state by student performance on standardized tests. As shown in the following table, out of 736 school districts within the state, the highest ranking elementary district among the comparables set is Glenview Community Consolidated School District 34, ranked 98th. The highest ranking high school district is Adlai E. Stevenson High School District, ranked fifth. (Ranking data for Aptakisic-Tripp Central Consolidated School District 102, which serves both Riverwalk Place and the subject site, is not available.)

Table 4 School District Rankings – Comparable Developments Development

School District

Rank*

Aloft at Glen Town Center

Glenview Community Consolidated School District 34 Northfield TWP HS District 225

98 14

Regency Place

School District 45 DuPage County DuPage High School District 88

398 183

Residences at the Grove

Lombard School District 44 Glenbard Township High School 87

182 109

Riverwalk Place

Aptakisic—Tripp Consolidated School District 1012 Adlai E Stevenson High School District 125

N/A 5

Subject Site

Aptakisic—Tripp Consolidated School District 1012 Adlai E Stevenson High School District 125

N/A 5

*Of 736 Illinois School Districts Source: schooldigger.com

Student Generation Buffalo Grove Town Center

p. 8

Conclusions The investigation detailed in this memorandum suggests that student generation for new, luxurystyle apartment units in suburban Chicago is quite low relative to many other forms of housing. According to current plans, 91 of the 297 units to be developed at Buffalo Grove Town Center will contain two or more bedrooms. Of these, 87 are expected to be occupied once stabilized occupancy has been achieved (here defined as 95%). Based on the average number of schoolage children found within the comparable area apartment developments, we thus estimate that the proposed apartments will generate eleven students. In accordance with comparable averages, of the eleven students generated, slightly more than half at any given time can expected to be of primary school age, while the remainder will be of high school age. While most are likely to attend public schools, some may also attend area parochial or private schools. Table 5 Projected Student Generation in Buffalo Grove Town Center Total Units 1-Bedroom 2-Bedroom 3-Bedroom

297 206 79 12

Two or More Bedrooms Occupied*

Estimated School-Age Children per 2 Bedroom Unit

0.13

Total School-Age Children at Stabilized Occupancy (rounded)

11.0

*Based on 95% stabilized occupancy Source: Goodman Williams Group

Student Generation Buffalo Grove Town Center

p. 9

Additional Demographic Analysis While block level data are not yet available from the Census Bureau beyond the 2010 Decennial Census, an analysis of Public Use Microdata Sample (PUMS) files from the American Community Survey allows us to further corroborate our primary findings with supporting evidence. These data are available at the Public Use Microdata Area (PUMA) and state levels. The subject site is located in the Lake County--Vernon, Moraine, West Deerfield & Libertyville (Southeast) Townships PUMA (number 03310), outlined in green in the map below. Figure 3: Lake County – Vernon Public Use Microdata Area (PUMA)

Buffalo Grove Town Center

Source: U.S Census Bureau, American Community Survey Estimates 2015 - 2019

As of the 2019 ACS, the Census Bureau estimated that 27,733 children between the ages of five and 18 lived within this PUMA, or 20.6% of the total PUMA population. Of these, 364 lived in multifamily buildings (including both rental and ownership units) with 20 or more units. There were a total of 5,887 units of this type in the PUMA, yielding a total of .06 students per unit (roughly six students per 100 units). For the state as a whole, this number stands at .09 students per unit (nine students per 100 units). Noting that this figure encompasses multifamily units of all unit types (i.e., including studio and one-bedroom units that generally house few, if any, school-age children), our somewhat higher forecast of 0.13 students per two-bedroom unit at Buffalo Grove Town Center is considered justified. (Note further that among the comparables analyzed, the average number of school-age children per development stood at eight, while the average number of occupied units of all types stood at 124 – yielding an average of 0.06 school-age children per unit among all unit types.)

Student Generation Buffalo Grove Town Center

p. 10

Table 5 School Age Children by Dwelling Structure Type in Lake County-Vernon PUMA School-Age Children* Structure Type

Units

Total

Per Unit

Per 100 Units

0.00

0.0

One-family house detached

34,298

21,893

0.64

63.8

One-family house attached

6,087

2,823

0.46

46.4

Multifamily, less than 20 units

5,346

2,512

0.47

47.0

Multifamily, 20 or more units

5,887

364

0.06

6.2

141

Mobile home or trailer

N/A *5-18 years old

Source: 2019 American Community Survey, 5-year estimates; Goodman Williams Group.

Recent Multifamily Experience and Supporting Research It has been our experience, in analyzing apartment developments across the Chicago region, that newer market rate multifamily suburban rental developments attract few families with children. Generally speaking, parents choose less dense housing (in both rental and ownership forms) that offers the additional living space and/or private outdoor space that are desirable for child-rearing. This is amply evident in our analysis of comparable multifamily developments region-wide. It is particularly true within the luxury apartment segment in the suburbs, where rents are often equal to or even higher than monthly housing costs for many ownership homes. Additionally, anecdotal evidence suggests that the aging of the regional population is in many ways changing the market profile of many higher-end apartment developments, with empty nesters and retirees representing an increasingly important target market. In fact, some developers and managers of apartment properties within the Chicago Metro have reported recently that older households now represent up to 50% of the tenant base for some newer developments, particularly within the northern and western suburbs. Moreover, a growing body of secondary research on the subject of multifamily housing impacts on schools and other municipal services corroborates this experience. For example, a 2005 Urban Land Institute report notes that, “multifamily housing attracts predominantly childless couples, singles, and empty nesters.” 1 Similarly, a 2014 report from the Multifamily Housing Council found

Haughey, Richard M. “Higher-Density Development: Myth and Fact.” ULI – The Urban Land Institute, 2005.

Student Generation Buffalo Grove Town Center

p. 11

that, “on average, there are significantly fewer children in apartments than in single-family homes, whether renter or owner-occupied. The difference is even greater among recently built homes.” 2 A 2007 paper published in the land economics journal Middle States Geographer shows that demographic shifts and lifestyle changes led to a significant reduction in the number of children living in multifamily housing in the late 1990s and early 2000s. This research found that while perceptions of negative impacts from higher-density housing on municipal services and public schools persist, they do so “despite overwhelming evidence that demographic shifts have changed the composition of multi-family households.” 3 A 2015 analysis from the National Association of Home Builders 4 utilized ACS data to demonstrate that new construction, in general, contributes fewer students to public schools than existing housing and that larger-scale developments contribute the fewest number of students to the public schools in their area. Specifically, the analysis found that, on average, multifamily rental developments with 20 or more units generated 21.0 school-age children per 100 units. However, that number fell to 11.0 school-age children per 100 units for new construction. Finally, these trends have been well-researched and documented over time. For example, a 1966 report by the American Society of Planning Officials (now the American Planning Association) analyzed 17 studies dealing with the impacts of multifamily housing on local schools in locations across the country demonstrated the significant and inverse relationship between rent level and student generation. Specifically, the studies analyzed showed that “conventional” (i.e., market rate) rental apartments produce, on average, far fewer than 0.5 students per two-bedroom unit, and essentially no students per one-bedroom unit. The report concluded that Luxury apartments tend to be occupied by families with few or no school-age children, while lowrent apartments are occupied by both large and small families with an average higher number of school-age children. The reason, of course, is that for low-income families low-rent apartments, often in public housing projects, may be the only housing alternative, while highincome families with children prefer single-family homes.

While this is a small sampling of available research on the municipal impacts of multifamily housing, the trends these reports discuss persist today and are evident in our findings. As a final note, we recognize that our conclusion of an estimated 11 school age children likely to reside in the subject property is lower that what the Village of Buffalo Grove has projected based on a formula in their municipal code. Nonetheless, we feel it is a realistic projection that is fully supported by the findings of our research and analysis as detailed in this report.

Obrinsky, Mark. “Apartments Versus Schools Redux.” National Multifamily Housing Council, 2014. Ives-Dewey, Dorothy. “The Multi-Family Myth: Exploring the Fiscal Impacts of Apartments in the Suburbs.” Middle States Geographer, 40, 39-46, 2007. 3

VIII. SIGNAGE PLAN A. Retail

PUD SUBMITTAL

SIGNAGE PLAN THE CLOVE BUFFALO GROVE, IL

Signage Types and Sizes Requested // THE CLOVE ALLOWED

PROPOSED

Tenant Frontage Eleva on # of Linear Feet of Sign Face (sf) Frontage Allowed (Eleva on Type ) Loca on Signs Site Signage *Frontage listed is property frontage Sign 1 1 124 120 Sign 2 1 2176 120 Sign 3 1 2176 120 Sign 4 1 2176 120 Sign 5 1 70 120 Lot 2 (GROCER) *Does not include parking lot signage for desginated parking or cart corrals GROCER Primary East 1 198 594 sf Secondary East 0 198 0 sf Secondary North 0 230 0 sf Secondary South 0 230 0 sf Temporary East 1 198 32 sf Lot 3 Guzman Y Gomez Guzman Y Gomez

1 1 1 1 1

156 sf 100 sf 132 sf 132 sf 192 sf

255 sf 0 sf 0 sf 0 sf 0 sf 0 sf

1 1 1 1 1 1 2 4

60 sf 64 sf 87 sf 56 sf 50 sf 60 sf 19 sf 23 sf

89 sf

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

64 sf 16 sf 72 sf 80 sf 64 sf 72 sf 96 sf 72 sf 108 sf 80 sf 68 sf 120 sf 80 sf 80 sf 120 sf

1 0 0 0 0 0

Primary Secondary Secondary Secondary Primary Secondary Primary Secondary Secondary Primary Secondary Secondary Primary Secondary Secondary

West West North East West East West South East West East South West East North

1 1 0 0 1 0 1 0 0 1 0 0 1 0 0

Typical Primary South Tenant Secondary Lot 9 (EXISTING RETAIL TO REMAIN)

East South

60 sf

Typical South Tenant North Lot 10 Future Tenant

Primary Secondary Secondary

East South North

60 sf

Primary Secondary Secondary Secondary

North East South West

MTB North - Tenant B MTB North - Tenant C

MTB South - Tenant A

MTB South - Tenant B

TOTAL1

EACH

315 sf 175 sf 196 sf 160 sf 196 sf

North North East South South West

33 33 75 33 21 21 32 73 32 33 33 73 29 27 73

# of Signs

1 1 1 1 1

Primary Primary Secondary Secondary Secondary Secondary Drivethru Sign Menu Sign

Lot 6 MTB North - Tenant A

85 85 40 85 85 40

Sign Face (sf) Requested 1

0 sf 0 sf 57 sf 0 sf 86 sf 0 sf 0 sf 89 sf 0 sf 0 sf 78 sf 0 sf 0 sf

Lot 7 // Ground Level Retail

156 sf 364 sf 192 sf

124 sf

253 sf 38 sf 90 sf 64 sf 16 sf 152 sf 64 sf 72 sf 96 sf 180 sf 80 sf 188 sf 80 sf 200 sf

4 sf per every 1 lf for 90% of frontage of each individual tenant space 1 120 sf 120 sf 4 sf per every 1 lf for 90% of frontage of each individual 1st and 2nd ﬂoor tenant space 1 120 sf 120 sf 2 120 sf 240 sf

1 1 1 1

120 sf 120 sf 120 sf 120 sf

120 sf

360 sf

VIII. SIGNAGE PLAN B. Residential Leasing & Construction Signage Plan

PUD SUBMITTAL

SIGNAGE PLAN THE CLOVE BUFFALO GROVE, IL

IX. PARKING & TRAFFIC STUDY

PUD SUBMITTAL

PARKING & TRAFFIC STUDY THE CLOVE BUFFALO GROVE, IL

Traffic Impact Study Buffalo Grove Town Center Redevelopment Buffalo Grove, Illinois

Prepared For:

IMKD 5, LLC & Urban Street Group, LLC-ACQ

February 16, 2022

Table of Contents 1. Introduction ................................................................................................................................. 1 2. Existing Conditions..................................................................................................................... 5 Site Location ............................................................................................................................... 5 Existing Roadway System Characteristics.................................................................................. 5 Traffic Signal Interconnect ......................................................................................................... 7 Lake Cook Road Corridor Construction ..................................................................................... 8 Existing Traffic Volumes ............................................................................................................ 8 Crash Data Analysis .................................................................................................................. 10 3. Traffic Characteristics of the Proposed Development ................................................................... 12 Proposed Site and Development Plan ....................................................................................... 12 Directional Distribution of Development Traffic ..................................................................... 13 Development Traffic Generation .............................................................................................. 15 4. Projected Traffic Conditions ..................................................................................................... 17 Development Traffic Assignment ............................................................................................. 17 Year 2027 No-Build Traffic Conditions ................................................................................... 17 Year 2027 Total Projected Traffic Conditions.......................................................................... 17 5. Traffic Analysis and Recommendations ................................................................................... 21 Traffic Analyses ........................................................................................................................ 21 Discussion and Recommendations ........................................................................................... 27 Parking Evaluation .................................................................................................................... 29 6. Conclusion ................................................................................................................................ 32

Town Center Redevelopment Buffalo Grove, Illinois

List of Figures and Tables Figures Figure 1 – Site Location.................................................................................................................. 3 Figure 2 – Aerial View of Site Location......................................................................................... 4 Figure 3 – Existing Roadway Characteristics ................................................................................. 6 Figure 4 – Year 2021 Base Traffic Volumes .................................................................................. 9 Figure 5 – Directional Distribution ............................................................................................... 14 Figure 6 – New Site Traffic Assignment ...................................................................................... 18 Figure 7 – Year 2027 No-Build Traffic Volumes ......................................................................... 19 Figure 8 – Year 2027 Total Projected Traffic Volumes ............................................................... 20

Tables Table 1 – Crash Data Summary – Lake Cook Road with McHenry Road ................................... 10 Table 2 – Crash Data Summary – McHenry Road with Access Drives ....................................... 10 Table 3 – Crash Data Summary – McHenry Rd. with Old Checker Rd. ...................................... 11 Table 4 – Crash Data Summary – McHenry Road with Townplace Parkway ............................. 11 Table 5 – Crash Data Summary – Buffalo Grove Rd. with Old Checker Rd ............................... 11 Table 6 – Estiamted Site-Generated Traffic Volumes .................................................................. 16 Table 7 – Capacity Analysis Results – Lake Cook Road with McHenry Road - Signalized ....... 22 Table 8 – Capacity Analysis Results – McHenry Road with Townplace Parkway - Signalized.. 23 Table 9 – Capacity Analysis Results – McHenry Road with Access Drives - Signalized ........... 24 Table 10 – Capacity Analysis Results – Buffalo Grove Rd. with Old Checker Rd. - Signalized 25 Table 11 – Capacity Analysis Results – McHenry Rd. with Old Checker Rd. - Unsignalized .... 26

Town Center Redevelopment Buffalo Grove, Illinois

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 redevelopment of the Buffalo Grove Town Center located in the northwest quadrant of the intersection of Lake Cook Road with McHenry Road (IL Route 83) in Buffalo Grove, Illinois. As proposed, a portion of the Town Center will be redeveloped to provide approximately 42,215 square-feet of new commercial space, a 297-unit apartment building with ground floor retail space, and an approximately 43,000 square-foot grocery store. As part of the proposed redevelopment, the existing Bowlero Buffalo Grove, the approximately 34,000 square-foot commercial building located on the north side of Old Checker Road, the Boston Market, and Burger King restaurants will be maintained. Access to the Town Center will continue to be provided via the signalized access off McHenry Road aligned opposite The Grove shopping center access drive, the signalized intersection of McHenry Road with Townplace Parkway/Pauline Avenue, the two-way stop sign controlled intersection of McHenry Road with Old Checker Road, the signalized intersection of Buffalo Grove Road with Old Checker Road, and the right-in/right-out access drive off Lake Cook Road. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate the traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site. The sections of this report present the following: • • • • • • • •

Existing roadway conditions A description of the proposed development Directional distribution of the development traffic Vehicle trip generation for the development Future traffic conditions including access to the development Traffic analyses for the weekday morning, evening, and Saturday midday peak hours Recommendations with respect to adequacy of the site access and adjacent roadway system Evaluation of the adequacy of the proposed parking supply

Town Center Redevelopment Buffalo Grove, Illinois

Traffic capacity analyses were conducted for the weekday morning, weekday evening, and Saturday midday peak hours for the following conditions: 1.

Existing Conditions – Analyze the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area.

No-Build Condition – Analyze the capacity of the future roadway system using the no-build traffic volumes that include the existing traffic volumes, ambient growth factor, and traffic estimated to be generated by other area developments.

Projected Conditions – Analyze the capacity of the future roadway system using the projected traffic volumes that include the existing traffic volumes, ambient traffic growth, and the traffic estimated to be generated by the full buildout of the proposed development.

Town Center Redevelopment Buffalo Grove, Illinois

SITE

Site Location Figure 1 – Site Location Town Center Redevelopment Buffalo Grove, Illinois

Figure 1

Aerial View of Site Location Figure 2 – Aerial View of Site Location Town Center Redevelopment Buffalo Grove, Illinois

Figure 2

2. Existing Conditions Existing traffic and roadway conditions were documented based on field visits and traffic counts conducted by KLOA, Inc. The following provides a detailed description of the physical characteristics of the roadways including geometry and traffic control, adjacent land uses and peak hour traffic flows along area roadways.

Site Location The site, which is located on the west side of McHenry Road and is bounded by Lake Cook Road on the south and Townplace Parkway on the north, currently contains the Buffalo Grove Town Center commercial development. The Town Center currently provides two strip commercial buildings, a bowling alley (Bowlero Buffalo Grove), and two restaurant outlot buildings. Land uses in the vicinity of the site provide a mixture of commercial and residential in all directions, including The Grove shopping center to the east.

Existing Roadway System Characteristics The characteristics of the existing roadways that surround the proposed development are illustrated in Figure 3 and described below. Lake Cook Road is an east-west arterial roadway that is under the jurisdiction of the Cook County Department of Transportation and Highways. Lake Cook Road is currently under construction (as discussed later) to provide three travel lanes in each direction within the vicinity of the site. Upon completion of the construction. Lake Cook Road at its signalized intersection with McHenry Road will provide dual left-turn lanes, three through lanes, and an exclusive right-turn lane on the eastbound and westbound approaches. Furthermore, all four legs of the intersection will provide high visibility crosswalks. Lake Cook Road is classified as a Strategic Regional Arterial, carries an AADT volume of 36,000 vehicles (IDOT AADT 2018) and has a posted speed limit of 45 miles per hour. McHenry Road is generally a north-south arterial roadway that in the vicinity of the site provides two travel lanes in each direction. At its signalized intersection with Lake Cook Road, McHenry Road provides an exclusive left-turn lane, a through lane and a shared through/right-turn lane on the northbound and southbound approaches. Upon completion of the Lake Cook Road construction, this lane configuration will remain. At its signalized intersection with the Town Center/The Grove access drives, McHenry Road provide an exclusive left-turn lane, two through lanes, and an exclusive right-turn lane on the northbound and southbound approaches. At its signalized intersection with Townplace Parkway/Pauline Avenue, McHenry Road provides an exclusive left-turn lane, a through lane, and a shared through/right-turn lane on the northbound approach and an exclusive left-turn lane, two through lanes, and an exclusive right-turn lane on the southbound approach. At its unsignalized intersection with Old Checker Road/Bank Lane, McHenry Road provides an exclusive left-turn lane, a through lane and a shared through/right-turn lane on the northbound approach and an exclusive left-turn lane, two through lanes, and an exclusive right-turn lane on the southbound approach. Town Center Redevelopment Buffalo Grove, Illinois

N E A O R

LEGEND

- TRAVEL LANE - TRAFFIC SIGNAL

PAULINE

- STOP SIGN XX

NOT TO SCALE

AVENUE 25

- SPEED LIMIT - STANDARD CROSSWALK - HIGH VISIBILITY CROSSWALK

TOWNPLACE PARKWAY

VE LO G R O B U FFA RO AD

WINCHESTER ESTATES

UNITED STATES POST OFFICE FIRST AMERICAN BANK

OLD CH ECK ER RO AD

SITE THE GROVE

THE GROVE ACCESS DRIVE

SHELL

OK E CO LAK D A O R

BANK OF AMERICA

Town Center Redevelopment Buffalo Grove, Illinois

Existing Roadway Characteristics

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 3

McHenry Road is under the jurisdiction of the Illinois Department of Transportation (IDOT), carries an annual average daily traffic (AADT) volume of 17,200 vehicles (IDOT AADT 2019), and has a posted speed limit of 45 miles per hour north of Lake Cook Road and a posted speed limit of 40 miles per hour south of Lake Cook Road. Buffalo Grove Road is a north-south arterial roadway that in the vicinity of the site provides two travel lanes in each direction. At its signalized intersection with Old Checker Road, Buffalo Grove Road provides an exclusive left-turn lane, a through lane, and a shared through/right-turn lane on the northbound and southbound approaches. Both legs provide high visibility crosswalks. North of Lake Cook Road, Buffalo Grove Road is under the jurisdiction of the Lake County Department of Transportation (LCDOT), carries an AADT volume of 12,600 vehicles (IDOT AADT 2019) and has a posted speed limit of 40 miles per hour. Old Checker Road is an east-west roadway that is classified as a collector road west of Buffalo Grove Road. At its signalized intersection of Old Checker Road with Buffalo Grove Road, Old Checker Road provides an exclusive left-turn lane and a shared through/right-turn lane on the eastbound and westbound approaches. Both legs provide high visibility crosswalks. At its unsignalized intersection with McHenry Road, Old Checker Road provides two eastbound lanes that are under stop-sign control and were historically striped to provide an exclusive left-turn lane and a shared through/right-turn lane. The east leg of this intersection is designated as Bank Lane which provides a shared left/through/right-turn lane that is under stop-sign control. West of Buffalo Grove Road, Old Checker Road is under local jurisdiction, carries an AADT volume of 3,000 vehicles, and has a posted speed limit of 35 miles per hour. Between Buffalo Grove Road and McHenry Road, Old Checker Road is under private ownership and has a posted speed limit of 10 miles per hour. Townplace Parkway is generally an east-west local private roadway that extends from Buffalo Grove Road with McHenry Road. At its signalized intersection with McHenry Road, Townplace Parkway provides an exclusive left-turn lane and a shared through/right-turn lane. Pauline Avenue is an east-west local roadway that extends from McHenry Road east to its terminus at Carman Avenue (east of Weiland Road). At its signalized intersection with McHenry Road, Pauline Avenue provides an exclusive left-turn lane and a shared through/right-turn lane. Pauline Avenue is under local jurisdiction and has a posted speed limit of 25 miles per hour.

Traffic Signal Interconnect The intersections along McHenry Road are part of an eleven-signal traffic signal interconnect system that extends from Arlington Heights Road on the west to Lexington Drive on the east. Which includes the intersection of McHenry Road with Highpoint Road/Buffalo Grove shopping center, Pauline Avenue, and Buffalo Grove Drive.

Town Center Redevelopment Buffalo Grove, Illinois

Lake Cook Road Corridor Construction It should be noted that the Cook County Department of Transportation and Highways, in partnership with IDOT, Lake County and the villages of Buffalo Grove and Wheeling are currently conducting a major roadway improvement project along Lake Cook Road between Raupp Boulevard and Hastings Lane. This project also includes the roadway segments for Buffalo Grove Road from north of Lake Cook Road to south of St. Mary’s Parkway, McHenry Road from north of the signalized access drive serving the Town Center to south of Weiland Road, and Weiland Road from north of Woodstone Drive to its proposed extension to Buffalo Grove Road. As part of this project, Lake Cook Road is being widened to provide three through lanes in each direction within the study area.

Existing Traffic Volumes In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period vehicle, pedestrian, and bicycle movement traffic counts utilizing Miovision Scout Video Collection Units on Tuesday, December 21, 2021 during the morning (7:00 to 9:00 A.M.) and evening (4:00 to 6:00 P.M.) peak periods and on Saturday, December 18, 2021 during the midday (11:00 A.M. to 2:00 P.M.) peak period at the following intersections: • • • • •

McHenry Road with Lake Cook Road McHenry Road with Town Center/The Grove Signalized Access Drive McHenry Road with Old Checker Road McHenry Road with Townplace Parkway/Pauline Avenue Buffalo Grove Road with Old Checker Road

The results of the traffic counts showed that the weekday morning peak hour of traffic occurs from 8:00 A.M. to 9:00 A.M., the weekday evening peak hour of traffic occurs from 4:30 P.M. to 5:30 P.M. and the Saturday midday peak hour occurs from 11:45 A.M. to 12:45 P.M. However, due to the COVID-19 pandemic and construction currently being conducted at the intersection of Lake Cook Road with McHenry Road, it is anticipated that traffic volumes within the study area are not representative of normal traffic conditions. As such, the traffic volumes within the study area were compared to historical weekday traffic data available from 2018 on the IDOT Traffic Count Database System (TCDS) website. A result of the comparison indicated the through traffic volumes along Lake Cook Road were approximately 100 percent less during the weekday morning peak hour and 35 percent less during the weekday evening peak hour and the through traffic volumes along McHenry Road and Buffalo Grove Road were approximately 75 percent less during the weekday morning peak hour and 40 percent less during the weekday evening peak hour. As such, the weekday morning and weekday evening peak hour traffic volumes were adjusted accordingly to reflect normal traffic conditions. It should be noted that to adjust the Saturday midday traffic volumes, the weekday evening adjustment was applied to the area traffic volumes. Figure 4 illustrates the Year 2021 base traffic volumes. Copies of the traffic count summary sheets are included in the Appendix. Town Center Redevelopment Buffalo Grove, Illinois

3] 9] 68 [1 ) [ 4 7] 2) (1 (58 [4 N 6 5 9) E A H 66 (3 C O 7 5 M R

[00] - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM)

] [5 ] ) 4 [9 ( 1 0) 15] [ (1 7 11) ( 12

2] 31) [5 11 ( 38] 01) [6 6 ( 3 65 8] 4 [ ) 1 2 26 (

RO AD

24 (37) [37] 15 (46) [46]

46] 38)[ 2( 1 7] 1 9)[ 2( 1 87] 38)[ 38 (

40 (82) [74]

SITE

THE GROVE ACCESS DRIVE

24 (66) [75] 0 (6) [16] 46 (98) [153]

0 (4) [15] 10 (19) [36]

9] 22) [2 11 ( 3] 1 6 [ 771) 420 ( 152] [ ) 7 9 65 (

1 (11) [14]

IL ROUTE 83 @ THE GROVE ACCESS DRIVE

2] [17 0) 8] 4 6 1 ( [9 96 5) 120] 3 [ 10 ( 4) 6 16 157 8 ( 12

68] 1 83) [ 1 64 ( 084] 1 )[ 2 9 5 1 ( 956 64] 52) [ 30 ( COOK

E LAK D ROA

7] [15 ] 9) 454 6 1 [ ( ] 9 7) 20 14 ( 56 4) [ 1 6 ( 36 14

] [144 81) ( 55] 4 [ 28 431) ] ( 2 5 [270 4 00) 2 ( 273

9) [7] 5 ( [605] 546) 639 ( 2] 2 1 90) [ 49 (

[49] 60) 20 ( 420] [ 458) ( 326 [78] 74) 58 (

29 (31) [31]

1 (6) [15] 10 (10) [16]

25 (31) [19] 30 (53) [62]

16 (9) [45]

0] 52) [8 27 ( 9] 9 7 [ ) 802 448 ( ] 14) [5 3 (

27) [14] 15 ( 1] 519) [35 7 38 ( VE ] 8 3 [ LO G R O 45) 25 ( B U FFA

OLD CH ECK ER RO AD

NOT TO SCALE

AVENUE

TOWNPLACE PARKWAY

] 13 )[ ] 21 7 ( 5 9 [7 3) 106] 4 7 [ ( ) 3 91 40 3 ( 4

- AM PEAK HOUR (8:00-9:00 AM)

8] [5 ] ) 3 8 7 [2 ] ( ) 7 48 ( [5 26 ) 10 ( 46 PAULINE 29

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

LEGEND

Town Center Redevelopment Buffalo Grove, Illinois

Year 2021 Base Traffic Volumes

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 4

Crash Data Analysis KLOA, Inc. obtained crash data 1 for the most recent available five years (2016 to 2021) for the five study area intersections. The crash data for the intersections is summarized in Tables 1 through 5, respectively. A review of the crash data indicated that no fatalities were reported at either intersection. Table 1 MCHENRY ROAD WITH LAKE COOK ROAD – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning 2016 0 0 0 11 0 7 2017 0 0 0 9 1 8 2018 4 0 0 8 0 11 2019 4 0 0 8 2 8 2020 1 0 0 7 1 8 Total 9 0 0 43 4 42 Average 1.8 0 0 8.6 <1 8.4

Other 0 0 0 0 0 0 0

Total 18 18 23 22 17 98 19.6

Table 2 MCHENRY ROAD WITH SIGNALIZED ACCESS DRIVES – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other 2016 1 0 0 0 0 2 0 2017 0 0 0 0 0 0 0 2018 0 0 0 2 1 1 0 2019 0 0 0 1 0 2 0 2020 0 0 0 1 0 2 1 Total 1 0 0 4 1 7 1 Average <1 0 0 <1 0 1.4 <1

Total 3 0 4 3 4 14 2.8

IDOT DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). Additionally, for coding years 2015 to present, the Bureau of Data Collection uses the exact latitude/longitude supplied by the investigating law enforcement agency to locate crashes. Therefore, location data may vary in previous years since data prior to 2015 was physically located by bureau personnel.

