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2023-07-19 - Planning and Zoning Commission - Agenda Packet Meeting of the Village of Buffalo Grove Planning and Zoning Commission Regular Meeting July 19, 2023 at 7:30 PM Fifty Raupp Blvd Buffalo Grove, IL 60089-2100 Phone: 847-459-2500 I. Call to Order II. Public Hearings/Items For Consideration Public Comment is limited to items that are not on the regular agenda. In accordance with Section 2.02.070 of the Municipal Code, discussion on questions from the audience will be limited to 5 minutes and should be limited to concerns or comments regarding issues that are relevant to Planning and Zoning Commission business. All members of the public addressing the Planning and Zoning Commission shall maintain proper decorum and refrain from making disrespectful remarks or comments relating to individuals. Speakers shall use every attempt to not be repetitive of points that have been made by others. The Planning and Zoning Commission may refer any matter of public comment to the Village Manager, Village staff or an appropriate agency for review. 1. Consideration of a Petition to the Village of Buffalo Grove for a Re-Zoning to the R-9 Multiple-Family Dwelling District with a Special Use for a Residential Planned Unit Development, Final Plat of Subdivision, Preliminary Plan and Zoning Variations to Allow the Construction of a 41-Unit Townhome Development on the Property Located at 22771- 22825 N. Prairie Road. (Trustee Weidenfeld) (Staff Contact: Kelly Purvis) 2. Consideration of a Petition to the Village of Buffalo Grove for Approval of an Amendment to Ordinance No. 2021-067, an Amendment to the Planned Unit Development and the Preliminary Plan, with Approval of a Self-Storage Use, to Allow the Construction of a 112,268 Square Foot Self-Storage Facility on the Property at 105 Lexington Drive. (Trustee Stein) (Staff Contact: Kelly Purvis) 3. 4274 : Comprehensive Plan Amendment (Dane Bragg, Trustee Weidenfeld) (Staff Contact: Kelly Purvis) III. Regular Meeting A. Other Matters for Discussion B. Approval of Minutes 1. Planning and Zoning Commission - Regular Meeting - Jun 21, 2023 7:30 PM C. Chairman's Report D. Committee and Liaison Reports E. Staff Report/Future Agenda Schedule F. Public Comments and Questions Public Comment is limited to items that are not on the regular agenda. In accordance with Section 2.02.070 of the Municipal Code, discussion on questions from the audience will be limited to 5 minutes and should be limited to concerns or comments regarding issues that are relevant to Planning and Zoning Commission business. All members of the public addressing the Planning and Zoning Commission shall maintain proper decorum and refrain from making disrespectful remarks or comments relating to individuals. Speakers shall use every attempt to not be repetitive of points that have been made by others. The Planning and Zoning Commission may refer any matter of public comment to the Village Manager, Village staff or an appropriate agency for review. IV. Adjournment The Planning and Zoning Commission will make every effort to accommodate all items on the agenda by 10:30 p.m. The Board, does, however, reserve the right to defer consideration of matters to another meeting should the discussion run past 10:30 p.m. V. Action Items The Village of Buffalo Grove, in compliance with the Americans with Disabilities Act, requests that persons with disabilities, who require certain accommodations to allow them to observe and/or participate in this meeting or have questions about the accessibility of the meeting or facilities, contact the ADA Coordinator at 459-2525 to allow the Village to make reasonable accommodations for those persons. Updated: 7/7/2023 4:20 PM Page 1 Action Item : Consideration of a Petition to the Village of Buffalo Grove for a Re-Zoning to the R-9 Multiple-Family Dwelling District with a Special Use for a Residential Planned Unit Development, Final Plat of Subdivision, Preliminary Plan and Zoning Variations to Allow the Construction of a 41-Unit Townhome Development on the Property Located at 22771-22825 N. Prairie Road. Recommendation of Action Staff recommends approval of the project, subject to the conditions in the staff report. Bloom Street Partners, LLC is the contract purchaser of the properties located at 22771-22825 N. Prairie Road. The site is an assemblage of two properties, approximately 4.25-acres in area, located at the southeast corner of Prairie Road and Half Day Road. The developer is proposing to construct a 41-unit rental townhome community. The project will require Annexation and approval of an Annexation and Development Agreement, a Special Use for a Residential Planned Unit Development, a Zoning Map Amendment to zone the property R-9 Multi-Family Dwelling District, Final Plat of Subdivision (Consolidation), Preliminary Plan approval and Variations from the Zoning Code. The Planning & Zoning Commission (PZC) shall open the public hearing, take public testimony concerning the requests and shall make a recommendation to the Village Board regarding the project. ATTACHMENTS: • Staff Report - Prairie Point Townhomes 23-0713 (PDF) • Final Plan Set (PDF) Trustee Liaison Staff Contact Weidenfeld Kelly Purvis, Community Development Wednesday, July 19, 2023 2.1 Packet Pg. 3 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: July 19, 2023 SUBJECT PROPERTY: 22771-22825 N. Prairie Road PETITIONER: David Schwartz, Bloom Street Partners PROPERTY OWNERS: Rainer Burckhardt and The P. Kronenberger Living Trust PREPARED BY: Kelly Purvis, Deputy Director of Community Development REQUEST: Petition to the Village of Buffalo Grove for a re-zoning to the R-9 Multiple-Family Dwelling District with a Special Use for a residential Planned Unit Development, Final Plat of Subdivision, Preliminary Plan and Zoning Variations. LAND USE AND ZONING: The subject property is located in unincorporated Lake County and zoned Estate District. One of the properties is vacant and the other is improved with a single-family home. COMPREHENSIVE PLAN: The 2019 Prairie View Station Area Plan calls for the property to be developed with a mixed-use building, attached single-family (primarily), and open space. BACKGROUND Bloom Street Partners, LLC is the contract purchaser of the properties located at 22771-22825 N. Prairie Road. The site is an assemblage of two properties, approximately 4.25-acres in area, located at the southeast corner of Prairie Road and Half Day Road. The larger northern parcel is vacant, while the southern parcel is improved with a single-family home. Both properties are zoned Estate District in unincorporated Lake County. The developer is proposing to construct a 41-unit rental townhome community. The project will require Annexation and approval of an Annexation and Development Agreement, a Special Use for a Residential Planned Unit Development, a Zoning Map Amendment to zone the property R-9 Multi-Family Dwelling District, Final Plat of Subdivision (Consolidation), Preliminary Plan approval and the following Variations from the Zoning Code: Site Location Map 2.1.a Packet Pg. 4 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 1. Section 17.28.050 to allow the distance between the south property line and the townhome buildings to be less than twice the building height when abutting a different kind of use (i.e., single-family next to multi-family); 2. Section 17.28.050 to allow the spacing between front facing buildings to be less than 50 feet (between buildings 2 and 3 and between buildings 4 and 5); 3. Section 17.40.050 to allow a rear yard setback of 34 feet 8 inches for Building 4, in lieu of the 35-foot setback required; and 4. Section 17.32.020 to allow accessory structures (gazebo and deck) to be closer to the front lot line than the principal buildings and beyond the mid-point of the principal structures when located in a side yard. The Village Board of Trustees reviewed concept plans for the project at a meeting on February 21, 2023. The Board had general questions regarding walkability, market demand, and guest parking, but was supportive of the development and referred the project to the PZC for further review. A summary of the project and the petitioner’s requests follow. PRAIRIE VIEW STATION AREA PLAN The subject property is part of the South Subarea featured in the Prairie View Station Area Plan (PVSAP), which was adopted as an amendment to the Comprehensive Plan in 2019. The Plan itself is a framework, not a specific development or construction plan. In that sense, imagery and plans featured in the Prairie View Plan are meant to provide examples and ideas of how some of the main concepts could be implemented. It is expected that future redevelopment embraces and implements the vison’s core principles. Bloom Street’s proposal incorporates many of the main concepts of the plan as further discussed below. The proposed townhome development plan is an assemblage of the northern two properties shown in the Prairie View Plan. A Phase 2 Potential Site Plan illustrating how the additional two lots south of the property could be developed in the future has been included in the plan set. PROPOSED PLAN Bloom Street Partners is proposing to construct 41 townhome units within 7, 2 ½ - 3-story buildings (6, 6-unit buildings and 1, 5-unit building). It should be noted that much of the site will be approximately 4-5 feet below the elevation of Prairie Road. Therefore, the buildings facing Prairie Road will appear 2 ½ stories from the roadway. South Subarea, Prairie View Station Area Plan 2.1.a Packet Pg. 5 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Each unit would be between 1,800-2,000 square feet and would feature 3 bedrooms, a den, 2 ½ bathrooms, and a rear-loaded two-car garage. The townhomes would be luxury rental homes with rents in the range of $3,500 - $4,000 per month and would serve young families, empty- nesters looking to downsize, or anyone looking to live in the Prairie View Metra Train Station area. The developer has indicated that “modern farmhouse” will be the architectural style of the development. A combination of Hardie Board siding and panels, with standing seam metal canopies and black framed casement windows are the proposed materials. On the north side of the property, the developer is proposing a gathering space for the residents that would include a gazebo, landscape feature, and a deck overlooking the detention pond/wetland area. A walking path will also loop around the northern detention pond. On the east side of the property, the developer is proposing a fenced dog run, as an additional amenity for the residents. PLANNING & ZONING ANALYSIS Land Use & Density: Given the proposed density of 9.64 units per acre, the surrounding uses (Commercial to the north, Single-Family Residential to the south, and Multi-Family to the east and west,) as well as the recommendations in the PVSAP, staff feels that R-9 Multiple Family zoning district with a Special Use for a Residential Planned Unit Development would be appropriate for the site. Multi-family housing serves as a transition between lower density residential properties and commercial properties. Other townhome developments in the community such as Front and Side Elevations, 3-Story, 6-Unit Building Surrounding Zoning District Map 2.1.a Packet Pg. 6 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Roseglen, Easton Station, and Prairie Landing are also zoned R-9 and have similar densities of 9.44 , 8.2, and 11.4 units per acre, respectively. Vehicular and Pedestrian Access: Vehicular access to the site is proposed via one full access driveway on Prairie Road, which is aligned with Willow Parkway. No new site access is proposed to Half Day Road. The existing driveway serving the single-family residence at 22745 Prairie Road (to the south of the site) will be closed and a new driveway access will be provided within the development site. The site plan shows a “Phase 2 Access Location” which could be constructed in the event that the properties to the south are later developed. Roadways within the development are 25 feet-wide to allow for two-way circulation throughout the site. Sidewalks will be installed throughout the development and along the east side of Prairie Road, where they will connect to the existing path on Half Day Road. Pedestrian traffic signals and crosswalks are provided on the north, west and south legs of the intersection at Half Day Road and Prairie Road and provide pedestrian connections to the rest of the Prairie View Subareas, Prairie View Metra Station, Stevenson High School and other points of interest. There is a signalized intersection with a crosswalk at the intersection of Half Day Road and Stevenson Drive where students can safely cross Half Day Road. Traffic: The petitioner has provided a Traffic Impact Study, prepared by BLA, Consulting Engineers. The study indicates that the development will have no impact on the levels of service provided at intersections adjacent to the site. The traffic consultant recommended that Prairie Road be restriped and widened to create dedicated left (southbound) and right (northbound) turn lanes into the site. These recommendations have been incorporated into the plans. The report indicates new traffic generated by the development can be accommodated on the adjacent roadways. Village Engineering staff have reviewed the Traffic Impact Study and have no concerns. Prairie Point Townhomes Site Plan 2.1.a Packet Pg. 7 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Parking: The development will include 187 parking spaces: 82 enclosed spaces within the 2-car garages, 82 spaces in the driveways in front of each garage, and an additional 23 guest parking spaces placed throughout the site. The proposed parking exceeds the minimum Zoning Code requirement of 82 parking stalls (2 per unit). The Fire Department has requested that no parking be permitted along the roadway adjacent to the east property line. This will allow fire trucks to circulate through the site without obstruction, and has been added to the list of conditions, should the Village approve the project. Landscaping & Open Space: The petitioner has submitted a robust landscape plan that includes shade, ornamental and evergreen trees as well as evergreen, rose and deciduous shrubs throughout the site. Each townhome unit has foundation landscaping in the front, and between the driveways. Landscaping is also proposed at the base of the freestanding development sign, as required by Code. Native plantings are proposed for the stormwater management areas. The landscaping plan has been reviewed and approved by the Village Forester. Just over half of the site (51.5%) will remain open space, including detention areas, a preserved wetland, and a dog run. Lighting: The proposed lighting complies with the Village illumination standards of no more than .5 footcandles at the property line. A combination of pole lights, building fixtures and under canopy lighting will be used to illuminate the property. Signage: The petitioner is proposing to install one freestanding development sign at the entrance to the development. The sign is compliant with all code requirements and will be landscaped around the base. Engineering & Stormwater: The site does include wetlands, and wetland mitigation will occur through wetland credits purchased for the property by a previous entity and onsite remediation. Lake County and the Army Corps of Engineers have jurisdiction over the wetlands and will be involved in the permitting process. Staff will continue to work with the development engineer in reviewing the forthcoming stormwater management report and making minor changes to the site. At this point, the Village Engineers have minimal concerns related to access, stormwater, and utilities as necessary. These minimal concerns will be addressed during the final engineering stage. Freestanding Sign Proposed at Entrance 2.1.a Packet Pg. 8 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Zoning Variations: The following is a summary of the variations associated with the development request: 1. Variation to Section 17.28.050 to allow the distance between the south property line and the townhome buildings to be less than twice the building height when abutting a different kind of use. The PUD standards require increased spacing between single-family homes and other kinds of uses. In this case, a setback of approximately 75 feet is required from the south property line and the townhome buildings. As depicted on the site plan, the closest building is approximately 54 feet from the property line. Due to the location of the wetland and required site detention, the buildings cannot be shifted further to the north. 2. Variation to Section 17.28.050 to allow the spacing between front facing buildings to be less than 50 feet. The PUD standards require a minimum of 50 feet between front facing buildings. As depicted on the site plan, buildings 2 and 3 and buildings 5 and 6 are front facing buildings with 38 feet between them. Due to the shape of the site, the required building setbacks, and the required street widths, additional space cannot be provided between the buildings. 