Town Center Redevelopment Buffalo Grove, Illinois

Table 3 MCHENRY ROAD WITH OLD CHECKER ROAD – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning 2016 2 0 0 0 0 2 2017 1 0 0 0 0 0 2018 2 0 0 0 0 0 2019 1 0 1 0 0 1 2020 1 0 0 0 0 0 Total 7 0 1 0 0 3 Average 1.4 0 <1 0 0 <1

Other 0 0 0 0 0 0 0

Total 4 1 2 3 1 11 2.2

Table 4 MCENRY ROAD WITH TOWNPLACE PKWY/PAULINE AVENUE – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other Total 2016 0 0 0 0 0 2 0 2 2017 2 0 1 0 0 2 1 6 2018 2 0 0 0 0 1 0 3 2019 0 0 0 1 0 2 0 3 2020 0 0 0 0 0 2 0 2 Total 4 0 1 1 0 9 1 16 Average <1 0 <1 <1 0 1.8 <1 3.2 Table 5 BUFFALO GROVE ROAD WITH OLD CHECKER ROAD – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other 2016 3 0 0 0 0 0 0 2017 2 0 0 0 0 2 0 2018 0 0 0 0 0 0 0 2019 1 0 0 1 0 1 0 2020 1 0 0 1 0 2 0 Total 7 0 0 2 0 5 0 Average 1.4 0 0 <1 0 1 0

Town Center Redevelopment Buffalo Grove, Illinois

Total 3 4 0 3 4 14 2.8

3. Traffic Characteristics of the Proposed Development To evaluate the impact of the subject development on the area roadway system, it was necessary to quantify the number of vehicle trips the site will generate during the respective three peak hours and then determine the directions from which the proposed traffic will approach and depart the site.

Proposed Site and Development Plan As proposed, the site will be redeveloped with a mixed-used development consisting of nine buildings consisting of the following: •

Building 1 is the existing approximately 54,000 square-foot building that currently contains Bowlero Buffalo Grove.

•

Building 2 is the existing approximately 34,000 square-foot commercial building located on the north side of Old Checker Road along the west side of the site. This building contains approximately 22,600 square-feet of ground floor commercial spaces and approximately 11,400 square-feet of second story office/service space.

•

Building 3 is a proposed approximately 7,000 square-foot multi-tenant commercial building located on the north side of Old Checker Road fronting McHenry Road.

•

Building 4 is a proposed approximately 10,377 square-foot multi-tenant commercial building located on the south side of Old Checker Road fronting McHenry Road.

•

Building 5 is a proposed seven-story mixed-use building containing 297 residential units on floors one through seven, approximately 14,300 square-feet of ground floor retail, and an approximately 4,900 square-foot restaurant located on the ground floor. On the north side of the proposed mixed-use building, a four-story parking garage will be provided containing approximately 546 parking spaces.

•

Building 6 is the existing approximately 3,000 square-foot Boston Market restaurant.

•

Building 7 is a proposed approximately 3,000 square-foot fast food restaurant with drivethrough.

•

Building 8 is a proposed approximately 43,000 square-foot grocery store located in the southwest corner of the site.

•

Building 9 is an existing approximately 3,000 square-foot Burger King restaurant that is located in the southeast corner of the site.

Overall, the development will provide a total of approximately 1,395 parking spaces consisting of 558 parking garage spaces and 837 surface parking spaces. Town Center Redevelopment Buffalo Grove, Illinois

Access to the proposed development will continue to be provided via the existing access system serving the Town Center which consists of the following: •

A signalized full movement access drive off McHenry Road, located approximately 600 feet north of Lake Cook Road, aligned opposite the access drive serving The Grove shopping center. Upon completion of the reconstruction of the intersection of Lake Cook Road with McHenry Road, this access drive will continue to provide two outbound lanes providing an exclusive left-turn lane and a shared through/right-turn lane.

•

A connection to Townplace Parkway which has a signalized intersection with McHenry Road, aligned opposite Pauline Avenue. As previously indicated, at its signalized intersection with McHenry Road, Townplace Parkway provides an exclusive left-turn lane and a shared through/right-turn lane.

•

Multiple connections to Old Checker Road which has a full movement unsignalized intersection with McHenry Road and a signalized intersection with Buffalo Grove Road. As previously indicated, at its unsignalized intersection with McHenry Road, Old Checker Road provides two eastbound lanes that were historically striped to provide an exclusive left-turn lane and a shared through/right-turn lane. At its signalized intersection with Buffalo Grove Road, Old Checker Road provides two westbound lanes striped to provide an exclusive leftturn lane and a shared through/right-turn lane.

•

A right-in/right-out access drive off Lake Cook Road, located approximately 300 feet west of McHenry Road. This access drive provides one inbound lane and one outbound lane with outbound movements under stop-sign control. Upon completion of the reconstruction of the intersection of Lake Cook Road with McHenry Road, turning movements at this access drive will be physically restricted to right-turns only via a raised triangular median on the access drive and via a barrier median along Lake Cook Road

It should be noted that exclusive left-turn lanes and exclusive right-turn lanes are provided at all three access drives on McHenry Road. At the signalized intersection of Buffalo Grove with Old Checker Road an exclusive southbound left-turn lane is provided.

Directional Distribution of Development Traffic The directional distribution of how traffic will approach and depart the site was estimated based on the general travel patterns through the study area derived from the peak hour traffic volumes. Figure 5 shows the established directional distribution for this development in addition to the distances, measured in feet, between the study area intersections.

Town Center Redevelopment Buffalo Grove, Illinois

00' - DISTANCE IN FEET

00% - PERCENT DISTRIBUTION

% 15

N E A O R

LEGEND

PAULINE AVENUE

NOT TO SCALE

TOWNPLACE

0' 100

VE LO G R O B U FFA RO AD

10%

PARKWAY

15%

' 775

OLD CH ECK ER RO AD

SITE

THE GROVE

' 600

ACCESS DRIVE

20%

0' 30

% 20

% 15

OK E CO LAK D A O R

Town Center Redevelopment Buffalo Grove, Illinois

Estimated Directional Distribution

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 5

Development Traffic Generation The estimate of vehicle traffic to be generated by the proposed redevelopment is based upon the proposed land use types and sizes. The vehicle trip generation for all of the proposed land uses was calculated using data published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The volume of trips estimated to be generated by the existing land-uses within the town center was estimated based on the traffic counts conducted at the four main access drives serving the town center. It is important to note that surveys conducted by ITE have shown that approximately 20 and 40 percent of trips made to retail uses and restaurant uses, respectively, are diverted from the existing traffic on the roadway system. This is particularly true during the weekday morning and evening peak hours when traffic is diverted from the home-to-work and work-to-home trips. Such diverted trips are referred to as pass-by traffic. However, in order to provide a conservative analysis, no pass-by reduction was applied to the trips estimated to be generated by the proposed land-uses. Additionally, based on a Multi-Use Trip Generation calculation based on ITE procedures, approximately 30 percent of the trips generated by the proposed development will be internal trips given the mixed-use nature of the development. Approximately 20 percent of these trips will trips made to multiple commercial establishments (retail to retail) with approximately 10 percent of trips being made by residents of the proposed development to the various existing and proposed commercial developments (retail to residential). However, in order to provide a conservative analysis, a ten to fifteen percent interaction was applied to the estimated trip generation for the new land-uses to take into consideration customers that may patronize multiple uses within the proposed development. Table 6 shows the estimated vehicle trip generation for the weekday morning, weekday evening, and Saturday midday peak hours.

Town Center Redevelopment Buffalo Grove, Illinois

Table 6 ESTIMATED PEAK HOUR VEHICLE TRIP GENERATION ITE Weekday Weekday Land Morning Evening Use Peak Hour Peak Hour Code Type/Size In Out Total In Out Total

Saturday Midday Peak Hour In Out Total

Residential Building 221 932 822

Multi-Family Housing Mid-Rise (297 Units) High-Turnover Sit-Down Restaurant (4,900 s.f.) Strip Retail Plaza (11,100 s.f.)

119

116

120

Shopping Center 822

Strip Retail Plaza (17,377 s.f.)

115

114

850

Supermarket (43,000 s.f.)

123

192 193

385

244 245

489

934

Fast Food Restaurant with Drive Through (3,000)

134

166

235 255

490

434 398

832

513 504

1,017

-36

-35

-71

-67

-62

-129

-64

-65

-129

199 220

419

367 336

703

449 439

888

Development Subtotal Interaction Reduction (10-15%) New Site Traffic

Town Center Redevelopment Buffalo Grove, Illinois

4. Projected Traffic Conditions The total projected traffic volumes take into consideration the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development.

Development Traffic Assignment The estimated weekday morning, weekday evening, and Saturday midday peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). Figure 6 illustrates the traffic assignment of the new passenger vehicle trips. As can be seen from Figure 6, given the multiple various access points including three signalized intersections the site generated traffic will distributed among the access system with only 35 percent of the site generated traffic utilizing the existing signalized access drive aligned opposite The Grove shopping center access drive.

Year 2027 No-Build Traffic Conditions The existing traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any planned development). Based on AADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP), the existing traffic volumes are projected to increase by an annual compounded growth rate of approximately 0.6 percent per year. As such, traffic volumes were increased by approximately four percent total (one-year buildout plus five years) to represent Year 2027 total projected conditions. A copy of the CMAP projections letter is included in the Appendix. The Year 2027 no-build traffic volumes are illustrated in Figure 7.

Year 2027 Total Projected Traffic Conditions The new development-generated traffic (Figures 6) was added to the Year 2027 no-build traffic volumes to determine the Year 2027 total projected traffic volumes. Figure 8 illustrates the Year 2027 total projected traffic volumes.

Town Center Redevelopment Buffalo Grove, Illinois

7] [6 N ) 5 E (5 A H

O R

N PAULINE

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

- AM PEAK HOUR (8:00-9:00 AM)

[00] - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM)

AVENUE

TOWNPLACE

3) (1

7] [1

PARKWAY

R O VE 37) [45] B U FFA LO G 20 (

NOT TO SCALE

] 49 )[ 7 3 (

33 (51) [66]

[1 35 ]

11 (17) [22]

6] 1 2)[ 1 8( 55] 42)[ 28 (

( 11 1)

22 (34) [44]

OLD CH ECK ER RO AD

( 10 2)

[1 32 ]

4] 28) [3 15 ( 3] 3 [ ) 7 2 14 (

RO AD

4] 44) [5 24 ( 3] 3 [ ) 5 2 16 (

LEGEND

[67] 54) 30 (

10 (17) [23]

SITE

3] 27) [3 14 ( 55] [ ) 2 4 28 (

THE GROVE

40 IL ROUTE 83 @ THE GROVE ACCESS DRIVE

Town Center Redevelopment Buffalo Grove, Illinois

Estimated Site-Generated Traffic Volumes

45] 36) [ 20 ( 45] [ 37) 20 ( COOK

] 67 )[ 55 (

] 90 )[ 73 (

E LAK D ROA

2] [2 ) 5] 18 ( [4 10 37) ( 20

9] [5 ) 45 (

64 (97) [127]

[126] 102) 56 ( 4] 44) [5 24 (

16 (25) [33]

[29] 22) ( ] 15 [65 50) ( 8 33 8 [ ] 67) ( 44

ACCESS DRIVE

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 6

7] 9] 70 [1 ) [ 5 7] 2) (1 (60 [4 N 6 9 9) E A H 68 (3 C O 7 5 M R

[00] - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM)

] [5 ] ) 4 [9 ( 1 0) 15] [ (1 7 11) ( 12

2] 31) [5 11 ( 61] 22) [6 6 ( 6 67 8] 4 [ ) 1 2 26 (

RO AD

16 (9) [45] 1 (6) [15] 10 (10) [16]

24 (37) [37] 15 (46) [46]

46] 38)[ 2( 1 7] 1 9)[ 2( 1

0] 52) [8 27 ( 7] 2 8 [ ) 830 464 ( ] 14) [5 3 (

87] 38)[ 38 (

40 (82) [74]

9) [7] 5 ( [626] 565) 662 ( 2] 2 1 90) [ 49 (

THE GROVE ACCESS DRIVE

24 (66) [75] 0 (6) [16] 46 (98) [153]

0 (4) [15]

9] 22) [2 11 ( 1] 4 6 [ 802) 434 ( 152] [ ) 7 9 65 (

1 (11) [14] 10 (19) [36]

SITE

IL ROUTE 83 @ THE GROVE ACCESS DRIVE

] [149 84) ( 71] 4 [ 29 ) 446 ] ( 8 2 6 [ 80 4 07) 2 ( 283

29 (31) [31] 30 (53) [62]

[49] 60) 20 ( 435] [ 474) ( 337 [78] 74) 58 (

25 (31) [19]

8] [17 5) 2] 4 0 1 ( 10 99 ) [ 124] 2 7 10 )[ ( 170 32 ( 16 3 13

74] 1 89) [ 1 22] 66 ( 1 1 )[ 9 4 6 1 ( 990 66] 54) [ 31 ( COOK

E LAK D ROA

3] [16 ] 5) 470 7 1 [ ( 1] 4 7) [2 15 ( 58 4) 1 ( 9 37 14

27) [14] 15 ( 3] 537) [36 1 40 ( VE ] 8 3 [ LO G R O 45) 25 ( B U FFA

OLD CH ECK ER RO AD

NOT TO SCALE

AVENUE

TOWNPLACE PARKWAY

] 13 )[ 21 110] ( [ 9 6] 9) 76 [10 ( ) 7 91 ( 41 43

- AM PEAK HOUR (8:00-9:00 AM)

8] [5 ] ) 3 8 7 [2 ] ( ) 7 48 ( [5 26 ) 10 ( 46 PAULINE 29

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

LEGEND

Town Center Redevelopment Buffalo Grove, Illinois

Year 2027 No-Build Traffic Volumes

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 7

4] 9] 77 [ [1 ) 2) 0 7] (1 66 [4 ( ) N 6 9 8 E A H 71 (3 C O 7 5 M R

[00] - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM)

2] [2 ] ) [9 7 (1 0) 15] 1 [ ( 0 1 7 11) ( 12

6] 59) [8 26 ( 94] 49) [6 6 ( 0 69 8] 21) [4 26 (

RO AD

16 (9) [45] 1 (6) [15] 10 (10) [16]

46 (71) [81]

62] 50)[ 20 ( 7] 1 9)[ 2( 1

26 (63) [68]

42] 1 80)[ 66 (

34] 96) [1 51 ( 60] 8 [ ) 855 480 ( ] 14) [5 3 (

73 (133) [140]

SITE

THE GROVE ACCESS DRIVE

78] ) [1 ] 106 ( [536 44 ) 6 49 ( 68] 2 [ 501 ) 274 ( 327

0] 36) [4 19 ( [681] ) 7 0 6 690 ( 2] 2 1 90) [ 49 (

30 (53) [62]

9] 6) [4 20 ( 5] 3 4 [ 474) ( 337 4 [1 5] 128) 88 (

25 (31) [19] 39 (48) [54]

24 (66) [75] 0 (6) [16]

IL ROUTE 83 @ THE GROVE ACCESS DRIVE

9] [5 29

0 (4) [15] 74 (116) [163]

) 45 (

17 (36) [47]

155] 124) [ 67 ( 695] [ 846) 458 ( 152] [ ) 7 9 65 (

46 (98) [153]

9] 21 [ 225) 67] 1 86 ( 1 [ ) 686 1 0 ( 01 1 66] 54) [ 31 ( COOK

] 67 )[ 55 (

8] [25 ] 2 8) 0 6 2 ( 10 ) [ 124] 139 92 [ 0 1 ) ( 170 32 ( 16 133

E LAK D ROA

5] [18 ] 3) 515 9 1 [ ( ] 4 4) 21 16 62 4) [ ( 1 9 ( 39 14

27) [14] 15 ( 3] 537) [36 1 40 ( VE ] 3 8 [ LO G R O 82) 45 ( B U FFA

OLD CH ECK ER RO AD

NOT TO SCALE

AVENUE

TOWNPLACE PARKWAY

] 13 )[ ] 21 9 ( 5 [1 9 6) 106] 0 8 [ ( ) 1 91 ( 44 43

- AM PEAK HOUR (8:00-9:00 AM)

8] [5 ] ) 3 8 7 [2 ] ( ) 7 48 ( [5 26 ) 10 ( 46 PAULINE 29

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

LEGEND

Town Center Redevelopment Buffalo Grove, Illinois

Year 2027 Total Projected Traffic Volumes

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 8

5. Traffic Analysis and Recommendations The following provides an evaluation conducted for the weekday morning, weekday evening, and Saturday midday peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modifications are required.

Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning, weekday evening, and Saturday midday peak hours for the existing (Year 2021), no-build, and Year 2027 total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 6th Edition and analyzed using the Synchro/SimTraffic 11 software. To determine the average overall vehicle delay and levels of service, the analysis for the traffic-signal controlled intersections of McHenry Road with Townplace Parkway/Pauline Avenue and Buffalo Grove with Old Checker Road were accomplished using actual cycle lengths, phasings and offsets. Due to the ongoing construction along Lake Cook Road, the intersection of Lake Cook Road with McHenry Road was analyzed utilizing the traffic signal timings summarized in the November 2012 Intersection Design Study for the intersection, and the intersection of McHenry Road with the Town Center access drive were accomplished utilizing estimated phasings, offsets and reflected the proposed cycle lengths at the intersection of Lake Cook Road with McHenry Road. The analyses for the unsignalized intersections determine the average control delay to vehicles 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 from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing, no-build and total projected conditions are presented in Tables 7 through 11. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix.

Town Center Redevelopment Buffalo Grove, Illinois

F 93.0

F 95.7

F 85.1

F 88.1

E 76.0

E 77.8

F 87.2

E 75.7

E 77.9

A 7.0

A 5.7

A 4.0

A 4.9

A 4.8

A 3.8

A 5.1

A 4.9

A 4.0

L – Left Turns T – Through

B 15.0 B – 17.5 B 12.8 B – 18.5 B 10.8 C – 20.7 B 15.9 B – 18.3 B 12.8 B – 18.4 B 10.5 C – 20.6 B 14.7 B – 19.0 B 15.0 C – 25.8 C 20.0 C – 30.9

Town Center Redevelopment Buffalo Grove, Illinois

Letter denotes Level of Service Delay is measured in seconds.

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

B 19.0 B – 19.4 B 15.8 B – 16.2 B 11.3 B – 13.6 B 19.3 B – 19.7 B 17.0 B – 17.2 B 11.1 B – 13.4 C 20.1 C – 20.3 C 26.2 C – 24.9 C 25.5 C – 24.7 R – Right Turns

E 76.1

E 70.4

E 70.3

E 77.5

E 68.4

E 61.7

E 77.1

E 68.8

E 62.1

A 4.7

A 4.0

A 5.3

A 4.1

A 5.5

A 4.2

A 5.7

D 51.3 D – 45.3 D D 42.1 52.4 D – 50.1 D D 40.0 46.7 D – 45.1 C D 30.5 52.2 D – 46.1 D D 45.5 54.0 D – 52.1 D D 43.9 47.0 D – 46.3 C D 29.8 51.7 D – 45.5 D E 45.5 75.2 E – 68.3 C D 32.0 53.5 D – 48.0

C 29.9

E 57.1

E 73.4

D 42.6

F 82.9

F 87.4

D 37.5

E 67.5

E 72.2

C 33.2

D 40.7 D – 38.0 D 44.0 D – 52.0 D 47.4 D – 53.6 D 41.0 D – 39.7 D 44.8 E – 56.7 D 50.8 E – 60.8 C 34.0 D – 37.2 D 39.5 D – 50.1 D 47.3 D – 50.6

Table 7 CAPACITY ANALYSIS RESULTS – LAKE COOK ROAD WITH MCHENRY ROAD – SIGNALIZED Eastbound Westbound Northbound Southbound Peak Hour L T R L T R L TR L T R

Year 2021 Base Conditions

Year 2027 No-Build Conditions

Year 2027 Total Projected Conditions

D – 36.2

D – 36.4

C – 26.3

C – 30.8

C – 29.3

C – 26.1

C – 29.2

C – 27.8

C – 25.3

Overall

B 17.0

B 19.9

C 21.2

B 17.0

B 18.5

B 20.0

B 17.0

B 19.2

B 20.0

L – Left Turns T – Through

C 28.2 A – 9.0 C 31.2 C – 29.1 C 28.3 C – 26.5 C 28.2 C – 27.8 C 29.8 C – 27.9 C 28.3 C – 26.5 C 27.7 C – 25.5 C 29.2 C – 24.9 C 28.3 C – 26.5

Town Center Redevelopment Buffalo Grove, Illinois

Letter denotes Level of Service Delay is measured in seconds.

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

C 30.3 A – 3.4 C 29.8 C – 26.7 C 27.4 C – 24.4 C 30.3 C – 27.4 C 30.8 C – 27.9 C 27.4 C – 24.4 C 30.3 C – 27.3 C 30.8 C – 27.8 C 27.4 C – 24.4 R – Right Turns

C 20.1

C 20.2

C 21.5

C 20.1

C 21.2

C 21.8

C 20.1

C 22.4

C 21.8

A 6.8

A 5.6

A 6.8

A 5.3

A 6.8

A 6.3

A 5.3

A 9.1 A – 9.0 B 12.2 B – 12.1 B 13.7 B – 13.6 A 9.2 A – 9.1 B 13.1 B – 12.9 B 14.0 B – 13.9 A 9.5 A – 9.4 B 13.1 B – 12.9 B 14.6 B – 14.5 A 3.4

A 3.1

A 1.3

A 3.3

A 3.1

A 1.2

A 3.3

A 3.1

A 1.2

A 3.6 A – 3.4 A 5.9 A – 5.7 A 5.4 A – 5.3 A 3.6 A – 3.4 A 6.2 A – 6.0 A 5.4 A – 5.3 A 4.0 A – 3.8 A 6.2 A – 6.0 A 5.4 A – 5.2 A 5.4

A 6.2

A 4.3

A 5.4

A 6.2

A 3.8

A 5.5

A 6.0

A 3.8

Table 8 CAPACITY ANALYSIS RESULTS – MCHENRY ROAD WITH TOWNPLACE PARKWAY – SIGNALIZED Eastbound Westbound Northbound Southbound Peak Hour L T R L T R L TR L T R

Year 2021 Base Conditions

Year 2027 No-Build Conditions

Year 2027 Total Projected Conditions

B 11.6

B 11.7

A 7.7

B 11.2

B 11.7

A 7.4

B 11.2

B 11.1

A 7.4

Overall

C 27.0

C 33.7

C 34.2

C 31.6

D 36.5

D 44.0

C 31.6

D 36.5

D 44.0

L – Left Turns T – Through

D 54.6 D – 53.7 E 56.0 D – 49.5 E 58.6 D – 52.9 D 54.6 D – 53.7 D 56.0 D – 49.5 D 58.6 D – 52.9 E 60.7 E – 55.8 E 70.5 E – 62.0 E 63.6 E – 56.0

Town Center Redevelopment Buffalo Grove, Illinois

Letter denotes Level of Service Delay is measured in seconds.

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

D 54.4 D – 51.9 D 51.4 D – 48.2 D 44.1 D – 42.7 D 54.4 D – 51.9 D 51.4 D – 48.2 D 43.5 D – 42.5 D 45.4 D – 39.9 D 45.5 D – 40.8 D 37.2 C – 34.4 R – Right Turns

C 32.6

D 37.4

D 37.1

D 41.9

D 45.8

D 50.6

D 41.9

D 45.8

D 50.6

A 9.9

A 3.9

A 2.6

A 4.4

A 2.2

A 0.9

A 4.3

A 2.2

A 1.1

A 3.4 A – 3.0 A 4.7 A – 4.3 A 6.7 A – 5.7 A 2.9 A – 2.5 A 4.8 A – 4.4 A 7.1 A – 6.0 A 4.1 A – 3.6 A 7.0 A – 6.3 B 11.5 B – 10.1 A 3.7

A 2.5

A 1.4

A 1.9

A 1.5

A 0.6

A 1.9

A 1.5

A 0.5

A A 5.0 3.2 A – 4.8 A A A 5.9 9.0 5.9 A – 8.5 A B A 8.3 12.3 8.1 B – 11.6 A A A 3.0 5.1 3.2 A – 4.9 A A A 6.0 9.0 5.9 A – 8.6 A B A 8.4 12.4 8.4 B – 11.7 A B A 6.5 12.0 6.5 B – 11.5 A B A 8.6 13.9 7.4 B – 12.9 B C B 12.9 20.5 11.9 B – 19.0

A 3.0

Table 9 CAPACITY ANALYSIS RESULTS – MCHENRY ROAD WITH ACCESS DRIVE – SIGNALIZED Eastbound Westbound Northbound Southbound Peak Hour L T R L T R L TR L T R

Year 2021 Base Conditions

Year 2027 No-Build Conditions

Year 2027 Total Projected Conditions

C – 20.3

B – 15.4

B – 12.4

B – 14.6

B – 10.9

A – 6.9

B – 14.6

B – 11.0

A – 7.1

Overall

C 23.9

C 24.0

C 22.5

C 22.7

C 23.7

C 20.8

C 22.6

C 23.4

C 20.5

L – Left Turns T – Through

C 20.2 C – 20.3 C 23.9 C – 23.8 C 23.9 C – 23.7 C 20.5 C – 20.6 C 24.3 C – 24.2 C 24.1 C – 23.9 C 22.7 C – 22.7 C 25.6 C – 25.3 C 28.1 C – 27.5

Town Center Redevelopment Buffalo Grove, Illinois

Letter denotes Level of Service Delay is measured in seconds.

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

C 20.3 C – 20.3 C 23.8 C – 24.7 C 23.3 C – 24.0 C 20.5 C – 20.6 C 24.2 C – 25.0 C 23.5 C – 24.2 C 23.1 C – 23.9 C 27.2 C – 29.2 C 29.9 C – 34.3 R – Right Turns

D 39.0

C 31.1

C 24.7

C 25.1

C 25.9

C 20.6

C 24.9

C 25.5

C 20.3

A 4.5

A 4.2

A 4.3

A 3.8

A 4.3

A 3.8

A 7.1 A – 6.9 A 9.4 A – 8.9 A 8.4 A – 8.1 A 7.1 A – 6.9 A 9.4 A – 8.9 A 8.4 A – 8.1 A 9.6 A – 9.4 A 10.8 A – 10.7 B 11.9 B – 11.3 A 5.1

A 4.7

A 4.3

A 4.2

A 3.7

A 4.3

A 4.2

A 3.7

A 5.7 A – 5.6 A 9.5 A – 9.1 A 9.4 A – 8.9 A 5.7 A – 5.6 A 9.4 A – 9.0 A 9.4 A – 8.9 A 7.0 A – 6.7 A 7.0 A – 6.7 A 9.8 A – 8.9

B 16.4

B 13.3

B 11.2

B 11.8

B 11.9

A 8.5

B 11.8

B 11.9

A 8.6

Table 10 CAPACITY ANALYSIS RESULTS – BUFFALO GROVE ROAD WITH OLD CHECKER ROAD – SIGNALIZED Eastbound Westbound Northbound Southbound Peak Hour Overall L T R L T R L TR L T R

Year 2021 Base Conditions

Year 2027 No-Build Conditions

Year 2027 Total Projected Conditions

Table 11 CAPACITY ANALYSIS RESULTS – MCHENRY ROAD WITH OLD CHECKER ROAD Weekday Weekday Saturday Morning Evening Midday Peak Hour Peak Hour Peak Hour Intersection

LOS

Delay

LOS

Delay

LOS

Delay

Existing Conditions •

Eastbound Left Turn

19.5

24.9

36.3

•

Eastbound Through/Right Turn

13.9

14.2

16.9

•

Westbound Approach

13.5

22.7

25.8

•

Northbound Left Turn

9.7

9.2

9.7

•

Southbound Left Turn

8.5

9.9

10.0

Year 2027 No-Build Conditions •

Eastbound Through/Left Turn

20.1

25.8

38.3

•

Eastbound Right Turn

14.2

14.5

17.4

•

Westbound Approach

13.7

23.6

27.2

•

Northbound Left Turn

9.8

9.3

9.8

•

Southbound Left Turn

8.5

10.0

10.2

Year 2027 Projected Conditions •

Eastbound Through/Left Turn

22.4

34.9

73.7

•

Eastbound Right Turn

14.3

14.6

20.5

•

Westbound Approach

14.8

29.4

41.2

•

Northbound Left Turn

10.1

9.9

10.7

•

Southbound Left Turn

8.6

10.2

10.4

LOS = Level of Service Delay Measured in Seconds

Town Center Redevelopment Buffalo Grove, Illinois

Discussion and Recommendations The following is an evaluation of the analyzed intersections based on the projected traffic volumes and the capacity analyses performed. McHenry Road with Lake Cook Road The results of the capacity analysis indicate that overall (with the proposed geometric improvements and proposed signal timings as outlined in the November 2012 IDS) this intersection currently operates at the acceptable level of service (LOS) C during the weekday morning, weekday evening and Saturday midday peak hours. Under Year 2027 no-build conditions, this intersection is projected to continue operating at LOS C during the weekday morning, weekday evening and Saturday midday peak hours with increases in delay of approximately one, two, and two seconds, respectively over existing conditions. Under Year 2027 total projected conditions, this intersection overall is projected to continue operating at LOS C during the weekday morning peak hour and is projected to operate at LOS D during the weekday evening and Saturday midday peak hours with increases in delay of less than one second, approximately six seconds, and approximately ten seconds over no-build conditions. Furthermore, the Lake Cook Road approaches are projected to continue operating at LOS C or better during the peak hours and the McHenry Road approaches are projected to continue operating at LOS D or better during the peak hours with the exception of the northbound approach during the weekday evening peak hour which is projected to operate at LOS E. However, this level of service is a result of the majority of green time being allocated to the Lake Cook Road approaches, which as previously indicated is classified as a Strategic Regional Arterial. As such, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed redevelopment and no additional geometric improvements will be required. McHenry Road with Townplace Parkway/Pauline Avenue The results of the capacity analysis indicate that overall this intersection currently operates at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours. Under Year 2027 no-build and total projected conditions, this intersection overall is projected to continue operating at existing levels of service during the peak hours with increases in delay of less than one second. Furthermore, all of the approaches are projected to continue operating at LOS C or better during the peak hours. As such, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed redevelopment and no roadway improvements or signal modifications will be required. McHenry Road with Signalized Access Drive The results of the capacity analysis indicate that overall, this intersection currently operates at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours. Under Year 2027 no-build conditions, this intersection overall is projected to continue operating at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours with increases in delay of less than one second. Town Center Redevelopment Buffalo Grove, Illinois

Under Year 2027 total projected conditions, this intersection overall is projected to operate at LOS B during the weekday morning and weekday evening peak hours and at LOS C during the Saturday midday peak hour with increases in delay of approximately two, one and eight seconds, respectively over no build conditions. Furthermore, the northbound and southbound approaches are projected to continue operating at LOS B or better during the peak hours and the eastbound and westbound approaches are projected to operate at LOS E or better during the peak hours. However, it should be noted that the resulting LOS E is expected for an access driveway that has a signalized intersection with a major arterial roadway such as McHenry Road. This is due to the majority of green time being allocated to the McHenry Road approaches. It should be noted that the eastbound approach currently has an internal intersection with the northsouth drive aisle serving the shopping center approximately 80 feet west of McHenry Road and this configuration will be maintained upon buildout of the proposed shopping center. Under existing conditions, the northbound and southbound approaches are under stop-sign control and inbound movements from McHenry Road operate under a free flow conditions. The results of the capacity analyses indicate that the 95th percentile queues for the eastbound approach at McHenry Road are projected to be 50 to 80 feet which can be accommodated without blocking inbound traffic and will not impact any parking spaces. However, in order to further clarify the operations of the internal connection, signage should be provided for the northbound and southbound driveaisle approaches that inform drivers that inbound movements from McHenry Road do not stop. Overall, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed redevelopment and will ensure efficient and flexible access is provided. Buffalo Grove Road with Old Checker Road The results of the capacity analysis indicate that overall, this intersection currently operates at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours. Under Year 2027 no-build condition, this intersection overall is projected to continue operating at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours with increase in delay of less than one second. Under Year 2027 total projected conditions, this intersection overall is projected to operate at LOS B during all three peak hours with increases in delay of approximately five seconds or less. Furthermore, all of the approaches are projected to continue operating at LOS C or better during the peak hours with increases in delay of approximately ten seconds or less over existing conditions. As such, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed redevelopment and will ensure efficient and flexible access is provided. No roadway improvements or signal modifications will be required at this intersection.

Town Center Redevelopment Buffalo Grove, Illinois

McHenry Road with Old Checker Road The results of the capacity analysis indicate that the eastbound movements at this intersection currently operate at LOS C or better during the weekday morning and weekday evening peak hours and at LOS E or better during the Saturday midday peak hour. Further, northbound and southbound left-turn movements operate at LOS B or better during both peak hours. Under Year 2027 no-build conditions, all movements are projected to continue to operate at LOS C or better during the weekday peak hours and LOS E or better during the Saturday midday peak hour. Under Year 2027 total projected conditions, eastbound and westbound movement are projected to operate at LOS D or better during the weekday morning and weekday evening peak hours. During the Saturday midday peak hour, the eastbound left turn is projected to operate at LOS F and the westbound approach is projected to operate at LOS E. This delay is typical and expected at the unsignalized intersection of a local road with an arterial road such as McHenry Road. However, this analysis does not take into consideration the signalized intersections along McHenry Road which will create gaps in the traffic stream, allowing vehicles to exit. Further, while eastbound and westbound vehicles may experience some delays, all movements are projected to operate with a volume to capacity (v/c) of less than one and 95th percentile queues of less than three vehicles indicating that vehicles will be able to turn. Lastly, during times of congestion, vehicles turning onto McHenry Road can utilize the signalized intersections of McHenry Road with Townplace Parkway to the north or the access drives to the south. As such, this access drive will be adequate in accommodating the traffic estimated to be generated by the full buildout of the proposed redevelopment and will ensure efficient and flexible access is provided.

Parking Evaluation As proposed, the development will provide a total of approximately 1,395 parking spaces consisting of 558 parking garage spaces and 837 surface parking spaces. It should be noted that the parking garage will be electronically gated. Of the 558 parking garage spaces, 518 parking spaces will be reserved for residents of the proposed dwelling units. Given the electronic gate restriction, the remaining 40 parking spaces within the garage will be assigned at the discretion of the residential developer. It is our understand that these spaces will be assigned to the employees of the residential building as well as the employees or patrons for the commercial space within the residential building. Furthermore, 70 angled parking spaces located along the east side of the residential building (within Lot 7), will be for use of the 16,000 square-feet of commercial space within the residential building. Overall, the proposed residential building will provide a total of 628 parking spaces and the remainder of the shopping center will provide 767 parking spaces. Village of Buffalo Grove Code Requirements Based on the Village of Buffalo Grove municipal code, multifamily residential developments are required to provide parking at a ratio of 1.7 spaces per unit. Furthermore, shopping centers are required to provide parking at a ratio of one space per 220 square feet and park spaces requires parking at one parking space per 5,000 square feet.

Town Center Redevelopment Buffalo Grove, Illinois

As such, the proposed residential building is required to provide a total of 505 residential parking spaces and 73 commercial parking spaces for a total of 578 parking spaces. Therefore, the proposed 518 residential parking spaces and 110 commercial parking spaces for the residential building will meet the Village parking requirements. For the remainder of the shopping center, the approximately 156,204 square feet of commercial space (inclusive of the existing and proposed land-uses) will require 710 parking spaces and the park space will require eight parking spaces for a total of 718 parking spaces. Therefore, the proposed 767 parking spaces will meet the Village Parking requirement. ITE Parking Generation Manual, 5th Edition Based on information published in the ITE, Parking Generation Manual, 5th Edition, multifamily residential, retail, restaurant, and office land-uses have the following estimated peak parking demands: • •

•

Multifamily Housing - Midrise o Weekday (Monday to Friday) – 1.31 spaces per dwelling unit o Saturday – 1.22 spaces per dwelling unit High Turnover Sit-Down Restaurant o Weekday (Monday to Thursday) – 9.44 spaces per 1,000 s.f. o Friday – 11.33 spaces per 1,000 s.f. o Saturday – 12.28 spaces per 1,000 s.f. Shopping Center o Weekday (Monday to Thursday) – 1.95 spaces per 1,000 s.f. o Friday – 2.61 spaces per 1,000 s.f. o Saturday – 2.91 spaces per 1,000 s.f. Supermarket o Weekday (Monday to Thursday) – 2.93 spaces per 1,000 s.f. o Friday – 4.59 spaces per 1,000 s.f. o Saturday – 3.64 spaces per 1,000 s.f. Fast Food Restaurant with Drive-Through o Weekday (Monday to Thursday) – 8.66 spaces per 1,000 s.f. o Friday – 12.41 spaces per 1,000 s.f. o Saturday – 9.18 spaces per 1,000 s.f. Office o Weekday (Monday to Friday) – 2.39 spaces per 1,000 s.f. o Saturday – 0.28 spaces per 1,000 s.f.

As such, the proposed residential building is projected to have the following average peak parking demands: •

Weekday o Residential: 389 spaces o Restaurant: 46 spaces o Retail: 22 spaces o Total: 457 spaces

Town Center Redevelopment Buffalo Grove, Illinois

•

Friday o Residential: 389 spaces o Restaurant: 56 spaces o Retail: 29 spaces o Total: 474 spaces Saturday o Residential: 362 spaces o Restaurant: 60 spaces o Retail: 32 spaces o Total: 454 spaces

Therefore, the proposed 518 residential parking spaces and 110 commercial parking spaces for the residential building will be adequate in accommodating the estimated peak parking demands. The remainder of the shopping center, inclusive of all existing commercial and office space and the proposed commercial space is projected to have the following average peak parking demands: •

•

Weekday o Supermarket: 126 spaces o Fast Food Restaurants with Drive-Through: 47 spaces o Shopping Center: 154 spaces o Restaurants: 167 spaces o Office: 27 spaces o Total: 521 spaces Friday o Supermarket: 197 spaces o Fast Food Restaurants with Drive-Through: 67 spaces o Shopping Center: 206 spaces o Restaurants: 201 spaces o Office: 27 spaces o Total: 698 spaces Saturday o Supermarket: 157 spaces o Fast Food Restaurants with Drive-Through: 50 spaces o Shopping Center: 229 spaces o Restaurants: 217 spaces o Office: 3 spaces o Total: 656

Therefore, the proposed 767 parking spaces will be adequate in accommodating the estimated average peak parking demand for the shopping center. Overall, the proposed 1,395 parking spaces will meet the Village parking requirements and will be adequate in accommodating the estimated average peak parking demands for the shopping center.

Town Center Redevelopment Buffalo Grove, Illinois

6. Conclusion Based on existing conditions and the traffic capacity analyses for the full buildout of the development, the findings and recommendations of this study are outlined below: •

The volume of traffic estimated by the proposed retail and restaurant development will be reduced due to internal capture and pass-by trips.

•

The results of the capacity analyses indicate that the existing roadway system will have sufficient reserve capacity to accommodate the traffic that will be generated by the proposed development.

•

The existing access system consisting of two signalized connections to McHenry Road, a signalized connection to Buffalo Grove Road, an unsignalized connection to McHenry Road, and a right-in/right-out connection to Lake Cook Road will be adequate in accommodating the traffic estimated to be generated by the proposed development and will ensure efficient and flexible access is provided.

•

Overall, the proposed 1,395 parking spaces will meet the Village parking requirements and will be adequate in accommodating the estimated average peak parking demands for the shopping center.

Town Center Redevelopment Buffalo Grove, Illinois

Appendix Traffic Count Summary Sheets Site Plan CMAP 2050 Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets

Traffic Count Summary Sheets

1:00 PM

1:15 PM

1:30 PM

1:45 PM

Hourly Total

4:30 PM

4:45 PM

Hourly Total

5:00 PM

5:15 PM

5:30 PM

Hourly Total

4:15 PM

8:45 AM

8:30 AM

8:15 AM

4:00 PM

8:00 AM

*** BREAK ***

7:45 AM

Hourly Total

109

146

124

Hourly Total

12:45 PM

12:30 PM

12:15 PM

7:30 AM

12:00 PM

113

7:15 AM

Hourly Total

11:45 AM

11:30 AM

7:00 AM

11:15 AM

Left

*** BREAK ***

U-Turn

11:00 AM

Start Time

181

221

200

716

182

164

183

187

788

180

219

185

204

781

238

205

194

144

698

181

162

200

155

685

155

201

155

174

716

187

188

176

165

120

Right

Peds

241

270

256

947

245

213

241

248

911

212

254

217

228

856

260

222

212

162

929

243

215

254

217

898

211

256

208

223

920

239

238

225

218

App. Total

U-Turn

Left

274

315

1139

278

271

298

292

478

122

129

116

111

396

102

113

110

781

219

167

219

176

814

217

182

238

177

775

206

177

202

190

Thru

154

140

119

127

Right

Westbound

Eastbound

Thru

Lake Cook Rd

Peds

304

357

352

1332

326

312

349

345

547

142

139

138

128

454

124

132

119

967

285

216

253

213

978

265

221

277

215

954

257

227

238

232

App. Total

U-Turn

113

103

105

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

102

405

108

101

209

185

307

327

304

Thru

Right

Northbound

McHenry Rd

Peds

126

143

127

530

135

131

137

127

302

109

270

426

113

120

449

118

117

100

114

415

119

105

102

App. Total

U-Turn

147

156

138

184

197

195

Left

279

258

248

308

292

Thru

104

Right

Southbound

McHenry Rd

Peds

121

153

128

479

110

118

130

121

430

129

106

100

402

116

109

558

140

144

125

149

609

132

168

139

170

586

144

159

143

140

App. Total

792

923

863

3288

816

774

857

841

2190

592

567

538

493

1982

571

531

485

395

2880

762

688

731

699

2934

726

762

724

722

2875

759

729

695

692

Int. Total

Count Name: McHenry Rd with Lake Cook Rd Site Code: Start Date: 12/18/2021 Page No: 1

0.0

% Buses

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.4

0.0

% Articulated Trucks

0.4

0.0

99.1

662

3.4

Articulated Trucks

Buses

0.0

100.0

% Lights

% Single-Unit Trucks

Lights

Single-Unit Trucks

0.1

Total %

10.4

668

0.2

Grand Total

Approach %

5:45 PM

Hourly Total

165

0.0

1.1

0.0

97.7

5035

26.5

79.9

5151

767

0.0

1.3

1.8

0.0

96.9

596

3.2

9.5

615

122

100.0

0.0

1.0

1.1

0.0

97.8

6308

33.1

6449

988

221

0.0

100.0

0.1

0.2

0.5

0.9

0.0

98.2

216

1.1

3.4

220

255

0.0

1.0

1.4

0.0

97.6

5410

28.5

84.8

5542

1159

0.0

1.2

1.8

0.1

96.9

739

3.9

11.7

763

121

100.0

290

0.0

1.0

1.4

0.0

97.6

6375

33.6

6535

1303

0.0

0.1

1.4

0.1

98.3

699

3.7

24.6

711

126

0.0

0.3

0.9

0.1

98.8

2079

10.8

72.7

2105

368

0.0

1.3

0.0

98.8

0.4

2.8

100.0

0.0

0.2

1.0

0.1

98.7

2857

14.9

2896

504

108

0.0

100.0

0.0

0.1

0.0

0.1

0.9

0.1

98.9

1147

6.0

32.3

1160

143

0.0

0.4

0.5

0.0

99.0

1987

10.3

55.9

2008

315

0.0

1.0

0.7

0.0

98.3

412

2.2

11.7

419

100.0

0.0

0.4

0.7

0.1

98.9

3549

18.4

3590

526

124

743

0.0

0.8

153

1.1

220

0.0

98.0

19089

19470

3321

0.735

0.0

0.000

8:30 AM

8:45 AM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

2.0

0.0

98.0

2.3

5.5

8:15 AM

Left

U-Turn

8:00 AM

Start Time

0.0

1.6

2.2

0.0

96.2

758

0.900

36.0

86.5

788

180

219

185

204

0.0

2.7

0.0

94.5

0.869

3.3

8.0

Right

100.0

Peds

0.0

1.8

2.1

0.0

96.2

876

0.897

41.6

911

212

254

217

228

App. Total

0.000

0.0

U-Turn

0.0

5.9

0.0

94.1

0.531

0.8

3.1

Left

0.0

3.1

4.4

0.0

92.5

442

0.926

21.8

87.4

478

122

129

116

111

Thru

0.0

5.8

7.7

0.0

86.5

0.722

2.4

9.5

Right

Westbound

Eastbound

Thru

Lake Cook Rd

100.0

Peds

0.0

3.5

4.6

0.0

92.0

503

0.963

25.0

547

142

139

138

128

App. Total

0.000

0.0

U-Turn

0.0

3.5

1.2

95.3

0.664

3.9

28.1

Left

0.0

1.4

3.3

0.5

94.7

198

0.716

9.5

69.2

209

Thru

0.0

100.0

0.500

0.4

2.6

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

100.0

Peds

0.0

1.0

3.3

0.7

95.0

287

0.693

13.8

302

109

App. Total

0.000

0.0

U-Turn

0.0

0.6

0.0

98.7

154

0.765

7.1

36.3

156

Left

0.0

0.8

1.2

0.0

98.1

253

0.849

11.8

60.0

258

Thru

0.0

100.0

0.667

0.7

3.7

Right

Southbound

McHenry Rd

100.0

Peds

0.0

0.7

0.9

0.0

98.4

423

0.833

19.6

430

129

106

100

App. Total

0.0

1.9

2.6

0.1

95.4

2089

0.925

2190

592

567

538

493

Int. Total

Count Name: McHenry Rd with Lake Cook Rd Site Code: Start Date: 12/18/2021 Page No: 3

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

% Articulated Trucks

0.0

100.0

2.9

9.9

Articulated Trucks

0.0

% Single-Unit Trucks

0.0

% Buses

Single-Unit Trucks

0.375

PHF

Buses

0.1

Total %

0.3

Approach %

100.0

Total

Lights

5:15 PM

% Lights

0.836

5:00 PM

4:45 PM

Left

U-Turn

4:30 PM

Start Time

0.0

1.3

0.9

0.0

97.8

750

0.868

22.7

77.9

767

221

200

182

164

0.0

0.9

0.0

98.3

115

0.860

3.5

11.9

117

Right

Peds

0.0

1.1

0.8

0.0

98.1

965

0.911

29.1

984

270

256

245

213

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.712

1.1

2.7

Left

0.0

0.9

1.4

0.0

97.6

1151

0.936

34.9

87.5

1179

315

278

271

Thru

0.0

100.0

131

0.936

3.9

9.7

131

Right

Westbound

Eastbound

Thru

Lake Cook Rd

Peds

0.0

0.8

1.3

0.0

97.9

1319

0.943

39.9

1347

357

352

326

312

App. Total

0.000

0.0

U-Turn

0.0

1.7

0.0

98.3

119

0.776

3.6

22.6

121

Left

0.0

0.5

0.0

99.5

403

0.938

12.0

75.6

405

102

108

Thru

0.0

100.0

0.625

0.3

1.9

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

100.0

Peds

0.0

0.7

0.0

99.3

532

0.937

15.9

536

143

127

135

131

App. Total

0.0

100.0

0.250

0.0

0.2

U-Turn

0.0

1.4

0.0

98.6

140

0.826

4.2

27.9

142

Left

0.0

1.0

0.3

0.0

98.7

304

0.802

9.1

60.5

308

Thru

0.0

1.7

0.0

98.3

0.906

1.7

11.4

Right

Southbound

McHenry Rd

Peds

0.0

0.8

0.6

0.0

98.6

502

0.832

15.1

509

153

128

110

118

App. Total

0.0

0.8

0.9

0.0

98.3

3318

0.914

3376

923

863

816

774

Int. Total

Count Name: McHenry Rd with Lake Cook Rd Site Code: Start Date: 12/18/2021 Page No: 4

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.8

0.0

% Articulated Trucks

0.0

99.2

4.1

13.2

122

Articulated Trucks

0.0

% Single-Unit Trucks

0.0

% Buses

Single-Unit Trucks

0.250

PHF

Buses

121

0.0

Total %

0.1

Approach %

100.0

Total

Lights

12:30 PM

% Lights

0.924

12:15 PM

12:00 PM

Left

U-Turn

11:45 AM

Start Time

0.0

0.3

0.4

0.0

99.3

712

0.892

24.2

77.4

717

201

155

174

187

0.0

1.2

4.7

0.0

94.2

0.860

2.9

9.3

Right

Peds

0.0

0.4

0.8

0.0

98.8

915

0.904

31.2

926

256

208

223

239

App. Total

0.0

100.0

0.500

0.1

0.4

U-Turn

2.3

0.0

97.7

0.768

1.4

4.4

Left

0.0

0.2

0.6

0.0

99.1

796

0.843

27.1

82.8

803

182

238

177

206

Thru

0.0

2.5

0.8

0.0

96.7

116

0.833

4.0

12.4

120

Right

Westbound

Eastbound

Thru

Lake Cook Rd

Peds

0.1

0.5

0.6

0.0

98.8

958

0.875

32.7

970

221

277

215

257

App. Total

0.000

0.0

U-Turn

0.0

1.8

0.0

98.2

110

0.903

3.8

24.9

112

Left

0.0

0.9

0.0

99.1

321

0.920

10.9

72.0

324

Thru

0.0

100.0

0.875

0.5

3.1

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

1.1

0.0

98.9

445

0.945

15.2

450

117

100

114

119

App. Total

0.000

0.0

U-Turn

0.0

0.5

0.0

99.5

192

0.894

6.5

31.1

193

Left

0.0

0.3

0.0

99.4

323

0.913

11.0

52.3

325

Thru

0.0

1.0

0.0

99.0

102

0.805

3.5

16.6

103

Right

Southbound

McHenry Rd

100.0

Peds

0.0

0.3

0.0

99.4

617

0.913

20.9

621

168

139

170

144

App. Total

0.0

0.4

0.7

0.0

98.9

2935

0.973

2967

762

724

722

759

Int. Total

Count Name: McHenry Rd with Lake Cook Rd Site Code: Start Date: 12/18/2021 Page No: 3

1:00 PM

1:15 PM

1:30 PM

1:45 PM

Hourly Total

*** BREAK ***

4:00 PM

4:15 PM

4:30 PM

4:45 PM

Hourly Total

5:00 PM

5:15 PM

5:30 PM

8:30 AM

8:45 AM

8:15 AM

Hourly Total

8:00 AM

7:45 AM

Hourly Total

12:45 PM

12:30 PM

12:15 PM

7:30 AM

12:00 PM

7:15 AM

Hourly Total

11:45 AM

11:30 AM

7:00 AM

11:15 AM

Thru

Right

Peds

App. Total

U-Turn

113

135

161

Left

Thru

101

Right

Peds

Westbound

Eastbound

Left

*** BREAK ***

U-Turn

11:00 AM

Start Time

Shopping Center East Drive

Shopping Center West Drive

174

202

239

266

App. Total

U-Turn

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

117

116

120

523

124

133

132

134

240

230

424

102

110

128

375

111

103

382

104

101

100

Thru

100

131

159

143

Right

Northbound

McHenry Rd

Peds

149

142

152

647

158

160

164

165

316

269

590

149

147

125

169

574

150

160

118

146

541

144

139

118

140

App. Total

U-Turn

121

134

Left

105

362

100

365

103

385

125

404

112

101

413

102

115

418

113

110

103

Thru

Right

Southbound

McHenry Rd

Peds

121

120

129

455

118

122

104

111

419

113

118

409

131

104

534

137

116

146

135

543

132

129

139

143

559

150

142

133

134

App. Total

318

312

344

1316

321

328

338

329

816

233

223

205

155

731

228

183

172

148

1373

350

319

339

365

1428

360

364

351

353

1401

370

347

338

346

Int. Total

Count Name: McHenry Rd with Shopping Center Drives Site Code: Start Date: 12/18/2021 Page No: 1