3. Variation Section 17.40.050 to allow a rear yard setback of 34 feet 8 inches for Building 4, in lieu of the 35-foot setback required. The Zoning Ordinance requires a minimum rear yard setback of 35 feet. Building five, as shown on the site plan, will encroach approximately 4 inches into the required rear yard setback. This variation is largely due to the shape of the property, which tapers inward on the eastern edge as the property line runs north. 4. Variation to Section 17.32.020 to allow accessory structures (gazebo and deck) to be closer to the front lot line than the principal buildings and beyond the mid-point of the principal structures when located in a side yard. The Code requires accessory structures to be placed behind the mid-point of the principal structure when located in a side yard. The gazebo and deck have been placed in their proposed location to make use of the view of the open space, and to provide an anchor/amenity feature on the corner of the site. DEPARTMENTAL REVIEWS Village Department Comments Engineering The Village Engineer has reviewed the preliminary engineering plans and does not have any concerns. Forestry The Village Forester has reviewed the tree preservation and landscape plans and does not have any concerns. Building The Building Division has reviewed the plans and does not have any concerns. Fire The Fire Department has reviewed the plans and the truck turn exhibit and does not have any concerns. 2.1.a Packet Pg. 9 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) IMPLEMENTATION OF THE PRAIRIE VIEW METRA STATION AREA PLAN The proposed plan implements the following core concepts of the Prairie View Metra Station Area Plan: • Provides the dense multi-family housing envisioned in the Prairie View Metra Station Area’s south subarea • Offers a housing option that is attractive to the emerging demographics, such as millennials, young families, baby boomers and empty nesters • Leverages one of the area’s greatest assets (Prairie View Train Station) by creating a housing and transportation nexus • Begins to build a multi-modal road network infrastructure and thereby enhances connectivity and accommodates vehicular, pedestrian, and bicycle traffic • Anticipates and integrates into future developments (residential, mixed use, and commercial) shown in the Prairie View Metra Station Area Plan • Utilizes materials and landscaping that is in alignment with the tone established by the area’s historical architecture, character, and charm • Helps transform the Prairie View Metra Station Area into a destination and creates an identity SURROUNDING PROPERTY OWNERS Pursuant to Village Code, the surrounding property owners within 250 feet were notified by mail, notice was published in the Daily Herald, and a public hearing sign was posted on the subject property. All notifications were completed within the prescribed timeframe as required. As of the date of this Staff Report, the Village has one (1) call with a general inquiry regarding the project. The developer held a remote neighborhood meeting via Zoom on Wednesday, May 24, 2023 at 7:00pm. Property owners within 350 feet of the site received notice of the meeting by mail. The developer reviewed the proposed plans and elevations and fielded questions from the neighbors. The neighbors had general questions about the project (widening of Prairie Road, price points, project timeframe), but no objections were verbalized. Nine people were in attendance (including two Village staff members). STUDENT GENERATION & IMPACT FEES A Fiscal Impact Analysis (FIA) prepared by The Perman Group, has been included in the developer’s project submittal. The analysis indicates that the project will be complete and fully occupied by the end of 2025. It is anticipated that the development will have 98 residents when fully occupied and will yield six K-8th grade students and three high school students and yield a positive fiscal impact for the school. Staff has been in communication with both school districts (District 103 and District 125) as this project has progressed. Both districts were given a copy of the site plan and fiscal impact. At this time, no concerns have been expressed. 2.1.a Packet Pg. 10 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) STANDARDS The Planning & Zoning Commission is authorized to make a recommendation to the Village Board on requested Planned Unit Developments based upon the following criteria: 1. That the PUD has the minimum areas as set forth in Section 17.16.060. 2. The uses permitted in such development are not of such a nature or so located as to exercise an undue detrimental influence or effect upon the surrounding neighborhood; 3. The plan effectively treats the developmental possibilities of the subject property, making appropriate provisions for the preservation of streams, wooded areas, scenic views, floodplain areas, and similar physical features; 4. All requirements pertaining to commercial, residential, institutional or other uses established in the planned unit development conform to the requirements for each individual classification as established elsewhere in this Title, except as may be specifically varied for the proper planning of the planned unit development; 5. The Planning and Zoning Commission shall determine that the area and width of the lot shall be sufficient for the proposed use, and that the development of the property in the proposed manner creates no outlots which will be difficult to develop in an appropriate manner. Planned Unit Developments are also Special Uses, and therefore must meet the Special Use criteria as follows: 1. The special use will serve the public convenience at the location of the subject property; or the establishment, maintenance or operation of the special use will not be detrimental to or endanger the public health, safety, morals, comfort, or general welfare; 2. The location and size of the special use, the nature and intensity of the operation involved in or conducted in connection with said special use, the size of the subject property in relation to such special use, and the location of the site with respect to streets giving access to it shall be such that it will be in harmony with the appropriate, orderly development of the district in which it is located; 3. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity of the subject property for the purposes already permitted in such zoning district, nor substantially diminish and impair other property valuations with the neighborhood; 4. The nature, location and size of the buildings or structures involved with the establishment of the special use will not impede, substantially hinder or discourage the development and use of adjacent land and buildings in accord with the zoning district within which they lie; 5. Adequate utilities, access roads, drainage, and/or other necessary facilities have been or will be provided; 6. Parking areas shall be of adequate size for the particular special use, which areas shall be properly located and suitably screened from adjoining residential uses, and the entrance and exit driveways to and from these parking areas shall be designed so as to prevent traffic hazards, eliminate nuisance and minimize traffic congestion in the public streets. 2.1.a Packet Pg. 11 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) The petitioner has provided written responses to both sets of standards, which are included in the attached packet. The Planning & Zoning Commission is authorized to make a recommendation to the Village Board on requested Zoning Variations based on the following criteria: 1. The property in question cannot yield a reasonable return if permitted to be used only under the conditions allowed by the regulations of the zoning district in which it is located except in the case of residential zoning districts; 2. The plight of the owner is due to unique circumstances; 3. The proposed variation will not alter the essential character of the neighborhood. The petitioner has provided written responses to each of the standards, which are included in the attached packet. STAFF RECOMMENDATION Staff recommends approval of the requested Special Use for a Residential Planned Unit Development, the Zoning Map Amendment to zone the property R-9 Multi-Family Dwelling District, the Final Plat of Subdivision (Consolidation), the Preliminary Plan, and the above noted Zoning Variations, subject to the conditions in the suggested PZC Motion below. ACTION REQUESTED The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony concerning the requests for approval of the Special Use for a Residential Planned Unit Development, the Zoning Map Amendment to zone the property R-9 Multi-Family Dwelling District, the Final Plat of Subdivision (Consolidation), the Preliminary Plan, and the above noted Zoning Variations to accommodate the construction of the 41-unit townhome development on the properties located at 22771-22825 N. Prairie Road. The PZC shall make a recommendation to the Village Board concerning the requests. It should be noted, the annexation agreement and annexation of the property are separate matters to be considered by the Village Board. Suggested PZC Motion: The PZC recommends approval of the Special Use for a Residential Planned Unit Development, the Zoning Map Amendment to zone the property R-9 Multi-Family Dwelling District, the Final Plat of Subdivision (Consolidation), the Preliminary Plan, and the above noted Zoning Variations, to accommodate the construction of a 41-unit townhome development on the properties located at 22771-22825 N. Prairie Road, subject to the following conditions: a. The proposed development of 41 attached single-family units shall conform to the plans and conditions provided in the staff report and in the Planned Development Ordinance. b. Prior to the approval of the final engineering plans, the Developer shall provide approval from the Lake County Stormwater Commission concerning 2.1.a Packet Pg. 12 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) the impacts to the existing wetland. c. The Final Engineering plans shall be submitted in a manner acceptable to the Village Engineer. d. The Plat of Subdivision and Annexation Plat shall be submitted in a manner acceptable to the Village Engineer and the Village Attorney. e. Prior to the issuance of building permits for construction of the development, the Developer shall obtain all necessary permits from the IEPA, Lake County Department of Transportation, Lake County Stormwater Management Commission, and the US Army Corps of Engineers f. Signage prohibiting parking on the roadway on the east side of the property shall be installed as required by the Village of Buffalo Grove Fire Department. All associated pavement markings or signage shall be maintained by the property owner. g. Any directional or incidental signage added to the sign package shall be reviewed administratively by staff. h. All landscaping shall be maintained in accordance with the approved landscaping plan in perpetuity. i. The proposed development is subject to the storm water utility. ATTACHMENTS • Narrative Description • Plat of Consolidation • Architectural Plans • Color Elevations • Renderings • Phase 2: Potential Development Plan • Preliminary Civil Engineering Plans • Landscape Plans • Photometric Plan • Responses to PUD & Special Use Standards • Response to Zoning Variation Standards • Fiscal Impact Analysis • Traffic Impact Study 2.1.a Packet Pg. 13 At t a c h m e n t : S t a f f R e p o r t - P r a i r i e P o i n t T o w n h o m e s 2 3 - 0 7 1 3 ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Bloom Street Partners, LLC| 3190 Doolittle Dr.| Northbrook, IL 60062| 312-543-2558 PRAIRIE POINT PROJECT NARRATIVE Developer Bloom Street Partners, LLC is the contract purchaser of the +/-4.27 Acre site at the southeast corner of Prairie Rd and Rt. 22 for the purpose of developing a 41-unit attached single family built-for-rent townhome community. The property, 22771-22825 N. Prairie Rd., Prairie View is currently Zoned E (“Estate”) in unincorporated Lake County, however we intend to annex the property into the Village of Buffalo Grove. Through a PUD process, we plan to re- zone the property with bulk and density substantially in accordance with the R9 zoning district. All units will be 3-story, three-bedroom townhomes with a rear-loaded two-car attached garage. There will be an additional 105 exterior parking spaces provided. We plan a “Modern Farmhouse” architectural style which will fit in well with the context of the immediate neighborhood and provide a stylish alternative to existing rental housing stock. As proposed, the project will consist of 41 townhomes spread across seven 2.5—3-story buildings set amongst landscaped drives and courtyards. All interior drives will be built to public road standards and each unit shall have rear balconies and room for two car “Driveway” parking behind their garage. The bulk of the site is approximately 4-5 feet below the elevation of Prairie Rd. We plan to utilize the existing conditions so that units facing Prairie Rd will have a front entrance at street level, presenting a 2.5 story façade towards the public road. Interior drive isles will slope down towards the established grade for the rear loaded garages. Interior facing units will have a more traditional 3-story façade. All interior drives and courtyards will be extensively landscaped and hardscaped. The existing wetland on the property will be partially remediated and the remaining portion of it will serve as part of our site detention. Additional detention as required will also be incorporated into the landscape design. A gazebo and raised overlook are planned for the northeast corner of Prairie Rd and Rt. 22 and will serve as welcoming gateway to the Prairie View Station area. Each 3-bedroom unit will range in size from 1800—2000 square feet (excluding garage) and are expected to appeal to everyone from those just starting families, young empty-nesters looking to downsize and anyone seeking a convenient, transit served location in an area with outstanding amenities and school systems. 2.1.b Packet Pg. 14 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 15 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 16 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) ON L Y PRAIRIE ROAD HA L F D A Y R O A D WISCO N S I N C E N T R A L R A I L R O A D S21°2 3 ' 0 0 " E 691.9 7 ' S8 9 ° 0 6 ' 3 5 " W 41 3 . 7 5 ' N0°15'39"E 629.32' S8 8 ° 3 1 ' 3 4 " E 13 4 . 3 0 ' 1 2 3 4 5 6 30 31 32 33 34 35 36 37 38 39 40 41 7 8 9 10 11 12 24 25 26 27 28 29 13 14 15 16 17 18 19 20 21 22 23 BUILDING 1 6-UNITS BUILDING 6 6-UNITS BUILDING 7 6-UNITS BUILDING 2 6-UNITS BUILDING 5 6-UNITS BUILDING 3 6-UNITS BUILDING 4 5-UNITS PRELIMINARY SITE PLAN 1"=30'-0" PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 22 8 2 5 N . P R A I R I E R O A D Bu f f a l o G r o v e , I l l i n o i s 2022-0184 01-30-2023 SF S-1.0 4- 1 2 - 2 0 2 3 SF CI V I L C O O R D I N A T I O N 4- 1 8 - 2 0 2 3 SF PU D R E V I E W P A C K A G E 5- 1 7 - 2 0 2 3 SF RE V I S E D P U D P A C K A G E 5- 3 0 - 2 0 2 3 SF PL A N R E V I E W # 2 R E V I S I O N S 6- 2 7 - 2 0 2 3 SF RE V I E W # 3 WWW.LINDENGROUPINC.COM (708) 799-4400 ORLAND PARK, ILLINOIS 60467 10100 ORLAND PARKWAY SUITE 110 LANDSCAPE ARCHITECTURE INTERIOR ARCHITECTURE LAND PLANNING ARCHITECTURE DE S C R I P T I O N DR A W N DA T E PROJECT NUMBER DATE DRAWN BY SHEET NAME SHEET FINAL REVIEW 2.1.b Packet Pg. 17 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 22 8 2 5 N . P R A I R I E R O A D Bu f f a l o G r o v e , I l l i n o i s 2022-0184 01-30-2023 SF A-2.0 4- 1 2 - 2 0 2 3 SF CI V I L C O O R D I N A T I O N 4- 1 8 - 2 0 2 3 SF PU D R E V I E W P A C K A G E 5- 1 7 - 2 0 2 3 SF RE V I S E D P U D P A C K A G E 5- 3 0 - 2 0 2 3 SF PL A N R E V I E W # 2 R E V I S I O N S 6- 2 7 - 2 0 2 3 SF RE V I E W # 3 WWW.LINDENGROUPINC.COM (708) 799-4400 ORLAND PARK, ILLINOIS 60467 10100 ORLAND PARKWAY SUITE 110 LANDSCAPE ARCHITECTURE INTERIOR ARCHITECTURE LAND PLANNING ARCHITECTURE DE S C R I P T I O N DR A W N DA T E PROJECT NUMBER DATE DRAWN BY SHEET NAME SHEET FINAL REVIEW SITE AMENITIES PLAN GAZEBO ELEVATION 1/2"=1'-0" GAZEBO PLAN 1/2"=1'-0" OBSERVATION DECK PLAN 1/2"=1'-0" OBSERVATION DECK FRONT ELEVATION 1/2"=1'-0" OBSERVATION DECK SIDE ELEVATION 1/2"=1'-0" 2.1.b Packet Pg. 18 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 3-STORY FRONT ELEVATION - 6 UNIT BUILDING 3/16" = 1'-0" 1 2 3 4 5 6 7 8 9 10 2 7 11 12 14 TYPICAL REAR ELEVATION - 6 UNIT BUILDING 3/16" = 1'-0" 1 3 4 12 6 7 8 13 9 2 13 4 15 14 17 PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 22 8 2 5 N . P R A I R I E R O A D Bu f f a l o G r o v e , I l l i n o i s 2022-0184 01-30-2023 SF A-4.0 4- 1 2 - 2 0 2 3 SF CI V I L C O O R D I N A T I O N 4- 1 8 - 2 0 2 3 SF PU D R E V I E W P A C K A G E 5- 1 7 - 2 0 2 3 SF RE V I S E D P U D P A C K A G E 5- 3 0 - 2 0 2 3 SF PL A N R E V I E W # 2 R E V I S I O N S WWW.LINDENGROUPINC.COM (708) 799-4400 ORLAND PARK, ILLINOIS 60467 10100 ORLAND PARKWAY SUITE 110 LANDSCAPE ARCHITECTURE INTERIOR ARCHITECTURE LAND PLANNING ARCHITECTURE DE S C R I P T I O N DR A W N DA T E PROJECT NUMBER DATE DRAWN BY SHEET