0.0

% Buses

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

% Articulated Trucks

2.0

0.0

98.0

0.6

Articulated Trucks

Buses

0.0

100.0

% Lights

% Single-Unit Trucks

Lights

Single-Unit Trucks

0.0

Total %

19.6

0.4

Grand Total

Approach %

5:45 PM

Hourly Total

0.0

100.0

0.5

15.2

0.0

1.9

0.0

98.1

159

1.9

64.8

162

100.0

0.0

1.6

0.0

98.4

246

3.0

250

0.0

0.6

0.0

99.4

665

8.0

57.1

669

100

0.0

100.0

0.6

4.1

0.0

100.0

455

5.5

38.8

455

0.0

0.3

0.0

99.7

1168

14.0

1172

177

0.0

100.0

0.2

0.5

0.0

1.3

0.0

98.7

153

1.9

4.4

155

102

0.0

0.8

1.2

0.1

97.9

2575

31.5

74.8

2629

455

0.0

0.1

0.6

0.0

99.3

709

8.6

20.3

714

100.0

0.0

0.6

1.1

0.1

98.3

3454

42.1

3515

578

135

0.0

100.0

0.0

0.5

0.2

0.0

99.4

620

7.5

18.3

624

0.0

0.5

0.8

0.1

98.6

2698

32.8

80.2

2735

388

0.0

100.0

0.6

1.4

100.0

0.0

0.5

0.6

0.1

98.8

3368

40.8

3409

490

120

307

0.0

0.5

0.8

0.0

98.7

8236

8346

1281

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

% Articulated Trucks

0.0

100.0

0.9

20.0

Articulated Trucks

0.0

% Single-Unit Trucks

0.0

% Buses

Single-Unit Trucks

0.250

PHF

Buses

0.1

Total %

1.5

Approach %

100.0

Total

Lights

12:30 PM

% Lights

0.650

12:15 PM

12:00 PM

Left

U-Turn

0.0

100.0

0.625

1.0

23.1

Thru

0.0

5.6

0.0

94.4

0.692

2.5

55.4

Right

Peds

0.0

3.1

0.0

96.9

0.813

4.5

App. Total

0.000

0.0

U-Turn

0.0

100.0

153

0.832

10.6

62.7

153

Left

0.0

100.0

0.571

1.1

6.6

Thru

0.0

100.0

0.647

5.2

30.7

Right

Peds

Westbound

Eastbound

11:45 AM

Start Time

Shopping Center East Drive

Shopping Center West Drive

0.0

100.0

244

0.824

17.0

244

App. Total

0.0

100.0

0.500

0.1

0.4

U-Turn

0.0

3.7

0.0

96.3

0.614

1.9

4.8

Left

0.0

1.3

0.0

97.4

377

0.872

26.9

68.1

387

111

103

104

Thru

0.0

100.0

152

0.927

10.6

26.8

152

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.9

1.1

0.0

98.1

557

0.888

39.5

568

160

118

146

144

App. Total

0.0

100.0

0.250

0.1

0.2

U-Turn

0.0

100.0

121

0.864

8.4

21.6

121

Left

0.0

0.2

0.0

99.5

430

0.939

30.0

77.0

432

102

115

113

Thru

0.0

100.0

0.583

0.5

1.2

Right

Southbound

McHenry Rd

100.0

Peds

0.0

0.2

0.0

99.6

559

0.935

39.0

561

129

139

143

150

App. Total

0.0

0.4

0.6

0.0

99.0

1423

0.972

1438

364

351

353

370

Int. Total

Count Name: McHenry Rd with Shopping Center Drives Site Code: Start Date: 12/18/2021 Page No: 3

0.250

100.0

0.0

0.000

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

0.1

9.1

8:30 AM

Total

8:15 AM

Left

0.000

0.0

Thru

0.0

100.0

0.417

1.2

90.9

Right

Peds

0.0

100.0

0.458

1.3

App. Total

0.000

0.0

U-Turn

0.0

2.2

0.0

97.8

0.676

5.6

65.7

Left

0.000

0.0

Thru

0.0

100.0

0.667

2.9

34.3

Right

Peds

Westbound

Eastbound

8:45 AM

U-Turn

8:00 AM

Start Time

Shopping Center East Drive

Shopping Center West Drive

0.0

1.4

0.0

98.6

0.673

8.6

App. Total

0.0

100.0

0.500

0.7

1.9

U-Turn

0.0

100.0

0.625

0.6

1.6

Left

0.0

2.1

4.6

0.4

92.9

223

0.822

29.4

75.9

240

Thru

0.0

1.5

0.0

96.9

0.580

8.0

20.6

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

1.9

3.8

0.3

94.0

297

0.859

38.7

316

App. Total

0.000

0.0

U-Turn

0.0

2.0

0.0

95.9

0.817

6.0

11.7

Left

0.0

0.8

0.0

98.4

359

0.886

44.7

87.1

365

103

Thru

0.0

100.0

0.417

0.6

1.2

Right

Southbound

McHenry Rd

100.0

Peds

0.0

1.0

0.0

98.1

411

0.888

51.3

419

113

118

App. Total

0.0

1.2

2.1

0.1

96.6

788

0.876

816

233

223

205

155

Int. Total

Count Name: McHenry Rd with Shopping Center Drives Site Code: Start Date: 12/18/2021 Page No: 4

0.688

0.0

0.000

5:00 PM

5:15 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

0.8

32.4

4:45 PM

Left

U-Turn

0.0

100.0

0.333

0.3

11.8

Thru

0.0

100.0

0.594

1.5

55.9

Right

Peds

0.0

100.0

0.773

2.6

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.742

7.5

57.6

Left

0.0

100.0

0.500

0.5

3.5

Thru

0.0

100.0

0.825

5.1

38.8

Right

Peds

Westbound

Eastbound

4:30 PM

Start Time

Shopping Center East Drive

Shopping Center West Drive

0.0

100.0

170

0.817

13.0

170

App. Total

0.0

100.0

0.250

0.1

0.2

U-Turn

0.0

100.0

0.750

1.6

3.4

Left

0.0

0.2

0.4

0.0

99.4

490

0.927

37.8

80.6

493

116

120

124

133

Thru

0.0

100.0

0.808

7.4

15.8

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.2

0.3

0.0

99.5

609

0.956

46.9

612

142

152

158

160

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.900

6.9

18.4

Left

0.0

1.0

0.8

0.0

98.2

383

0.929

29.9

79.8

390

105

100

Thru

0.0

100.0

0.450

0.7

1.8

Right

Southbound

McHenry Rd

Peds

0.0

0.8

0.6

0.0

98.6

482

0.948

37.5

489

120

129

118

122

App. Total

0.0

0.4

0.0

99.2

1295

0.948

1305

312

344

321

328

Int. Total

Count Name: McHenry Rd with Shopping Center Drives Site Code: Start Date: 12/18/2021 Page No: 5

5:30 PM

4:30 PM

4:15 PM

5:15 PM

4:00 PM

5:00 PM

*** BREAK ***

Hourly Total

8:45 AM

4:45 PM

8:30 AM

Hourly Total

8:15 AM

Hourly Total

1:45 PM

8:00 AM

1:30 PM

1:15 PM

Hourly Total

1:00 PM

Hourly Total

7:45 AM

12:45 PM

12:30 PM

12:15 PM

7:30 AM

12:00 PM

7:15 AM

Hourly Total

11:45 AM

11:30 AM

7:00 AM

11:15 AM

Left

*** BREAK ***

U-Turn

11:00 AM

Start Time

Right

Peds

App. Total

U-Turn

Left

Thru

Right

Westbound

Eastbound

Thru

Pauline Ave

Townplace Pkwy

Peds

167

123

129

141

App. Total

U-Turn

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

131

132

129

562

133

137

153

139

230

233

435

110

128

100

521

118

170

133

100

524

138

110

160

116

Thru

107

Right

Northbound

McHenry Rd

Peds

150

157

151

673

173

162

177

161

282

256

543

135

119

159

130

642

142

202

172

126

633

160

137

190

146

App. Total

U-Turn

Left

104

106

111

378

103

380

108

374

110

500

127

148

127

462

121

135

115

497

147

117

108

125

Thru

Right

Southbound

McHenry Rd

Peds

118

124

121

417

112

111

443

119

108

109

107

436

129

104

113

560

147

111

161

141

522

130

100

156

136

543

162

129

116

136

App. Total

307

333

315

1275

324

316

323

312

832

235

201

219

177

763

240

168

193

162

1249

325

260

351

313

1324

314

344

362

304

1337

371

303

338

325

Int. Total

Count Name: McHenry Rd with Pauline Ave Site Code: Start Date: 12/18/2021 Page No: 1

0.0

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

Buses

Lights

0.3

% Lights

0.0

Total %

17.7

0.0

Grand Total

Approach %

5:45 PM

Hourly Total

0.0

100.0

0.6

32.7

0.0

1.4

0.0

98.6

0.9

49.7

100.0

0.0

0.7

0.0

99.3

146

1.8

147

0.0

100.0

353

4.4

41.1

353

0.0

0.8

0.0

99.2

131

1.6

15.4

132

0.0

0.8

0.0

99.2

370

4.6

43.5

373

100.0

0.0

0.5

0.0

99.5

854

10.7

858

148

0.0

100.0

0.0

0.9

99.1

113

1.4

3.2

114

103

0.0

0.5

0.7

0.0

98.8

2963

37.4

82.9

3000

495

0.0

1.0

0.0

99.0

499

6.3

13.9

504

100.0

0.0

0.4

0.7

0.1

98.8

3576

45.1

3619

590

132

0.0

0.3

0.0

99.7

308

3.9

9.1

309

0.0

0.4

0.1

99.1

2985

37.5

88.6

3012

421

100

0.0

1.3

0.0

98.7

1.0

2.3

100.0

0.0

0.4

0.1

99.1

3370

42.4

3399

478

115

288

0.0

0.3

0.6

0.0

99.0

7946

8023

1243

0.625

0.0

0.000

12:15 PM

12:30 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

0.4

17.2

12:00 PM

Left

U-Turn

11:45 AM

Start Time

0.0

100.0

0.750

0.7

31.0

0.0

100.0

0.469

1.1

51.7

Right

Peds

0.0

100.0

0.604

2.1

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.792

4.1

41.3

Left

0.0

4.3

0.0

95.7

0.719

1.7

16.7

Thru

0.0

3.4

0.0

96.6

0.690

4.2

42.0

Right

Westbound

Eastbound

Thru

Pauline Ave

Townplace Pkwy

Peds

0.0

2.2

0.0

97.8

135

0.802

10.0

138

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.650

0.9

2.0

Left

0.0

0.6

0.9

0.0

98.5

533

0.796

39.2

82.0

541

170

133

100

138

Thru

0.0

100.0

106

0.736

7.7

16.1

106

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.5

0.8

0.0

98.8

652

0.817

47.8

660

202

172

126

160

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.783

3.4

8.5

Left

0.0

0.2

0.0

99.8

487

0.830

35.3

88.1

488

135

115

147

Thru

0.0

100.0

0.679

1.4

3.4

Right

Southbound

McHenry Rd

Peds

0.0

0.2

0.0

99.8

553

0.855

40.1

554

100

156

136

162

App. Total

0.0

0.2

0.7

0.0

99.1

1369

0.931

1381

344

362

304

371

Int. Total

Count Name: McHenry Rd with Pauline Ave Site Code: Start Date: 12/18/2021 Page No: 3

0.250

100.0

0.0

0.000

8:30 AM

8:45 AM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

0.1

5.0

8:15 AM

Left

U-Turn

8:00 AM

Start Time

0.0

100.0

0.583

0.8

35.0

0.0

100.0

0.600

1.4

60.0

Right

Peds

0.0

100.0

0.714

2.4

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.725

3.5

33.3

Left

0.0

100.0

0.625

1.2

11.5

Thru

0.0

100.0

0.667

5.8

55.2

Right

Westbound

Eastbound

Thru

Pauline Ave

Townplace Pkwy

100.0

Peds

0.0

100.0

0.750

10.5

App. Total

0.000

0.0

U-Turn

0.0

11.1

88.9

0.375

1.1

3.2

Left

0.0

3.0

4.3

0.0

92.6

213

0.799

27.6

81.6

230

Thru

0.0

100.0

0.566

5.2

15.2

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

2.5

3.5

0.4

93.6

264

0.849

33.9

282

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.792

6.9

12.9

Left

0.0

0.8

0.0

98.4

374

0.880

45.7

85.8

380

108

Thru

0.0

100.0

0.500

0.7

1.4

Right

Southbound

McHenry Rd

100.0

Peds

0.0

0.7

0.0

98.6

437

0.931

53.2

443

119

108

109

107

App. Total

0.0

1.2

1.6

0.1

97.1

808

0.885

832

235

201

219

177

Int. Total

Count Name: McHenry Rd with Pauline Ave Site Code: Start Date: 12/18/2021 Page No: 4

0.500

0.0

0.000

5:00 PM

5:15 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

0.3

16.0

4:45 PM

Left

U-Turn

4:30 PM

Start Time

0.0

100.0

0.500

0.8

40.0

0.0

9.1

0.0

90.9

0.688

0.9

44.0

Right

100.0

Peds

0.0

4.0

0.0

96.0

0.625

1.9

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.800

3.7

31.6

Left

0.0

100.0

0.722

2.0

17.1

Thru

0.0

100.0

0.813

6.1

51.3

Right

Westbound

Eastbound

Thru

Pauline Ave

Townplace Pkwy

Peds

0.0

100.0

152

0.905

11.8

152

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.656

1.6

3.3

Left

0.0

0.4

0.0

99.6

529

0.969

41.2

82.6

531

132

129

133

137

Thru

0.0

1.1

0.0

98.9

0.711

7.1

14.2

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

100.0

Peds

0.0

0.5

0.0

99.5

640

0.929

49.9

643

157

151

173

162

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.696

3.0

8.3

Left

0.0

0.5

0.0

99.0

413

0.939

32.4

89.1

417

106

111

103

Thru

0.0

8.3

0.0

91.7

0.600

0.9

2.6

Right

Southbound

McHenry Rd

Peds

0.0

0.4

0.6

0.0

98.9

463

0.944

36.3

468

124

121

112

111

App. Total

0.0

0.2

0.5

0.0

99.3

1279

0.967

1288

333

315

324

316

Int. Total

Count Name: McHenry Rd with Pauline Ave Site Code: Start Date: 12/18/2021 Page No: 5

4:15 PM

4:30 PM

4:45 PM

Hourly Total

5:00 PM

5:15 PM

5:30 PM

Hourly Total

8:45 AM

8:30 AM

4:00 PM

*** BREAK ***

Hourly Total

8:15 AM

1:45 PM

8:00 AM

1:30 PM

1:15 PM

Hourly Total

1:00 PM

Hourly Total

7:45 AM

12:45 PM

12:30 PM

12:15 PM

7:30 AM

12:00 PM

7:15 AM

Hourly Total

11:45 AM

11:30 AM

7:00 AM

11:15 AM

*** BREAK ***

U-Turn

11:00 AM

Start Time

Left

Right

Peds

136

114

107

110

101

App. Total

U-Turn

101

Left

Thru

Right

Westbound

Eastbound

Thru

Old Checker Rd

Peds

205

143

158

128

App. Total

U-Turn

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

309

186

175

264

287

245

Thru

Right

Northbound

N Buffalo Grove Rd

Peds

102

118

123

459

103

117

114

125

264

225

372

107

102

400

110

367

125

115

App. Total

U-Turn

Left

106

385

116

221

112

284

251

289

Thru

Right

Southbound

N Buffalo Grove Rd

Peds

127

105

453

118

134

108

261

132

324

101

305

331

App. Total

Count Name: N Buffalo Grove Rd with Old Checker Rd Site Code: Start Date: 12/19/2021 Page No: 1

253

308

296

1253

290

347

326

718

212

172

169

165

514

160

134

122

946

216

206

258

266

973

253

230

259

231

927

282

262

214

169

Int. Total

0.0

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

1.2

0.0

98.8

159

Buses

Lights

2.5

% Lights

0.0

Total %

21.1

161

0.0

Grand Total

Approach %

5:45 PM

Hourly Total

0.9

0.0

99.1

227

3.5

30.0

229

0.0

0.5

98.9

370

5.8

49.0

374

100.0

0.3

0.0

0.5

0.3

99.0

756

11.8

764

104

0.0

0.2

0.0

99.3

428

6.7

47.0

431

0.0

0.4

0.0

99.6

260

4.0

28.5

261

0.0

0.9

0.0

99.1

223

3.5

24.5

225

100.0

0.1

0.4

0.0

99.3

911

14.2

917

139

0.0

100.0

0.0

0.3

0.6

99.0

305

4.8

12.1

308

0.0

0.2

0.6

0.0

99.3

1794

28.0

71.0

1807

341

0.0

0.2

0.0

99.8

428

6.6

16.9

429

100.0

0.0

0.1

0.5

0.1

99.3

2528

39.4

2545

458

115

0.0

100.0

0.0

0.1

0.0

0.5

0.0

99.0

197

3.1

8.9

199

0.0

0.3

0.5

0.0

99.2

1906

29.7

85.9

1921

379

0.0

100.0

115

1.8

5.1

115

100.0

0.0

0.3

0.5

0.0

99.2

2220

34.6

2237

431

108

275

0.0

0.2

0.5

0.1

99.3

6415

6463

1132

0.792

100.0

0.0

0.000

12:15 PM

12:30 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

1.9

16.7

12:00 PM

Left

U-Turn

11:45 AM

Start Time

6.1

0.0

93.9

0.688

3.3

28.9

0.0

100.0

0.816

6.2

54.4

Right

100.0

Peds

1.8

0.0

98.2

112

0.891

11.4

114

App. Total

0.000

0.0

U-Turn

1.3

0.0

98.7

0.852

7.5

47.5

Left

0.0

100.0

0.821

4.6

29.1

Thru

0.0

100.0

0.841

3.7

23.4

Right

Westbound

Eastbound

Thru

Old Checker Rd

Peds

0.6

0.0

99.4

157

0.963

15.8

158

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.766

4.9

11.5

Left

0.0

0.3

0.0

99.7

299

0.843

29.9

70.3

300

Thru

0.0

100.0

0.886

7.8

18.3

Right

Northbound

N Buffalo Grove Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

100.0

Peds

0.0

0.2

0.0

99.8

426

0.854

42.6

427

110

125

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.731

3.8

12.5

Left

0.0

0.4

0.0

99.6

250

0.794

25.0

82.8

251

Thru

0.0

100.0

0.700

1.4

4.6

Right

Southbound

N Buffalo Grove Rd

100.0

Peds

0.0

0.3

0.0

99.7

302

0.851

30.2

303

App. Total

Count Name: N Buffalo Grove Rd with Old Checker Rd Site Code: Start Date: 12/19/2021 Page No: 3

0.3

0.0

0.2

0.0

99.5

997

0.888

1002

230

259

231

282

Int. Total

0.521

100.0

0.0

0.000

8:30 AM

8:45 AM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

3.5

21.9

8:15 AM

Left

U-Turn

8:00 AM

Start Time

0.0

100.0

0.725

4.0

25.4

0.0

1.7

98.3

0.882

8.4

52.6

Right

100.0

Peds

0.0

0.9

99.1

113

0.864

15.9

114

App. Total

0.000

0.0

U-Turn

0.0

2.5

0.0

97.5

0.769

5.6

50.6

Left

0.0

100.0

0.750

2.1

19.0

Thru

0.0

4.2

0.0

95.8

0.545

3.3

30.4

Right

Westbound

Eastbound

Thru

Old Checker Rd

Peds

0.0

2.5

0.0

97.5

0.681

11.0

App. Total

0.000

0.0

U-Turn

0.0

5.0

95.0

0.625

2.8

7.6

Left

0.0

2.2

0.0

97.8

182

0.949

25.9

70.5

186

Thru

0.0

1.7

0.0

98.3

0.763

8.1

22.0

Right

Northbound

N Buffalo Grove Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

1.9

0.4

97.7

258

0.892

36.8

264

App. Total

0.000

0.0

U-Turn

0.0

4.0

0.0

96.0

0.694

3.5

9.6

Left

0.0

0.9

0.0

98.2

217

0.778

30.8

84.7

221

Thru

0.0

100.0

0.417

2.1

5.7

Right

Southbound

N Buffalo Grove Rd

100.0

Peds

0.0

1.1

0.8

0.0

98.1

256

0.796

36.4

261

App. Total

Count Name: N Buffalo Grove Rd with Old Checker Rd Site Code: Start Date: 12/19/2021 Page No: 4

0.0

0.4

1.3

0.3

98.1

704

0.847

718

212

172

169

165

Int. Total

0.775

0.0

0.000

5:00 PM

5:15 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

2.6

27.0

4:45 PM

Left

U-Turn

4:30 PM

Start Time

0.0

100.0

0.775

2.6

27.0

0.0

1.9

0.0

98.1

0.779

4.5

46.1

Right

Peds

0.0

0.9

0.0

99.1

114

0.871

9.7

115

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.788

6.9

49.7

Left

0.0

100.0

0.767

3.9

27.9

Thru

0.0

2.7

0.0

97.3

0.771

3.1

22.4

Right

Westbound

Eastbound

Thru

Old Checker Rd

100.0

Peds

0.0

0.6

0.0

99.4

164

0.859

13.9

165

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.750

5.1

13.0

Left

0.0

0.3

0.0

99.4

325

0.889

27.6

70.9

327

Thru

0.0

100.0

0.712

6.3

16.1

Right

Northbound

N Buffalo Grove Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.2

0.0

99.6

459

0.937

38.9

461

118

123

103

117

App. Total

0.0

100.0

0.500

0.2

0.5

U-Turn

0.0

100.0

0.672

3.6

9.7

Left

0.0

0.3

0.0

99.7

370

0.875

31.3

83.7

371

106

Thru

0.0

100.0

0.675

2.3

6.1

Right

Southbound

N Buffalo Grove Rd

Peds

0.0

0.2

0.0

99.8

442

0.872

37.4

443

127

105

118

App. Total

Count Name: N Buffalo Grove Rd with Old Checker Rd Site Code: Start Date: 12/19/2021 Page No: 5

0.0

0.1

0.3

0.0

99.6

1179

0.961

1184

308

296

290

Int. Total

7:30 AM

5:45 PM

Hourly Total

0.0

% Articulated Trucks

Bicycles on Road

% Single-Unit Trucks

Articulated Trucks

100.0

Single-Unit Trucks

0.0

5:30 PM

% Buses

5:15 PM

5:00 PM

0.0

Hourly Total

Buses

4:45 PM

% Lights

4:30 PM

4:15 PM

Lights

4:00 PM

0.0

*** BREAK ***

Total %

Hourly Total

8:45 AM

0.3

8:30 AM

Grand Total

8:15 AM

Approach %

8:00 AM

0.0

1.1

0.0

98.9

2.4

29.9

7:45 AM

Hourly Total

7:15 AM

Left

U-Turn

7:00 AM

Start Time

0.0

100.0

1.2

14.6

1.2

4.6

0.0

94.2

163

4.4

55.1

173

Right

Peds

0.6

3.2

0.0

96.2

302

7.9

314

App. Total

0.0

U-Turn

2.8

0.0

97.2

0.9

33.3

Left

0.0

100.0

0.5

19.4

Thru

0.0

100.0

1.3

47.2

Right

Westbound

Eastbound

Thru

Bank Ln

Old Checker Rd

Peds

0.9

0.0

99.1

107

2.7

108

App. Total

0.0

100.0

0.1

U-Turn

1.3

3.3

0.0

95.4

146

3.9

8.6

153

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

0.6

0.9

0.1

98.4

1570

40.3

89.9

1595

529

114

131

149

135

590

146

143

157

144

256

220

Thru

0.0

100.0

0.6

1.4

Right

Northbound

McHenry Rd

Peds

0.6

1.1

0.1

98.2

1743

44.9

1775

590

128

144

165

153

652

163

158

176

155

286

247

App. Total

0.0

U-Turn

0.0

100.0

2.4

5.3

Left

0.7

0.8

0.1

98.5

1536

39.4

88.7

1560

441

109

100

131

101

389

101

373

103

357

107

Thru

0.0

1.9

0.0

98.1

103

2.7

6.0

105

Right

Southbound

McHenry Rd

Peds

0.6

0.8

0.1

98.5

1732

44.5

1758

502

124

115

151

112

440

111

107

111

410

111

107

406

127

101

App. Total

0.6

1.1

0.1

98.2

3884

3955

1200

279

291

340

290

1225

302

298

317

308

785

220

212

194

159

745

230

183

174

158

Int. Total

Count Name: McHenry Rd with Old Checker Rd(Weekday) Site Code: Start Date: 12/21/2021 Page No: 1

Pedestrians

% Pedestrians

0.0

% Bicycles on Road

0.0

100.0

0.0

0.750

100.0

0.0

0.000

8:30 AM

8:45 AM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

1.5

19.4

8:15 AM

Left

U-Turn

8:00 AM

Start Time

0.0

100.0

0.750

1.5

19.4

0.0

2.6

5.3

0.0

92.1

0.792

4.8

61.3

Right

Peds

0.0

1.6

3.2

0.0

95.2

0.816

7.9

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.833

1.3

37.0

Left

0.0

100.0

0.250

0.1

3.7

Thru

0.0

100.0

0.667

2.0

59.3

Right

Eastbound

Thru

Bank Ln Westbound

Old Checker Rd

100.0

Peds

0.0

100.0

0.675

3.4

App. Total

0.000

0.0

U-Turn

0.0

3.7

7.4

0.0

88.9

0.614

3.4

9.4

Left

0.0

2.0

3.1

0.4

94.5

242

0.810

32.6

89.5

256

Thru

0.0

100.0

0.375

0.4

1.0

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

2.1

3.5

0.3

94.1

269

0.851

36.4

286

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.591

3.3

6.3

Left

0.0

1.1

0.0

97.9

365

0.905

47.5

91.0

373

103

Thru

0.0

18.2

0.0

81.8

0.688

1.4

2.7

Right

Southbound

McHenry Rd

Peds

0.0

1.0

1.5

0.0

97.6

400

0.923

52.2

410

111

107

App. Total

0.0

1.4

2.3

0.1

96.2

755

0.892

785

220

212

194

159

Int. Total

Count Name: McHenry Rd with Old Checker Rd(Weekday) Site Code: Start Date: 12/21/2021 Page No: 3

0.792

0.0

0.000

5:00 PM

5:15 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

2.6

0.0

97.4

3.1

44.7

4:45 PM

Left

U-Turn

4:30 PM

Start Time

0.0

100.0

0.750

0.7

10.6

0.0

2.6

0.0

97.4

0.792

3.1

44.7

Right

Peds

0.0

1.2

0.0

97.6

0.924

6.9

App. Total

0.000

0.0

U-Turn

0.0

10.0

0.0

90.0

0.625

0.8

40.0

Left

0.0

100.0

0.750

0.5

24.0

Thru

0.0

100.0

0.450

0.7

36.0

Right

Eastbound

Thru

Bank Ln Westbound

Old Checker Rd

Peds

0.0

4.0

0.0

96.0

0.625

2.0

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.867

4.2

8.1

Left

0.0

0.2

0.5

0.0

99.3

569

0.961

46.6

89.7

573

149

135

146

143

Thru

0.0

100.0

0.875

1.1

2.2

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.2

0.5

0.0

99.4

635

0.968

52.0

639

165

153

163

158

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.583

1.7

4.4

Left

0.0

0.5

0.7

0.0

98.8

424

0.819

34.9

89.2

429

131

101

Thru

0.0

100.0

0.705

2.5

6.4

Right

Southbound

McHenry Rd

Peds

0.0

0.4

0.6

0.0

99.0

476

0.796

39.1

481

151

112

111

107

App. Total

0.0

0.4

0.6

0.0

99.0

1218

0.904

1230

340

290

302

298

Int. Total

Count Name: McHenry Rd with Old Checker Rd(Weekday) Site Code: Start Date: 12/21/2021 Page No: 4

0.767

0.0

0.000

12:15 PM

12:30 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

3.2

30.7

12:00 PM

Left

U-Turn

11:45 AM

Start Time

0.0

100.0

0.472

1.2

11.3

0.0

1.1

0.0

98.9

0.837

6.1

58.0

Right

Peds

0.0

0.7

0.0

99.3

149

0.872

10.4

150

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.571

1.1

21.1

Left

0.0

100.0

0.750

1.0

19.7

Thru

0.0

100.0

0.489

3.1

59.2

Right

Eastbound

Thru

Bank Ln Westbound

Old Checker Rd

Peds

0.0

100.0

0.543

5.3

App. Total

0.0

100.0

0.750

0.2

0.5

U-Turn

0.0

1.3

0.0

98.7

0.837

5.4

11.7

Left

0.0

0.5

0.9

0.0

98.6

563

0.845

39.7

87.0

571

169

154

108

140

Thru

0.0

100.0

0.417

0.3

0.8

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.6

0.8

0.0

98.6

647

0.837

45.6

656

196

176

124

160

App. Total

0.0

100.0

0.250

0.1

0.2

U-Turn

0.0

100.0

0.734

3.3

8.5

Left

0.0

0.4

0.0

99.6

454

0.870

31.7

82.0

456

125

108

131

Thru

0.0

100.0

0.867

3.6

9.4

Right

Southbound

McHenry Rd

Peds

0.0

0.4

0.0

99.6

554

0.853

38.7

556

113

153

127

163

App. Total

0.0

0.3

0.5

0.0

99.2

1426

0.929

1438

387

369

308

374

Int. Total

Count Name: McHenry Rd with Old Checker Rd(Weekend) Site Code: Start Date: 12/18/2021 Page No: 2

Site Plan

CMAP 2050 Projections Letter

January 17, 2022

Andrew Bowen Traffic Engineer Kenig, Lindgren, O’Hara and Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, IL 60018 Subject: Buffalo Grove Town Center Redevelopment IDOT Dear Mr. Bowen:

In response to a request made on your behalf and dated January 14, 2022, we have developed year 2050 average daily traffic (ADT) projections for the subject location.

ROAD SEGMENT McHenry Rd north of Lake Cook Rd McHenry Rd south of Lake Cook Rd Lake Cook Rd east of McHenry Rd Lake Cook Rd west of McHenry Rd Buffalo Grove Rd north of Lake Cook Rd Old Checker Rd west of Buffalo Grove Rd

Current ADT Year 2050 ADT 17,200 20,700 17,200 20,600 36,300 43,500 36,000 43,200 12,600 15,100 3,000 3,600

Traffic projections are developed using existing ADT data provided in the request letter and the results from the June 2021 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806. Sincerely, Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) 2022_ForecastTraffic\BufaloGrove\la-07-22\la-07-22.docx

Level of Service Criteria

LEVEL OF SERVICE CRITERIA Signalized Intersections Level of Service A

Average Control Interpretation Delay (seconds per vehicle) Favorable progression. Most vehicles arrive during the ≤10 green indication and travel through the intersection without stopping.

Good progression, with more vehicles stopping than for Level of Service A.

>10 - 20

Individual cycle failures (i.e., one or more queued vehicles 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.

>20 - 35

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

>35 - 55

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

>55 - 80

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

> 10 - 15

> 15 - 25

> 25 - 35

> 35 - 50

> 50

Source: Highway Capacity Manual, 2010.

Capacity Analysis Summary Reports

Weekday Morning Peak Hour – Existing Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

96 96 1900 11

1576 1576 2000 11 0%

128 128 1900 11

30 30 1900 11

956 956 2000 11 0%

64 64 1900 11

149 149 1900 11

366 366 1900 12 0%

14 14 1900 12

273 273 1900 11

452 452 1900 12 0%

28 28 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3319 0.950 3319

5075

1487

5075

1487 No

0.850 0.950 3193 0.950 3193

45 720 10.9 0.93 100% 2% 0

0.93 100% 4% 0

5 3.0 7.5 22.0 18.3% 3.5 1.0 0.0 4.5 Lead Yes None 9.1 0.08

0.93 100% 5% 0

1382

4933

1382 No

0.93 100% 6% 0

0.93 100% 7% 0

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead Yes None 74.4 0.62

32 Prot 1 1 3.0 7.5 12.0 10.0% 3.5 1.0 0.0 4.5 Lead Yes None 6.6 0.06

0.93 100% 13% 0

0.93 100% 5% 0

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

3423

0 No

0.93 100% 5% 0

3.0 6.5 28.0 23.3% 3.5 0.0 0.0 3.5 Lead Yes None 75.0 0.62

160 pm+pt 3 8 3

409 NA 8

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead Yes None 37.1 0.31

0.95

0.991 0.950 1728 0.294 535

3511

0 No

45 572 8.7 0.93 100% 0% 0

0.93 100% 1% 0

1028 69 NA pm+ov 6 7 6 6 7 15.0 21.0 44.0 36.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 49.1 0.41

0.95

40 2046 34.9

1695 138 NA pm+ov 2 3 2 2 3 15.0 21.0 54.0 45.0% 4.5 1.5 0.0 6.0 Lag Yes C-Min 55.7 0.46

4933

0.95 0.994

0.950 1662 0.399 698

45 1138 17.2

0% 103 Prot 5

1.00

0 0

0.93 100% 2% 0

0.93 100% 0% 0

0% 0

516 NA 4

294 pm+pt 7 4 7

15.0 21.0 26.0 21.7% 4.5 1.5 0.0 6.0 Lag Yes None 21.9 0.18

3.0 6.5 28.0 23.3% 3.5 0.0 0.0 3.5 Lead Yes None 47.8 0.40

15.0 21.0 35.0 29.2% 4.5 1.5 0.0 6.0 Lag Yes None 29.1 0.24

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

Lane Group v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 0.41 77.9 0.0 77.9 E 44 m64 150 484 0 0 0 0.21

EBT 0.72 15.0 0.0 15.0 B 17.5 B 130 203 640 2357 0 0 0 0.72

01/31/2022

EBR 0.15 4.0 0.0 4.0 A

WBL 0.18 62.1 0.0 62.1 E

14 m20

12 m28

215 957 0 0 0 0.14

215 199 0 0 0 0.16

WBT 0.51 19.0 0.0 19.0 B 19.4 B 133 154 1058 2018 0 0 0 0.51

WBR 0.08 5.7 0.0 5.7 A

NBL 0.50 29.9 0.0 29.9 C

13 m21

78 128

215 916 0 0 0 0.08

325 356 0 0 0 0.45

NBT 0.66 51.3 0.0 51.3 D 45.3 D 151 216 1966 628 0 0 0 0.65

NBR

SBL 0.72 33.2 0.0 33.2 C 165 121 330 456 0 0 0 0.64

SBT 0.61 40.7 0.0 40.7 D 38.0 D 186 251 492

SBR

875 0 0 0 0.59

1: McHenry Road & Lake Cook Road

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

1 1 1900 11

0 0 1900 11 0%

10 10 1900 11

46 46 1900 10

0 0 1900 11 0%

24 24 1900 11

11 11 1900 12

420 420 2000 12 0%

65 65 1900 12

49 49 1900 12

639 639 2000 12 0%

5 5 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.850 1561

1837

1561

0 No

0.950 1652 0.755 1313

30 610 13.9 0.88 100% 0% 0

11 NA 4

0.95

0.88 100% 0% 0

0.88 100% 2% 0

1561

0 No

0.88 100% 0% 0

0.95

3551

1568

3551

1568 No

0.88 100% 0% 0

0.88 100% 7% 0

3725

1615

3725

1615 No

45 808 12.2 0.88 100% 3% 0

0.88 100% 4% 0

0.88 100% 2% 0

0.88 100% 0% 0

27 NA 8

52 pm+pt 3 8 3

13 pm+pt 5 2 5

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 20.0 16.7% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 27.0 22.5% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 71.0 59.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

None 7.9 0.07

None 8.2 0.07

None 13.1 0.11

None 9.7 0.08

None 98.3 0.82

C-Min 92.4 0.77

None 106.2 0.88

None 100.7 0.84

C-Min 96.6 0.80

None 105.9 0.88

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1736 0.464 848

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.376 714

30 433 9.8

0% 1 pm+pt 7 4 7

1.00

0.850

0.950 1745

0.88 100% 0% 0

1.00

215 1

477 74 NA pm+ov 2 3 2 2 3

56 pm+pt 1 6 1

726 6 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.01 44.0 0.0 44.0 D 1 6 144 0 0 0 0.01

EBT 0.10 54.6 0.0 54.6 D 53.7 D 8 27 530 182 0 0 0 0.06

EBR

WBL 0.30 50.6 0.0 50.6 D 38 67 225 0 0 0 0.23

WBT 0.21 54.4 0.0 54.4 D 51.9 D 20 47 353

WBR

273 0 0 0 0.10

NBL 0.02 1.1 0.0 1.1 A 2 m1 200 661 0 0 0 0.02

NBT 0.17 3.4 0.0 3.4 A 3.0 A 44 24 492 2734 0 0 0 0.17

01/31/2022

NBR 0.05 0.5 0.0 0.5 A

SBL 0.07 3.0 0.0 3.0 A

2 m6

5 22

180 1421 0 0 0 0.05

215 810 0 0 0 0.07

SBT 0.24 5.0 0.0 5.0 A 4.8 A 47 160 728 2998 0 0 0 0.24

SBR 0.00 3.2 0.0 3.2 A 0 5 215 1445 0 0 0 0.00

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 78 (65%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 7.1 Intersection LOS: A Intersection Capacity Utilization 42.7% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

9 9 1900 11

404 404 1900 12 0%

43 43 1900 12

57 57 1900 11

665 665 2000 12 0%

6 6 1900 12

1 1 1900 11

7 7 1900 11 0%

12 12 1900 12

29 29 1900 11

10 10 1900 11 0%

48 48 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.986 0.950 1572 0.368 609

0.850

3348

0 No

0.950 1745 0.434 797

45 999 15.1 0.89 100% 11% 0

0.89 100% 7% 0

502 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 51.9 0.74

3725

1615

3725

1615 No

0.89 100% 0% 0

0.89 100% 2% 0

747 NA 6

64 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.3 0.69

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 54.4 0.78

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.7 0.75

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

1.00

0.907 0

1837

1666

0 No

0.950 1745 0.580 1065

30 523 11.9 0.89 100% 0% 0

0.89 100% 0% 0

21 NA 4

6 6

1 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.7 0.75

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 9.3 0.13

1.00

1607

0 No

25 1047 28.6 0.89 100% 0% 0

0.89 100% 0% 0

0% 7 Perm

1.00 0.875

1666

0% 0

1.00

0.950 1745

45 1531 23.2

0% 10 pm+pt 5 2 5

1.00

0 0

0.89 100% 0% 0

0% 0

65 NA 8

33 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.6 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.7 0.17

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 9.5 0.14

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.02 5.3 0.0 5.3 A 1 8 150 601 0 0 0 0.02

NBT 0.22 9.1 0.0 9.1 A 9.0 A 53 122 919 2312 0 0 0 0.22

NBR

SBL 0.09 1.2 0.0 1.2 A 1 m4 100 751 0 0 0 0.09

SBT 0.27 3.6 0.0 3.6 A 3.4 A 10 192 1451 2803 0 0 0 0.27

01/31/2022

SBR 0.01 3.8 0.0 3.8 A

NEL 0.00 20.0 0.0 20.0 B

0 m3

0 3

100 1215 0 0 0 0.01

65 315 0 0 0 0.00

NET 0.10 28.2 0.0 28.2 C 27.8 C 8 26 443 333 0 0 0 0.06

NER

SWL 0.13 21.8 0.0 21.8 C 12 26 65 303 0 0 0 0.11

SWT 0.30 30.3 0.0 30.3 C 27.4 C 26 56 967

SWR

321 0 0 0 0.20

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 2 (3%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 7.4 Intersection LOS: A Intersection Capacity Utilization 42.4% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

25 25 1900 11

29 29 1900 11 0%

30 30 1900 12

40 40 1900 11

15 15 1900 11 0%

24 24 1900 12

20 20 1900 11

326 326 1900 12 0%

58 58 1900 12

25 25 1900 11

387 387 1900 12 0%

15 15 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.924 0.950 1745 0.889 1633

1680

0 No

0.85 100% 0% 0

0.85 100% 2% 0

69 NA 4

1630

0 No

0.85 100% 0% 0

47 Perm

46 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 10.6 0.26

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

0.95

0.85 100% 4% 0

0.85 100% 5% 0

3458

0 No

0.85 100% 2% 0

24 pm+pt 5 2 5

452 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 28.3 0.69

0.95

3521

0 No

40 2287 39.0 0.85 100% 2% 0

0.85 100% 4% 0

0% 0

0.95 0.994

0.950 1678 0.473 835

30 1565 35.6

0% 0

0.95 0.977

0.950 1662 0.481 841

35 431 8.4

0% 29 Perm

1.00

0.909 0.950 1711 0.889 1601

30 3889 88.4 0.85 100% 0% 0

1.00

0 0

0.85 100% 2% 0

0.85 100% 0% 0

0% 0

473 NA 6

29 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 28.1 0.69

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 28.8 0.70

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.5 0.72

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.07 20.5 0.0 20.5 C 5 29 125 691 0 0 0 0.04

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 41 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.19 Intersection Signal Delay: 8.6 Intersection Capacity Utilization 38.0% Analysis Period (min) 15 Splits and Phases:

EBT 0.16 20.2 0.0 20.2 C 20.3 C 12 54 3809 711 0 0 0 0.10

EBR

WBL 0.11 20.3 0.0 20.3 C 8 41 80 677 0 0 0 0.07

WBT 0.11 20.3 0.0 20.3 C 20.3 C 8 40 351

WBR

689 0 0 0 0.07

NBL 0.03 3.8 0.0 3.8 A 2 8 400 742 0 0 0 0.03

NBT 0.19 7.1 0.0 7.1 A 6.9 A 26 74 1485 2759 0 0 0 0.16

01/31/2022

NBR

SBL 0.04 3.7 0.0 3.7 A 2 9 110 752 0 0 0 0.04

SBT 0.19 5.7 0.0 5.7 A 5.6 A 27 77 2207

SBR

2812 0 0 0 0.17

Intersection LOS: A ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.4

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 12 38 10 1 16 27 448 3 26 653 11 Future Vol, veh/h 12 12 38 10 1 16 27 448 3 26 653 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 0 8 0 0 0 11 5 0 0 2 18 Mvmt Flow 13 13 43 11 1 18 30 503 3 29 734 12 Major/Minor Minor2 Conflicting Flow All 1104 1358 Stage 1 792 792 Stage 2 312 566 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 168 150 Stage 1 353 404 Stage 2 679 511 Platoon blocked, % Mov Cap-1 Maneuver 156 141 Mov Cap-2 Maneuver 262 258 Stage 1 340 393 Stage 2 637 492 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 15 C

Minor1 367 997 1369 - 565 565 - 432 804 7.06 7.5 6.5 6.5 5.5 6.5 5.5 3.38 3.5 4 613 201 148 - 482 511 - 577 398

Major1 253 746 6.9 4.32 3.3 2.31 753 801 -

613 -

753 -

171 292 464 504 WB 13.5 B

NBL 801 0.038 9.7 A 0.1

139 250 492 387

801 -

0 -

NB 0.5

NBT NBR EBLn1 EBLn2WBLn1 SBL - 262 461 454 1069 - 0.051 0.122 0.067 0.027 - 19.5 13.9 13.5 8.5 C B B A 0.2 0.4 0.2 0.1

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Major2 0 506 4.1 2.2 - 1069 - 1069 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Evening Peak Hour – Existing Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

140 140 1900 11

1035 1035 2000 11 0%

164 164 1900 11

52 52 1900 11

1592 1592 2000 11 0%

183 183 1900 11

169 169 1900 11

567 567 1900 12 0%

14 14 1900 12

200 200 1900 11

431 431 1900 12 0%

81 81 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3385 0.950 3385

5175

1531

5175

1531 No

0.850 0.950 3385 0.950 3385

45 720 10.9 0.91 100% 0% 0

0.91 100% 2% 0

5 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 9.2 0.08

0.91 100% 2% 0

1561

5175

1561 No

0.91 100% 0% 0

0.91 100% 2% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 73.3 0.61

57 Prot 1 1 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 7.4 0.06

0.91 100% 0% 0

0.91 100% 2% 0

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

3561

0 No

0.91 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 69.8 0.58

186 pm+pt 3 8 3

638 NA 8

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 40.7 0.34

0.95

0.976 0.950 1728 0.175 318

3483

0 No

45 572 8.7 0.91 100% 0% 0

0.91 100% 1% 0

1749 201 NA pm+ov 6 7 6 6 7 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.3 0.44

0.95

40 2046 34.9

1137 180 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 56.1 0.47

5175

0.95 0.996

0.950 1711 0.245 441

45 1138 17.2

0% 154 Prot 5

1.00

0 0

0.91 100% 1% 0

0.91 100% 2% 0

0% 0

563 NA 4

220 pm+pt 7 4 7

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.0 0.22

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 41.3 0.34

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.3 0.23

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.60 75.7 0.0 75.7 E 64 m100 150 267 0 0 0 0.58

EBT 0.47 12.8 0.0 12.8 B 18.5 B 100 115 640 2418 0 0 0 0.47

01/31/2022

EBR 0.19 4.9 0.0 4.9 A

WBL 0.27 68.8 0.0 68.8 E

24 m37

23 m32

215 938 0 0 0 0.19

215 267 0 0 0 0.21

WBT 0.77 15.8 0.0 15.8 B 16.2 B 127 184 1058 2257 0 0 0 0.77

WBR 0.22 4.2 0.0 4.2 A

NBL 0.70 42.1 0.0 42.1 D

20 m27

101 #165

215 908 0 0 0 0.22

325 272 0 0 0 0.68

NBT 0.80 52.4 0.0 52.4 D 50.1 D 246 316 1966 801 0 0 0 0.80

NBR

SBL 0.90 72.2 0.0 72.2 E 133 #263 330 244 0 0 0 0.90

SBT 0.71 44.0 0.0 44.0 D 52.0 D 220 171 492

SBR

792 0 0 0 0.71

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 27.8 Intersection LOS: C Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1900 11

4 4 1900 11 0%

19 19 1900 11

98 98 1900 10

6 6 1900 11 0%

66 66 1900 11

22 22 1900 12

771 771 2000 12 0%

97 97 1900 12

90 90 1900 12

546 546 2000 12 0%

9 9 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.875 0.950 1745 0.714 1311

1607

0 No

0.95 100% 0% 0

24 NA 4

0.95

0.95 100% 0% 0

1583

0 No

0.95 100% 0% 0

0.95

3762

1615

3762

1615 No

0.95 100% 0% 0

0.95 100% 1% 0

3725

1615

3725

1615 No

45 808 12.2 0.95 100% 0% 0

0.95 100% 0% 0

0.95 100% 2% 0

0.95 100% 0% 0

75 NA 8

103 pm+pt 3 8 3

23 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 19.0 15.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 29.0 24.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 73.0 60.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 13.0 0.11

None 8.8 0.07

None 21.8 0.18

None 15.5 0.13

None 86.4 0.72

C-Min 77.9 0.65

None 96.5 0.80

None 90.3 0.75

C-Min 82.8 0.69

None 94.7 0.79

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.296 562

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.436 828

30 433 9.8

0% 12 pm+pt 7 4 7

1.00

0.862 0.950 1685 0.456 809

30 610 13.9 0.95 100% 0% 0

1.00

215 1

812 102 NA pm+ov 2 3 2 2 3

95 pm+pt 1 6 1

575 9 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.07 36.5 0.0 36.5 D 7 23 162 0 0 0 0.07

EBT 0.21 56.0 0.0 56.0 E 49.5 D 18 46 530 174 0 0 0 0.14

EBR

WBL 0.43 45.8 0.0 45.8 D 67 111 270 0 0 0 0.38

WBT 0.37 51.4 0.0 51.4 D 48.2 D 50 98 353

WBR

303 0 0 0 0.25

NBL 0.04 2.2 0.0 2.2 A 0 m4 200 644 0 0 0 0.04

NBT 0.33 4.7 0.0 4.7 A 4.3 A 45 73 492 2442 0 0 0 0.33

01/31/2022

NBR 0.08 1.5 0.0 1.5 A

SBL 0.19 5.9 0.0 5.9 A

0 m11

19 42

180 1337 0 0 0 0.08

215 556 0 0 0 0.17

SBT 0.22 9.0 0.0 9.0 A 8.5 A 95 147 728 2571 0 0 0 0.22

SBR 0.01 5.9 0.0 5.9 A 2 8 215 1274 0 0 0 0.01

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 82 (68%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 11.0 Intersection LOS: B Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

21 21 1900 11

743 743 1900 12 0%

91 91 1900 12

47 47 1900 11

584 584 2000 12 0%

12 12 1900 12

5 5 1900 11

9 9 1900 11 0%

15 15 1900 12

57 57 1900 11

23 23 1900 11 0%

58 58 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.984 0.950 1745 0.424 779

0.850

3517

0 No

0.950 1745 0.272 500

45 999 15.1 0.97 100% 0% 0

0.97 100% 1% 0

860 NA 2

3.0 9.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 51.7 0.69

3762

1495

3762

1495 No

0.97 100% 1% 0

0.97 100% 0% 0

0.97 100% 1% 0

602 NA 6

48 pm+pt 1 6 1

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.7 0.62

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 53.1 0.71

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.9 0.65

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.97 100% 8% 0

0.97 100% 0% 0

1575

0 No

0.97 100% 0% 0

24 NA 4

6 6

5 pm+pt 7 4 7

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.9 0.65

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 11.6 0.15

1.00

1640

0 No

25 1047 28.6 0.97 100% 9% 0

0.97 100% 0% 0

0% 12 Perm

1.00 0.893

0.950 1745 0.459 843

30 523 11.9

0% 0

1.00 0.906

0.950 1745 0.702 1289

45 1531 23.2

0% 22 pm+pt 5 2 5

1.00

0 0

0.97 100% 0% 0

0% 0

84 NA 8

59 pm+pt 3 8 3

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 8.7 0.12

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 15.6 0.21

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 12.2 0.16

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.04 6.3 0.0 6.3 A 2 13 150 679 0 0 0 0.03

NBT 0.39 12.2 0.0 12.2 B 12.1 B 106 229 919 2188 0 0 0 0.39

NBR

SBL 0.10 3.1 0.0 3.1 A 3 m7 100 517 0 0 0 0.09

SBT 0.25 5.9 0.0 5.9 A 5.7 A 17 168 1451 2452 0 0 0 0.25

01/31/2022

SBR 0.01 6.0 0.0 6.0 A

NEL 0.02 19.2 0.0 19.2 B

1 m6

2 8

100 974 0 0 0 0.01

65 308 0 0 0 0.02

NET 0.13 31.2 0.0 31.2 C 29.1 C 10 31 443 357 0 0 0 0.07

NER

SWL 0.21 22.4 0.0 22.4 C 24 43 65 306 0 0 0 0.19

SWT 0.32 29.8 0.0 29.8 C 26.7 C 36 72 967

SWR

387 0 0 0 0.22

Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.39 Intersection Signal Delay: 11.1 Intersection LOS: B Intersection Capacity Utilization 49.9% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

31 31 1900 11

31 31 1900 11 0%

53 53 1900 12

82 82 1900 11

46 46 1900 11 0%

37 37 1900 12

60 60 1900 11

458 458 1900 12 0%

74 74 1900 12

45 45 1900 11

519 519 1900 12 0%

27 27 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.905 0.950 1745 0.701 1288

1641

0 No

0.96 100% 0% 0

0.96 100% 2% 0

0.96 100% 0% 0

87 NA 4

1691

0 No

0.96 100% 0% 0

85 Perm

87 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.6 0.23

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.96 100% 3% 0

0.96 100% 0% 0

3504

0 No

0.96 100% 1% 0

63 pm+pt 5 2 5

554 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.7 0.64

0.95

3551

0 No

40 2287 39.0 0.96 100% 0% 0

0.96 100% 0% 0

0% 0

0.95 0.993

0.950 1745 0.445 817

30 1565 35.6

0% 0

0.95 0.979

0.950 1745 0.438 804

35 431 8.4

0% 32 Perm

1.00

0.933 0.950 1745 0.701 1288

30 3889 88.4 0.96 100% 0% 0

1.00

0 0

0.96 100% 1% 0

0.96 100% 0% 0

0% 0

569 NA 6

47 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.5 0.58

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.6 0.64

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.4 0.58

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.11 23.4 0.0 23.4 C 10 33 125 433 0 0 0 0.07

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 50.7 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 11.9 Intersection Capacity Utilization 43.1% Analysis Period (min) 15 Splits and Phases:

EBT 0.23 23.9 0.0 23.9 C 23.8 C 27 69 3809 552 0 0 0 0.16

EBR

WBL 0.29 25.5 0.0 25.5 C 26 70 80 433 0 0 0 0.20

WBT 0.22 23.8 0.0 23.8 C 24.7 C 26 69 351

WBR

568 0 0 0 0.15

NBL 0.10 4.3 0.0 4.3 A 6 19 400 665 0 0 0 0.09

NBT 0.27 9.4 0.0 9.4 A 8.9 A 61 104 1485 2427 0 0 0 0.23

01/31/2022

NBR

SBL 0.07 4.2 0.0 4.2 A 5 15 110 671 0 0 0 0.07

SBT 0.28 9.5 0.0 9.5 A 9.1 A 63 106 2207

SBR

2460 0 0 0 0.23

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.8

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 38 9 38 10 6 9 52 802 14 21 601 31 Future Vol, veh/h 38 9 38 10 6 9 52 802 14 21 601 31 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 3 0 3 10 0 0 0 1 0 0 1 0 Mvmt Flow 42 10 42 11 7 10 58 891 16 23 668 34 Major/Minor Minor2 Conflicting Flow All 1279 1737 Stage 1 714 714 Stage 2 565 1023 Critical Hdwy 7.56 6.5 Critical Hdwy Stg 1 6.56 5.5 Critical Hdwy Stg 2 6.56 5.5 Follow-up Hdwy 3.53 4 Pot Cap-1 Maneuver 122 88 Stage 1 386 438 Stage 2 474 316 Platoon blocked, % Mov Cap-1 Maneuver 108 80 Mov Cap-2 Maneuver 223 186 Stage 1 361 425 Stage 2 426 296 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 19 C

Minor1 334 1400 1763 - 1015 1015 - 385 748 6.96 7.7 6.5 6.7 5.5 6.7 5.5 3.33 3.6 4 659 93 85 - 241 318 - 588 423

Major1 454 702 6.9 4.1 3.3 2.2 559 905 -

659 -

559 -

78 169 226 521 WB 22.7 C

NBL 905 0.064 9.2 A 0.2

77 182 298 410

905 -

0 -

NB 0.6

NBT NBR EBLn1 EBLn2WBLn1 SBL - 223 443 231 759 - 0.189 0.118 0.12 0.031 - 24.9 14.2 22.7 9.9 C B C A 0.7 0.4 0.4 0.1

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 907 4.1 2.2 - 759 - 759 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Saturday Midday Peak Hour – Existing Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

172 172 1900 11

968 968 2000 11 0%

120 120 1900 11

64 64 1900 11

1084 1084 2000 11 0%

168 168 1900 11

157 157 1900 11

454 454 1900 12 0%

20 20 1900 12

270 270 1900 11

455 455 1900 12 0%

144 144 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3351 0.950 3351

5226

1473

5226

1473 No

0.850 0.950 3319 0.950 3319

45 720 10.9 0.97 100% 1% 0

0.97 100% 1% 0

5 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 9.3 0.08

0.97 100% 6% 0

1516

5226

1516 No

0.97 100% 2% 0

0.97 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 72.7 0.61

66 Prot 1 1 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 7.7 0.06

0.97 100% 3% 0

0.97 100% 2% 0

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

3554

0 No

0.97 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 70.7 0.59

162 pm+pt 3 8 3

489 NA 8

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 39.4 0.33

0.95

0.964 0.950 1728 0.280 509

3446

0 No

45 572 8.7 0.97 100% 0% 0

0.97 100% 1% 0

1118 173 NA pm+ov 6 7 6 6 7 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.1 0.43