NAME SHEET FINAL REVIEW 2.1.b Packet Pg. 19 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 3-STORY SIDE ELEVATION - UNIT A 3/16" = 1'-0" 1 2 17 4 6 7 8 18 16 4 6 12 14 PRAIRIEPRAIRIE POINTPOINT 3-STORY ALTERNATE SIDE ELEVATION - UNIT A 3/16" = 1'-0" 1 2 17 4 6 7 8 18 16 4 6 12 14 ELEVATION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 22 8 2 5 N . P R A I R I E R O A D Bu f f a l o G r o v e , I l l i n o i s 2022-0184 01-30-2023 SF A-4.1 4- 1 2 - 2 0 2 3 SF CI V I L C O O R D I N A T I O N 4- 1 8 - 2 0 2 3 SF PU D R E V I E W P A C K A G E 5- 1 7 - 2 0 2 3 SF RE V I S E D P U D P A C K A G E 5- 3 0 - 2 0 2 3 SF PL A N R E V I E W # 2 R E V I S I O N S WWW.LINDENGROUPINC.COM (708) 799-4400 ORLAND PARK, ILLINOIS 60467 10100 ORLAND PARKWAY SUITE 110 LANDSCAPE ARCHITECTURE INTERIOR ARCHITECTURE LAND PLANNING ARCHITECTURE DE S C R I P T I O N DR A W N DA T E PROJECT NUMBER DATE DRAWN BY SHEET NAME SHEET FINAL REVIEW SIGNAGE ELEVATION 3/4" = 1'-0" 2.1.b Packet Pg. 20 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2 1/2-STORY FRONT ELEVATION - 6 UNIT BUILDING 1/4" = 1'-0" 1 3 4 5 6 7 8 9 10 2 7 11 12 14 2 1/2-STORY SIDE ELEVATION - UNIT C 1/4" = 1'-0" 1 2 17 4 6 7 8 16 4 6 12 14 PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 22 8 2 5 N . P R A I R I E R O A D Bu f f a l o G r o v e , I l l i n o i s 2022-0184 01-30-2023 SF A-4.2 4- 1 2 - 2 0 2 3 SF CI V I L C O O R D I N A T I O N 4- 1 8 - 2 0 2 3 SF PU D R E V I E W P A C K A G E 5- 1 7 - 2 0 2 3 SF RE V I S E D P U D P A C K A G E 5- 3 0 - 2 0 2 3 SF PL A N R E V I E W # 2 R E V I S I O N S WWW.LINDENGROUPINC.COM (708) 799-4400 ORLAND PARK, ILLINOIS 60467 10100 ORLAND PARKWAY SUITE 110 LANDSCAPE ARCHITECTURE INTERIOR ARCHITECTURE LAND PLANNING ARCHITECTURE DE S C R I P T I O N DR A W N DA T E PROJECT NUMBER DATE DRAWN BY SHEET NAME SHEET FINAL REVIEW 2.1.b Packet Pg. 21 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 3-STORY FRONT ELEVATION - 5 UNIT BUILDING 3/16" = 1'-0" 1 2 3 4 5 6 7 8 9 10 2 7 11 12 14 TYPICAL REAR ELEVATION - 5 UNIT BUILDING 3/16" = 1'-0" 1 3 4 12 6 7 8 13 9 2 13 4 15 14 17 PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 22 8 2 5 N . P R A I R I E R O A D Bu f f a l o G r o v e , I l l i n o i s 2022-0184 01-30-2023 SF A-4.3 4- 1 2 - 2 0 2 3 SF CI V I L C O O R D I N A T I O N 4- 1 8 - 2 0 2 3 SF PU D R E V I E W P A C K A G E 5- 1 7 - 2 0 2 3 SF RE V I S E D P U D P A C K A G E 5- 3 0 - 2 0 2 3 SF PL A N R E V I E W # 2 R E V I S I O N S WWW.LINDENGROUPINC.COM (708) 799-4400 ORLAND PARK, ILLINOIS 60467 10100 ORLAND PARKWAY SUITE 110 LANDSCAPE ARCHITECTURE INTERIOR ARCHITECTURE LAND PLANNING ARCHITECTURE DE S C R I P T I O N DR A W N DA T E PROJECT NUMBER DATE DRAWN BY SHEET NAME SHEET FINAL REVIEW 2.1.b Packet Pg. 22 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.bPacket Pg. 23Attachment: Final Plan Set (Prairie Point Townhome Development - 22771 -22825 N. Prairie Rd) 2.1.bPacket Pg. 24Attachment: Final Plan Set (Prairie Point Townhome Development - 22771 -22825 N. Prairie Rd) 2.1.b Packet Pg. 25 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.bPacket Pg. 26Attachment: Final Plan Set (Prairie Point Townhome Development - 22771 -22825 N. Prairie Rd) 2.1.bPacket Pg. 27Attachment: Final Plan Set (Prairie Point Townhome Development - 22771 -22825 N. Prairie Rd) 2.1.b Packet Pg. 28 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 29 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) PRAIRIE ROAD HA L F D A Y R O A D S21°2 3 ' 0 0 " E 691.97 ' S8 9 ° 0 6 ' 3 5 " W 41 3 . 7 5 ' N0°15'39"E 629.32' S8 8 ° 3 1 ' 3 4 " E 13 4 . 3 0 ' WISCO N S I N C E N T R A L R A I L R O A D 1 2 3 4 5 6 30 31 32 33 34 35 36 37 38 39 40 41 7 8 9 10 11 12 24 25 26 27 28 29 13 14 15 16 17 18 19 20 21 22 23 BUILDING 1 6-UNITS BUILDING 6 6-UNITS BUILDING 7 6-UNITS BUILDING 2 6-UNITS BUILDING 5 6-UNITS BUILDING 3 6-UNITS BUILDING 4 5-UNITS121110987 BUILDING 9 6-UNITS 123456 BUILDING 8 6-UNITS 13 14 15 16 BUILDING 10 4-UNITS 2220191817 BUILDING 11 5-UNITS 723 24 25 26 BUILDING 13 3-UNITS BUILDING 14 4-UNITS BUILDING 12 4-UNITS 27 28 29 30 31 32 33 PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 22 8 2 5 N . P R A I R I E R O A D Bu f f a l o G r o v e , I l l i n o i s 2022-0184 01-30-2023 SF S-1.1 WWW.LINDENGROUPINC.COM (708) 799-4400 ORLAND PARK, ILLINOIS 60467 10100 ORLAND PARKWAY SUITE 110 LANDSCAPE ARCHITECTURE INTERIOR ARCHITECTURE LAND PLANNING ARCHITECTURE DE S C R I P T I O N DR A W N DA T E PROJECT NUMBER DATE DRAWN BY SHEET NAME SHEET FINAL REVIEW PHASE 2 ALTERNATE PRELIMINARY SITE PLAN 1"=40'-0" 2.1.b Packet Pg. 30 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) T/F 600.00 F/G 600.00 T/C 600.00 F/L 600.00 600 R-600.00 I-600.00 600.00 T/F 600.00 F/G 600.00 T/C 600.00 F/L 600.00 600 R-600.00 I-600.00 600.00 G T LEGEND EXISTING PROPOSED EXISTING PROPOSED MB MB X X M L.S. M G.B.G.B. G T T E F E F T L.S. 12" 25' 1 CONSULTING ENGINEERS: PEARSON, BROWN & ASSOCIATES, INC. A PROFESSIONAL DESIGN FIRM - ILLINOIS PROFESSIONAL ENGINEERING CORPORATION - LICENSE NUMBER 184-001058 EXPIRES 04/30/25 E G T F C E G T F C LOCATION MAP NORTH C C O P Y R I G H T 2 0 2 3 P E A R S O N , B R O W N & A S S O C I A T E S , I N C . A L L R I G H T S R E S E R V E D F.E.M.A. FLOODPLAIN LINE BASE FLOOD ELEVATION LINE RIDGE LINE WETLAND BUFFER LINE WETLAND LIMIT INVERT ELEVATION RIM ELEVATION OVERLAND FLOW DRAINAGE FLOW DITCH CONTOUR FLOW LINE OF GUTTER TOP OF CURB ELEVATION SPOT ELEVATION FINISHED GRADE TOP OF FOUNDATION EVERGREEN TREE, HEIGHT DECIDUOUS TREE, DIAMETER SOIL BORING MAIL BOX SIGN DRIVEWAY HAND CURB RAMP RETAINING WALL FENCE GUARD RAIL DEPRESSED CURB & GUTTER CURB & REVERSE GUTTER PITCH CURB & GUTTER BUILDING SETBACK EASEMENT CENTER LINE 1850 W. WINCHESTER ROAD - SUITE 205 LIBERTYVILLE, ILLINOIS 60048, (847) 367-6707 INDEX ENGINEER'S SEAL & SIGNATURE 1 SHEET NUMBER J O B N o . 6 REVISIONS 12 11 10 9 8 7 6 5 4 3 2 1 ORIGINAL ISSUE DATE: 04/28/23 OF SHEETS With the following: CONTACT JULIE AT 8-1-1 OR 800-892-0123 County City/Twnship Sec 1/4 Sec No. Call 2 working days BEFORE YOU DIG. Call Before You Dig illinois1call.com Lake Sec 21, NE 1/4 THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THIS DEVELOPMENT. ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO SUCH SURFACE WATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY INTO PUBLIC AREAS, OR DRAINS WHICH THE DEVELOPER HAS A RIGHT TO USE, AND THAT PROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SUCH SURFACE WATERS THEREOF, OR, THAT IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLE WILL NOT BE CHANGED BY THE CONSTRUCTION OF THIS DEVELOPMENT OR ANY PART TO THE BEST OF OUR KNOWLEDGE AND BELIEF THE DRAINAGE OF SURFACE WATERS DRAINAGE CERTIFICATE PROPERTY ADDRESS: BENCHMARKS: TRAFFIC SIGNAL TRAFFIC SIGNAL BOX FIBER OPTIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX GAS VALVE TRANSFORMER PEDESTAL UTILITY POLE STREET LIGHT CABLE FIBER OPTIC CABLE TELEPHONE CABLE ELECTRIC CABLE GAS MAIN GREASE BASIN TRIPLE BASIN CROSSING CONFLICT FIRE HYDRANT BUFFALO BOX VALVE BOX VALVE VAULT METER VAULT CLEAN-OUT LIFT STATION HEAD WALL FLARED END SECTION INLET MANHOLE YARD DRAIN INLET CATCH BASIN MANHOLE TRENCH BACKFILL WATER MAIN DRAIN TILE COMBINED SEWER P.V.C. STORM SEWER STORM SEWER FORCE MAIN SANITARY SEWER PREPARED FOR: BUFFALO GROVE, ILLINOIS Buffalo Grove / Vernon 43N, 11E PERMIT NUMBER DATE ISSUED "NOT FOR CONSTRUCTION" PROJECT LOCATION 2 3 1 0 2 15-21-200-032 PROPERTY INDEX NUMBERS: 15-21-200-014 22825 N. PRAIRIE ROAD 22771 N. PRAIRIE ROAD WEST OF SOUTHWEST PROPERY CORNER CUT CROSS IN SIDEWALK LOCATED APPROXIMATELY 80' ELEVATION 690.10 (NAVD 88) WEST OF NORTHWEST PROPERY CORNER CUT CROSS IN SIDEWALK LOCATED APPROXIMATELY 80' ELEVATION 691.51 (NAVD 88) 3190 DOOLITTLE DRIVE, NORTHBROOK, IL (847) 230-1344 VILLAGE - BUILDING / WDP IEPA - NPDES IEPA - WATER IEPA - SANITARY 22825 N.PRAIRIE ROAD TOWNHOMES PRELIMINARY ENGINEERING 2 2 8 2 5 N . P R A I R I E R O A D T O W N H O M E S SURVEYING BY: UNITED SURVEY AND CONSTRUCTION SERVICES SITE PLAN BY: THE LINDEN GROUP LANDSCAPE PLANS BY: METZ & COMPANY UTILITY PLAN6. EROSION CONTROL PLAN5. GRADING PLAN4. GEOMETRICS PLAN3. EXISTING CONDITIONS AND DEMOLITION PLAN2. COVER SHEET1. BLOOM STREET PARTNERS 05/30/23 PER VILLAGE REVIEW COMMENTS 2.1.b Packet Pg. 31 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 0 3 0 ' 1 5 ' 3 0 ' S C A L E : 1 " = 3 0 ' 2 PRAIRIE ROAD H A L F D A Y R O A D WISCONSIN CENTRAL RAILROAD PROPERTY LINE PROPERTY LINE EXISTING ROW EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT (TYPICAL) EXISTING BACK OF CURB (TYPICAL) EXISTING SIDEWALK EXISTING TREE/SIZE (TYPICAL) WILLOW PARKWAY EXISTING STORMWATER DRAINAGEWAY #1 EXISTING WETLAND 0.63AC. A N D D E M O L I T I O N P L A N E X I S T I N G C O N D I T I O N S BE REMOVED HOUSE TO EXISTING REMOVED TO BE GARAGE EXISTING E X I S T I N G D R I V E W A Y T O B E R E M O V E D REMOVED TO BE APRON EXISTING REMOVED TO BE APRON EXISTING PER COUNTY AND STATE STANDARDS AND REMOVED OR ABANDONNED SHALL BE CAPPED EXISTING WELL AND SEPTIC EXISTING AND PROPOSED ROW D A T E B Y P E A R S O N , B R O W N & A S S O C I A T E S , I N C . C O N S U L T IN G E N G IN E E R S 6 SHEET NUMBER NORTH REVISIONS OF SHEETS D E S C R I P T I O N C C O P Y R I G H T 2 0 2 3 P E A R S O N , B R O W N & A S S O C IA T E S , IN C . A L L R IG H T S R E S E R V E D E - M A IL A D D R E S S : p b a @ p e a r s o n b r o w n . c o m F A X : ( 8 4 7 ) 3 6 7 - 2 5 6 7 P H O N E : ( 8 4 7 ) 3 6 7 - 6 7 0 7 L I B E R T Y V IL L E , I L . 6 0 0 4 8 1 8 5 0 W . W I N C H E S T E R R O A D - S U I T E 2 0 5 J O B N o . O R I G IN A L I S S U E : C H E C K E D B Y : D R A W N B Y : D E S IG N E D B Y : B U F F A L O G R O V E , IL L I N O I S 0 4 / 2 8 / 2 3 J . F . C . A . Z . D . S . H . 2 3 1 0 2 2 2 8 2 5 N . P R A I R I E R O A D 0 5 / 3 0 / 2 3 J F C R E V I S E D P E R V I L L A G E R E V IE W C O M M E N T SG=691.88C=692.30G=695.90T R - S - M HG=696.87C=697.27G = 6 9 5. 5 3 6 8 3 6 8 3 687 6 8 6 684682.65WL38682.90WL41683 6 8 3 . 0 8 W L 3 4683.18WL37683.20WL36WL=683.34683.42WL35683.48WL23683.49WL22683.54WL16683.56WL1683.59WL186 8 3 . 5 9 W L 1 4683.62WL296 8 3 .6 4 WL 1 9 683.77WL306 8 3 . 7 9 W L 1 7683.79WL40683.81WL2683.82WL33683.83WL39683.89WL21683.89WL20683.91WL24683.92WL32684 6 8 4684.04WL25684.04WL31684.11WL156 8 4 . 1 6 W L 2 6684.19WL12684.21WL28684.30WL27684.34WL11684.57WL136 8 5 685 6 8 5 6 8 6 686 6 8 6 6 8 7 6 8 7 687 6 8 7 688 688 688 6 8 8 6 8 8 6 8 8 6 8 8 6 8 8 688 6 8 8 688 689 689 6 8 9 6 8 9 689 6 8 9G=689.95690 690 6 9 0G=690.16C=690.17G=690.17C=690.19G=690.24C=690.27T / F = 6 9 0 . 4 0C=690.45C=690.60G=690.64G=690.76C=690.93691 691 6 9 1 F / F = 6 9 1 . 0 8G=691.16C=691.21G=691.27C=691.29C=691.70G=691.78T/F=691.85692 692 6 9 2 C=692.20C=692.42M H 693 693 6 9 3 G = 6 9 3 .0 3 D / C = 6 9 3 .1 8 C = 6 9 3 .3 3 D / C = 6 9 3 .5 7 C = 6 9 3 .8 7 694 694 6 9 4G=694.42M HC=694.83695 695 6 9 5 C=696.37C = 6 9 5. 9 5 696 6 9 6G=696.06T T G I=684.21 R=690.71 ST.MH. I=683.23 R=688.48 ST.MH. 1 2 " S TO R M I=682.17 =684.48 T/CULVERT CULVERT 12" CULVERT 12" CULVERT 12" CULVERT I=685.46R=689.21ST.MH. T/HW=686.70 36" RCP STORM PIPE METAL BOX T/PIPE=682.61 I=680.79 T/PIPE=683.74 14"x23" STORM =684.85INV.G=696.23C=696.32G = 6 9 6. 3 4 C=696.44C=696.62C=696.76C = 6 9 6. 8 1G=696.85G=697.04G=697.33C=697.34C=697.43C=697.44C=697.53C=697.532.1.b Packet Pg. 32 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 0 3 0 ' 1 5 ' 3 0 ' S C A L E : 1 " = 3 0 ' 3 G E O M E T R I C S P L A N WISCONSIN CENTRAL RAILROAD PRAIRIE ROAD EXISTING EDGE OF PAVEMENT EXISTING ROW H A L F D A Y R O A D (TYPICAL) EXISTING SIDEWALK (TYPICAL) EXISTING BACK OF CURB EXISTING ROW PROPERTY LINE DOG RUN 3 3 . 5 R 33.5 R 33.5R 52R 3' FROM PROPERTY LINE PROPOSED RETAINING WALL 109' LANDSCAPE FEATURE LOCATION ACCESS PHASE 2 B-B 25' PERGOLA 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 37' PROPOSED RIGHT TURN LANE PROPOSED LEFT TURN LANE A.C. LOCATION (TYPICAL) MAILBOX (TYPICAL) B-B 25' 37' B-B 25' 28' W I L L O W P A R K W A Y EXISTING POWER POLE (TYPICAL) 2 1 '2 0 ' 18' 1 8 ' 1 8 ' OF ALL BUILDINGS (TYPICAL) DEPRESSED CURB IN FRONT OF ALL BUILDINGS (TYPICAL) DEPRESSED CURB IN FRONT OF ALL BUILDINGS (TYPICAL) DEPRESSED CURB IN FRONT OF ALL BUILDINGS (TYPICAL) DEPRESSED CURB IN FRONT EXISTING RIGHT TURN LANE EXISTING RIGHT TURN LANE EXISTING LEFT TURN LANE WITH FENCE WALLED DETENTION AREA FENCE AREA WITH DETENTION WALLED PROPOSED CROSSWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 1 5 R 15R 15 R 15R OF ALL PARKING STALLS (TYPICAL) DEPRESSED CURB IN FRONT 1 6 7 2 5 3 4 WALKING PATH (TYPICAL) CRUSHED STONE DEPRESSED CURB DEPRESSED CURB DEPRESSED CURB PCC PAD 10' x 2.5' PROPOSED 20' EASEMENT 3 5 30 31 32 33 34 35123456 7 8 9 10 11 12 181716151413 24 25 26 27 28 29 2322212019 36 37 38 39 40 41 ONLY ONLY O N L Y ONLY ONLY ONLY ONLY ONLY HWL 687.50 OUTLET 681.50 T / B E R M 6 8 9 T / B E R M 6 8 9 T / B E R M 6 8 9 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 T/BERM 689 T/BERM 689 F / G - 6 8 7 .5 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W- 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W- 6 8 7 .5 0 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 OUTLET 683.00 H.W. 687.50 F / G - 6 8 1.5 0 T / W- 6 8 8 .0 0 F/G-686.00T/W-689.00 F/G-686.50T/W-690.50 T/W-690.25 F/G-689.75 T/W-690.00 F/G-686.00 F / G-6 8 8 .5 0 T / W-6 8 9 .5 0 BOTTOM 681.25 B O TTO M 6 82. 75 BOTTOM 682.75 T / B E R M 6 8 9 T R - S - M H M H M H T T G D A T E B Y P E A R S O N , B R O W N & A S S O C I A T E S , I N C . C O N S U L T IN G E N G IN E E R S 6 SHEET NUMBER NORTH REVISIONS OF SHEETS D E S C R I P T I O N C C O P Y R I G H T 2 0 2 3 P E A R S O N , B R O W N & A S S O C IA T E S , IN C . A L L R IG H T S R E S E R V E D E - M A IL A D D R E S S : p b a @ p e a r s o n b r o w n . c o m F A X : ( 8 4 7 ) 3 6 7 - 2 5 6 7 P H O N E : ( 8 4 7 ) 3 6 7 - 6 7 0 7 L I B E R T Y V IL L E , I L . 6 0 0 4 8 1 8 5 0 W . W I N C H E S T E R R O A D - S U I T E 2 0 5 J O B N o . O R I G IN A L I S S U E : C H E C K E D B Y : D R A W N B Y : D E S IG N E D B Y : B U F F A L O G R O V E , IL L I N O I S 0 4 / 2 8 / 2 3 J . F . C . A . Z . D . S . H . 2 3 1 0 2 2 2 8 2 5 N . P R A I R I E R O A D 0 5 / 3 0 / 2 3 J F C R E V I S E D P E R V I L L A G E R E V IE W C O M M E N T S 2.1.b Packet Pg. 33 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 30 31 32 33 34 35123456 7 8 9 10 11 12 181716151413 24 25 26 27 28 29 2322212019 36 37 38 39 40 41 ONLY ONLY O N L Y ONLY ONLY ONLY ONLY ONLY HWL 687.50 OUTLET 681.50 687 685 683 685 683 T / B E R M 6 8 9 T / B E R M 6 8 9 T / B E R M 6 8 9 6 8 5 6 8 7 6 8 3 6 8 3 6 8 5 6 8 7 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 6 8 8 6 8 8 6 8 7. 5 6 8 7. 5 685 T/BERM 689 T/BERM 689 F / G - 6 8 7 .5 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W- 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W- 6 8 7 .5 0 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 685 OUTLET 683.00 H.W. 687.50 6 9 0 .0 0 6 8 9 .8 0 690.40 690.00 690.00 690.00690.40 690.40 690.40 0.60%0.60%0.60%0.60%0.60%0.60% 2 .0 % 1.0 % G .B . 1.0 % F/G 691.00 F/G 691.00 F/G 691.00 F/G 691.00 F/G 691.00 690.30690.00 3.80%3.80%6.30% 3.80%6.30% 6.30% 6.30%3.80% 4.40%6.30% 0.60%0.60% 6 9 0 .10 6 9 0 .2 0 689.60 0 .6 0 % 0 .6 0 % 0 . 6 0 % 0.60%690.60 2.0% F/G 690.80 7.50% 690.100.70% F/G 691.00 2.50%5.60% 0.60% 690.40 6 8 9 .8 0 0 .6 0 % 0.67% 6.55% F / G - 6 8 1.5 0 T / W- 6 8 8 .0 0 691.10 F/G-686.00T/W-689.00 F/G-686.50T/W-690.50 688.0 687.0 687.0 687.0 T/W-690.25 F/G-689.75 T/W-690.00 F/G-686.00 685.0 6 8 9 .9 7 F / G-6 8 8 .5 0 T / W-6 8 9 .5 0 690.11 683.0 685.0 BOTTOM 681.25 B O TTO M 6 82. 75 BOTTOM 682.75 0.154 AC TO BE PRESERVED AREA OF WETLAND T / B E R M 6 8 9 6 8 9 .9 3 690.41 689.0 689.0 689.0 688.50689.0 4:1 4:1 5:1G=691.88C=692.30G=695.90T R - S - M HG=696.87C=697.27G = 6 9 5. 5 3 6 8 3 6 8 3 687 6 8 6 684682.65WL38682.90WL41683 6 8 3 . 0 8 W L 3 4683.18WL37683.20WL36WL=683.34683.42WL35683.48WL23683.49WL22683.54WL16683.56WL1683.59WL186 8 3 . 5 9 W L 1 4683.62WL296 8 3 .6 4 WL 1 9 683.77WL306 8 3 . 7 9 W L 1 7683.79WL40683.81WL2683.82WL33683.83WL39683.89WL21683.89WL20683.91WL24683.92WL32684 6 8 4684.04WL25684.04WL31684.11WL156 8 4 . 1 6 W L 2 6684.19WL12684.21WL28684.30WL27684.34WL11684.57WL136 8 5 685 6 8 5 6 8 6 686 6 8 6 6 8 7 6 8 7 687 6 8 7 688 688 688 6 8 8 6 8 8 6 8 8 6 8 8 6 8 8 688 6 8 8 688 689 689 6 8 9 6 8 9 689 6 8 9G=689.95690 690 6 9 0G=690.16C=690.17G=690.17C=690.19G=690.24C=690.27C=690.45C=690.60G=690.64G=690.76C=690.93691 691 6 9 1 F / F = 6 9 1 . 0 8G=691.16C=691.21G=691.27C=691.29C=691.70G=691.78T/F=691.85692 692 6 9 2 C=692.20C=692.42693 693 6 9 3 G = 6 9 3 .0 3 D / C = 6 9 3 .1 8 C = 6 9 3 .3 3 D / C = 6 9 3 .5 7 C = 6 9 3 .8 7 694 694 6 9 4G=694.42C=694.83695 695 6 9 5 C=696.37C = 6 9 5. 9 5 696 6 9 6G=696.06T T G I=684.21 R=690.71 ST.MH. I=683.23 R=688.48 ST.MH. 1 2 " S TO R M I=682.17 =684.48 T/CULVERT CULVERT 12" CULVERT 12" CULVERT 12" CULVERT I=685.46R=689.21ST.MH. T/HW=686.70 36" RCP STORM PIPE METAL BOX T/PIPE=682.61 I=680.79 T/PIPE=683.74 14"x23" STORM =684.85INV.G=696.23C=696.32G = 6 9 6. 3 4 C=696.44C=696.62C=696.76C = 6 9 6. 