0.95

40 2046 34.9

998 124 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 55.7 0.46

5226

0.95 0.994

0.950 1711 0.213 384

45 1138 17.2

0% 177 Prot 5

1.00

0 0

0.97 100% 1% 0

0% 0

617 NA 4

278 pm+pt 7 4 7

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 26.0 0.22

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 41.8 0.35

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.6 0.23

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.68 87.2 0.0 87.2 F 76 #115 150 265 0 0 0 0.67

EBT 0.41 10.8 0.0 10.8 B 20.7 C 69 80 640 2427 0 0 0 0.41

01/31/2022

EBR 0.14 5.1 0.0 5.1 A

WBL 0.31 77.1 0.0 77.1 E

15 25

28 m50

215 899 0 0 0 0.14

215 262 0 0 0 0.25

WBT 0.49 11.3 0.0 11.3 B 13.6 B 69 79 1058 2270 0 0 0 0.49

WBR 0.19 4.2 0.0 4.2 A

NBL 0.66 40.0 0.0 40.0 D

15 28

86 141

215 894 0 0 0 0.19

325 255 0 0 0 0.64

NBT 0.64 46.7 0.0 46.7 D 45.1 D 180 238 1966 799 0 0 0 0.61

NBR

SBL 0.91 67.5 0.0 67.5 E 106 #293 330 305 0 0 0 0.91

SBT 0.78 47.4 0.0 47.4 D 53.6 D 247 227 492

SBR

793 0 0 0 0.78

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 29.2 Intersection LOS: C Intersection Capacity Utilization 70.0% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

14 14 1900 11

15 15 1900 11 0%

36 36 1900 11

153 153 1900 10

16 16 1900 11 0%

75 75 1900 11

29 29 1900 12

613 613 2000 12 0%

152 152 1900 12

122 122 1900 12

605 605 2000 12 0%

7 7 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.893 0.950 1745 0.697 1280

1573

0 No

0.97 100% 0% 0

52 NA 4

0.95

0.97 100% 6% 0

0.97 100% 0% 0

1609

0 No

0.97 100% 0% 0

0.95

3689

1615

3689

1615 No

0.97 100% 0% 0

0.97 100% 4% 0

0.97 100% 3% 0

3762

1615

3762

1615 No

45 808 12.2 0.97 100% 0% 0

0.97 100% 0% 0

0.97 100% 1% 0

0.97 100% 0% 0

93 NA 8

158 pm+pt 3 8 3

30 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 24.0 20.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 40.0 33.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 10.0 8.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 52.0 43.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 61.0 50.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 17.2 0.14

None 10.6 0.09

None 28.4 0.24

None 21.8 0.18

None 78.8 0.66

C-Min 70.1 0.58

None 90.7 0.76

None 84.2 0.70

C-Min 76.0 0.63

None 88.1 0.73

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.359 682

45 572 8.7

0% 0

1.00 0.850

0.950 1736 0.415 758

30 433 9.8

0% 14 pm+pt 7 4 7

1.00

0.876 0.950 1685 0.534 947

30 610 13.9 0.97 100% 0% 0

1.00

215 1

632 157 NA pm+ov 2 3 2 2 3

126 pm+pt 1 6 1

624 7 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.07 31.6 0.0 31.6 C 8 23 207 0 0 0 0.07

EBT 0.38 58.6 0.0 58.6 E 52.9 D 39 78 530 235 0 0 0 0.22

EBR

WBL 0.50 41.9 0.0 41.9 D 101 148 373 0 0 0 0.42

WBT 0.32 44.1 0.0 44.1 D 42.7 D 59 110 353

WBR

455 0 0 0 0.20

NBL 0.05 4.3 0.0 4.3 A 4 m7 200 555 0 0 0 0.05

NBT 0.29 6.7 0.0 6.7 A 5.7 A 50 85 492 2154 0 0 0 0.29

01/31/2022

NBR 0.13 1.9 0.0 1.9 A

SBL 0.23 8.3 0.0 8.3 A

10 m10

30 64

180 1313 0 0 0 0.12

215 625 0 0 0 0.20

SBT 0.26 12.3 0.0 12.3 B 11.6 B 120 187 728 2381 0 0 0 0.26

SBR 0.01 8.1 0.0 8.1 A 2 8 215 1186 0 0 0 0.01

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 96 (80%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 51.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

13 13 1900 11

757 757 1900 12 0%

106 106 1900 12

47 47 1900 11

683 683 2000 12 0%

19 19 1900 12

5 5 1900 11

9 9 1900 11 0%

15 15 1900 12

57 57 1900 11

23 23 1900 11 0%

58 58 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.982 0.950 1745 0.373 685

0.850

3514

0 No

0.950 1745 0.229 421

45 999 15.1 0.93 100% 0% 0

0.93 100% 1% 0

928 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 46.7 0.67

3762

1615

3762

1615 No

0.93 100% 0% 0

0.93 100% 1% 0

734 NA 6

51 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 41.8 0.60

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 48.9 0.70

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.93 100% 0% 0

1668

0 No

0.93 100% 0% 0

26 NA 4

6 6

5 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.6 0.17

1.00

1588

0 No

25 1047 28.6 0.93 100% 0% 0

0.93 100% 0% 0

0% 20 Perm

1.00 0.893

0.950 1745 0.456 838

30 523 11.9

0% 0

1.00 0.908

0.950 1745 0.714 1311

45 1531 23.2

0% 14 pm+pt 5 2 5

1.00

0 0

0.93 100% 4% 0

0.93 100% 3% 0

0% 0

87 NA 8

61 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.7 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 15.4 0.22

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 12.0 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.03 6.8 0.0 6.8 A 1 10 150 621 0 0 0 0.02

NBT 0.44 13.7 0.0 13.7 B 13.6 B 118 256 919 2099 0 0 0 0.44

NBR

SBL 0.12 3.3 0.0 3.3 A 0 m6 100 475 0 0 0 0.11

SBT 0.30 5.4 0.0 5.4 A 5.3 A 19 210 1451 2475 0 0 0 0.30

01/31/2022

SBR 0.02 5.5 0.0 5.5 A

NEL 0.02 17.0 0.0 17.0 B

1 m11

2 8

100 1062 0 0 0 0.02

65 332 0 0 0 0.02

NET 0.13 28.3 0.0 28.3 C 26.5 C 10 30 443 333 0 0 0 0.08

NER

SWL 0.21 20.1 0.0 20.1 C 23 40 65 325 0 0 0 0.19

SWT 0.32 27.4 0.0 27.4 C 24.4 C 34 70 967

SWR

343 0 0 0 0.25

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

19 19 1900 11

31 31 1900 11 0%

62 62 1900 12

74 74 1900 11

46 46 1900 11 0%

37 37 1900 12

49 49 1900 11

420 420 1900 12 0%

78 78 1900 12

38 38 1900 11

351 351 1900 12 0%

14 14 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.900 0.950 1745 0.696 1278

1621

0 No

0.89 100% 6% 0

0.89 100% 0% 0

0.89 100% 1% 0

105 NA 4

1714

0 No

0.89 100% 0% 0

83 Perm

94 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.6 0.23

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.89 100% 0% 0

3494

0 No

0.89 100% 1% 0

55 pm+pt 5 2 5

560 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.2 0.65

0.95

3554

0 No

40 2287 39.0 0.89 100% 0% 0

0.89 100% 0% 0

0% 0

0.95 0.994

0.950 1745 0.442 812

30 1565 35.6

0% 0

0.95 0.976

0.950 1745 0.487 894

35 431 8.4

0% 21 Perm

1.00

0.933 0.950 1728 0.689 1253

30 3889 88.4 0.89 100% 0% 0

1.00

0 0

0.89 100% 1% 0

0.89 100% 0% 0

0% 0

410 NA 6

43 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 30.1 0.61

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 31.3 0.63

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 28.1 0.57

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.07 22.6 0.0 22.6 C 5 25 125 435 0 0 0 0.05

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 49.6 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.28 Intersection Signal Delay: 11.8 Intersection Capacity Utilization 41.5% Analysis Period (min) 15 Splits and Phases:

EBT 0.28 23.9 0.0 23.9 C 23.7 C 26 80 3809 552 0 0 0 0.19

EBR

WBL 0.28 24.9 0.0 24.9 C 21 68 80 427 0 0 0 0.19

WBT 0.24 23.3 0.0 23.3 C 24.0 C 24 72 351

WBR

584 0 0 0 0.16

NBL 0.08 4.3 0.0 4.3 A 5 17 400 714 0 0 0 0.08

NBT 0.26 8.4 0.0 8.4 A 8.1 A 39 104 1485 2460 0 0 0 0.23

01/31/2022

NBR

SBL 0.07 4.3 0.0 4.3 A 4 14 110 662 0 0 0 0.06

SBT 0.20 9.4 0.0 9.4 A 8.9 A 44 75 2207

SBR

2502 0 0 0 0.16

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

3.6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 46 17 87 16 15 45 80 799 5 48 638 52 Future Vol, veh/h 46 17 87 16 15 45 80 799 5 48 638 52 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 1 0 0 0 1 1 0 0 1 0 Mvmt Flow 51 19 97 18 17 50 89 888 6 53 709 58 Major/Minor Minor2 Conflicting Flow All 1446 1887 Stage 1 815 815 Stage 2 631 1072 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 94 71 Stage 1 342 394 Stage 2 440 299 Platoon blocked, % Mov Cap-1 Maneuver 68 59 Mov Cap-2 Maneuver 165 148 Stage 1 306 367 Stage 2 337 268 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 22.8 C

Minor1 355 1539 1942 - 1069 1069 - 470 873 6.92 7.5 6.5 6.5 5.5 6.5 5.5 3.31 3.5 4 644 80 66 - 240 300 - 548 370

Major1 447 767 6.9 4.12 3.3 2.21 564 849 -

644 -

564 -

54 141 215 411 WB 25.8 D

NBL 849 0.105 9.7 A 0.3

55 145 269 344

849 -

0 -

NB 0.9

NBT NBR EBLn1 EBLn2WBLn1 - 165 416 256 - 0.31 0.278 0.33 - 36.3 16.9 25.8 E C D 1.2 1.1 1.4

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 894 4.1 2.2 - 767 - 767 -

0 -

SB 0.7

SBL 767 0.07 10 B 0.2

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Morning Peak Hour – No-Build Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

99 99 1900 11

1632 1632 2000 11 0%

133 133 1900 11

31 31 1900 11

990 990 2000 11 0%

66 66 1900 11

154 154 1900 11

379 379 1900 12 0%

14 14 1900 12

283 283 1900 11

468 468 1900 12 0%

29 29 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3319 0.950 3319

5075

1487

5075

1487 No

0.850 0.950 3193 0.950 3193

45 720 10.9 0.93 100% 2% 0

0.93 100% 4% 0

5 3.0 7.5 22.0 18.3% 3.5 1.0 0.0 4.5 Lead Yes None 9.2 0.08

0.93 100% 5% 0

1382

4933

1382 No

0.93 100% 6% 0

0.93 100% 7% 0

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead Yes None 74.3 0.62

33 Prot 1 1 3.0 7.5 12.0 10.0% 3.5 1.0 0.0 4.5 Lead Yes None 6.6 0.06

0.93 100% 13% 0

0.93 100% 5% 0

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

3427

0 No

0.93 100% 5% 0

3.0 6.5 28.0 23.3% 3.5 0.0 0.0 3.5 Lead Yes None 75.0 0.62

166 pm+pt 3 8 3

423 NA 8

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead Yes None 37.2 0.31

0.95

0.991 0.950 1728 0.278 506

3511

0 No

45 572 8.7 0.93 100% 0% 0

0.93 100% 1% 0

1065 71 NA pm+ov 6 7 6 6 7 15.0 21.0 44.0 36.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.7 0.41

0.95

40 2046 34.9

1755 143 NA pm+ov 2 3 2 2 3 15.0 21.0 54.0 45.0% 4.5 1.5 0.0 6.0 Lag Yes C-Min 55.4 0.46

4933

0.95 0.995

0.950 1662 0.383 670

45 1138 17.2

0% 106 Prot 5

1.00

0 0

0.93 100% 2% 0

0.93 100% 0% 0

0% 0

534 NA 4

304 pm+pt 7 4 7

15.0 21.0 26.0 21.7% 4.5 1.5 0.0 6.0 Lag Yes None 21.8 0.18

3.0 6.5 28.0 23.3% 3.5 0.0 0.0 3.5 Lead Yes None 48.1 0.40

15.0 21.0 35.0 29.2% 4.5 1.5 0.0 6.0 Lag Yes None 29.2 0.24

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.42 77.8 0.0 77.8 E 45 m64 150 484 0 0 0 0.22

EBT 0.75 15.9 0.0 15.9 B 18.3 B 133 269 640 2343 0 0 0 0.75

01/31/2022

EBR 0.16 3.8 0.0 3.8 A

WBL 0.19 61.7 0.0 61.7 E

14 m19

13 m28

215 952 0 0 0 0.15

215 199 0 0 0 0.17

WBT 0.53 19.3 0.0 19.3 B 19.7 B 137 158 1058 2002 0 0 0 0.53

WBR 0.08 5.5 0.0 5.5 A

NBL 0.53 30.5 0.0 30.5 C

13 m20

81 132

215 912 0 0 0 0.08

325 350 0 0 0 0.47

NBT 0.68 52.2 0.0 52.2 D 46.1 D 158 223 1966 625 0 0 0 0.68

NBR

SBL 0.74 37.5 0.0 37.5 D 171 164 330 452 0 0 0 0.67

SBT 0.63 41.0 0.0 41.0 D 39.7 D 194 258 492

SBR

876 0 0 0 0.61

1: McHenry Road & Lake Cook Road

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

1 1 1900 11

0 0 1900 11 0%

10 10 1900 11

46 46 1900 10

0 0 1900 11 0%

24 24 1900 11

11 11 1900 12

434 434 2000 12 0%

65 65 1900 12

49 49 1900 12

662 662 2000 12 0%

5 5 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.850 1561

1837

1561

0 No

0.950 1652 0.755 1313

30 610 13.9 0.88 100% 0% 0

11 NA 4

0.95

0.88 100% 0% 0

0.88 100% 2% 0

1561

0 No

0.88 100% 0% 0

0.95

3551

1568

3551

1568 No

0.88 100% 0% 0

0.88 100% 7% 0

3725

1615

3725

1615 No

45 808 12.2 0.88 100% 3% 0

0.88 100% 4% 0

0.88 100% 2% 0

0.88 100% 0% 0

27 NA 8

52 pm+pt 3 8 3

13 pm+pt 5 2 5

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 20.0 16.7% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 27.0 22.5% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 71.0 59.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

None 7.9 0.07

None 8.2 0.07

None 13.1 0.11

None 9.7 0.08

None 98.3 0.82

C-Min 92.4 0.77

None 106.2 0.88

None 100.7 0.84

C-Min 96.6 0.80

None 105.9 0.88

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1736 0.457 835

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.365 694

30 433 9.8

0% 1 pm+pt 7 4 7

1.00

0.850

0.950 1745

0.88 100% 0% 0

1.00

215 1

493 74 NA pm+ov 2 3 2 2 3

56 pm+pt 1 6 1

752 6 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.01 44.0 0.0 44.0 D 1 6 144 0 0 0 0.01

EBT 0.10 54.6 0.0 54.6 D 53.7 D 8 27 530 182 0 0 0 0.06

EBR

WBL 0.30 50.6 0.0 50.6 D 38 67 225 0 0 0 0.23

WBT 0.21 54.4 0.0 54.4 D 51.9 D 20 47 353

WBR

273 0 0 0 0.10

NBL 0.02 0.9 0.0 0.9 A 2 m1 200 646 0 0 0 0.02

NBT 0.18 2.9 0.0 2.9 A 2.5 A 45 18 492 2734 0 0 0 0.18

01/31/2022

NBR 0.05 0.6 0.0 0.6 A

SBL 0.07 3.0 0.0 3.0 A

2 m7

5 22

180 1421 0 0 0 0.05

215 801 0 0 0 0.07

SBT 0.25 5.1 0.0 5.1 A 4.9 A 50 167 728 2998 0 0 0 0.25

SBR 0.00 3.2 0.0 3.2 A 0 5 215 1445 0 0 0 0.00

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 78 (65%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 6.9 Intersection LOS: A Intersection Capacity Utilization 43.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

9 9 1900 11

417 417 1900 12 0%

43 43 1900 12

57 57 1900 11

689 689 2000 12 0%

6 6 1900 12

1 1 1900 11

7 7 1900 11 0%

12 12 1900 12

29 29 1900 11

10 10 1900 11 0%

48 48 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.986 0.950 1572 0.358 592

0.850

3347

0 No

0.950 1745 0.428 786

45 999 15.1 0.89 100% 11% 0

0.89 100% 7% 0

517 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 51.9 0.74

3725

1615

3725

1615 No

0.89 100% 0% 0

0.89 100% 2% 0

774 NA 6

64 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.3 0.69

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 54.4 0.78

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.7 0.75

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.907 0

1837

1666

0 No

0.950 1745 0.580 1065

30 523 11.9 0.89 100% 0% 0

0.89 100% 0% 0

21 NA 4

6 6

1 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.7 0.75

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 9.3 0.13

1.00

1607

0 No

25 1047 28.6 0.89 100% 0% 0

0.89 100% 0% 0

0% 7 Perm

1.00 0.875

1666

0% 0

1.00

0.950 1745

45 1531 23.2

0% 10 pm+pt 5 2 5

1.00

0 0

0.89 100% 0% 0

0% 0

65 NA 8

33 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.6 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.7 0.17

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 9.5 0.14

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.02 5.3 0.0 5.3 A 1 8 150 590 0 0 0 0.02

NBT 0.22 9.2 0.0 9.2 A 9.1 A 55 125 919 2311 0 0 0 0.22

NBR

SBL 0.09 1.2 0.0 1.2 A 1 m4 100 743 0 0 0 0.09

SBT 0.28 3.6 0.0 3.6 A 3.4 A 10 202 1451 2803 0 0 0 0.28

01/31/2022

SBR 0.01 3.8 0.0 3.8 A

NEL 0.00 20.0 0.0 20.0 B

0 m3

0 3

100 1215 0 0 0 0.01

65 315 0 0 0 0.00

NET 0.10 28.2 0.0 28.2 C 27.8 C 8 26 443 333 0 0 0 0.06

NER

SWL 0.13 21.8 0.0 21.8 C 12 26 65 303 0 0 0 0.11

SWT 0.30 30.3 0.0 30.3 C 27.4 C 26 56 967

SWR

321 0 0 0 0.20

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 2 (3%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 7.4 Intersection LOS: A Intersection Capacity Utilization 43.0% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

25 25 1900 11

29 29 1900 11 0%

30 30 1900 12

40 40 1900 11

15 15 1900 11 0%

24 24 1900 12

20 20 1900 11

337 337 1900 12 0%

58 58 1900 12

25 25 1900 11

401 401 1900 12 0%

15 15 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.924 0.950 1745 0.870 1598

1680

0 No

0.85 100% 0% 0

0.85 100% 2% 0

69 NA 4

1630

0 No

0.85 100% 0% 0

47 Perm

46 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 10.7 0.26

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.85 100% 4% 0

0.85 100% 5% 0

3461

0 No

0.85 100% 2% 0

24 pm+pt 5 2 5

464 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 28.6 0.69

0.95

3521

0 No

40 2287 39.0 0.85 100% 2% 0

0.85 100% 4% 0

0% 0

0.95 0.994

0.950 1678 0.468 827

30 1565 35.6

0% 0

0.95 0.978

0.950 1662 0.473 827

35 431 8.4

0% 29 Perm

1.00

0.909 0.950 1711 0.870 1567

30 3889 88.4 0.85 100% 0% 0

1.00

0 0

0.85 100% 2% 0

0.85 100% 0% 0

0% 0

490 NA 6

29 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 28.4 0.69

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 29.1 0.70

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.8 0.72

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.07 20.8 0.0 20.8 C 5 29 125 673 0 0 0 0.04

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 41.3 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.20 Intersection Signal Delay: 8.5 Intersection Capacity Utilization 38.0% Analysis Period (min) 15 Splits and Phases:

EBT 0.16 20.5 0.0 20.5 C 20.6 C 13 54 3809 707 0 0 0 0.10

EBR

WBL 0.12 20.6 0.0 20.6 C 8 41 80 659 0 0 0 0.07

WBT 0.11 20.5 0.0 20.5 C 20.6 C 8 40 351

WBR

686 0 0 0 0.07

NBL 0.03 3.8 0.0 3.8 A 2 8 400 736 0 0 0 0.03

NBT 0.20 7.1 0.0 7.1 A 6.9 A 27 76 1485 2752 0 0 0 0.17

01/31/2022

NBR

SBL 0.04 3.7 0.0 3.7 A 2 9 110 748 0 0 0 0.04

SBT 0.19 5.7 0.0 5.7 A 5.6 A 28 80 2207

SBR

2806 0 0 0 0.17

Intersection LOS: A ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.4

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 12 38 10 1 16 27 464 3 26 676 11 Future Vol, veh/h 12 12 38 10 1 16 27 464 3 26 676 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 0 8 0 0 0 11 5 0 0 2 18 Mvmt Flow 13 13 43 11 1 18 30 521 3 29 760 12 Major/Minor Minor2 Conflicting Flow All 1139 1402 Stage 1 818 818 Stage 2 321 584 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 159 141 Stage 1 340 393 Stage 2 671 501 Platoon blocked, % Mov Cap-1 Maneuver 147 132 Mov Cap-2 Maneuver 252 249 Stage 1 327 382 Stage 2 628 482 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 15.3 C

Minor1 380 1028 1413 - 583 583 - 445 830 7.06 7.5 6.5 6.5 5.5 6.5 5.5 3.38 3.5 4 601 191 139 - 470 502 - 567 388

Major1 262 772 6.9 4.32 3.3 2.31 743 783 -

601 -

743 -

162 283 452 494 WB 13.7 B

NBL 783 0.039 9.8 A 0.1

130 241 483 377

783 -

0 -

NB 0.5

NBT NBR EBLn1 EBLn2WBLn1 SBL - 252 449 442 1053 - 0.054 0.125 0.069 0.028 - 20.1 14.2 13.7 8.5 C B B A 0.2 0.4 0.2 0.1

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 524 4.1 2.2 - 1053 - 1053 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Evening Peak Hour – No-Build Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

145 145 1900 11

1072 1072 2000 11 0%

170 170 1900 11

54 54 1900 11

1649 1649 2000 11 0%

189 189 1900 11

175 175 1900 11

587 587 1900 12 0%

14 14 1900 12

207 207 1900 11

446 446 1900 12 0%

84 84 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3385 0.950 3385

5175

1531

5175

1531 No

0.850 0.950 3385 0.950 3385

45 720 10.9 0.91 100% 0% 0

0.91 100% 2% 0

5 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 9.2 0.08

0.91 100% 2% 0

1561

5175

1561 No

0.91 100% 0% 0

0.91 100% 2% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 73.3 0.61

59 Prot 1 1 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 7.5 0.06

0.91 100% 0% 0

0.91 100% 2% 0

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

3564

0 No

0.91 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 69.8 0.58

192 pm+pt 3 8 3

660 NA 8

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 40.8 0.34

0.95

0.976 0.950 1728 0.159 289

3483

0 No

45 572 8.7 0.91 100% 0% 0

0.91 100% 1% 0

1812 208 NA pm+ov 6 7 6 6 7 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.3 0.44

0.95

40 2046 34.9

1178 187 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 56.0 0.47

5175

0.95 0.997

0.950 1711 0.227 409

45 1138 17.2

0% 159 Prot 5

1.00

0 0

0.91 100% 1% 0

0.91 100% 2% 0

0% 0

582 NA 4

227 pm+pt 7 4 7

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.0 0.22

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 41.2 0.34

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.2 0.23

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.62 76.0 0.0 76.0 E 67 m103 150 267 0 0 0 0.60

EBT 0.49 12.8 0.0 12.8 B 18.4 B 102 117 640 2415 0 0 0 0.49

01/31/2022

EBR 0.20 4.8 0.0 4.8 A

WBL 0.28 68.4 0.0 68.4 E

24 m37

24 m33

215 938 0 0 0 0.20

215 267 0 0 0 0.22

WBT 0.80 17.0 0.0 17.0 B 17.2 B 130 203 1058 2256 0 0 0 0.80

WBR 0.23 4.1 0.0 4.1 A

NBL 0.74 45.5 0.0 45.5 D

21 m26

105 #184

215 908 0 0 0 0.23

325 264 0 0 0 0.73

NBT 0.82 54.0 0.0 54.0 D 52.1 D 257 #329 1966 801 0 0 0 0.82

NBR

SBL 0.96 87.4 0.0 87.4 F 107 #290 330 237 0 0 0 0.96

SBT 0.74 44.8 0.0 44.8 D 56.7 E 228 176 492

SBR

789 0 0 0 0.74

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 29.3 Intersection LOS: C Intersection Capacity Utilization 79.6% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1900 11

4 4 1900 11 0%

19 19 1900 11

98 98 1900 10

6 6 1900 11 0%

66 66 1900 11

22 22 1900 12

802 802 2000 12 0%

97 97 1900 12

90 90 1900 12

565 565 2000 12 0%

9 9 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.875 0.950 1745 0.714 1311

1607

0 No

0.95 100% 0% 0

24 NA 4

0.95

0.95 100% 0% 0

1583

0 No

0.95 100% 0% 0

0.95

3762

1615

3762

1615 No

0.95 100% 0% 0

0.95 100% 1% 0

3725

1615

3725

1615 No

45 808 12.2 0.95 100% 0% 0

0.95 100% 0% 0

0.95 100% 2% 0

0.95 100% 0% 0

75 NA 8

103 pm+pt 3 8 3

23 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 19.0 15.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 29.0 24.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 73.0 60.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 13.0 0.11

None 8.8 0.07

None 21.8 0.18

None 15.5 0.13

None 86.4 0.72

C-Min 77.9 0.65

None 96.5 0.80

None 90.3 0.75

C-Min 82.8 0.69

None 94.7 0.79

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.283 538

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.427 811

30 433 9.8

0% 12 pm+pt 7 4 7

1.00

0.862 0.950 1685 0.456 809

30 610 13.9 0.95 100% 0% 0

1.00

215 1

844 102 NA pm+ov 2 3 2 2 3

95 pm+pt 1 6 1

595 9 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.07 36.5 0.0 36.5 D 7 23 162 0 0 0 0.07

EBT 0.21 56.0 0.0 56.0 E 49.5 D 18 46 530 174 0 0 0 0.14

EBR

WBL 0.43 45.8 0.0 45.8 D 67 111 270 0 0 0 0.38

WBT 0.37 51.4 0.0 51.4 D 48.2 D 50 98 353

WBR

303 0 0 0 0.25

NBL 0.04 2.2 0.0 2.2 A 2 m3 200 633 0 0 0 0.04

NBT 0.35 4.8 0.0 4.8 A 4.4 A 50 75 492 2442 0 0 0 0.35

01/31/2022

NBR 0.08 1.5 0.0 1.5 A

SBL 0.20 6.0 0.0 6.0 A

8 m11

19 42

180 1337 0 0 0 0.08

215 540 0 0 0 0.18

SBT 0.23 9.0 0.0 9.0 A 8.6 A 99 153 728 2571 0 0 0 0.23

SBR 0.01 5.9 0.0 5.9 A 2 8 215 1274 0 0 0 0.01

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 82 (68%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 10.9 Intersection LOS: B Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