8 1G=696.85G=697.04G=697.33C=697.34C=697.43C=697.44C=697.53C=697.53XX X X X X X X XX X X X X XX X X X X X X X X X X X X D A T E B Y P E A R S O N , B R O W N & A S S O C I A T E S , I N C . C O N S U L T IN G E N G IN E E R S 6 SHEET NUMBER NORTH REVISIONS OF SHEETS D E S C R I P T I O N C C O P Y R I G H T 2 0 2 3 P E A R S O N , B R O W N & A S S O C IA T E S , IN C . A L L R IG H T S R E S E R V E D E - M A IL A D D R E S S : p b a @ p e a r s o n b r o w n . c o m F A X : ( 8 4 7 ) 3 6 7 - 2 5 6 7 P H O N E : ( 8 4 7 ) 3 6 7 - 6 7 0 7 L I B E R T Y V IL L E , I L . 6 0 0 4 8 1 8 5 0 W . W I N C H E S T E R R O A D - S U I T E 2 0 5 J O B N o . O R I G IN A L I S S U E : C H E C K E D B Y : D R A W N B Y : D E S IG N E D B Y : B U F F A L O G R O V E , IL L I N O I S 0 4 / 2 8 / 2 3 J . F . C . A . Z . D . S . H . 2 3 1 0 2 2 2 8 2 5 N . P R A I R I E R O A D 0 5 / 3 0 / 2 3 J F C R E V I S E D P E R V I L L A G E R E V IE W C O M M E N T S 4 G R A D I N G P L A N 0 3 0 ' 1 5 ' 3 0 ' S C A L E : 1 " = 3 0 ' PRAIRIE ROAD H A L F D A Y R O A D WISCONSIN CENTRAL RAILROAD W I L L O W P A R K W A Y 3:1 SLOPE (MAXIMUM) 3' 1' COMPACTED CLAY CORE 3:1 BACK SLOPE (MAXIMUM) INTERIOR POND INCLUDING SIDE SLOPES PROVIDE NATIVE VEGETATION THROUGHOUT STORMWATER BASIN DETAIL - NATURALIZED APPLICABLE WHERE T/BERM HIGHWATER / SPILLWAY INVERT = 687.50 MIN. TOP OF BERM =689.00 (WHERE REQUIRED) 3" NORMAL OUTLET = 681.50 (N) & 683.00 (S) BOTTOM = 681.25 (N) & 682.75 (S) TWO INTER-CONNECTED ZONES - SINGLE SYSTEM RETAINING WALL ZONES WITH FENCE WALLED DETENTION AREA FENCE AREA WITH DETENTION WALLED FENCE (4.31 AC) x (0.50 AC-FT/AC) = 2.16 AC-FT REQUIRED DETENTION VOLUME 1.34 AC-FT 0.91 AC-FT VOLUME PROVIDED = 2.25 AC-FT FINISHED GRADE CRUSHED STONE LEVELING PAD UNREINFORCED CONCRETE OR D E S IG N H E IG H T 8 1 KEYSTONE COMPAC UNIT (3/4" CRUSHED UNIT CORE FILL ROCK OR STONE) RETAINED SOIL 8" MIN. LOW PERMEABLE SOIL (INTERLOCKING BLOCK) TYPICAL GRAVITY WALL SECTION COMPACT UNIT - 1" MINIMUM SETBACK PERFORATED DRAIN PIPE KEYSTONE 4" CAP UNIT PROVIDE WEEP HOLES AT 25' INTERVALS NOTE: SAFETY RAILS/FENCES. IN ILLINOIS AND SPECIFIC SHOP DRAWINGS AND ALSO REQUIRE STRUCTURAL DESIGN BY LICENSED ENGINEER NOTE: PROPOSED WALLS ABOVE 30" IN HEIGHT WILL 2.1.b Packet Pg. 34 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 30 31 32 33 34 35123456 7 8 9 10 11 12 181716151413 24 25 26 27 28 29 2322212019 36 37 38 39 40 41 ONLY ONLY O N L Y ONLY ONLY ONLY ONLY ONLY HWL 687.50 OUTLET 681.50 687 685 683 685 683 T / B E R M 6 8 9 T / B E R M 6 8 9 T / B E R M 6 8 9 6 8 5 6 8 7 6 8 3 6 8 3 6 8 5 6 8 7 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 6 8 8 6 8 8 6 8 7. 5 6 8 7. 5 685 T/BERM 689 T/BERM 689 F / G - 6 8 7 .5 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W- 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W- 6 8 7 .5 0 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 685 OUTLET 683.00 H.W. 687.50 6 9 0 .0 0 6 8 9 .8 0 690.40 690.00 690.00 690.00690.40 690.40 690.40 0.60%0.60%0.60%0.60%0.60%0.60% 2 .0 % 1.0 % G .B . 1.0 % F/G 691.00 F/G 691.00 F/G 691.00 F/G 691.00 F/G 691.00 690.30690.00 3.80%3.80%6.30% 3.80%6.30% 6.30% 6.30%3.80% 4.40%6.30% 0.60%0.60% 6 9 0 .10 6 9 0 .2 0 689.60 0 .6 0 % 0 .6 0 % 0 . 6 0 % 0.60%690.60 2.0% F/G 690.80 7.50% 690.100.70% F/G 691.00 2.50%5.60% 0.60% 690.40 6 8 9 .8 0 0 .6 0 % 0.67% 6.55% F / G - 6 8 1.5 0 T / W- 6 8 8 .0 0 691.10 F/G-686.00T/W-689.00 F/G-686.50T/W-690.50 688.0 687.0 687.0 687.0 T/W-690.25 F/G-689.75 T/W-690.00 F/G-686.00 685.0 6 8 9 .9 7 F / G-6 8 8 .5 0 T / W-6 8 9 .5 0 690.11 683.0 685.0 BOTTOM 681.25 B O TTO M 6 82. 75 BOTTOM 682.75 0.154 AC TO BE PRESERVED AREA OF WETLAND T / B E R M 6 8 9 6 8 9 .9 3 690.41 689.0 689.0 689.0 688.50689.0 4:1 4:1 5:1G=691.88C=692.30G=695.90T R - S - M HG=696.87C=697.27G = 6 9 5. 5 3 6 8 3 6 8 3 687 6 8 6 684682.65WL38682.90WL41683 6 8 3 . 0 8 W L 3 4683.18WL37683.20WL36WL=683.34683.42WL35683.48WL23683.49WL22683.54WL16683.56WL1683.59WL186 8 3 . 5 9 W L 1 4683.62WL296 8 3 .6 4 WL 1 9 683.77WL306 8 3 . 7 9 W L 1 7683.79WL40683.81WL2683.82WL33683.83WL39683.89WL21683.89WL20683.91WL24683.92WL32684 6 8 4684.04WL25684.04WL31684.11WL156 8 4 . 1 6 W L 2 6684.19WL12684.21WL28684.30WL27684.34WL11684.57WL136 8 5 685 6 8 5 6 8 6 686 6 8 6 6 8 7 6 8 7 687 6 8 7 688 688 688 6 8 8 6 8 8 6 8 8 6 8 8 6 8 8 688 6 8 8 688 689 689 6 8 9 6 8 9 689 6 8 9G=689.95690 690 6 9 0G=690.16C=690.17G=690.17C=690.19G=690.24C=690.27C=690.45C=690.60G=690.64G=690.76C=690.93691 691 6 9 1 F / F = 6 9 1 . 0 8G=691.16C=691.21G=691.27C=691.29C=691.70G=691.78T/F=691.85692 692 6 9 2 C=692.20C=692.42693 693 6 9 3 G = 6 9 3 .0 3 D / C = 6 9 3 .1 8 C = 6 9 3 .3 3 D / C = 6 9 3 .5 7 C = 6 9 3 .8 7 694 694 6 9 4G=694.42C=694.83695 695 6 9 5 C=696.37C = 6 9 5. 9 5 696 6 9 6G=696.06T T G I=684.21 R=690.71 ST.MH. I=683.23 R=688.48 ST.MH. 1 2 " S TO R M I=682.17 =684.48 T/CULVERT CULVERT 12" CULVERT 12" CULVERT 12" CULVERT I=685.46R=689.21ST.MH. T/HW=686.70 36" RCP STORM PIPE METAL BOX T/PIPE=682.61 I=680.79 T/PIPE=683.74 14"x23" STORM =684.85INV.G=696.23C=696.32G = 6 9 6. 3 4 C=696.44C=696.62C=696.76C = 6 9 6. 8 1G=696.85G=697.04G=697.33C=697.34C=697.43C=697.44C=697.53C=697.53XX X X X X X X XX X X X X XX X X X X X X X X X X X X D A T E B Y P E A R S O N , B R O W N & A S S O C I A T E S , I N C . C O N S U L T IN G E N G IN E E R S 6 SHEET NUMBER NORTH REVISIONS OF SHEETS D E S C R I P T I O N C C O P Y R I G H T 2 0 2 3 P E A R S O N , B R O W N & A S S O C IA T E S , IN C . A L L R IG H T S R E S E R V E D E - M A IL A D D R E S S : p b a @ p e a r s o n b r o w n . c o m F A X : ( 8 4 7 ) 3 6 7 - 2 5 6 7 P H O N E : ( 8 4 7 ) 3 6 7 - 6 7 0 7 L I B E R T Y V IL L E , I L . 6 0 0 4 8 1 8 5 0 W . W I N C H E S T E R R O A D - S U I T E 2 0 5 J O B N o . O R I G IN A L I S S U E : C H E C K E D B Y : D R A W N B Y : D E S IG N E D B Y : B U F F A L O G R O V E , IL L I N O I S 0 4 / 2 8 / 2 3 J . F . C . A . Z . D . S . H . 2 3 1 0 2 2 2 8 2 5 N . P R A I R I E R O A D 0 5 / 3 0 / 2 3 J F C R E V I S E D P E R V I L L A G E R E V IE W C O M M E N T S 5 0 3 0 ' 1 5 ' 3 0 ' S C A L E : 1 " = 3 0 ' E R O S I O N C O N T R O L P L A N PROJECT NOTES: (Typical) Silt Fence (Typical) Silt Fence of each building permit/construction. washout, shall be required at the time located in proposed driveway, and a concrete Temporary stabilized construction entrance NOTE: (Typical) areas have been stabilized. inlet basket until disturbed Provide temporary removable (Typical) areas have been stabilized. fabric barrier until distrubed inlet basket and monofilament Provide temporary removable with silt fence stockpile surrounded of temporary topsoil Approximate location (Typical) Silt Fence DOUBLE-ROW removed from the site. All excavated material not used for site grading/respread shall be 9. of topsoil, seed and NAG S75 blanket, or approved equal. All disturbed areas shall be restored with minimum 4-inches 8. for proposed improvements. Contractor shall remove and relocate, or reinstall any signs as needed7. Pavement restoration shall match the existing by type and thickness6. Full depth saw-cut is required for all removals5. discrepancies that are found. The contractor shall notify the design engineer immediately of any prior to the start of construction. Exploratory digging may be necessary. Contractor shall verify the location and elevation of all wet and dry utilities 4. prior to start of construction. Silt fence shall be installed by the contractor and inspected by the Village 3. Contractor shall call JULIE at least 48 hours prior to start of construction.2. Topography provided by United Survey Service, LLC.1. 2.1.b Packet Pg. 35 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 30 31 32 33 34 35123456 7 8 9 10 11 12 181716151413 24 25 26 27 28 29 2322212019 36 37 38 39 40 41 ONLY ONLY O N L Y ONLY ONLY ONLY ONLY ONLY HWL 687.50 OUTLET 681.50 T / B E R M 6 8 9 T / B E R M 6 8 9 T / B E R M 6 8 9 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W - 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 F / G - 6 8 1.5 0 T / W- 6 8 7 .5 0 T/BERM 689 T/BERM 689 F / G - 6 8 7 .5 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W- 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W - 6 8 7 .5 0 F / G - 6 8 3 .0 0 T / W- 6 8 7 .5 0 F / G - 6 8 7 .5 0 T / W- 6 8 7 .5 0 OUTLET 683.00 H.W. 687.50 F / G - 6 8 1.5 0 T / W- 6 8 8 .0 0 F/G-686.00T/W-689.00 F/G-686.50T/W-690.50 T/W-690.25 F/G-689.75 T/W-690.00 F/G-686.00 F / G-6 8 8 .5 0 T / W-6 8 9 .5 0 BOTTOM 681.25 B O TTO M 68 2. 75 0.154 AC TO BE PRESERVED AREA OF WETLAND T / B E R M 6 8 9 T / F = 6 9 0 . 4 0 T T G I=684.21 R=690.71 ST.MH. I=683.23 R=688.48 ST.MH. 1 2 " S TO R M I=682.17 =684.48 T/CULVERT CULVERT 12" CULVERT 12" CULVERT 12" CULVERT T/HW=686.70 36" RCP STORM PIPE METAL BOX T/PIPE=682.61 I=680.79 T/PIPE=683.74 14"x23" STORM =684.85INV. XX X X X X X X XX X X X X XX X X X X X X X X X X X X D A T E B Y P E A R S O N , B R O W N & A S S O C I A T E S , I N C . C O N S U L T IN G E N G IN E E R S 6 SHEET NUMBER NORTH REVISIONS OF SHEETS D E S C R I P T I O N C C O P Y R I G H T 2 0 2 3 P E A R S O N , B R O W N & A S S O C IA T E S , IN C . A L L R IG H T S R E S E R V E D E - M A IL A D D R E S S : p b a @ p e a r s o n b r o w n . c o m F A X : ( 8 4 7 ) 3 6 7 - 2 5 6 7 P H O N E : ( 8 4 7 ) 3 6 7 - 6 7 0 7 L I B E R T Y V IL L E , I L . 6 0 0 4 8 1 8 5 0 W . W I N C H E S T E R R O A D - S U I T E 2 0 5 J O B N o . O R I G IN A L I S S U E : C H E C K E D B Y : D R A W N B Y : D E S IG N E D B Y : B U F F A L O G R O V E , IL L I N O I S 0 4 / 2 8 / 2 3 J . F . C . A . Z . D . S . H . 2 3 1 0 2 2 2 8 2 5 N . P R A I R I E R O A D 0 5 / 3 0 / 2 3 J F C R E V I S E D P E R V I L L A G E R E V IE W C O M M E N T S WISCONSIN CENTRAL RAILROAD H A L F D A Y R O A D PRAIRIE ROAD W I L L O W P A R K W A Y INV. 682.30+/- EXISTING SANITARY (TYPICAL) AUGER & PUSH 8" WATERMAIN (TYPICAL) AUGER & PUSH 8" SANITARY SEWER EXISTING 8" WATERMAIN EXISTING 8" SANITARY SEWER I-684.10 R-690.30 I-686.30 R-690.00 FIRE HYDRANT (TYPICAL) I-685.70 R-689.60 FOR FUTURE CONNECTION 8" WATERMAIN STUB FIRE HYDRANT (TYPICAL) 8" SANITARY SEWER (TYPICAL) 8" WATERMAIN (TYPICAL) 4' VALVE VAULT (TYPICAL) STRUCTURE CONTROL OUTLET BYPASS STORM OUTLET 12" F.E.S. SPILLWAY CREST 687.50 LOC. MANHOLE CONFLICT POTENTIAL CONTROLS TO OUTLET 24" STORM 18" STORM I-683.65 +/- R-690.00 8" WATERMAIN LOOP CUT-IN TEE FOR CONNECTION SHALL BE 100 YEAR DESIGN INCLUDING INLET CAPACITY ALL STORM SEWER TO PROPOSED BASINS NOTE:6 U T I L I T Y P L A N S C A L E : 1 " = 3 0 ' 0 1 5 ' 3 0 ' 3 0 ' 2.1.b Packet Pg. 36 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Know what'sbelow. Call before you dig.CS-1.0 LANDSCAPE PLAN Site Location Map Landscape Architect: Metz & Company 826 E. Maple Street Lombard, IL 60148 630.561.3903 PRELIMINARY LANDSCAPE PLAN FOR: Architect: Linden Group Architects, Inc. 10100 Orland Parkway, Suite 110 Orland Park, IL 60467 708.799.4400 22825 N. PRAIRIE ROAD Buffalo Grove, IL SHEET DESCRIPTION CS-1.0 COVER SHEET L-1.0 LANDSCAPE PLAN L-2.0 NATURALIZED LANDSCAPE REQUIREMENTS L-3.0 LANDSCAPE SPECIFICATIONS & DETAILS SHEET INDEXSITE LOCATION SHEET REVISIONS c Co p y r i g h t 2 0 2 3 a l l r i g h t s r e s e r v e d . T h e d e s i g n a n d a n y a n d a l l i d e a s c o n t a i n e d h e r e i n a r e t h e s o l e p r o p e r t y o f M e t z & C o m p a n y . A n y r e p r o d u c t i o n o f t h e d e s i g n o r t h e c o n c e p t e m b o d i e d h e r e i n i n a n y f o r m , i n w h o l e o r i n p a r t , w i t h o u t c o n s e n t f r o m M e t z & C o m p a n y i s p r o h i b i t e d . PROJECT NO.: DATE: SCALE: TITLE SEAL: I f t h i s p l a n i s n o t 2 4 ' ' x 3 6 " i n s i z e , t h e n i t i s a r e p r o d u c t i o n t h a t m a y n o t b e t o s c a l e 4-27-2023 1 New Site Plan/Village Review METZ & COMPANYMETZ & COMPANY LANDSCAPE ARCHITECTURE/SITE PLANNING 826 East Maple Street Lombard, Illinois 60148 PH: 630.561.3903 www.metz-company.com 23-227 BU F F A L O G R O V E , I L L I N O I S 22 8 2 5 N . P R A I R I E R O A D PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 5-18-23 2 New Site Plan 5-30-23 3 Gazebo Dimensions 6-27-23 Engineer: Pearson, Brown & Associates, Inc. 1850 W. Winchester Rd. Suite 205 Libertyville, IL 60048 847.367.6707 Half Day Road Pr a i r i e R o a d 2.1.b Packet Pg. 37 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 30 31 32 33 34 35123456 7 8 9 10 11 12 181716151413 24 25 26 27 28 29 2322212019 36 37 38 39 40 41 ON L Y MITIGATION TREES 2.0" to 6.0" BB - DECIDUOUS SHADE TREE 1.5" (5') to 3" (9') BB - ORNAMENTAL TREES 5' to 10' BB - EVERGREEN TREES SUPPLEMENTAL PLANTS 30" to 36" - DECIDUOUS SHRUBS #3 or #5 - DWARF DECIDUOUS SHRUBS 24"/#5 - EVERGREEN SHRUBS 4' BB - UPRIGHT EVERGREEN SHRUB #1 - PERENNIALS or ORNAMENTAL GRASSES from flats - GROUNDCOVERS NATIVE PLANTINGS STORMWATER DETENTION PLANTINGS (see Typical Stormwater Detention Section) WET TO MESIC PRAIRIE SEED MIXTURE NOTE: All turf areas shall seeded with IDOT Class 1-A salt tolerant turf seed mixture & covered with straw blanket LEGEND FREE STANDING PERGOLA (see image on Sheet L-2.0) SEED & BLANKET SEED & BLANKET SEED & BLANKET SEED & BLANKET SEED & BLANKET SEED & BLANKET DEGENERATED GRANITE PATH 42'' WOODEN FENCE (see detail on L-3.0) DOG RUN STORMWATER MANAGEMENT AREA PLANTINGS (see section) EXISTING WETLAND WET/MESIC PRAIRIE 25' SIGHT TRIANGLE LANDSCAPE FEATURE ·CUSTOM DESIGNED PERGOLA ·BOARDWALK OVERLOOK ·ORNAMENTAL LANDSCAPING ·BENCHES STORMWATER MANAGEMENT AREA PLANTINGS (see section) ANNUAL FLOWERS PRAIRIE ROAD HA L F D A Y R O A D WET/MESIC PRAIRIE 1"=30' L-1.0 LANDSCAPE PLAN NORTH 0'15'30'60' GENERAL NOTES: Plant material shall be nursery grown and be either balled and bur-lapped or container grown. Sizes and spreads on plant list represent minimum requirements. The requirements for measurement, branching and ball size shall conform to the latest addition of ANSI Z60.1, AMERICAN STANDARD OF NURSERY STOCK by the American Nursery & Landscape Association. Any materials with damaged or crooked/disfigured leaders, bark abrasion, sunscald, insect damage, etc. are not acceptable and will be rejected. Trees with multiple leaders will be rejected unless called for in the plant list as multi-stem or clump (cl.). If any mistakes, omissions, or discrepancies are found to exist with the work product, the Landscape Architect shall be promptly notified so that they have the opportunity to take any steps necessary to resolve the issue. Failure to promptly notify the Landscape Architect and the Owner of such conditions shall absolve them from any responsibility for the consequences of such failure. Under no circumstances should these plans be used for construction purposes without examining actual locations of utilities on site, and reviewing all related documents mentioned herein, including related documents prepared by the project Civil Engineer and Architect. Civil Engineering or Architectural base information has been provided by others. The location of various site improvements on this set of drawings is only illustrative and should not be relied upon for construction purposes. Quantity lists are supplied as a convenience. However, Bidders and the Installing Contractor should verify all quantities. The drawings shall take precedence over the lists. Any discrepancies shall be reported to the Landscape Architect. Actions taken without the knowledge and consist of the Owner and the Landscape Architect or in contradiction to the Owner and the Landscape Architect's work product or recommendations, shall become the responsibility not of the Owner and the Landscape Architect, but for the parties responsible for the taking of such action. Refer to Civil Engineering documents for detailed information regarding size, location, depth and type of utilities, as well as locations of other site improvements, other than landscape improvements, Plant symbols illustrated on this plan are a graphic representation of proposed plant material types and are intended to provide for visual clarity. However, the symbols do not necessarily represent actual plant spread at the time of installation. Know what'sbelow. Call before you dig. PRELIMINARY SHEET REVISIONS c Co p y r i g h t 2 0 2 3 a l l r i g h t s r e s e r v e d . T h e d e s i g n a n d a n y a n d a l l i d e a s c o n t a i n e d h e r e i n a r e t h e s o l e p r o p e r t y o f M e t z & C o m p a n y . A n y r e p r o d u c t i o n o f t h e d e s i g n o r t h e c o n c e p t e m b o d i e d h e r e i n i n a n y f o r m , i n w h o l e o r i n p a r t , w i t h o u t c o n s e n t f r o m M e t z & C o m p a n y i s p r o h i b i t e d . PROJECT NO.: DATE: SCALE: TITLE SEAL: I f t h i s p l a n i s n o t 2 4 ' ' x 3 6 " i n s i z e , t h e n i t i s a r e p r o d u c t i o n t h a t m a y n o t b e t o s c a l e 4-27-2023 1 New Site Plan/Village Review METZ & COMPANYMETZ & COMPANY LANDSCAPE ARCHITECTURE/SITE PLANNING 826 East Maple Street Lombard, Illinois 60148 PH: 630.561.3903 www.metz-company.com 23-227 BU F F A L O G R O V E , I L L I N O I S 22 8 2 5 N . P R A I R I E R O A D PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 5-18-23 2 New Site Plan 5-30-23 3 Gazebo Dimensions 6-27-23 All plant species specified are subject to availability. Material shortages in the landscape industry may require substitutions. All substitutions must be approved by the Village, Landscape Architect and Owner. The Landscape Contractor shall verify location of all underground utilities prior to digging by calling "J.U.L.I.E." (Joint Utility Location for Excavators) 1-800-892-0123 and any other public or private agency necessary for utility location. All perennial, ornamental grass, groundcover and annual beds shall be top dressed with a minimum of three inches (3") of mushroom compost. The top dressing shall be worked into the soil to a minimum depth of nine inches (9") by the use of a cultivating mechanism. Upon completion perennials & ornamental grasses shall be mulched with an additional two inch (2") layer of shredded wood mulch; Annuals & groundcovers shall be covered with a two inch (2") layer of southern pine bark fines mulch. All other planting beds and tree saucers shall be mulched with a minimum of three inches (3") of shredded wood mulch. Planting beds adjacent to building shall be mulched in their entirety to the building foundation. Plant materials shall not be installed under building overhangs and other such areas which do not receive natural rainfall. Mulch beds at the time of planting shall extend a minimum of two feet (2') beyond the center of a shrub. All bed lines and tree saucers shall require a hand spaded edge between lawn and mulched areas. Grading shall provide slopes which are smooth and continuous. Positive drainage shall be provided in all areas. Sod shall be mineral base only. Seed mixes shall be applied mechanically so that the seed is incorporated into the top one-half inch (1/2") of the seed bed. The seed shall then be covered with the specified blanket (installed per manufacturer's. specs) or Hydro-mulch. All plant material shall be guaranteed for one (1) year from the date of acceptance. 