21 21 1900 11

769 769 1900 12 0%

91 91 1900 12

39 39 1900 11

605 605 2000 12 0%

12 12 1900 12

4 4 1900 11

10 10 1900 11 0%

11 11 1900 12

46 46 1900 11

26 26 1900 11 0%

78 78 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.984 0.950 1745 0.414 760

0.850

3517

0 No

0.950 1745 0.260 478

45 999 15.1 0.97 100% 0% 0

0.97 100% 1% 0

887 NA 2

3.0 9.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 51.4 0.69

3762

1495

3762

1495 No

0.97 100% 1% 0

0.97 100% 0% 0

0.97 100% 1% 0

624 NA 6

40 pm+pt 1 6 1

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.4 0.62

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 52.5 0.70

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.4 0.65

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.97 100% 8% 0

0.97 100% 0% 0

1615

0 No

0.97 100% 0% 0

21 NA 4

6 6

4 pm+pt 7 4 7

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.4 0.65

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 12.1 0.16

1.00

1631

0 No

25 1047 28.6 0.97 100% 9% 0

0.97 100% 0% 0

0% 12 Perm

1.00 0.888

0.950 1745 0.478 878

30 523 11.9

0% 0

1.00 0.921

0.950 1745 0.688 1264

45 1531 23.2

0% 22 pm+pt 5 2 5

1.00

0 0

0.97 100% 0% 0

0% 0

107 NA 8

47 pm+pt 3 8 3

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 9.2 0.12

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 15.9 0.21

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 12.7 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.04 6.5 0.0 6.5 A 2 14 150 665 0 0 0 0.03

NBT 0.41 12.6 0.0 12.6 B 12.4 B 114 244 919 2173 0 0 0 0.41

NBR

SBL 0.09 3.2 0.0 3.2 A 2 m6 100 501 0 0 0 0.08

SBT 0.26 6.1 0.0 6.1 A 5.9 A 18 178 1451 2429 0 0 0 0.26

01/31/2022

SBR 0.01 6.3 0.0 6.3 A

NEL 0.02 18.5 0.0 18.5 B

1 m7

2 7

100 965 0 0 0 0.01

65 316 0 0 0 0.01

NET 0.11 29.8 0.0 29.8 C 27.9 C 9 27 443 366 0 0 0 0.06

NER

SWL 0.17 21.2 0.0 21.2 C 19 35 65 316 0 0 0 0.15

SWT 0.39 30.8 0.0 30.8 C 27.9 C 46 87 967

SWR

380 0 0 0 0.28

Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 11.5 Intersection LOS: B Intersection Capacity Utilization 50.0% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

31 31 1900 11

31 31 1900 11 0%

53 53 1900 12

82 82 1900 11

46 46 1900 11 0%

37 37 1900 12

60 60 1900 11

474 474 1900 12 0%

74 74 1900 12

45 45 1900 11

537 537 1900 12 0%

27 27 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.905 0.950 1745 0.701 1288

1641

0 No

0.96 100% 0% 0

0.96 100% 2% 0

0.96 100% 0% 0

87 NA 4

1691

0 No

0.96 100% 0% 0

85 Perm

87 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.7 0.23

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.96 100% 3% 0

0.96 100% 0% 0

3507

0 No

0.96 100% 1% 0

63 pm+pt 5 2 5

571 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 33.4 0.65

0.95

3551

0 No

40 2287 39.0 0.96 100% 0% 0

0.96 100% 0% 0

0% 0

0.95 0.993

0.950 1745 0.437 803

30 1565 35.6

0% 0

0.95 0.980

0.950 1745 0.431 792

35 431 8.4

0% 32 Perm

1.00

0.933 0.950 1745 0.701 1288

30 3889 88.4 0.96 100% 0% 0

1.00

0 0

0.96 100% 1% 0

0.96 100% 0% 0

0% 0

587 NA 6

47 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 30.3 0.59

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 33.3 0.65

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 30.2 0.59

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.11 23.7 0.0 23.7 C 10 33 125 427 0 0 0 0.07

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 51.5 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 11.9 Intersection Capacity Utilization 43.6% Analysis Period (min) 15 Splits and Phases:

EBT 0.23 24.3 0.0 24.3 C 24.2 C 27 69 3809 545 0 0 0 0.16

EBR

WBL 0.29 25.9 0.0 25.9 C 27 70 80 427 0 0 0 0.20

WBT 0.23 24.2 0.0 24.2 C 25.0 C 27 69 351

WBR

561 0 0 0 0.16

NBL 0.10 4.3 0.0 4.3 A 6 19 400 662 0 0 0 0.10

NBT 0.28 9.4 0.0 9.4 A 8.9 A 64 107 1485 2395 0 0 0 0.24

01/31/2022

NBR

SBL 0.07 4.2 0.0 4.2 A 5 15 110 666 0 0 0 0.07

SBT 0.28 9.4 0.0 9.4 A 9.0 A 66 110 2207

SBR

2425 0 0 0 0.24

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.7

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 38 9 38 10 6 9 52 830 14 21 622 31 Future Vol, veh/h 38 9 38 10 6 9 52 830 14 21 622 31 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 3 0 3 10 0 0 0 1 0 0 1 0 Mvmt Flow 42 10 42 11 7 10 58 922 16 23 691 34 Major/Minor Minor2 Conflicting Flow All 1318 1791 Stage 1 737 737 Stage 2 581 1054 Critical Hdwy 7.56 6.5 Critical Hdwy Stg 1 6.56 5.5 Critical Hdwy Stg 2 6.56 5.5 Follow-up Hdwy 3.53 4 Pot Cap-1 Maneuver 114 82 Stage 1 374 428 Stage 2 464 305 Platoon blocked, % Mov Cap-1 Maneuver 101 74 Mov Cap-2 Maneuver 215 178 Stage 1 350 415 Stage 2 416 285 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 19.6 C

Minor1 346 1443 1817 - 1046 1046 - 397 771 6.96 7.7 6.5 6.7 5.5 6.7 5.5 3.33 3.6 4 647 86 79 - 230 308 - 579 413

Major1 469 725 6.9 4.1 3.3 2.2 546 887 -

647 -

546 -

71 160 215 512 WB 23.6 C

NBL 887 0.065 9.3 A 0.2

72 175 288 400

887 -

0 -

NB 0.5

NBT NBR EBLn1 EBLn2WBLn1 SBL - 215 430 221 739 - 0.196 0.121 0.126 0.032 - 25.8 14.5 23.6 10 D B C B 0.7 0.4 0.4 0.1

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 938 4.1 2.2 - 739 - 739 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Saturday Midday Peak Hour – No-Build Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

178 178 1900 11

1002 1002 2000 11 0%

124 124 1900 11

66 66 1900 11

1122 1122 2000 11 0%

174 174 1900 11

163 163 1900 11

470 470 1900 12 0%

21 21 1900 12

280 280 1900 11

471 471 1900 12 0%

149 149 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3351 0.950 3351

5226

1473

5226

1473 No

0.850 0.950 3319 0.950 3319

45 720 10.9 0.97 100% 1% 0

0.97 100% 1% 0

5 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 9.3 0.08

0.97 100% 6% 0

1516

5226

1516 No

0.97 100% 2% 0

0.97 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 73.0 0.61

68 Prot 1 1 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 7.8 0.06

0.97 100% 3% 0

0.97 100% 2% 0

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

3551

0 No

0.97 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 70.4 0.59

168 pm+pt 3 8 3

507 NA 8

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 39.9 0.33

0.95

0.964 0.950 1728 0.273 496

3446

0 No

45 572 8.7 0.97 100% 0% 0

0.97 100% 1% 0

1157 179 NA pm+ov 6 7 6 6 7 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.3 0.44

0.95

40 2046 34.9

1033 128 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 55.9 0.47

5226

0.95 0.993

0.950 1711 0.186 335

45 1138 17.2

0% 184 Prot 5

1.00

0 0

0.97 100% 1% 0

0% 0

640 NA 4

289 pm+pt 7 4 7

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 26.3 0.22

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 41.6 0.35

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.3 0.23

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.71 88.1 0.0 88.1 F 78 #122 150 265 0 0 0 0.69

EBT 0.42 10.5 0.0 10.5 B 20.6 C 70 81 640 2436 0 0 0 0.42

01/31/2022

EBR 0.14 4.9 0.0 4.9 A

WBL 0.32 77.5 0.0 77.5 E

15 25

29 m51

215 901 0 0 0 0.14

215 262 0 0 0 0.26

WBT 0.51 11.1 0.0 11.1 B 13.4 B 69 79 1058 2277 0 0 0 0.51

WBR 0.20 4.1 0.0 4.1 A

NBL 0.71 43.9 0.0 43.9 D

15 27

90 #156

215 889 0 0 0 0.20

325 244 0 0 0 0.69

NBT 0.65 47.0 0.0 47.0 D 46.3 D 187 247 1966 798 0 0 0 0.64

NBR

SBL 0.98 82.9 0.0 82.9 F ~114 #317 330 295 0 0 0 0.98

SBT 0.82 50.8 0.0 50.8 D 60.8 E 257 #256 492

SBR

783 0 0 0 0.82

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 30.8 Intersection LOS: C Intersection Capacity Utilization 71.9% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

14 14 1900 11

15 15 1900 11 0%

36 36 1900 11

153 153 1900 10

16 16 1900 11 0%

75 75 1900 11

29 29 1900 12

641 641 2000 12 0%

152 152 1900 12

122 122 1900 12

626 626 2000 12 0%

7 7 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.893 0.950 1745 0.697 1280

1573

0 No

0.97 100% 0% 0

52 NA 4

0.95

0.97 100% 6% 0

0.97 100% 0% 0

1609

0 No

0.97 100% 0% 0

0.95

3689

1615

3689

1615 No

0.97 100% 0% 0

0.97 100% 4% 0

0.97 100% 3% 0

3762

1615

3762

1615 No

45 808 12.2 0.97 100% 0% 0

0.97 100% 0% 0

0.97 100% 1% 0

0.97 100% 0% 0

93 NA 8

158 pm+pt 3 8 3

30 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 24.0 20.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 40.0 33.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 10.0 8.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 52.0 43.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 61.0 50.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 16.9 0.14

None 10.6 0.09

None 28.5 0.24

None 22.1 0.18

None 78.8 0.66

C-Min 70.1 0.58

None 90.7 0.76

None 84.1 0.70

C-Min 75.9 0.63

None 87.8 0.73

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.345 656

45 572 8.7

0% 0

1.00 0.850

0.950 1736 0.404 738

30 433 9.8

0% 14 pm+pt 7 4 7

1.00

0.876 0.950 1685 0.533 945

30 610 13.9 0.97 100% 0% 0

1.00

215 1

661 157 NA pm+ov 2 3 2 2 3

126 pm+pt 1 6 1

645 7 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.07 31.6 0.0 31.6 C 8 23 203 0 0 0 0.07

EBT 0.38 58.6 0.0 58.6 E 52.9 D 39 78 530 235 0 0 0 0.22

EBR

WBL 0.50 41.9 0.0 41.9 D 101 148 373 0 0 0 0.42

WBT 0.31 43.5 0.0 43.5 D 42.5 D 59 107 353

WBR

455 0 0 0 0.20

NBL 0.06 4.4 0.0 4.4 A 4 m6 200 542 0 0 0 0.06

NBT 0.31 7.1 0.0 7.1 A 6.0 A 53 132 492 2154 0 0 0 0.31

01/31/2022

NBR 0.13 1.9 0.0 1.9 A

SBL 0.23 8.4 0.0 8.4 A

10 m10

30 65

180 1313 0 0 0 0.12

215 610 0 0 0 0.21

SBT 0.27 12.4 0.0 12.4 B 11.7 B 124 195 728 2380 0 0 0 0.27

SBR 0.01 8.4 0.0 8.4 A 2 8 215 1182 0 0 0 0.01

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 96 (80%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 52.1% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

13 13 1900 11

783 783 1900 12 0%

106 106 1900 12

47 47 1900 11

707 707 2000 12 0%

19 19 1900 12

5 5 1900 11

9 9 1900 11 0%

15 15 1900 12

57 57 1900 11

23 23 1900 11 0%

58 58 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.982 0.950 1745 0.360 661

0.850

3514

0 No

0.950 1745 0.219 402

45 999 15.1 0.93 100% 0% 0

0.93 100% 1% 0

956 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 46.7 0.67

3762

1615

3762

1615 No

0.93 100% 0% 0

0.93 100% 1% 0

760 NA 6

51 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 41.8 0.60

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 48.9 0.70

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.93 100% 0% 0

1668

0 No

0.93 100% 0% 0

26 NA 4

6 6

5 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.6 0.17

1.00

1588

0 No

25 1047 28.6 0.93 100% 0% 0

0.93 100% 0% 0

0% 20 Perm

1.00 0.893

0.950 1745 0.456 838

30 523 11.9

0% 0

1.00 0.908

0.950 1745 0.714 1311

45 1531 23.2

0% 14 pm+pt 5 2 5

1.00

0 0

0.93 100% 4% 0

0.93 100% 3% 0

0% 0

87 NA 8

61 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.7 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 15.4 0.22

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 12.0 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.03 6.8 0.0 6.8 A 1 10 150 608 0 0 0 0.02

NBT 0.46 14.0 0.0 14.0 B 13.9 B 123 #272 919 2099 0 0 0 0.46

NBR

SBL 0.13 3.3 0.0 3.3 A 0 m6 100 465 0 0 0 0.11

SBT 0.31 5.4 0.0 5.4 A 5.3 A 19 218 1451 2475 0 0 0 0.31

01/31/2022

SBR 0.02 5.4 0.0 5.4 A

NEL 0.02 17.0 0.0 17.0 B

1 m10

2 8

100 1062 0 0 0 0.02

65 332 0 0 0 0.02

NET 0.13 28.3 0.0 28.3 C 26.5 C 10 30 443 333 0 0 0 0.08

NER

SWL 0.21 20.1 0.0 20.1 C 23 40 65 325 0 0 0 0.19

SWT 0.32 27.4 0.0 27.4 C 24.4 C 34 70 967

SWR

343 0 0 0 0.25

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

19 19 1900 11

31 31 1900 11 0%

62 62 1900 12

74 74 1900 11

46 46 1900 11 0%

37 37 1900 12

49 49 1900 11

435 435 1900 12 0%

78 78 1900 12

38 38 1900 11

363 363 1900 12 0%

14 14 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.900 0.950 1745 0.696 1278

1621

0 No

0.89 100% 6% 0

0.89 100% 0% 0

0.89 100% 1% 0

105 NA 4

1714

0 No

0.89 100% 0% 0

83 Perm

94 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.6 0.23

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.89 100% 0% 0

3497

0 No

0.89 100% 1% 0

55 pm+pt 5 2 5

577 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.4 0.65

0.95

3554

0 No

40 2287 39.0 0.89 100% 0% 0

0.89 100% 0% 0

0% 0

0.95 0.994

0.950 1745 0.435 799

30 1565 35.6

0% 0

0.95 0.977

0.950 1745 0.479 880

35 431 8.4

0% 21 Perm

1.00

0.933 0.950 1728 0.689 1253

30 3889 88.4 0.89 100% 0% 0

1.00

0 0

0.89 100% 1% 0

0.89 100% 0% 0

0% 0

424 NA 6

43 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 30.4 0.61

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 31.6 0.63

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 28.4 0.57

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.07 22.7 0.0 22.7 C 5 25 125 434 0 0 0 0.05

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 49.9 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 11.8 Intersection Capacity Utilization 41.9% Analysis Period (min) 15 Splits and Phases:

EBT 0.28 24.1 0.0 24.1 C 23.9 C 27 80 3809 550 0 0 0 0.19

EBR

WBL 0.29 25.1 0.0 25.1 C 21 68 80 425 0 0 0 0.20

WBT 0.24 23.5 0.0 23.5 C 24.2 C 24 72 351

WBR

582 0 0 0 0.16

NBL 0.08 4.3 0.0 4.3 A 5 17 400 708 0 0 0 0.08

NBT 0.27 8.4 0.0 8.4 A 8.1 A 40 107 1485 2452 0 0 0 0.24

01/31/2022

NBR

SBL 0.07 4.3 0.0 4.3 A 4 14 110 657 0 0 0 0.07

SBT 0.21 9.4 0.0 9.4 A 8.9 A 45 78 2207

SBR

2492 0 0 0 0.17

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

3.6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 46 17 87 16 15 45 80 827 5 48 661 52 Future Vol, veh/h 46 17 87 16 15 45 80 827 5 48 661 52 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 1 0 0 0 1 1 0 0 1 0 Mvmt Flow 51 19 97 18 17 50 89 919 6 53 734 58 Major/Minor Minor2 Conflicting Flow All 1486 1943 Stage 1 840 840 Stage 2 646 1103 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 88 66 Stage 1 330 384 Stage 2 431 290 Platoon blocked, % Mov Cap-1 Maneuver 63 55 Mov Cap-2 Maneuver 158 142 Stage 1 295 357 Stage 2 327 259 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 23.8 C

Minor1 367 1583 1998 - 1100 1100 - 483 898 6.92 7.5 6.5 6.5 5.5 6.5 5.5 3.31 3.5 4 633 74 61 - 230 290 - 539 361

Major1 463 792 6.9 4.12 3.3 2.21 551 831 -

633 -

551 -

49 134 205 402 WB 27.2 D

NBL 831 0.107 9.8 A 0.4

51 138 259 335

831 -

0 -

NB 0.9

NBT NBR EBLn1 EBLn2WBLn1 SBL - 158 404 245 747 - 0.323 0.286 0.345 0.071 - 38.3 17.4 27.2 10.2 E C D B 1.3 1.2 1.5 0.2

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 925 4.1 2.2 - 747 - 747 -

0 -

SB 0.6

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Morning Peak Hour – Projected Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

139 139 1900 11

1632 1632 2000 11 0%

133 133 1900 11

31 31 1900 11

1010 1010 2000 11 0%

86 86 1900 11

164 164 1900 11

399 399 1900 12 0%

14 14 1900 12

327 327 1900 11

501 501 1900 12 0%

44 44 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3319 0.950 3319

5075

1487

5075

1487 No

0.850 0.950 3193 0.950 3193

45 720 10.9 0.93 100% 2% 0

0.93 100% 4% 0

5 3.0 7.5 14.7 12.3% 3.5 1.0 0.0 4.5 Lead Yes None 9.6 0.08

0.93 100% 5% 0

1382

4933

1382 No

0.93 100% 6% 0

0.93 100% 7% 0

3.0 6.5 17.8 14.8% 3.5 0.0 0.0 3.5 Lead Yes None 73.2 0.61

33 Prot 1

0.93 100% 13% 0

0.93 100% 5% 0

3.0 7.5 8.0 6.7% 3.5 1.0 0.0 4.5 Lead Yes None 4.4 0.04

15.0 21.0 48.3 40.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 45.3 0.38

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

3426

0 No

0.93 100% 5% 0

3.0 6.5 30.0 25.0% 3.5 0.0 0.0 3.5 Lead Yes None 73.8 0.62

176 pm+pt 3 8 3

444 NA 8

3.0 6.5 17.8 14.8% 3.5 0.0 0.0 3.5 Lead Yes None 37.8 0.32

0.95

0.988 0.950 1728 0.268 487

3502

0 No

45 572 8.7 0.93 100% 0% 0

0.93 100% 1% 0

1086 92 NA pm+ov 6 7 6 6 7

0.95

40 2046 34.9

1755 143 NA pm+ov 2 3 2 2 3 15.0 21.0 55.0 45.8% 4.5 1.5 0.0 6.0 Lag Yes C-Min 54.6 0.46

4933

0.95 0.995

0.950 1662 0.390 682

45 1138 17.2

0% 149 Prot 5

1.00

0 0

0.93 100% 2% 0

0.93 100% 0% 0

0% 0

586 NA 4

352 pm+pt 7 4 7

15.0 21.0 27.0 22.5% 4.5 1.5 0.0 6.0 Lag Yes None 22.7 0.19

3.0 6.5 30.0 25.0% 3.5 0.0 0.0 3.5 Lead Yes None 51.1 0.43

15.0 21.0 39.2 32.7% 4.5 1.5 0.0 6.0 Lag Yes None 32.5 0.27

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.56 85.1 0.0 85.1 F 61 m85 150 282 0 0 0 0.53

EBT 0.76 14.7 0.0 14.7 B 19.0 B 218 256 640 2308 0 0 0 0.76

01/31/2022

EBR 0.16 4.0 0.0 4.0 A

WBL 0.28 70.3 0.0 70.3 E

0 m18

13 m28

215 927 0 0 0 0.15

215 116 0 0 0 0.28

WBT 0.58 20.1 0.0 20.1 C 20.3 C 129 148 1058 1862 0 0 0 0.58

WBR 0.11 5.3 0.0 5.3 A

NBL 0.56 29.8 0.0 29.8 C

15 m23

83 133

215 896 0 0 0 0.10

325 341 0 0 0 0.52

NBT 0.69 51.7 0.0 51.7 D 45.5 D 165 233 1966 646 0 0 0 0.69

NBR

SBL 0.80 42.6 0.0 42.6 D 205 312 330 481 0 0 0 0.73

SBT 0.62 34.0 0.0 34.0 C 37.2 D 214 145 492

SBR

975 0 0 0 0.60

1: McHenry Road & Lake Cook Road

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

17 17 1900 11

0 0 1900 11 0%

74 74 1900 11

46 46 1900 10

0 0 1900 11 0%

24 24 1900 11

67 67 1900 12

458 458 2000 12 0%

65 65 1900 12

49 49 1900 12

690 690 2000 12 0%

19 19 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.850 0.950 1745 0.740 1359

1.00

1561

0 No

0.88 100% 0% 0

0.88 100% 2% 0

84 NA 4

1561

0 No

0.88 100% 0% 0

0.95

3551

1568

3551

1568 No

0.88 100% 0% 0

0.88 100% 7% 0

3725

1615

3725

1615 No

45 808 12.2 0.88 100% 3% 0

0.88 100% 4% 0

0.88 100% 2% 0

0.88 100% 0% 0

27 NA 8

52 pm+pt 3 8 3

76 pm+pt 5 2 5

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 20.0 16.7% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 27.0 22.5% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 71.0 59.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

None 19.7 0.16

None 12.7 0.11

None 23.7 0.20

None 16.4 0.14

None 88.1 0.73

C-Min 80.8 0.67

None 92.9 0.77

None 87.4 0.73

C-Min 80.4 0.67

None 90.7 0.76

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1736 0.451 824

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.320 608

30 433 9.8

0% 19 pm+pt 7 4 7

0.95

0.850 0.950 1652 0.560 974

30 610 13.9 0.88 100% 0% 0

1.00

215 1

520 74 NA pm+ov 2 3 2 2 3

56 pm+pt 1 6 1

784 22 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.08 34.2 0.0 34.2 C 12 29 258 0 0 0 0.07

EBT 0.51 60.7 0.0 60.7 E 55.8 E 63 109 530 192 0 0 0 0.44

EBR

WBL 0.22 37.1 0.0 37.1 D 32 61 293 0 0 0 0.18

WBT 0.13 45.4 0.0 45.4 D 39.9 D 19 44 353

WBR

274 0 0 0 0.10

NBL 0.15 2.6 0.0 2.6 A 2 m8 200 526 0 0 0 0.14

NBT 0.22 4.1 0.0 4.1 A 3.6 A 25 27 492 2391 0 0 0 0.22

01/31/2022

NBR 0.06 1.4 0.0 1.4 A

SBL 0.09 6.5 0.0 6.5 A

2 m7

11 28

180 1270 0 0 0 0.06

215 716 0 0 0 0.08

SBT 0.31 12.0 0.0 12.0 B 11.5 B 148 223 728 2506 0 0 0 0.31

SBR 0.02 6.5 0.0 6.5 A 4 15 215 1229 0 0 0 0.02

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 78 (65%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

9 9 1900 11

441 441 1900 12 0%

43 43 1900 12

57 57 1900 11

718 718 2000 12 0%

6 6 1900 12

10 10 1900 11

7 7 1900 11 0%

12 12 1900 12

29 29 1900 11

10 10 1900 11 0%

48 48 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.987 0.950 1572 0.347 574

0.850

3349

0 No

0.950 1745 0.418 768

45 999 15.1 0.89 100% 11% 0

0.89 100% 7% 0

544 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 51.8 0.74

3725

1615

3725

1615 No

0.89 100% 0% 0

0.89 100% 2% 0

807 NA 6

64 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.1 0.69

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 54.2 0.77

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.5 0.75

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.907 0

1837

1666

0 No

0.950 1745 0.588 1080

30 523 11.9 0.89 100% 0% 0

0.89 100% 0% 0

21 NA 4

6 6

11 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.5 0.75

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 9.8 0.14

1.00

1607

0 No

25 1047 28.6 0.89 100% 0% 0

0.89 100% 0% 0

0% 7 Perm

1.00 0.875

1666

0% 0

1.00

0.950 1745

45 1531 23.2

0% 10 pm+pt 5 2 5

1.00

0 0

0.89 100% 0% 0

0% 0

65 NA 8

33 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.8 0.13

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.7 0.17

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 9.5 0.14

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.02 5.6 0.0 5.6 A 1 8 150 577 0 0 0 0.02

NBT 0.24 9.5 0.0 9.5 A 9.4 A 58 136 919 2303 0 0 0 0.24

NBR

SBL 0.09 1.3 0.0 1.3 A 1 m4 100 730 0 0 0 0.09

SBT 0.29 4.0 0.0 4.0 A 3.8 A 10 218 1451 2793 0 0 0 0.29

01/31/2022

SBR 0.01 4.3 0.0 4.3 A

NEL 0.04 21.2 0.0 21.2 C

0 m3

4 13

100 1211 0 0 0 0.01

65 321 0 0 0 0.03

NET 0.10 27.7 0.0 27.7 C 25.5 C 8 26 443 333 0 0 0 0.06

NER

SWL 0.13 21.5 0.0 21.5 C 12 26 65 305 0 0 0 0.11

SWT 0.30 30.3 0.0 30.3 C 27.3 C 26 56 967

SWR

321 0 0 0 0.20

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 2 (3%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 7.7 Intersection LOS: A Intersection Capacity Utilization 43.8% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

25 25 1900 11

39 39 1900 11 0%

30 30 1900 12

73 73 1900 11

26 26 1900 11 0%

46 46 1900 12

20 20 1900 11

337 337 1900 12 0%

88 88 1900 12

45 45 1900 11

401 401 1900 12 0%

15 15 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.935 0.950 1745 0.702 1289

1.00 0.905

1703

0 No

0.950 1711 0.704 1268

30 3889 88.4 0.85 100% 0% 0

0.85 100% 0% 0

0.85 100% 2% 0

81 NA 4

1621

0 No

0.85 100% 0% 0

86 Perm

85 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.5 0.23

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.85 100% 4% 0

0.85 100% 5% 0

3429

0 No

0.85 100% 2% 0

24 pm+pt 5 2 5

500 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 31.0 0.63

0.95

3521

0 No

40 2287 39.0 0.85 100% 2% 0

0.85 100% 4% 0

0% 0

0.95 0.994

0.950 1678 0.434 766

30 1565 35.6

0% 0

0.95 0.969

0.950 1662 0.473 827

35 431 8.4

0% 29 Perm

1.00

0 0

0.85 100% 2% 0

0.85 100% 0% 0

0% 0

490 NA 6

53 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 27.9 0.57

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.3 0.66

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 31.2 0.63

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.10 22.5 0.0 22.5 C 8 29 125 442 0 0 0 0.07