2.1.b Packet Pg. 38 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) OUTLET ELEV. *NOTE: A 1-ROLL WIDTH OF STRAW/COCONUT EROSION CONTROL MAT SHALL EXTEND FOR THE ENTIRE SHORELINE OF THE POND. SEED MIXES TO BE SOWN UNDER THE MAT H.W.L. OVERLAP BLANKET & STAPLE (per manufacturer specifications) STRAW BLANKET STRAW/COCONUT BLANKET MID POND ELEV. WET/MESIC PRAIRIE SEED MIX 3'-0" WETLAND EDGE SEED MIX EMERGENT WETLAND PLUG MIX LOW PROFILE PRAIRIE SEED MIX Limits per landscape plan SEE LANDSCAPE PLAN 1"=30' L-2.0 LANDSCAPE PLAN PRELIMINARY SHEET REVISIONS c Co p y r i g h t 2 0 2 3 a l l r i g h t s r e s e r v e d . T h e d e s i g n a n d a n y a n d a l l i d e a s c o n t a i n e d h e r e i n a r e t h e s o l e p r o p e r t y o f M e t z & C o m p a n y . A n y r e p r o d u c t i o n o f t h e d e s i g n o r t h e c o n c e p t e m b o d i e d h e r e i n i n a n y f o r m , i n w h o l e o r i n p a r t , w i t h o u t c o n s e n t f r o m M e t z & C o m p a n y i s p r o h i b i t e d . PROJECT NO.: DATE: SCALE: TITLE SEAL: I f t h i s p l a n i s n o t 2 4 ' ' x 3 6 " i n s i z e , t h e n i t i s a r e p r o d u c t i o n t h a t m a y n o t b e t o s c a l e 4-27-2023 1 New Site Plan/Village Review METZ & COMPANYMETZ & COMPANY LANDSCAPE ARCHITECTURE/SITE PLANNING 826 East Maple Street Lombard, Illinois 60148 PH: 630.561.3903 www.metz-company.com 23-227 BU F F A L O G R O V E , I L L I N O I S 22 8 2 5 N . P R A I R I E R O A D PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 5-18-23 2 New Site Plan 5-30-23 3 Gazebo Dimensions 6-27-23 SECTION - STORMWATER MANAGEMENT AREA LANDSCAPING NO SCALE THREE-YEAR MANAGEMENT PERIOD ACTIVITIES 1.The work consists of the Contractor conducting routine ecological management activities during the three-year management and monitoring period in the naturalized planting areas as shown on the landscape plan to assist the Contractor in meeting required performance standards. 2.During the first two (2) growing seasons of the three-year period the Contractor shall high-mow the vegetation in the Prairie and/or Wet/Mesic Prairie areas several times during the growing season to ensure the vegetation does not exceed eighteen inches (18") in height. A rotary or flail type mower shall be used. During high-mowing, the vegetation shall be cut no lower than 6 to 9 inches so the native seeding are unharmed. Selective weed whipping can also be used if conditions are unfit (i.e., too wet) for a tractor, or if only small isolated areas of vegetation required cutting. In addition, cutting the inflorescence prior to seed set of many biennial species including teasel and sweet clover is an effective control method that can be utilized. 3.The Contractor shall conduct chemical and/or mechanical weed control activities in all of the naturalized seeded areas for a three-year period following planting/seeding. The Contractor shall conduct four annual weed control application periods (total of twelve (12) for the three-year period). The Contractor is responsible to achieve a 95% kill of reed canary grass, purple loosestrife, thistle and common reed and 80% kill of other problematic, nuisance species to successfully complete each of the application periods specified below. a.Application Period One (early spring): problematic species such as, but not limited to, reed canary grass, red/white cover, cattails. b.Application Period Two (late spring to mid-summer): problematic species such as, but not limited to, reed canary grass, while/yellow sweet cover, cattails, wild carrot, purple loosestrife and common reed. c.Application Period Three (mid to late summer): problematic species such as, but not limited to, reed canary grass, ragweed, cattails, purple loosestrife and common reed. d.Application Period Four (late summer to early fall): problematic species such as, but not limited to, reed canary grass, red/white cover, common reed. 4. Natural regeneration of cattails in the stormwater management facilities will likely occur following construction. As required by these planting specifications pre-planting weed control will be conducted if any problematic species are present. As for cattails, hand pulling cattails can be conducted when the cattails are small enough to ensure that the entire root is removed. Off-site disposal of cattails will be required. Larger cattails will require herbicide applications. Aggressive cattail control will be required after planting throughout the three-year management period to ensure plant establishment. After planting the hand-wick application method to control cattails shall be required. 5. If permitted, the Contractor shall conduct a prescribed burn in the prairie areas during the third growing season. The Contractor shall obtain all the required burn permits from the Illinois Environmental Protection Agency, City or Village, and local fire protect district and prepare all necessary documents required for the permit including a Burn Plan. 6. The Contractor shall irrigate all plant plugs as needed to achieve the survivorship requirements. 7. The Contractor shall remove and dispose of all planting enclosures during the second year of the management period. PERFORMANCE CRITERIA 1.Within three (3) months of seed installation, at least 90% of the seeded area, as measured by aerial coverage, shall be vegetated. A minimum 90% vegetative coverage shall be maintained throughout and at the end of the three-year maintenance period for these areas. This standard does not apply to wetland plug areas (if planted). 2.At the end of the second growing season, a minimum of 75% vegetative coverage in the wetland plug area(s) shall be achieved and maintained throughout the end of the three-year maintenance period (if planted). 3.The stormwater management facilities shall not contain any rills greater than four inches (4") deep throughout and at the end of the three-year maintenance period. 4.At the end of the second and third growing seasons, no area greater than 1.0 square meters on slope areas shall be devoid of vegetation. 5.At the end of the second growing season, 30% seed mix presence for the prairie seed mix areas shall be achieved. At the end of the third growing season 50% seed mix presence for the prairie seed mixes shall be achieved. 6.At the end of the third growing season, the top three dominate species based on aerial coverage shall NOT be non-native species, cattail or reed grass 7.Relative coverage (determined by ocular estimation) of cattail shall be less than 10% throughout, and at the end of the three-year maintenance period. 8.Relative coverage (determined by ocular estimation) of common reed, reed canary grass, and loosestrife in aggregate shall be less than 5% throughout, and at the end of the three-year maintenance period. 9.Relative coverage (determined by ocular estimation) of thistle and teasel shall be less than 5% throughout, and at the end of the three-year maintenance period. 10.Plugs (if planted) must achieve 90% survivorship one (1) year from plant installation. The Contractor shall water plant plugs (if planted) as needed in order to meet the performance criteria. The cost to irrigate is incidental to the contract and shall be included in the Contractor's bid price. The Contractor shall also perform vegetative management for three years following planting as specified under the section "Three-year Monitoring and Reporting Activities' to assist with meeting the Contractor Performance Criteria. If performance criteria are not achieved, Contractor is responsible to conduct additional activities, which may include supplemental seeding, supplemental planting and additional years of vegetation management to rectify areas at no additional cost to the Owner to achieve performance. FREE STANDING PERGOLA STAINED TO MATCH BUILDINGS 2.1.b Packet Pg. 39 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) N.T.S. L-3.0 LANDSCAPE SPECIFICATIONS PLANT MATERIAL PART 1 - GENERAL 1.1 SCOPE OF WORK The work includes furnishing of all materials, and the performance of all operation in connection with the planting of deciduous & evergreen trees, deciduous & evergreen shrubs, shrub roses, perennials, ornamental grasses, groundcover, bulbs (if any) and annual flowers (if any) in strict conformance with the project specifications and applicable drawings which are subject to the terms and conditions of the Contract. 1.2 GENERAL REQUIREMENTS All plant material shall comply with the State of ILLINOIS and FEDERAL laws with respect to inspection for plant diseases and insect infestation. An inspection certificate required by law to this effect shall accompany each shipment. The Landscape Architect reserves the right to inspect the plant material at the place of growth but such inspection shall not preclude the right of rejection at the site. 1.3 APPLICABLE STANDARDS A.American National Standards for Tree Care Operations, ANSI A300, American National Standards Institute, 11 West 42nd Street, New York, N.Y. 10036. B.American Standard for Nursery Stock , ANSI Z60.1, American Nursery & Landscape Association, 1000 Vermont Avenue NW, Suite 300, Washington, D.C. 20005. C.Hortus Third , The Staff of the L.J. Bailey Hortorium, 1976, MacMillan Publishing Co., New York. D.All standards shall include the latest additions and amendments as of the dated of advertisement for bids. PART 2 - MATERIALS 2.1 GENERAL The Landscape Architect reserves the right to tag or inspect plants at the nursery but such inspection shall not preclude the right of rejection at the site. Contractor shall furnish and install all plants as shown on the drawing and in the quantities as actually designated on the drawings. The quantities shown on the plant list are included for convenience purposes only. 2.2 NOMENCLATURE The names of the plants indicated on the drawings conform generally with those accepted in the nursery trade. 2.3 QUALITY AND SIZE Plants shall have a habit of growth that is normal for the species and shall be sound, healthy, vigorous, and free from insect pests, their eggs or larvae, plant diseases, and injuries. All plants shall be nursery grown under climatic conditions similar to those which exist in the locality of the site for at least two (2) years and equal or exceed the measurements specified in the plant list. They shall be measured before pruning with branches in formal position. All necessary pruning shall be performed only at the time of planting. Trees will not be accepted which have their leaders cut or which have their leaders damaged so that cutting is necessary. Plants larger in size than specified may be used with the approval of the Landscape Architect but the use of larger plants will make no change in the contract price. Requirements for the measurement, branching, quality, balling, and burlapping of plants on the plant list shall follow the Code of Standards (Z60.1-most current edition) by the AMERICAN NURSERY & LANDSCAPE ASSOCIATION, formerly known as the AMERICAN ASSOCIATION OF NURSERYMEN, INC. All plant material with shriveled dry roots or which does not comply with the specifications will be rejected. All shrubs shall be at least twice transplanted and must have a fully developed fibrous root system typical of the stated species. All shrubs must be freshly dug immediately before shipping unless they are containerized. Pre-dug, healed-in plants may be considered only in special cases involving planting during the hot months between the spring and fall planting seasons. Use of such material will be allowed only upon the approval of the Landscape Architect and is subject to his inspection prior to said approval. 2.4 DELIVERIES The Contractor shall take all precautions that are demanded by good trade practice to insure arrival of the plant material at the stated delivery point in good condition and without injury of any nature. Plants shall be covered properly to prevent drying, transit disease, or injury. 2.5 TEMPORARY STORAGE Insofar as it is possible, plant material shall be planted on the day of delivery. In the event this is not possible, the Contractor shall protect the unplanted stock from sun and drying winds at all times. All balled and burlapped plants shall be shaded from the sun, have their ball set off the ground and healed in with sawdust, peat, soil or other moisture-holding material and shall be kept moist. Plants should not remain unplanted for longer than three (3) days if in leaf. On-site storage shall be only in area(s) designated by the Owner. 2.6 SUBSTITUTIONS Substitutions may be permitted only upon submission of written proof that the specified plant is not obtainable locally. Such substitution may be made only upon authorization by the Landscape Architect. 2.7 SELECTION All plants shall be obtained from nurseries licensed by the State of Illinois and approved by the Landscape Architect. The Landscape Architect reserves the right to accompany the Contractor to the nurseries for the purpose of selecting (tagging) material. Plant sources located outside the State of Illinois must be approved by the Landscape Architect. 2.8 TOPSOIL Topsoil if needed shall be imported. All imported topsoil, used for any portion of the work, shall be fertile, friable, natural loam containing a liberal amount of humus. It shall be relatively free from weeds, large roots, plants, sticks, stones larger than one (1) inch, waste, debris or other extraneous matter. The installing Contractor shall be responsible for rock picking and/or debris removal as needed to meet this specification. The soil, to be acceptable topsoil, shall meet the following criteria: A.ORGANIC MATTER: Not less than 1.5 percent no more than 10.0 percent. B.pH: No lower than 5.0 nor higher than 8.0. C.TEXTURE: No more than 25 percent clay. D.SOLUBLE SALT: No more than 1000 ppm E.CHEMICAL ACTIVITY: The topsoil (on-site & imported) shall be free from any toxins or chemical residue which could result in any form of plant growth damage. The Contractor shall provide a soil analysis report submittal containing test results and soil scientist recommendations based on a minimum of one (1) sample taken from each proposed imported topsoil stock pile. The testing shall cover macro nutrients and pH, soluble salts, organic content/mechanical analysis and Bio assay. 2.9 MULCH Mulch shall consist of the following: A.MUSHROOM COMPOST Mushroom compost shall be composed of well-rotted cattle or stable manure with an admixture of 15-30% topsoil and shall have been used for the commercial growing of at least one (1) crop of mushrooms. B.SHREDDED HARDWOOD BARK (general mulching) Shredded hardwood bark shall consist of finely shredded hardwood bark, free of sticks and leaves. 2.10 FERTILIZER & NUTRIENTS Fertilizer shall be commercial fertilizer which shall be a complete fertilizer with the following approximate analysis: A.Shrubs Woodace (14-3-3) slow-release briquettes or acceptable equivalent approved by Landscape Architect. B.Roses 1.Woodace (14-3-3) slow-release briquettes 2.Superthrive liquid or acceptable equivalent approved by Landscape Architect. C.Perennials, Groundcover, Ornamental Grasses & Vines Osmocote (18-6-12) 8-9 month controlled release, or acceptable equivalent approved by the Landscape Architect. D.Annual Flowers Osmocote (14-14-14) 3-4 month controlled release or acceptable equivalent approved by the Landscape Architect. E.Bulbs Holland Bulb Booster (9-9-6) or acceptable equivalent approved by the Landscape Architect. F.Deciduous & Evergreen Trees No fertilizer required 2.11 TREE WRAPPING MATERIAL A.Wrap shall be - Breathable synthetic fabric tree wrap. White in color, delivered in 75 mm (3 in.) wide rolls. Specifically manufactured for tree wrapping. Tree wrap shall be “Breathable Fabric Tree Wrap” as manufactured by the Dewitt Company, Inc., Sikeston, MO, or approved equal. Submit manufacture literature for approval. B.Tape for securing the wrap shall be bio-degradable tape suitable for nursery use and which is expected to degrade in sunlight in less than two (2) years after installation. 2.12 WATER Potable water shall be supplied by the Owner at no cost to the Contractor by way of an irrigation system, quick coupler system, hose bibs, hydrant meter or a designated fill-up source on site. PART 3 - EXECUTION Planting operations shall be conducted under favorable weather conditions during the season stated in the Contract. Before excavations are made the surrounding turf (if existing) shall be covered in a manner that will satisfactorily protect all turf areas that are to be trucked or hauled over and upon which soil is to temporarily stocked. The Contractor shall be responsible for the restoration of all damaged existing turf. All restoration shall be sodded. 3.1 TIME SCHEDULE OF PLANTING OPERATION Landscaping shall be performed during the season or seasons which are normal for such work as determined by weather conditions and by accepted practice. Planting may be performed under unseasonable conditions without additional compensation, but such work must have the prior approval of the Landscape Architect and/or Owner in writing as to the time of work and methods of operations. Approval to plant under such conditions shall in no way relieve the Contractor form the guarantee provisions of these specifications. PLANTING SEASON ACCEPTABLE TIME PERIOD 1.SPRING a. From time soil is workable to June 15 with the following exception: 1) Bare root materials (if any) shall cease on May 31 2.FALL a. Sept. 1 to Nov. 15 with following exceptions: 1) Evergreen Shrub planting to cease Oct. 31 2) Evergreen Tree planting to cease Oct. 15 3) Perennial & Ornamental Grass planting to cease Oct. 15 3.2 WATERING All plants shall receive a thorough watering immediately after installation. During times of extreme heat, all evergreen and deciduous trees shall receive a minimum of 10 gallons of water per tree per watering up to two (2) additional waterings shall be performed as needed. The use of drip irrigation tree bags are encouraged (e.g., gatorbags). All additional waterings will be performed by the Owner or in accordance with a Change Order per the Supplemental Bid prices for additional watering. 3.3 MAINTENANCE Maintenance shall be performed by the Contractor as follows: A.TEMPORARY MAINTENANCE The Contractor shall be responsible for the total maintenance of all plant material until such a date as all landscape operations have received Preliminary Acceptance. Temporary maintenance shall begin immediately after each plant is installed and shall include up to three (3) waterings, and all necessary cultivation, weeding, pruning, disease and insect pest control, protective spraying, resetting of plants to proper grades or upright position, restoration of damaged planting saucers, and any other procedure consistence with good horticultural practice necessary to insure normal, vigorous, and healthy growth of all work under this Contract. Upon the Preliminary Acceptance of all planted areas, the responsibility for plant maintenance rests solely with the Owner, with the following exceptions. B.CONTINUED MAINTENANCE For the duration of the guarantee period the Contractor shall be responsible for the resetting of settled plants, the straightening of plants which are not plumb and the tightening of tree guys (if utilized). All other maintenance is the responsibility of the Owner. However, it is the Contractor's responsibility to ccasionally inspect the quality of the Owner's maintenance. 3.4 ACCEPTANCE A.PRELIMINARY PLANTING ACCEPTANCE Preliminary planting acceptance shall be given for completed planting operations for the purpose of the Contractor becoming eligible for payment for this portion of the Contract work. In order to obtain Preliminary Acceptance, the Contractor shall notify the Owner and/or Owner's Representative by phone or in writing at the conclusion of all planting operations so that preliminary acceptability by way of a field inspection can be performed. In order for an area to be accepted on a preliminary basis, it shall conform to the following: 1. All plant material shall be in conformance with the Drawings with respect to quality, size, species and location, except those items accepted or revised in the field by the Landscape Architect. 2. All plant material shall be in a healthy condition, as defined under the guarantee requirements stated below in Section 3.14 B.FINAL PLANTING ACCEPTANCE Final planting acceptance shall be granted after the completion of all replacement operations required fulfilling the guarantee stated below. On or about the expiration of the one-year (1 year) guarantee, a follow-up inspection will be made by the Owners and/or Owner's Representative to determine replacements required to be made by the Contractor in accordance with the provisions of these specifications. The inspector will document his/her findings in a field report. Upon completion of the replacement program, the Owner and/or Owner's Representative shall conduct an inspection to determine the acceptability of the required replacements. If all is found to be acceptable as defined by Item A above, the Contractor and the General Contractor shall be notified in writing of his final acceptance of work. 3.5 GUARANTEE The Contractor shall guarantee for a period of one (1) year the replacement of any permanent plant which has died, or is in a dying condition, or which has failed to flourish in such a manner that its usefulness or appearance has been impaired. Any tree with a dead main leader or with a crown which is twenty-five percent (25%) or more dead shall be replaced. These guarantees shall be in accordance with the following: A.ONE YEAR PERIOD The one (1) year period shall begin on the date of Preliminary Acceptance of all plant material. B.REPLACEMENTS & DAMAGES The decisions of the Owner and/or Owner's Representative for required replacements shall be conclusive and binding upon the Contractor. The Contractor shall also be responsible for repairing damage to persons and property also caused by defective workmanship and materials. C.EXCLUSIONS The Contractor shall not be liable for the replacement of plants which were damaged by animals, by deicing compounds, fertilizers, pesticides or other materials not specified by the Contract documents or not applied by him under his supervision, by relocating or removal by others, by Acts of God, by vandalism or by terrorism. D.GUARANTEE PERIOD INSPECTION During the guarantee period, the Contractor shall, from time to time, inspect the watering, cultivation, and other maintenance operations carried on by the Owner with respect to such work, and promptly report to the Owner any methods, practices or operations which he considers unsatisfactory, and not in accord with his interests or good horticultural practices. The failure of the Contractor to so inspect or report shall be construed as an acceptance by him of the Owner's maintenance operations, and he shall not thereafter claim or assert that any defects which may later develop are the result of such methods or practices or operations. TURF GRASS PART 1 - GENERAL 1.1 SCOPE OF WORK The work includes finish grading, furnishing fertilizer, seed and/or sod as specified and performance of all operations in connection with seeding and/or sodding in strict accordance with the applicable Drawings and subject to the terms and conditions of the Contract. 1.2 EQUIPMENT The Contractor shall provide and maintain equipment suitable for the execution and completion of the work specified in accordance with (IDOT) Standard Specifications. All equipment shall be operated by personnel trained in the operation of such equipment. PART 2 - PRODUCTS 2.1 TOPSOIL Topsoil for planting operations shall be obtained from an on-site stockpile generated from site stripping. In the event that none is available, needed topsoil shall be imported from an off-site source. All imported topsoil, used for any portion of the work, shall be fertile, friable, natural loam containing a liberal amount of humus. It shall be relatively free from weeds, large roots, plants, sticks, stones larger than one (1) inch, waste, debris or other extraneous matter. The installing Contractor shall be responsible for rock picking and/or debris removal as needed to meet this specification. The soil, to be acceptable topsoil, shall meet the following criteria: 1. ORGANIC MATTER: Not less than 1.5 percent no more than 10.0 percent. 2. pH: No lower than 5.0 nor higher than 8.0. 3. TEXTURE: No more than 25 percent clay. 4. SOLUBLE SALT: No more than 1000 ppm. 5. CHEMICAL ACTIVITY: The topsoil (on-site & imported) shall be free from any toxins or chemical residue which could result in any form of plant growth damage. The Contractor shall provide a soil analysis report submittal containing test results and soil scientist recommendations based on a minimum of one (1) sample taken from each proposed imported topsoil stock pile. The testing shall cover macro nutrients and pH, soluble salts, organic content/mechanical analysis and Bio assay. 2.2 COMMERCIAL FERTILIZER AND DELIVERY Fertilizer shall be delivered to the site in unopened, original containers, each bearing name and address of the manufacturer, name brand, or trademark, and manufacturer's guaranteed analysis. Any fertilizer which becomes caked or otherwise damaged, making it unsuitable to use, will not be accepted. Fertilizer shall not have been exposed to weather prior to delivery on the site and after delivery until used. It shall be completely protected at all times and shall not be stored in direct contact with the ground. A.FERTILIZER STRENGTH The fertilizer shall be a complete fertilizer containing a minimum basis percentage by weight of the following: 1. PRIOR TO SEEDING AND/OR SODDING 6-24-24 Nitrogen..................... 6% Phosphorous.............. 24% Potash......................... 24% 2. AFTER SEEDING AND/OR SODDING 18-5-9 Nitrogen..................... 18% Phosphorous.............. 5% Potash......................... 9% a)One-quarter of the nitrogen shall be in the form of nitrates, one-quarter in the form of ammonia salts, and one-half in the form of organic nitrogen. b)Available phosphoric acid shall be derived from super-phosphate having a minimum guaranteed analysis of 20% of available phosphate. c)The potash shall be in the form of sulphate of potash. The balance of the fertilizer shall be made up of materials usually present in such a product. It shall be free from dust, sticks, sand, stone, or other debris. 2.3 GRASS SEED (if specified) Grass seed shall be reclaimed seed of the previous season's seed crops. All seed shall meet requirements established by the State and Federal Seed and Weed Controls Laws. The grass seed mixture shall be composed of the following grass seeds mixed in proportions by weight and shall meet or exceed the minimum percentages of purity and germination as indicated. PROPORTION BY WEIGHT TYPE OF GRASS 1.CONVENTIONAL TURF GRASS MIX (if specified) 60% ........................................ KENTUCKY BLUEGRASS (blend of 3 cultivars) 30% ........................................ PERENNIAL RYEGRASS (blend of 2 cultivars) 10% ........................................ CREEPING RED FESCUE (Apply at 7 lbs./1,000 S.F. for mechanical seeding) 2.SALT TOLERANT MIX (if specified) 40% .................................... 'FULTS' ALKALI GRASS (PUCCINELLIA DISTANS) 30% .................................... CREEPING RED FESCUE 20% .................................... KENTUCKY BLUEGRASS 10% .................................... PERENNIAL RYEGRASS (Apply at 5 lbs./1,000 S.F. for mechanical seeding) The percentage of hard seed included as a part of the germination percentage of any lot of seed, shall not exceed twenty. Kentucky bluegrass seed shall weigh a minimum of 28 pounds to the nearest measured bushel. Weed seed content shall not exceed 0.25%. 1.PACKING AND MARKETING All seeds shall be delivered in suitable bags in accordance with standard commercial practice. Each bag shall be tagged or labeled as required by the law of the STATE OF ILLINOIS. The vendor's name shall show on or be attached to each bag together with a statement signed by the vendor showing: a) the kind of seed contained, b) the percentage of purity and germination, c) the percentage of hard seed, if any, d) a statement conforming to the laws of the STATE OF ILLINOIS hereinbefore mentioned showing percentage of weed seeds, if any. Seed which has become wet, moldy, or otherwise damaged will be rejected. 2.4 EROSION CONTROL BLANKET 1. STRAW BLANKET (if specified) a. S-75 Straw Blanket (North American Green) b. AEC Premier Straw Blanket (American Excelsior Company) c. or equivalent 2.STRAW/COCONUT BLANKET (if specified) a. SC-150 Straw/Coconut Blanket (North American Green) b. AEC Premier Straw/Coconut Blanket (American Excelsior Company) c. or equivalent 2.5 HYDROMULCH (if specified) SoilCover Hydraulic Wood Mulch by Profile distributed by ERO-TEX (866)437-6839 2.6 SOD (if specified) Sod shall comply with State and Federal laws with respect to inspection for plant diseases and insect infestation. It shall be fresh cut, live, nursery grown sod, not less than one and one half (1 1/2) inches thick having well-matted roots. The root zone shall be of good, fertile, natural mineral soil free from stones and debris. Peat sod will not be acceptable. The turf shall contain no bent or quack grass nor any other noxious weed growth. It shall be of firm tough texture having a compact growth of grass. The sod sections shall be standard in size (24 inches wide x 3 feet in length) and each section shall be strong enough to support its own weight and retain its size and shape when suspended vertically from a firm grasp on the upper ten (10%) percent of the section. Before being cut and lifted, the sod shall have been mowed at least twice with a lawn mower and the final mowing not more than seven days before the sod is cut. Sod which is not placed within 48 hours of cutting shall not be used without the approval of the Owner and/or Landscape Architect. The Owner and/or Landscape Architect, reserves the right to inspect the sod at the source before cutting and areas that fail to meet with his approval shall not be cut for the purpose of supplying material under the contract. The Owner and/or Landscape Architect shall be permitted to take such samples as he may select. All sod shall be fresh and green when placed. Any sod that is dried out, burned, inferior in quality to said samples, or in any way failing to meet the requirements of these specifications will be rejected and the Contractor shall immediately remove such rejected material from the premises of the project and supply suitable material in its place. 1. BLUEGRASS SOD shall be a blend of at least three (3) cultivars of Kentucky bluegrass grown on a mineral base. 2. SALT SOD (if specified) shall be a blend of Kentucky Bluegrass, 'Fults' Alkalie Grass (Puccinellia Distans), Perennial Ryegrass and other types as approved by the Landscape Architect grown on a mineral base. 2.7 WATER The Owner shall provide at no cost, sufficient water for the Contractor to maintain plant materials and seeded and sodded areas in accordance with the requirements of the applicable technical specifications. Potable water shall be supplied by the Owner by way of a permanent underground irrigation system, quick coupler system, hose bibs, fire hydrants or a designated fill-up source for mobile tanks. When water is provided by way of fire hydrants, it shall be the Contractor's responsibility to be completely familiar with all local ordinances concerning the use of this water source. If a meter is required, it is the Contractor's responsibility to obtain, store and return the meter. All fees incurred by the Contractor in obtaining the meter and utilizing the water supply will be reimbursed to him by the Owner. In the event that the on-site water supply is curtailed or terminated by the Owner or by ordinance during the period the Contract is in effect, or that there is no on-site sources of water, the Contractor shall supply water from off-site in sufficient quantities to complete the job. Compensation for this additional item will be in accordance with a solicited price quote. If authorization to supply off-site water is not given to the Contractor by the Owner, when the Owner is unable to supply the water in sufficient quantities, the Contractor shall not be left responsible for damage to new plantings (plant materials & sod) or failure of seed to germinate and grow caused a direct result of an inadequate water supply. PART 3 - EXECUTION 3.1 SEED - The accepted seasons for sowing seed in lawn areas shall be defined as follows: PLANTING SEASONS SPRING FALL Turf grass April 1 * to May 31 Aug. 15 to Sept. 30 *or as soon as the soil is free of frost and in a workable condition. Seeding during other time periods shall require the approval of the Owner and/or Landscape Architect. All sowing of seed shall be completed after all trees and shrubs have been installed, if any. 3.2 SOD - The accepted seasons for laying sod shall be as follows: 1. SPRING SODDING shall be performed from the time the soil becomes workable and unfrozen sod becomes available to June 15. 