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 49.2 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 11.2 Intersection Capacity Utilization 39.9% Analysis Period (min) 15 Splits and Phases:

EBT 0.20 22.7 0.0 22.7 C 22.7 C 23 61 3809 585 0 0 0 0.14

EBR

WBL 0.29 24.7 0.0 24.7 C 25 66 80 435 0 0 0 0.20

WBT 0.22 23.1 0.0 23.1 C 23.9 C 24 64 351

WBR

556 0 0 0 0.15

NBL 0.04 4.2 0.0 4.2 A 2 9 400 657 0 0 0 0.04

NBT 0.26 9.6 0.0 9.6 A 9.4 A 54 87 1485 2436 0 0 0 0.21

01/31/2022

NBR

SBL 0.08 4.3 0.0 4.3 A 5 16 110 648 0 0 0 0.08

SBT 0.22 7.0 0.0 7.0 A 6.7 A 33 85 2207

SBR

2548 0 0 0 0.19

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.9

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 12 66 10 1 16 51 480 3 26 690 26 Future Vol, veh/h 20 12 66 10 1 16 51 480 3 26 690 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 0 8 0 0 0 11 5 0 0 2 18 Mvmt Flow 22 13 74 11 1 18 57 539 3 29 775 29 Major/Minor Minor2 Conflicting Flow All 1217 1489 Stage 1 833 833 Stage 2 384 656 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 139 125 Stage 1 334 386 Stage 2 616 465 Platoon blocked, % Mov Cap-1 Maneuver 125 112 Mov Cap-2 Maneuver 229 228 Stage 1 309 375 Stage 2 554 430 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 16 C

Minor1 388 1107 1517 - 655 655 - 452 862 7.06 7.5 6.5 6.5 5.5 6.5 5.5 3.38 3.5 4 594 167 120 - 426 466 - 562 375

Major1 271 804 6.9 4.32 3.3 2.31 733 760 -

594 -

733 -

129 241 394 461

108 211 431 365

WB 14.8 B NBL 760 0.075 10.1 B 0.2

760 -

0 -

NB 1

NBT NBR EBLn1 EBLn2WBLn1 SBL - 229 476 397 1037 - 0.098 0.184 0.076 0.028 - 22.4 14.3 14.8 8.6 C B B A 0.3 0.7 0.2 0.1

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 542 4.1 2.2 - 1037 - 1037 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Evening Peak Hour – Projected Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

218 218 1900 11

1092 1092 2000 11 0%

170 170 1900 11

54 54 1900 11

1686 1686 2000 11 0%

225 225 1900 11

193 193 1900 11

624 624 1900 12 0%

14 14 1900 12

274 274 1900 11

496 496 1900 12 0%

106 106 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3385 0.950 3385

5175

1531

5175

1531 No

0.850 0.950 3385 0.950 3385

45 720 10.9 0.91 100% 0% 0

0.91 100% 2% 0

5 3.0 7.5 14.1 11.8% 3.5 1.0 0.0 4.5 Lead Yes None 9.6 0.08

0.91 100% 2% 0

1561

5175

1561 No

0.91 100% 0% 0

0.91 100% 2% 0

3.0 6.5 16.6 13.8% 3.5 0.0 0.0 3.5 Lead Yes None 72.7 0.61

59 Prot 1 1 3.0 7.5 10.0 8.3% 3.5 1.0 0.0 4.5 Lead Yes None 5.5 0.05

0.91 100% 0% 0

0.91 100% 2% 0

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

3564

0 No

0.91 100% 1% 0

3.0 6.5 22.0 18.3% 3.5 0.0 0.0 3.5 Lead Yes None 72.1 0.60

212 pm+pt 3 8 3

701 NA 8

3.0 6.5 16.6 13.8% 3.5 0.0 0.0 3.5 Lead Yes None 39.5 0.33

0.95

0.974 0.950 1728 0.144 262

3475

0 No

45 572 8.7 0.91 100% 0% 0

0.91 100% 1% 0

1853 247 NA pm+ov 6 7 6 6 7 15.0 21.0 53.9 44.9% 4.5 1.5 0.0 6.0 Lag Yes C-Min 47.9 0.40

0.95

40 2046 34.9

1200 187 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 54.0 0.45

5175

0.95 0.997

0.950 1711 0.234 421

45 1138 17.2

0% 240 Prot 5

1.00

0 0

0.91 100% 1% 0

0.91 100% 2% 0

0% 0

661 NA 4

301 pm+pt 7 4 7

15.0 21.0 30.0 25.0% 4.5 1.5 0.0 6.0 Lag Yes None 24.3 0.20

3.0 6.5 22.0 18.3% 3.5 0.0 0.0 3.5 Lead Yes None 48.5 0.40

15.0 21.0 35.4 29.5% 4.5 1.5 0.0 6.0 Lag Yes None 29.8 0.25

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.89 95.7 0.0 95.7 F 102 m#175 150 270 0 0 0 0.89

EBT 0.52 15.0 0.0 15.0 B 25.8 C 121 138 640 2328 0 0 0 0.52

01/31/2022

EBR 0.20 5.7 0.0 5.7 A

WBL 0.38 70.4 0.0 70.4 E

29 m43

24 m32

215 932 0 0 0 0.20

215 155 0 0 0 0.38

WBT 0.90 26.2 0.0 26.2 C 24.9 C 179 356 1058 2065 0 0 0 0.90

WBR 0.26 4.0 0.0 4.0 A

NBL 0.77 45.5 0.0 45.5 D

23 m29

110 #195

215 941 0 0 0 0.26

325 280 0 0 0 0.76

NBT 0.97 75.2 0.0 75.2 E 68.3 E 286 #415 1966 721 0 0 0 0.97

NBR

SBL 0.92 73.4 0.0 73.4 E 199 #352 330 331 0 0 0 0.91

SBT 0.77 39.5 0.0 39.5 D 50.1 D 245 212 492

SBR

863 0 0 0 0.77

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 36.4 Intersection LOS: D Intersection Capacity Utilization 87.1% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

36 36 1900 11

4 4 1900 11 0%

116 116 1900 11

98 98 1900 10

6 6 1900 11 0%

66 66 1900 11

124 124 1900 12

846 846 2000 12 0%

97 97 1900 12

90 90 1900 12

607 607 2000 12 0%

36 36 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.855 0.950 1745 0.708 1300

1570

0 No

0.95 100% 0% 0

126 NA 4

0.95

0.95 100% 0% 0

1583

0 No

0.95 100% 0% 0

0.95

3762

1615

3762

1615 No

0.95 100% 0% 0

0.95 100% 1% 0

3725

1615

3725

1615 No

45 808 12.2 0.95 100% 0% 0

0.95 100% 0% 0

0.95 100% 2% 0

0.95 100% 0% 0

75 NA 8

103 pm+pt 3 8 3

131 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 19.0 15.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 29.0 24.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 73.0 60.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 22.6 0.19

None 14.0 0.12

None 31.1 0.26

None 20.9 0.17

None 77.3 0.64

C-Min 68.1 0.57

None 85.3 0.71

None 79.2 0.66

C-Min 69.1 0.58

None 81.2 0.68

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.256 486

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.380 722

30 433 9.8

0% 38 pm+pt 7 4 7

1.00

0.862 0.950 1685 0.476 844

30 610 13.9 0.95 100% 0% 0

1.00

215 1

891 102 NA pm+ov 2 3 2 2 3

95 pm+pt 1 6 1

639 38 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.14 33.7 0.0 33.7 C 22 49 267 0 0 0 0.14

EBT 0.69 70.5 0.0 70.5 E 62.0 E 93 #190 530 189 0 0 0 0.67

EBR

WBL 0.35 37.4 0.0 37.4 D 61 108 327 0 0 0 0.31

WBT 0.27 45.5 0.0 45.5 D 40.8 D 51 96 353

WBR

303 0 0 0 0.25

NBL 0.25 3.9 0.0 3.9 A 13 m17 200 525 0 0 0 0.25

NBT 0.42 6.8 0.3 7.0 A 6.3 A 65 m80 492 2135 567 0 0 0.57

01/31/2022

NBR 0.09 2.5 0.0 2.5 A

SBL 0.23 8.6 0.0 8.6 A

11 m11

24 45

180 1206 0 0 0 0.08

215 468 0 0 0 0.20

SBT 0.30 13.9 0.0 13.9 B 12.9 B 138 169 728 2158 0 0 0 0.30

SBR 0.03 7.4 0.0 7.4 A 10 22 215 1093 0 0 0 0.03

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 82 (68%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 15.4 Intersection LOS: B Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

21 21 1900 11

806 806 1900 12 0%

91 91 1900 12

39 39 1900 11

660 660 2000 12 0%

12 12 1900 12

17 17 1900 11

10 10 1900 11 0%

11 11 1900 12

46 46 1900 11

26 26 1900 11 0%

78 78 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.985 0.950 1745 0.383 703

0.850

3521

0 No

0.950 1745 0.244 448

45 999 15.1 0.97 100% 0% 0

0.97 100% 1% 0

925 NA 2

3.0 9.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 51.1 0.68

3762

1495

3762

1495 No

0.97 100% 1% 0

0.97 100% 0% 0

0.97 100% 1% 0

680 NA 6

40 pm+pt 1 6 1

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.61

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 52.3 0.70

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.2 0.64

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.97 100% 8% 0

0.97 100% 0% 0

1615

0 No

0.97 100% 0% 0

21 NA 4

6 6

18 pm+pt 7 4 7

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.2 0.64

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 12.8 0.17

1.00

1631

0 No

25 1047 28.6 0.97 100% 9% 0

0.97 100% 0% 0

0% 12 Perm

1.00 0.888

0.950 1745 0.483 887

30 523 11.9

0% 0

1.00 0.921

0.950 1745 0.688 1264

45 1531 23.2

0% 22 pm+pt 5 2 5

1.00

0 0

0.97 100% 0% 0

0% 0

107 NA 8

47 pm+pt 3 8 3

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 9.5 0.13

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 15.9 0.21

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 12.7 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.04 6.8 0.0 6.8 A 2 14 150 629 0 0 0 0.03

NBT 0.43 13.1 0.0 13.1 B 12.9 B 121 265 919 2165 0 0 0 0.43

NBR

SBL 0.10 3.1 0.0 3.1 A 2 m5 100 482 0 0 0 0.08

SBT 0.28 6.2 0.0 6.2 A 6.0 A 18 200 1451 2418 0 0 0 0.28

01/31/2022

SBR 0.01 6.2 0.0 6.2 A

NEL 0.07 19.9 0.0 19.9 B

1 m6

8 17

100 961 0 0 0 0.01

65 320 0 0 0 0.06

NET 0.10 29.2 0.0 29.2 C 24.9 C 9 26 443 366 0 0 0 0.06

NER

SWL 0.17 20.8 0.0 20.8 C 19 34 65 317 0 0 0 0.15

SWT 0.39 30.8 0.0 30.8 C 27.8 C 46 87 967

SWR

380 0 0 0 0.28

Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 11.7 Intersection LOS: B Intersection Capacity Utilization 51.1% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

31 31 1900 11

48 48 1900 11 0%

53 53 1900 12

133 133 1900 11

63 63 1900 11 0%

71 71 1900 12

6 6 1900 11

474 474 1900 12 0%

128 128 1900 12

82 82 1900 11

537 537 1900 12 0%

27 27 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.921 0.950 1745 0.668 1227

1674

0 No

0.96 100% 0% 0

0.96 100% 2% 0

0.96 100% 0% 0

105 NA 4

1665

0 No

0.96 100% 0% 0

139 Perm

140 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 13.0 0.23

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.96 100% 3% 0

0.96 100% 0% 0

3467

0 No

0.96 100% 1% 0

6 pm+pt 5 2 5

627 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 36.7 0.64

0.95

3551

0 No

40 2287 39.0 0.96 100% 0% 0

0.96 100% 0% 0

0% 0

0.95 0.993

0.950 1745 0.367 674

30 1565 35.6

0% 0

0.95 0.968

0.950 1745 0.431 792

35 431 8.4

0% 32 Perm

1.00

0.921 0.950 1745 0.689 1265

30 3889 88.4 0.96 100% 0% 0

1.00

0 0

0.96 100% 1% 0

0.96 100% 0% 0

0% 0

587 NA 6

85 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 32.8 0.57

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 39.3 0.69

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 38.2 0.67

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.11 24.0 0.0 24.0 C 11 33 125 363 0 0 0 0.09

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 57.1 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 13.3 Intersection Capacity Utilization 54.4% Analysis Period (min) 15 Splits and Phases:

EBT 0.27 25.6 0.0 25.6 C 25.3 C 37 80 3809 496 0 0 0 0.21

EBR

WBL 0.48 31.1 0.0 31.1 C 51 108 80 375 0 0 0 0.37

WBT 0.37 27.2 0.0 27.2 C 29.2 C 50 103 351

WBR

493 0 0 0 0.28

NBL 0.01 4.2 0.0 4.2 A 1 4 400 649 0 0 0 0.01

NBT 0.31 10.8 0.0 10.8 B 10.7 B 82 119 1485 2136 0 0 0 0.29

01/31/2022

NBR

SBL 0.14 4.7 0.0 4.7 A 10 24 110 610 0 0 0 0.14

SBT 0.25 7.0 0.0 7.0 A 6.7 A 49 108 2207

SBR

2377 0 0 0 0.25

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

2.7

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 9 80 10 6 9 96 855 14 21 649 59 Future Vol, veh/h 50 9 80 10 6 9 96 855 14 21 649 59 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 3 0 3 10 0 0 0 1 0 0 1 0 Mvmt Flow 56 10 89 11 7 10 107 950 16 23 721 66 Major/Minor Minor2 Conflicting Flow All 1460 1947 Stage 1 767 767 Stage 2 693 1180 Critical Hdwy 7.56 6.5 Critical Hdwy Stg 1 6.56 5.5 Critical Hdwy Stg 2 6.56 5.5 Follow-up Hdwy 3.53 4 Pot Cap-1 Maneuver 89 65 Stage 1 359 414 Stage 2 397 266 Platoon blocked, % Mov Cap-1 Maneuver 74 55 Mov Cap-2 Maneuver 175 147 Stage 1 313 401 Stage 2 330 232 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 21.9 C

Minor1 361 1584 2005 - 1172 1172 - 412 833 6.96 7.7 6.5 6.7 5.5 6.7 5.5 3.33 3.6 4 633 67 60 - 192 269 - 567 386

Major1 483 787 6.9 4.1 3.3 2.2 535 841 -

633 -

535 -

48 122 168 460 WB 29.4 D

NBL 841 0.127 9.9 A 0.4

51 137 235 374

841 -

0 -

NB 1

NBT NBR EBLn1 EBLn2WBLn1 SBL - 175 474 175 721 - 0.317 0.209 0.159 0.032 - 34.9 14.6 29.4 10.2 D B D B 1.3 0.8 0.6 0.1

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 966 4.1 2.2 - 721 - 721 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Saturday Midday Peak Hour – Projected Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

268 268 1900 11

1002 1002 2000 11 0%

124 124 1900 11

66 66 1900 11

1167 1167 2000 11 0%

219 219 1900 11

185 185 1900 11

515 515 1900 12 0%

21 21 1900 12

368 368 1900 11

536 536 1900 12 0%

178 178 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3351 0.950 3351

5226

1473

5226

1473 No

0.850 0.950 3319 0.950 3319

45 720 10.9 0.97 100% 1% 0

0.97 100% 1% 0

5 3.0 7.5 18.0 15.0% 3.5 1.0 0.0 4.5 Lead Yes None 13.0 0.11

0.97 100% 6% 0

1516

5226

1516 No

0.97 100% 2% 0

0.97 100% 1% 0

3.0 6.5 17.0 14.2% 3.5 0.0 0.0 3.5 Lead Yes None 65.5 0.55

68 Prot 1 1 3.0 7.5 10.4 8.7% 3.5 1.0 0.0 4.5 Lead Yes None 5.9 0.05

0.97 100% 3% 0

0.97 100% 2% 0

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

3554

0 No

0.97 100% 1% 0

3.0 6.5 32.0 26.7% 3.5 0.0 0.0 3.5 Lead Yes None 68.6 0.57

191 pm+pt 3 8 3

553 NA 8

3.0 6.5 17.0 14.2% 3.5 0.0 0.0 3.5 Lead Yes None 39.2 0.33

0.95

0.963 0.950 1728 0.191 347

3442

0 No

45 572 8.7 0.97 100% 0% 0

0.97 100% 1% 0

1203 226 NA pm+ov 6 7 6 6 7 15.0 21.0 42.0 35.0% 4.5 1.5 0.0 6.0 Lag Yes C-Min 38.0 0.32

0.95

40 2046 34.9

1033 128 NA pm+ov 2 3 2 2 3 15.0 21.0 49.6 41.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 47.2 0.39

5226

0.95 0.994

0.950 1711 0.302 544

45 1138 17.2

0% 276 Prot 5

1.00

0 0

0.97 100% 1% 0

0% 0

737 NA 4

379 pm+pt 7 4 7

15.0 21.0 28.0 23.3% 4.5 1.5 0.0 6.0 Lag Yes None 24.4 0.20

3.0 6.5 32.0 26.7% 3.5 0.0 0.0 3.5 Lead Yes None 55.0 0.46

15.0 21.0 43.0 35.8% 4.5 1.5 0.0 6.0 Lag Yes None 36.7 0.31

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.76 83.0 0.0 83.0 F 118 #166 150 376 0 0 0 0.73

EBT 0.50 20.0 0.0 20.0 C 30.9 C 103 158 640 2054 0 0 0 0.50

01/31/2022

EBR 0.16 7.0 0.0 7.0 A

WBL 0.42 76.1 0.0 76.1 E

20 m32

29 m47

215 818 0 0 0 0.16

215 163 0 0 0 0.42

WBT 0.73 25.5 0.0 25.5 C 24.7 C 112 183 1058 1652 0 0 0 0.73

WBR 0.26 4.7 0.0 4.7 A

NBL 0.64 32.0 0.0 32.0 C

20 29

86 136

215 915 0 0 0 0.25

325 314 0 0 0 0.61

NBT 0.77 53.5 0.0 53.5 D 48.0 D 214 #308 1966 721 0 0 0 0.77

NBR

SBL 0.86 57.1 0.0 57.1 E 274 #359 330 487 0 0 0 0.78

SBT 0.70 47.3 0.0 47.3 D 50.6 D 230 382 492

SBR

1072 0 0 0 0.69

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 36.2 Intersection LOS: D Intersection Capacity Utilization 81.4% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

47 47 1900 11

15 15 1900 11 0%

163 163 1900 11

153 153 1900 10

16 16 1900 11 0%

75 75 1900 11

155 155 1900 12

695 695 2000 12 0%

152 152 1900 12

122 122 1900 12

681 681 2000 12 0%

40 40 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.862 0.950 1745 0.697 1280

1501

0 No

0.97 100% 0% 0

183 NA 4

0.95

0.97 100% 6% 0

0.97 100% 0% 0

1609

0 No

0.97 100% 0% 0

0.95

3689

1615

3689

1615 No

0.97 100% 0% 0

0.97 100% 4% 0

0.97 100% 3% 0

3762

1615

3762

1615 No

45 808 12.2 0.97 100% 0% 0

0.97 100% 0% 0

0.97 100% 1% 0

0.97 100% 0% 0

93 NA 8

158 pm+pt 3 8 3

160 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 24.0 20.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 40.0 33.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 10.0 8.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 52.0 43.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 61.0 50.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 29.2 0.24

None 20.3 0.17

None 39.8 0.33

None 29.2 0.24

None 68.5 0.57

C-Min 58.0 0.48

None 77.5 0.65

None 70.5 0.59

C-Min 59.3 0.49

None 71.7 0.60

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.303 576

45 572 8.7

0% 0

1.00 0.850

0.950 1736 0.326 596

30 433 9.8

0% 48 pm+pt 7 4 7

1.00

0.876 0.950 1685 0.414 734

30 610 13.9 0.97 100% 0% 0

1.00

215 1

716 157 NA pm+ov 2 3 2 2 3

126 pm+pt 1 6 1

702 41 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.14 27.0 0.0 27.0 C 25 50 336 0 0 0 0.14

EBT 0.72 63.6 0.0 63.6 E 56.0 E 133 #229 530 262 0 0 0 0.70

EBR

WBL 0.45 32.6 0.0 32.6 C 88 136 413 0 0 0 0.38

WBT 0.24 37.2 0.0 37.2 D 34.4 C 59 100 353

WBR

455 0 0 0 0.20

NBL 0.38 9.9 0.0 9.9 A 21 m28 200 416 0 0 0 0.38

NBT 0.40 11.5 0.0 11.5 B 10.1 B 58 m232 492 1784 0 0 0 0.40

01/31/2022

NBR 0.15 3.7 0.0 3.7 A

SBL 0.29 12.9 0.0 12.9 B

10 m45

40 74

180 1151 0 0 0 0.14

215 510 0 0 0 0.25

SBT 0.38 20.5 0.0 20.5 C 19.0 B 184 235 728 1864 0 0 0 0.38

SBR 0.04 11.9 0.0 11.9 B 13 31 215 964 0 0 0 0.04

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 96 (80%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 20.3 Intersection LOS: C Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

13 13 1900 11

832 832 1900 12 0%

106 106 1900 12

47 47 1900 11

707 707 2000 12 0%

19 19 1900 12

5 5 1900 11

9 9 1900 11 0%

15 15 1900 12

57 57 1900 11

23 23 1900 11 0%

58 58 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.983 0.950 1745 0.360 661

0.850

3517

0 No

0.950 1745 0.200 367

45 999 15.1 0.93 100% 0% 0

0.93 100% 1% 0

1009 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 46.7 0.67

3762

1615

3762

1615 No

0.93 100% 0% 0

0.93 100% 1% 0

760 NA 6

51 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 41.8 0.60

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 48.9 0.70

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.93 100% 0% 0

1668

0 No

0.93 100% 0% 0

26 NA 4

6 6

5 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.6 0.17

1.00

1588

0 No

25 1047 28.6 0.93 100% 0% 0

0.93 100% 0% 0

0% 20 Perm

1.00 0.893

0.950 1745 0.456 838

30 523 11.9

0% 0

1.00 0.908

0.950 1745 0.714 1311

45 1531 23.2

0% 14 pm+pt 5 2 5

1.00

0 0

0.93 100% 4% 0

0.93 100% 3% 0

0% 0

87 NA 8

61 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.7 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 15.4 0.22

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 12.0 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.03 6.8 0.0 6.8 A 1 10 150 608 0 0 0 0.02

NBT 0.48 14.6 0.0 14.6 B 14.5 B 132 #317 919 2101 0 0 0 0.48

NBR

SBL 0.13 3.4 0.0 3.4 A 0 m6 100 445 0 0 0 0.11

SBT 0.31 5.4 0.0 5.4 A 5.2 A 19 218 1451 2475 0 0 0 0.31

01/31/2022

SBR 0.02 5.4 0.0 5.4 A

NEL 0.02 17.0 0.0 17.0 B

1 m10

2 8

100 1062 0 0 0 0.02

65 332 0 0 0 0.02

NET 0.13 28.3 0.0 28.3 C 26.5 C 10 30 443 333 0 0 0 0.08

NER

SWL 0.21 20.1 0.0 20.1 C 23 40 65 325 0 0 0 0.19

SWT 0.32 27.4 0.0 27.4 C 24.4 C 34 70 967

SWR

343 0 0 0 0.25

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 11.6 Intersection LOS: B Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

19 19 1900 11

54 54 1900 11 0%

62 62 1900 12

140 140 1900 11

68 68 1900 11 0%

81 81 1900 12

49 49 1900 11

435 435 1900 12 0%

145 145 1900 12

83 83 1900 11

363 363 1900 12 0%

14 14 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.920 0.950 1745 0.651 1196

1644

0 No

0.89 100% 6% 0

0.89 100% 0% 0

0.89 100% 1% 0

131 NA 4

1686

0 No

0.89 100% 0% 0

157 Perm

167 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 12.5 0.20

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.89 100% 0% 0

3447

0 No

0.89 100% 1% 0

55 pm+pt 5 2 5

652 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 36.3 0.59

0.95

3554

0 No

40 2287 39.0 0.89 100% 0% 0

0.89 100% 0% 0

0% 0

0.95 0.994

0.950 1745 0.365 670

30 1565 35.6

0% 0

0.95 0.962

0.950 1745 0.505 928

35 431 8.4

0% 21 Perm

1.00

0.918 0.950 1728 0.673 1224

30 3889 88.4 0.89 100% 0% 0

1.00

0 0

0.89 100% 1% 0

0.89 100% 0% 0

0% 0

424 NA 6

93 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.1 0.47

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 37.2 0.60

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 31.1 0.51

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.09 23.9 0.0 23.9 C 7 25 125 288 0 0 0 0.07

EBT 0.39 28.1 0.0 28.1 C 27.5 C 49 96 3809 395 0 0 0 0.33

EBR

WBL 0.63 39.0 0.0 39.0 D 62 #136 80 294 0 0 0 0.53

WBT 0.49 29.9 0.0 29.9 C 34.3 C 64 119 351

WBR

406 0 0 0 0.41

NBL 0.09 4.5 0.0 4.5 A 7 17 400 641 0 0 0 0.09

NBT 0.40 11.9 0.0 11.9 B 11.3 B 87 123 1485 2017 0 0 0 0.32

01/31/2022

NBR

SBL 0.18 5.1 0.0 5.1 A 12 25 110 525 0 0 0 0.18

SBT 0.24 9.8 0.0 9.8 A 8.9 A 52 78 2207

SBR

2106 0 0 0 0.20

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 61.5 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 16.4 Intersection LOS: B Intersection Capacity Utilization 50.4% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases:

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 62 17 142 16 15 45 134 860 5 48 694 86 Future Vol, veh/h 62 17 142 16 15 45 134 860 5 48 694 86 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 1 0 0 0 1 1 0 0 1 0 Mvmt Flow 69 19 158 18 17 50 149 956 6 53 771 96 Major/Minor Minor2 Conflicting Flow All 1662 2137 Stage 1 877 877 Stage 2 785 1260 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver ~ 65 50 Stage 1 314 369 Stage 2 356 244 Platoon blocked, % Mov Cap-1 Maneuver ~ 41 38 Mov Cap-2 Maneuver 116 106 Stage 1 254 342 Stage 2 239 197 Approach HCM Control Delay, s HCM LOS

EB 35.4 E

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

Minor1 386 1758 2230 - 1257 1257 - 501 973 6.92 7.5 6.5 6.5 5.5 6.5 5.5 3.31 3.5 4 615 55 43 - 184 245 - 526 333

Major1 481 867 6.9 4.12 3.3 2.21 537 779 -

615 -

537 -

29 90 149 342

32 95 198 309

WB 41.2 E NBL 779 0.191 10.7 B 0.7

779 -

0 -

NB 1.4

NBT NBR EBLn1 EBLn2WBLn1 SBL - 116 406 181 724 - 0.594 0.435 0.467 0.074 - 73.7 20.5 41.2 10.4 F C E B 2.9 2.1 2.2 0.2

$: Delay exceeds 300s

Major2 0 962 4.1 2.2 - 724 - 724 -

0 -

SB 0.6

SBT SBR -

+: Computation Not Defined

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

0 -

*: All major volume in platoon

Synchro 11 Report Page 1