2. FALL SODDING shall be performed from August 15 to October 31. Sodding during the summer season, defined as June 16 to August 14, will be acceptable if the area is served by an operational irrigation system. Sodding after November 1 shall be considered unseasonable and will require the approval of the Landscape Architect or Owner. 3.3 REQUIRED MAINTENANCE The Contractor shall be responsible for maintaining all newly seeded and sodded areas until such a time as these areas are granted acceptance by the Owner and/or Landscape Architect. Maintenance during this time period shall and consist of watering, mowing, fertilization and herbicide application, as well as any other horticultural practices necessary to establish an acceptable stand of grass. A.WATERING 1.The Contractor shall water all newly seeded areas once immediately upon completion. Additional watering shall be performed as needed in the absence of adequate rainfall. All water should be applied as a spray or dispersion to prevent run-off or damage. The Contractor shall be responsible for watering until turf is established and accepted. If the Owner supplies an in-ground irrigation system, the Contractor shall be responsible for monitoring the effectiveness of the system and shall report any problems with the system to the Owner immediately, followed up in writing. If the Owner does not provide an irrigation system, then additional watering shall be performed in accordance with the Supplemental Bids where alternate watering prices shall be quoted. If this work item is not included as part of the original Contract, it must be authorized. Compensation shall be in accordance with the Supplemental Bid Prices. If the Owner fails to supply water or authorize supplemental watering the Contractor's warranty for providing an established stand of turf will be voided. 2.The Contractor shall water all newly installed sod immediately. The Contractor shall remain responsible for watering through three (3) applications. If the Owner supplies an in-ground irrigation system included in the scope of these improvements, the Contractor shall be responsible for monitoring the effectiveness of the system and shall report any problems with the system to the Owner immediately, followed up in writing. If the Owner does not provide an irrigation system, then additional watering shall be performed in accordance with the Supplemental Bids where alternate watering prices shall be quoted. If this work item is not included as part of the original Contract, it must be authorized. Compensation shall be in accordance with the Supplemental Bid Prices. If the Owner fails to supply water or authorize supplemental watering the Contractor's warranty for providing an established stand of turf will be voided. Watering after the required three (3) waterings shall be the responsibility of the Owner, or in accordance with authorized supplemental watering. B.MOWING 1.The Contractor shall mow all seeded areas three (3) times. The three (3) mowings shall be performed once the turf has reached a height of three inches (3") and shall maintain the turf at 2-2½”. At no time should more than 1/3 of the leaf blade be removed by any mowing. 2.The Contractor shall mow all sodded areas once. The one (1) mowing shall be performed once the turf has reached a height of three inches (3"). At no time should more than 1/3 of the leaf blade be removed by any mowing. C.FERTILIZATION 1. Seeded areas after completion of the second required mowing, the Contractor shall apply an 18-5-9 commercial fertilizer at the rate of 15 pounds per 1,000 square feet (650 lbs/ac.) to all turf areas using a mechanical spreader and by making two (2) passes at right angles to each other. 2. Sodded area after completion of the required mowing, the Contractor shall apply an 18-5-9 commercial fertilizer at the rate of 15 pounds per 1,000 square feet (650 lbs/ac.) to all turf areas using a mechanical spreader and by making two passes at right angles to each other. D.HERBICIDE The Contractor shall be responsible for one (1) application of a weed control product no sooner than the second mowing with the areas seeded. The product shall reflect the specific weed problem which may exist. 3.4 ACCEPTANCE Acceptance of seeded areas will be determined by the Owner and/or Landscape Architect. Acceptance shall be granted upon conformance with the following: 1. Grass shall display a reasonably uniform distribution of grass plants. 2. Grass shall display vigorous growth and be green and healthy in appearance. 3. Grass shall have received the required mowings, fertilization and herbicide application. The Contractor shall not be held liable for damage incurred to the seed areas caused by deicing compounds, toxic substances, fertilizers, pesticides and other materials not specified or not applied by him or under his supervision, nor those damages caused by vandalism or acts of nature. 3.5 GUARANTEE The Contractor shall guarantee the provision of a green, healthy relatively weed free turf at the time of acceptance. SHEET REVISIONS c Co p y r i g h t 2 0 2 3 a l l r i g h t s r e s e r v e d . T h e d e s i g n a n d a n y a n d a l l i d e a s c o n t a i n e d h e r e i n a r e t h e s o l e p r o p e r t y o f M e t z & C o m p a n y . A n y r e p r o d u c t i o n o f t h e d e s i g n o r t h e c o n c e p t e m b o d i e d h e r e i n i n a n y f o r m , i n w h o l e o r i n p a r t , w i t h o u t c o n s e n t f r o m M e t z & C o m p a n y i s p r o h i b i t e d . PROJECT NO.: DATE: SCALE: TITLE SEAL: I f t h i s p l a n i s n o t 2 4 ' ' x 3 6 " i n s i z e , t h e n i t i s a r e p r o d u c t i o n t h a t m a y n o t b e t o s c a l e 4-27-2023 1 New Site Plan/Village Review METZ & COMPANYMETZ & COMPANY LANDSCAPE ARCHITECTURE/SITE PLANNING 826 East Maple Street Lombard, Illinois 60148 PH: 630.561.3903 www.metz-company.com 23-227 BU F F A L O G R O V E , I L L I N O I S 22 8 2 5 N . P R A I R I E R O A D PR O P O S E D M U L T I - F A M I L Y D E V E L O P M E N T 5-18-23 2 New Site Plan 5-30-23 3 Gazebo Dimensions 6-27-23 42'' WOODEN DOG RUN FENCE (or equal) 4"x4" TREATED PINE POST FINISH GRADE COMPACTED GRAVEL 6'x 1"x6" TREATED PINE PICKET FENCE STAINED TO MATCH BUILDING 2"x4" TREATED PINE STRINGERS (2 per panel) 1' 3' - 6 " 3' 2" BLACK METAL POST CAP 3" 12" CONCRETE FOOTING 2.1.b Packet Pg. 40 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Fi l e n a m e : C : \ U s e r s \ s h a u n . f i l l i o n \ De s k t o p \ 2 2 8 2 5 N P r a i r i e A v e 1 1 0 9 7 5 3 B . A G I Sc a l e : a s n o t e d Da t e : 5 / 2 6 / 2 0 2 3 Fi l e n a m e : 2 2 8 2 5 N P r a i r i e A v e 1 1 0 9 7 5 3 B . A G I Dr a w n B y : PLOT TO 22"X34"PAGE Th e L i g h t i n g A n a l y s i s , E Z L a y o u t , E n e r g y A n a l y s i s a n d / o r V i s u a l S i mu l a t i o n ( " L i g h t i n g D e s i g n " ) p r o v i d e d b y R A B L i g h t i n g I n c . ( " R AB " ) r e p r e s e n t s a n a n ti c i p a t e d p r e d i c t i o n o f li g h t i n g s y s t e m p e r f o r m a n c e b a s e d u p o n d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n s u p p l i e d b y o t h e r s . Th e s e d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n p r o v i d e d b y o t h e r s h a v e no t b e e n f i e l d v e r i f i e d b y R A B a n d t h e r e f o r e a c t u a l m e a s u r e d r e su l t s m a y v a r y f r o m t h e a c t u a l f i e l d co n d i t i o n s . R A B r e c o m m e n d s t h a t d e s i g n p a r a m e t e r s a n d o t h e r i n f o r m a t i o n b e f i e l d v e r i f i e d t o r e d u c e v a r i a t i o n . RA B d o e s n o t w a r r a n t y , e i t h e r i m p l i e d o r s t a t e d , a c t u a l m e a s u r e d li g h t l e v e l s o r e n e r g y c o n s u m p t i o n l e v e l s a s c o m p a r e d t o t h o s e i l l u s t r a t e d b y t h e L i g h t i n g D e s i g n . RA B d o e s n o t w a r r a n t y , e i t h e r i m p l i e d o r s t a t e d , n o r r e p r e s e n t s t h e a p p r o p r i a t e n e s s , c o m p l e t e n e ss o r s u i t a b i l i t y o f t h e L i g h t i ng D e s i g n a s c o m p l i a n t w i t h a n y a p p l i c a b l e re g u l a t o r y c o d e r e q u i r e m e n t s w i t h t h e e x c e p t i o n o f t h o s e e x p r e s s ly s t a t e d o n d r a w i n g s c r e a t e d a n d s u b m i t t e d b y R A B . T h e L i g h t i ng D e s i g n i s i s s u e d , i n w h o l e o r i n p a r t , as a d v i s o r y d o c u m e n t s f o r i n f o r m a t i o n a l a n d c o n v e n i e n c e p u r p o s e s on l y , i s n o t i n t e n d e d f o r c o n s t r u c t i o n n o r a s a p a r t o f a p r o j ec t ' s c o n s t r u c t i o n d o cu m e n t a t i o n p a c k a g e , an d s h o u l d n o t b e r e l i e d u p o n f o r a n y p u r p o s e . Im m e d i a t e l y p r i o r t o a n y p a r t y o r d e r i n g R A B p r o d u c t s u s e d i n t h e Li g h t i n g D e s i g n , t h e o r d e r i n g p a rt y m u s t v e r i f y t h a t t h e l u m e n o u t p u t o f t h e f i x t u r e s b e i n g o r d e r e d (a s s h o w n o n R A B ' s w e b s i t e ) m a t c h t h e l u m e n o u t p u t s h o w n i n t h e L i g h t i n g D e s i g n . O c c a s i o n a l l y , L i g h t i n g D e s i g n s p r e v i o u s l y p r o vi d e d u s e f i x t u r e s t h a t a r e t h e n up d a t e d p r i o r t o a n o r d e r a n d s u c h u p d a t e s c o u l d c h a n g e t h e l u m e n ou t p u t o f t h e f i x t u r e . T h i s i n t u r n , c o u l d i m p a c t t h e i n s t a l l ed l i g h t i n g p e r f o r m a n c e t h a t d i f f e r s f r o m th e L i g h t i n g D e s i g n . Sh a u n F i l l i o n , L C C L C P PR O J E C T # 2 0 9 7 9 7 Pr e p a r e d F o r : Ca s e y E l e c t r i c 10 0 1 I n d u s t r i a l D r , Be n s e n v i l l e , I L 6 0 1 0 6 NOTES: * The light loss factor (LLF) is a product of many variables. RAB's standard is to use the initial 1.0 LLF in accordance with most municipal lighting ordinance light trespass requirements, unless otherwise noted. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * RAB disclaims all responsibility for the suitability of existing or proposed poles and bases to support proposed fixtures. This is the owner's, installer's and/or end-user's responsibility based on the weight and effective projected area ("EPA") of the proposed fixtures and the owner's site and soil conditions, wind zone, and many other factors. A professional engineer licensed to practice in the state the site is located should be engaged to assist in this determination. * The landscape material shown hereon is conceptual and is not intended to be an accurate representation of any particular plant, shrub, bush, or tree, as these materials are living objects, and subject to constant change. The conceptual objects shown are for illustrative purposes only. The actual illumination values measured in the field will vary. * Photometric model elements such as buildings, rooms, plants, furnishings or any architectural details which impact the dispersion of light must be detailed by the customer documents for inclusion in the RAB Lighting Design. The owner/contractor/customer/end-user must provide accurate and complete construction drawings that reflect what will be the final construction RAB is not responsible for any inaccuracies caused by incomplete, inaccurate, or outdated information provided by the owner/contractor/customer/end-user. * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. Patents issued or pending may apply. Please see www.rablighting.com/ip. * The Lighting Analysis, EZLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided by RAB Lighting Inc. ("RAB") represents an anticipated prediction of lighting system performance based upon design parameters and information supplied by others. These design parameters and information provided by others have not been field verified by RAB and therefore actual measured results may vary from the actual field conditions. RAB recommends that design parameters and other information be field verified to reduce variation. * RAB does not warranty, either implied or stated, actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design. * RAB does not warranty, either implied or stated, nor represents the appropriateness, completeness or suitability of the Lighting Design as compliant with any applicable regulatory code requirements with the exception of those expressly stated on drawings created and submitted by RAB. The Lighting Design is issued, in whole or in part, as advisory documents for informational and convenience purposes only, is not intended for construction nor as a part of a project's construction documentation package and should not be relied upon for any purpose. * Immediately prior to any party ordering RAB products used in the Lighting Design, the ordering party must verify that the lumen output of the fixtures being ordered (as shown on RAB's website) match the lumen output shown in the Lighting Design. Occasionally, Lighting Designs previously provided use fixtures that are then updated prior to an order and such updates could change the lumen output of the fixture. This in turn, could impact the installed lighting performance that differs from the Lighting Design. Jo b N a m e : 22 8 2 5 N . P r a i r i e A v e . Bu f f a l o G r o v e , I L Li g h t i n g L a y o u t Ve r s i o n B CA S E # 1 1 0 9 7 5 3 Luminaire Schedule All quotes/orders generated from this layout must be forwarded to the Local Rep Agency Calculation Summary Symbol Qty Tag Label CalcType Label Lum. Lumens LLF Description Lum. Watts Total Watts BUG Rating Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Full Site Illuminance Fc 1.84 32.8 0.0 N.A.N.A.Readings at 0 FT AFG 10 10 Horizontal Property Line Illuminance Fc 0.10 0.5 0.0 N.A.N.A.Readings at 0 FT AFG 5 41 L3 RDLFA-6R12_ 595CCT120WB 1016 1.000 6in Wafer Downlight 12W 4000K 11.3 463.3 N.A. N.A.Horizontal Parking Areas Illuminance Fc 3.69 32.8 0.3 12.30 11 L1 A17-3T70N 10122 1.000 A17 Type III 70W 70.05 770.55 B2-U0-G2 125 L2 SLIM12N 1813 1.000 Slim wallpack 12W 4000K 14.1 1762.5 B1-U0-G0 109.33 Readings at 0 FT AFG Scale: 1 inch= 40 Ft. 30 31 32 33 34 35 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 24 25 26 27 28 29 23 22 21 20 19 36 37 38 39 40 41 ONLY ONLYNLY NLY ONLY MH: 18 L2 L2 MH: 6 MH: 18 L2 MH: 9.5 L3 L2 MH: 6L2 MH: 6 MH: 18 L2 L3 MH: 9.5 MH: 6 L2 MH: 25 L1 MH: 6 L2 MH: 9.5 L3 MH: 18 L2 MH: 6 L2 MH: 6 L2 L2 MH: 18 MH: 9.5 L3 L2 MH: 6 MH: 6 L2 MH: 9.5 L3 MH: 18 L2 MH: 6 L2 L2 MH: 6MH: 9.5 L3 L2 MH: 18 L2 MH: 6 MH: 18 L2 L1 MH: 25 L1 MH: 25 L1 MH: 25 MH: 25 L1 MH: 6 L2L2 MH: 6 MH: 18 L2 L2 MH: 18L3 MH: 9.5 L3 MH: 9.5L2 MH: 6MH: 6 L2 L2 MH: 6 MH: 6 L2 MH: 6 L2 L2 MH: 18MH: 18 L2 MH: 18 L2L3 MH: 9.5 L3 MH: 9.5 L3 MH: 9.5MH: 6 L2 L2 MH: 6 L2 MH: 6 MH: 6 L2 MH: 6 L2 L2 MH: 6 MH: 9.5 L3 L3 MH: 9.5MH: 9.5 L3 L2 MH: 18 MH: 18 L2 L2 MH: 18L2 MH: 6MH: 6 L2 MH: 6 L2 L2 MH: 6MH: 6 L2 L2 MH: 6 L2 MH: 18 L2 MH: 18 MH: 18 L2 L3 MH: 9.5 L3 MH: 9.5 L3 MH: 9.5 L2 MH: 6 L2 MH: 6 MH: 6 L2 MH: 6 L2 MH: 6 L2 MH: 6 L2L3 MH: 9.5 MH: 9.5 L3 L3 MH: 9.5 L2 MH: 18 L2 MH: 18 L2 MH: 18 MH: 6 L2L2 MH: 6 MH: 6 L2 L2 MH: 6MH: 6 L2 L2 MH: 6MH: 9.5 L3 MH: 9.5 L3 L3 MH: 9.5L2 MH: 18 L2 MH: 18 MH: 18 L2 L2 MH: 6 L2 MH: 6 MH: 6 L2 MH: 18 L2 L1 MH: 25 L2 MH: 18 L2 MH: 18L1 MH: 25 MH: 18 L2 L2 MH: 18 MH: 18 L2L2 MH: 6 L2 MH: 6 MH: 6 L2 L2 MH: 18 L2 MH: 18MH: 9.5 L3 L3 MH: 9.5 MH: 9.5 L3L2 MH: 6 MH: 6 L2 L2 MH: 6L2 MH: 6MH: 6 L2 MH: 6 L2 L2 MH: 18MH: 18 L2 L3 MH: 9.5 MH: 9.5 L3 MH: 9.5 L3 MH: 6 L2 MH: 6 L2 L2 MH: 6 MH: 6 L2 MH: 6 L2 L2 MH: 6 L3 MH: 9.5 MH: 9.5 L3 L3 MH: 9.5 L2 MH: 18 L2 MH: 18 MH: 6 L2 MH: 6 L2 MH: 6 L2 MH: 6 L2L2 MH: 6 MH: 6 L2 L1 MH: 25MH: 18 L2 MH: 18 L2 L3 MH: 9.5 L3 MH: 9.5 L3 MH: 9.5MH: 6 L2 L2 MH: 6 L2 MH: 6 MH: 6 L2L2 MH: 6 MH: 6 L2 MH: 9.5 L3 L3 MH: 9.5 L3 MH: 9.5 MH: 18 L2 L2 MH: 18 MH: 6 L2 L2 MH: 6 L2 MH: 6 MH: 6 L2L2 MH: 6 L2 MH: 6 L3 MH: 9.5 L3 MH: 9.5 MH: 9.5 L3 MH: 18 L2 MH: 18 L2 MH: 6 L2 L2 MH: 6 MH: 6 L2 L1 MH: 25 MH: 25 L1 MH: 25 L1 5.6 0.7 0.1 0.1 0.2 0.5 0.8 1.1 2.2 3.9 9.0 5.5 4.9 0.4 2.4 1.0 0.5 0.9 2.2 3.5 1.8 0.8 0.5 0.7 0.9 1.4 3.0 3.83.4 3.60.9 1.8 2.1 2.2 2.9 3.3 4.2 4.2 2.9 1.8 0.8 0.5 0.22.6 4.1 2.2 0.9 0.7 1.3 2.0 2.0 2.5 2.9 3.1 3.7 3.1 2.01.1 0.44.9 3.3 2.7 3.5 13.8 3.6 0.7 0.7 3.8 12.3 4.7 3.0 8.9 0.90.3 0.1 0.1 0.3 1.0 3.0 4.0 2.6 2.3 3.3 12.1 1.6 2.7 1.8 7.4 0.1 2.41.10.40.20.1 0.1 0.2 0.7 10.8 5.3 4.3 18.5 3.1 1.8 1.1 0.5 0.5 1.1 6.2 5.5 4.0 2.3 1.1 0.4 0.2 0.1 4.7 3.2 2.0 1.00.90.80.50.30.20.10.1 0.1 0.3 1.9 15.5 0.32.2 1.8 3.2 9.0 3.3 0.6 0.6 3.5 6.3 1.1 1.0 0.9 0.7 0.3 4.0 0.1 0.2 3.2 0.8 0.9 3.5 3.6 1.1 1.2 1.2 1.0 0.7 0.4 1.0 0.1 11.50.1 0.3 1.1 22.2 3.9 2.0 1.8 3.3 13.9 1.7 0.6 0.6 0.1 0.2 3.15.6 3.5 3.0 2.4 1.9 2.8 0.5 1.0 2.4 3.6 1.9 0.8 0.5 1.62.6 2.11.61.73.32.22.01.50.90.40.20.1 1.7 0.7 7.7 0.1 0.1 0.2 0.5 13.5 3.7 2.4 2.1 2.5 9.1 0.8 0.4 1.7 0.6 1.6 1.41.31.10.80.40.20.10.1 0.1 0.3 1.0 2.5 0.1 0.4 0.5 0.6 0.8 0.4 0.1 0.2 1.5 9.2 3.8 1.8 1.4 2.7 7.1 7.0 0.8 0.7 0.71.11.92.52.22.01.20.7 0.1 0.2 0.5 23.2 3.5 0.51.8 1.0 2.7 1.6 1.4 2.4 4.8 3.0 0.9 0.9 2.9 3.5 1.6 1.0 1.3 0.1 0.2 1.1 6.0 3.6 1.8 1.5 2.9 14.7 2.1 0.7 0.5 2.2 0.7 1.51.81.61.31.32.13.74.63.31.90.9 0.2 3.1 0.4 0.7 1.22.13.23.63.02.11.61.20.90.91.11.60.3 0.1 0.5 2.0 9.4 1.1 0.9 0.8 0.9 1.6 3.0 3.9 3.0 1.9 1.0 0.5 0.80.2 0.3 0.5 0.8 1.2 1.7 3.1 2.4 1.7 1.3 1.4 2.1 1.6 1.1 0.33.1 1.9 1.7 2.5 14.9 4.7 1.0 1.0 4.7 10.0 2.2 1.2 1.2 0.50.4 0.1 0.2 1.0 7.0 3.8 1.9 1.6 2.9 6.9 1.5 0.5 0.3 0.7 2.8 7.5 3.6 2.1 1.3 0.7 0.3 0.1 0.1 0.4 2.2 2.1 3.2 20.5 1.9 2.7 9.8 4.7 1.0 1.0 4.8 8.1 2.6 1.5 1.0 0.6 0.3 0.1 4.9 2.1 2.8 4.7 2.3 0.7 0.7 2.3 3.3 2.5 1.2 0.6 0.3 0.1 0.4 0.5 18.4 1.7 1.6 1.3 2.1 16.1 5.2 1.1 1.1 5.0 10.8 2.1 1.1 1.6 2.5 0.3 2.61.20.70.4 0.1 0.2 0.4 29.8 4.4 1.9 1.6 3.0 2.5 0.5 1.4 0.3 0.5 13.0 2.8 1.2 0.6 0.3 0.1 0.3 1.3 4.8 3.4 0.1 16.1 1.7 0.0 0.20.10.10.00.00.00.00.00.0 0.2 0.3 0.6 1.0 1.0 3.04.23.92.71.71.21.11.21.72.74.03.90.6 4.00.4 0.6 1.0 1.7 2.8 3.9 3.7 2.6 1.7 1.2 1.1 1.3 0.32.8 1.0 4.02.71.61.10.80.91.21.82.72.92.51.71.8 3.01.31.54.41.21.82.42.41.71.10.80.70.6 2.6 1.72.4 7.33.52.21.40.90.60.40.20.10.10.1 6.2 0.9 0.1 0.0 0.80.81.22.03.54.53.62.31.30.80.5 1.6 0.2 2.6 0.10.00.00.00.0 0.2 0.3 0.5 0.7 1.3 2.0 2.7 1.5 0.3 1.1 0.00.00.00.00.00.0 0.2 0.3 0.5 0.7 0.9 1.1 0.71.3 0.1 0.9 0.8 0.8 0.9 1.0 1.2 1.4 1.4 1.2 0.9 0.8 0.2 1.3 0.60.2 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.10.6 0.10.60.50.50.50.50.50.60.60.50.40.30.2 0.8 0.6 1.41.21.52.12.62.62.01.41.00.80.81.01.4 0.7 1.71.4 0.90.50.30.20.10.10.00.00.00.00.0 0.0 1.7 0.00.91.00.90.60.40.20.10.10.10.00.00.0 1.0 0.0 1.1 0.0 0.0 0.0 0.3 0.4 0.6 0.9 1.4 2.0 2.4 2.4 1.9 0.0 0.0 1.5 0.0 1.80.70.30.20.00.00.0 0.1 0.2 0.4 25.0 4.2 1.7 2.9 3.1 17.0 0.5 0.3 0.3 0.5 13.1 1.8 2.9 4.1 3.6 1.93.9 1.2 11.8 1.6 2.3 2.9 2.4 1.4 0.6 0.3 0.1 0.1 0.0 0.0 3.60.3 0.2 6.1 3.4 1.6 1.4 2.8 5.6 1.7 0.5 0.6 1.7 4.5 1.80.1 1.525.7 3.3 1.6 1.5 2.4 16.0 4.7 1.0 1.1 5.1 13.3 1.3 0.8 1.80.1 1.00.50.30.10.10.0 0.1 0.4 2.2 8.0 3.4 1.7 1.6 0.7 0.9 0.1 0.0 0.1 0.2 1.0 6.0 3.5 1.7 1.5 2.8 4.9 2.8 0.6 0.4 2.3 3.1 1.5 2.2 2.9 2.5 1.4 0.6 0.3 0.1 0.1 0.0 0.3 2.1 0.91.9 3.6 1.7 1.4 2.8 11.8 3.3 0.8 0.9 4.3 8.3 1.5 3.7 1.10.1 0.60.40.20.20.10.10.00.0 0.1 0.3 1.1 5.3 1.3 2.30.1 0.3 0.5 1.1 2.9 1.6 1.4 2.2 8.7 1.4 0.7 0.6 1.9 6.3 0.3 1.71.20.90.60.40.20.20.10.10.00.00.0 1.6 1.1 0.00.8 1.0 4.3 5.7 1.3 1.6 1.7 1.5 0.9 0.5 0.3 0.1 18.3 0.02.5 0.0 0.1 0.4 2.8 24.6 3.0 1.5 1.4 2.2 16.4 4.3 3.1 0.1 0.21.4 2.9 14.0 1.5 0.6 0.7 1.7 7.8 1.2 1.3 1.2 1.0 3.6 0.4 7.8 0.10.10.10.00.0 0.1 0.4 2.3 8.8 3.2 1.5 1.4 1.1 0.7 0.13.2 1.7 1.2 0.9 0.6 0.4 0.2 0.10.4 0.0 0.0 0.0 0.0 0.0 4.4 0.2 0.1 0.0 5.2 2.5 1.9 1.5 1.0 12.2 0.3 0.8 0.10.00.00.0 0.0 0.1 0.4 0.6 0.30.1 0.4 1.0 1.9 1.5 1.0 0.1 0.40.0 0.2 0.2 0.1 0.1 0.0 3.3 0.6 0.21.2 2.8 6.2 2.2 1.1 0.7 0.0 0.4 0.0 0.10.10.10.00.00.0 1.4 0.5 0.13.54.24.42.71.10.4 4.4 0.15.7 0.0 0.0 0.0 0.1 0.3 21.2 0.2 0.03.33.22.00.90.40.2 4.9 0.1 32.8 0.0 0.0 0.0 0.1 0.3 2.2 11.3 0.1 0.15.5 3.1 2.8 2.6 1.7 0.8 2.0 0.21.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.14.7 3.4 3.9 4.0 2.5 1.1 24.1 0.2 1.7 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.30.0 0.0 0.0 0.0 0.1 0.2 0.00.3 0.0 0.2 0.2 0.1 0.1 0.1 0.0 0.3 0.40.0 0.0 0.1 0.2 0.5 0.8 0.00.5 0.00.30.20.20.10.10.0 0.0 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 2.7 0.1 0.1 0.1 0.1 0.0 0.00.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.00.1 0.00.1 0.1 0.1 0.1 3.5 0.10.10.1 4.8 0.1 0.5 1.0 2.0 2.2 1.8 0.5 3.1 0.8 4.63.11.91.00.70.71.9 1.83.82.81.81.20.91.0 0.2 1.6 0.8 1.71.51.21.11.01.01.3 0.33.01.70.80.50.40.3 0.7 0.35.2 0.4 0.4 0.4 0.5 0.4 0.30.30.2 2.7 0.80.80.80.70.7 4.7 0.5 5.40.4 1.0 2.5 2.7 1.5 1.5 0.8 0.7 3.33.9 2.7 2.0 1.4 1.1 1.0 2.22.02.7 4.4 3.9 2.6 1.9 1.8 4.1 1.3 1.6 0.0 4.9 2.2 1.7 2.1 3.1 4.9 2.7 4.3 0.7 0.2 0.3 0.5 0.9 1.5 1.8 3.5 0.2 2.92.21.71.51.51.4 2.1 0.71.8 0.4 0.8 1.2 1.6 2.1 3.9 1.24.2 1.1 0.5 0.2 0.4 0.6 1.0 3.22.5 2.63.22.41.71.21.01.2 3.4 1.6 0.00.20.10.10.10.00.0 1.7 0.01.0 0.1 0.2 1.1 6.0 4.5 0.2 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.1 0.60.3 2.3 30.1 4.4 2.1 1.4 1.3 0.1 0.00.7 0.3 0.2 0.1 0.1 0.0 2.4 0.02.3 0.1 0.2 0.2 3.6 0.8 6.8 0.0 0.00.90.50.30.10.10.1 1.3 0.0 1.90.0 0.1 0.3 29.7 5.7 2.9 0.00.0 1.1 0.10.1 0.2 1.4 15.8 5.8 0.3 2.0 0.3 0.60.30.20.10.10.10.13.1 0.719.40.4 5.6 3.9 0.0 0.3 0.21.4 0.20.3 0.2 0.2 0.2 0.2 0.2 0.22.5 0.3 0.1 0.9 0.1 0.1 0.1 0.10.1 0.1 0.1 1.8 0.1 0.2 7.2 4.1 1.42.2 0.1 0.2 1.1 0.10.1 0.2 0.2 24.60.3 5.5 0.6 0.1 2.6 1.6 1.0 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.20.2 0.1 0.0 0.20.2 0.1 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.50.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.50.4 0.50.4 0.5 0.5 0.4 0.4 0.3 0.2 0.0 0.0 0.2 0.10.50.40.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.40.4 0.40.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.40.3 0.4 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.1 0.4 0.1 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.0 0.4 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.00.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.2 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.2 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.4 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 Parking Areas Readings at 0 FT AFG Illuminance (Fc) Average = 3.69 Maximum = 32.8 Minimum = 0.3 Avg/Min Ratio = 12.30 Max/Min Ratio = 109.33 2.1.b Packet Pg. 41 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Fi l e n a m e : C : \ U s e r s \ s h a u n . f i l l i o n \ De s k t o p \ 2 2 8 2 5 N P r a i r i e A v e 1 1 0 9 7 5 3 B . A G I Sc a l e : a s n o t e d Da t e : 5 / 2 6 / 2 0 2 3 Fi l e n a m e : 2 2 8 2 5 N P r a i r i e A v e 1 1 0 9 7 5 3 B . A G I Dr a w n B y : PLOT TO 22"X34"PAGE Th e L i g h t i n g A n a l y s i s , E Z L a y o u t , E n e r g y A n a l y s i s a n d / o r V i s u a l S i mu l a t i o n ( " L i g h t i n g D e s i g n " ) p r o v i d e d b y R A B L i g h t i n g I n c . ( " R AB " ) r e p r e s e n t s a n a n ti c i p a t e d p r e d i c t i o n o f li g h t i n g s y s t e m p e r f o r m a n c e b a s e d u p o n d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n s u p p l i e d b y o t h e r s . Th e s e d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n p r o v i d e d b y o t h e r s h a v e no t b e e n f i e l d v e r i f i e d b y R A B a n d t h e r e f o r e a c t u a l m e a s u r e d r e su l t s m a y v a r y f r o m t h e a c t u a l f i e l d co n d i t i o n s . R A B r e c o m m e n d s t h a t d e s i g n p a r a m e t e r s a n d o t h e r i n f o r m a t i o n b e f i e l d v e r i f i e d t o r e d u c e v a r i a t i o n . RA B d o e s n o t w a r r a n t y , e i t h e r i m p l i e d o r s t a t e d , a c t u a l m e a s u r e d li g h t l e v e l s o r e n e r g y c o n s u m p t i o n l e v e l s a s c o m p a r e d t o t h o s e i l l u s t r a t e d b y t h e L i g h t i n g D e s i g n . RA B d o e s n o t w a r r a n t y , e i t h e r i m p l i e d o r s t a t e d , n o r r e p r e s e n t s t h e a p p r o p r i a t e n e s s , c o m p l e t e n e ss o r s u i t a b i l i t y o f t h e L i g h t i ng D e s i g n a s c o m p l i a n t w i t h a n y a p p l i c a b l e re g u l a t o r y c o d e r e q u i r e m e n t s w i t h t h e e x c e p t i o n o f t h o s e e x p r e s s ly s t a t e d o n d r a w i n g s c r e a t e d a n d s u b m i t t e d b y R A B . T h e L i g h t i ng D e s i g n i s i s s u e d , i n w h o l e o r i n p a r t , as a d v i s o r y d o c u m e n t s f o r i n f o r m a t i o n a l a n d c o n v e n i e n c e p u r p o s e s on l y , i s n o t i n t e n d e d f o r c o n s t r u c t i o n n o r a s a p a r t o f a p r o j ec t ' s c o n s t r u c t i o n d o cu m e n t a t i o n p a c k a g e , an d s h o u l d n o t b e r e l i e d u p o n f o r a n y p u r p o s e . Im m e d i a t e l y p r i o r t o a n y p a r t y o r d e r i n g R A B p r o d u c t s u s e d i n t h e Li g h t i n g D e s i g n , t h e o r d e r i n g p a rt y m u s t v e r i f y t h a t t h e l u m e n o u t p u t o f t h e f i x t u r e s b e i n g o r d e r e d (a s s h o w n o n R A B ' s w e b s i t e ) m a t c h t h e l u m e n o u t p u t s h o w n i n t h e L i g h t i n g D e s i g n . O c c a s i o n a l l y , L i g h t i n g D e s i g n s p r e v i o u s l y p r o vi d e d u s e f i x t u r e s t h a t a r e t h e n up d a t e d p r i o r t o a n o r d e r a n d s u c h u p d a t e s c o u l d c h a n g e t h e l u m e n ou t p u t o f t h e f i x t u r e . T h i s i n t u r n , c o u l d i m p a c t t h e i n s t a l l ed l i g h t i n g p e r f o r m a n c e t h a t d i f f e r s f r o m th e L i g h t i n g D e s i g n . Sh a u n F i l l i o n , L C C L C P PR O J E C T # 2 0 9 7 9 7 Pr e p a r e d F o r : Ca s e y E l e c t r i c 10 0 1 I n d u s t r i a l D r , Be n s e n v i l l e , I L 6 0 1 0 6 Jo b N a m e : 22 8 2 5 N . P r a i r i e A v e . Bu f f a l o G r o v e , I L Li g h t i n g L a y o u t Ve r s i o n B CA S E # 1 1 0 9 7 5 3 Scale: 1 inch= 20 Ft. 32 33 34 35 26 27 28 29 23 22 21 36 37 38 39 40 41 ONLY ONLYY NLY MH: 18 L2 L2 MH: 6 MH: 18 L2 MH: 9.5 L3 L2 MH: 6L2 MH: 6 MH: 18 L2 L3 MH: 9.5 MH: 6 L2 MH: 25 L1 MH: 6 L2 MH: 9.5 L3 MH: 18 L2 MH: 6 L2 MH: 6 L2 L2 MH: 18 MH: 9.5 L3 L2 MH: 6 MH: 6 L2 MH: 9.5 L3 MH: 18 L2 MH: 6 L2 L2 MH: 6MH: 9.5 L3 L2 MH: 18 L2 MH: 6 MH: 18 L2 L1 MH: 25 L1 MH: 25 L1 MH: 25 MH: 25 L1 MH: 6 L2L2 MH: 6 MH: 18 L2 L2 MH: 18L3 MH: 9.5 L3 MH: 9.5 L2 MH: 6MH: 6 L2 L2 MH: 6 MH: 6 L2 MH: 6 L2 L2 MH: 18MH: 18 L2 MH: 18 L2L3 MH: 9.5 L3 MH: 9.5 L3 MH: 9.5MH: 6 L2 L2 MH: 6 L2 MH: 6 MH: 6 L2 MH: 6 L2 L2 MH: 6 MH: 9.5 L3 L3 MH: 9.5MH: 9.5 L3 L2 MH: 18 MH: 18 L2 L2 MH: 18L2 MH: 6MH: 6 L2 MH: 6 L2 L2 MH: 6MH: 6 L2 L2 MH: 6 L2 MH: 18 L2 MH: 18 MH: 18 L2 L3 MH: 9.5 L3 MH: 9.5 L3 MH: 95 L2L2 L2 0.5 0.8 0.4 0.1 0.2 1.5 9.2 3.8 1.8 1.4 2.7 7.1 7.0 0.8 0.7 0.7 1.1 1.9 2.5 2.2 2.0 1.2 0.7 0.1 0.2 0.5 23.2 3.5 0.51.8 1.0 2.7 1.6 1.4 2.4 4.8 3.0 0.9 0.9 2.9 3.5 1.6 1.0 1.3 0.1 0.2 1.1 6.0 3.6 1.8 1.5 2.9 14.7 2.1 0.7 0.5 2.2 0.7 1.5 1.8 1.6 1.3 1.3 2.1 3.7 4.6 3.3 1.9 0.9 0.2 3.1 0.4 0.7 1.2 2.1 3.2 3.6 3.0 2.1 1.6 1.2 0.9 0.9 1.1 1.60.3 0.1 0.5 2.0 9.4 1.1 0.9 0.8 0.9 1.6 3.0 3.9 3.0 1.9 1.0 0.5 0.80.2 0.3 0.5 0.8 1.2 1.7 3.1 2.4 1.7 1.3 1.4 2.1 1.6 1.1 0.33.1 1.9 1.7 2.5 14.9 4.7 1.0 1.0 4.7 10.0 2.2 1.2 1.2 0.50.4 0.1 0.2 1.0 7.0 3.8 1.9 1.6 2.9 6.9 1.5 0.5 0.3 0.720.52.70.1 4.9 2.8 4.7 2.3 0.7 0.7 2.3 3.3 2.5 1.2 0.6 0.3 0.1 0.4 0.5 18.4 1.7 1.6 1.3 2.1 16.1 5.2 1.1 1.1 5.0 10.8 2.1 1.12.5 0.3 2.6 1.2 0.7 0.4 0.1 0.2 0.4 29.8 4.4 1.9 1.6 3.0 2.5 0.5 1.4 0.3 0.5 13.0 2.8 1.2 0.6 0.3 0.1 0.3 1.3 4.8 3.4 0.1 16.1 3.1 0.13.2 1.7 1.2 0.9 0.6 0.4 0.2 0.10.4 0.0 0.0 0.0 0.0 0.0 4.4 0.2 0.1 0.0 5.2 2.5 1.9 1.5 1.0 12.2 0.3 0.8 0.1 0.0 0.0 0.0 0.0 0.1 0.4 0.6 0.30.1 0.4 1.0 1.9 1.5 1.0 0.1 0.40.0 0.2 0.2 0.1 0.1 0.0 3.3 0.6 0.21.2 2.8 6.2 2.2 1.1 0.7 0.0 0.4 0.0 0.1 0.1 0.1 0.0 0.0 0.0 1.4 0.5 0.13.5 4.2 4.4 2.7 1.1 0.4 4.4 0.15.7 0.0 0.0 0.0 0.1 0.3 21.2 0.2 0.03.3 3.2 2.0 0.9 0.4 0.2 4.9 0.1 32.8 0.0 0.0 0.0 0.1 0.3 2.2 11.3 0.1 0.15.5 3.1 2.8 2.6 1.7 0.8 2.0 0.21.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.14.7 3.4 3.9 4.0 2.5 1.1 24.1 0.2 1.7 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.30.0 0.0 0.0 0.0 0.1 0.2 0.00.3 0.0 0.2 0.2 0.1 0.1 0.1 0.0 0.3 0.40.0 0.0 0.1 0.2 0.5 0.8 0.00.5 0.00.3 0.2 0.2 0.1 0.1 0.0 0.0 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 2.7 0.1 0.1 0.1 0.1 0.0 0.00.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.00.1 0.00.1 0.1 0.1 0.1 3.5 0.10.10.1 4.8 0.1 0.5 1.0 2.0 2.2 1.8 0.5 3.1 0.8 4.6 3.1 1.9 1.0 0.7 0.71.9 1.83.8 2.8 1.8 1.2 0.9 1.0 0.2 1.6 0.8 1.7 1.5 1.2 1.1 1.0 1.01.3 0.33.0 1.7 0.8 0.5 0.4 0.3 0.7 0.35.2 0.4 0.4 0.4 0.5 0.4 0.30.30.2 2.7 0.8 0.8 0.8 0.7 0.7 4.7 0.5 5.40.4 1.0 2.5 2.7 1.5 1.5 0.8 0.7 3.33.9 2.7 2.0 1.4 1.1 1.0 2.22.02.7 4.4 3.9 2.6 1.9 1.8 4.1 1.3 1.6 0.0 4.9 2.2 1.7 2.1 3.1 4.9 2.7 4.3 0.7 0.2 0.3 0.5 0.9 1.5 1.8 3.5 0.2 2.9 2.2 1.7 1.5 1.5 1.4 2.1 0.71.8 0.4 0.8 1.2 1.6 2.1 3.9 1.24.2 1.1 0.5 0.2 0.4 0.6 1.0 3.22.5 2.63.2 2.4 1.7 1.2 1.0 1.2 3.4 1.6 0.00.2 0.1 0.1 0.1 0.0 0.0 1.7 0.01.0 0.1 0.2 1.1 6.0 4.5 0.2 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.1 0.60.3 2.3 30.1 4.4 2.1 1.4 1.3 0.1 0.00.7 0.3 0.2 0.1 0.1 0.0 2.4 0.02.3 0.1 0.2 0.2 3.6 0.8 6.8 0.0 0.00.9 0.5 0.3 0.1 0.1 0.1 1.3 0.0 1.90.0 0.1 0.3 29.7 5.7 2.9 0.00.0 1.1 0.10.1 0.2 1.4 15.8 5.8 0.3 2.0 0.3 0.6 0.3 0.2 0.1 0.1 0.1 0.13.1 0.719.40.4 5.6 3.9 0.0 0.3 0.21.4 0.20.3 0.2 0.2 0.2 0.2 0.2 0.22.5 0.3 0.1 0.9 0.1 0.1 0.1 0.10.1 0.1 0.1 1.8 0.1 0.2 7.2 4.1 1.42.2 0.1 0.2 1.1 0.10.1 0.2 0.2 24.60.3 5.5 0.6 0.1 2.6 1.6 1.0 0.5 0.3 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.1 0.4 0.1 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.0 0.4 0.0 0.0 0.00.00.00.00.00.00.00.0 0.00.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.0 0.0 0.4 0.2 02 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.2 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Parking Areas Readings at 0 FT AFG Illuminance (Fc) Average = 3.69 Maximum = 32.8 Minimum = 0.3 Avg/Min Ratio = 12.30 Max/Min Ratio = 109.33 2.1.b Packet Pg. 42 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Fi l e n a m e : C : \ U s e r s \ s h a u n . f i l l i o n \ De s k t o p \ 2 2 8 2 5 N P r a i r i e A v e 1 1 0 9 7 5 3 B . A G I Sc a l e : a s n o t e d Da t e : 5 / 2 6 / 2 0 2 3 Fi l e n a m e : 2 2 8 2 5 N P r a i r i e A v e 1 1 0 9 7 5 3 B . A G I Dr a w n B y : PLOT TO 22"X34"PAGE Th e L i g h t i n g A n a l y s i s , E Z L a y o u t , E n e r g y A n a l y s i s a n d / o r V i s u a l S i mu l a t i o n ( " L i g h t i n g D e s i g n " ) p r o v i d e d b y R A B L i g h t i n g I n c . ( " R AB " ) r e p r e s e n t s a n a n ti c i p a t e d p r e d i c t i o n o f li g h t i n g s y s t e m p e r f o r m a n c e b a s e d u p o n d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n s u p p l i e d b y o t h e r s . Th e s e d e s i g n p a r a m e t e r s a n d i n f o r m a t i o n p r o v i d e d b y o t h e r s h a v e no t b e e n f i e l d v e r i f i e d b y R A B a n d t h e r e f o r e a c t u a l m e a s u r e d r e su l t s m a y v a r y f r o m t h e a c t u a l f i e l d co n d i t i o n s . R A B r e c o m m e n d s t h a t d e s i g n p a r a m e t e r s a n d o t h e r i n f o r m a t i o n b e f i e l d v e r i f i e d t o r e d u c e v a r i a t i o n . RA B d o e s n o t w a r r a n t y , e i t h e r i m p l i e d o r s t a t e d , a c t u a l m e a s u r e d li g h t l e v e l s o r e n e r g y c o n s u m p t i o n l e v e l s a s c o m p a r e d t o t h o s e i l l u s t r a t e d b y t h e L i g h t i n g D e s i g n . RA B d o e s n o t w a r r a n t y , e i t h e r i m p l i e d o r s t a t e d , n o r r e p r e s e n t s t h e a p p r o p r i a t e n e s s , c o m p l e t e n e ss o r s u i t a b i l i t y o f t h e L i g h t i ng D e s i g n a s c o m p l i a n t w i t h a n y a p p l i c a b l e re g u l a t o r y c o d e r e q u i r e m e n t s w i t h t h e e x c e p t i o n o f t h o s e e x p r e s s ly s t a t e d o n d r a w i n g s c r e a t e d a n d s u b m i t t e d b y R A B . T h e L i g h t i ng D e s i g n i s i s s u e d , i n w h o l e o r i n p a r t , as a d v i s o r y d o c u m e n t s f o r i n f o r m a t i o n a l a n d c o n v e n i e n c e p u r p o s e s on l y , i s n o t i n t e n d e d f o r c o n s t r u c t i o n n o r a s a p a r t o f a p r o j ec t ' s c o n s t r u c t i o n d o cu m e n t a t i o n p a c k a g e , an d s h o u l d n o t b e r e l i e d u p o n f o r a n y p u r p o s e . Im m e d i a t e l y p r i o r t o a n y p a r t y o r d e r i n g R A B p r o d u c t s u s e d i n t h e Li g h t i n g D e s i g n , t h e o r d e r i n g p a rt y m u s t v e r i f y t h a t t h e l u m e n o u t p u t o f t h e f i x t u r e s b e i n g o r d e r e d (a s s h o w n o n R A B ' s w e b s i t e ) m a t c h t h e l u m e n o u t p u t s h o w n i n t h e L i g h t i n g D e s i g n . O c c a s i o n a l l y , L i g h t i n g D e s i g n s p r e v i o u s l y p r o vi d e d u s e f i x t u r e s t h a t a r e t h e n up d a t e d p r i o r t o a n o r d e r a n d s u c h u p d a t e s c o u l d c h a n g e t h e l u m e n ou t p u t o f t h e f i x t u r e . T h i s i n t u r n , c o u l d i m p a c t t h e i n s t a l l ed l i g h t i n g p e r f o r m a n c e t h a t d i f f e r s f r o m th e L i g h t i n g D e s i g n . Sh a u n F i l l i o n , L C C L C P PR O J E C T # 2 0 9 7 9 7 Pr e p a r e d F o r : Ca s e y E l e c t r i c 10 0 1 I n d u s t r i a l D r , Be n s e n v i l l e , I L 6 0 1 0 6 Jo b N a m e : 22 8 2 5 N . P r a i r i e A v e . Bu f f a l o G r o v e , I L Li g h t i n g L a y o u t Ve r s i o n B CA S E # 1 1 0 9 7 5 3 Scale: 1 inch= 20 Ft. 30 31 32 33 34 35 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 24 25 26 27 28 29 23 22 21 20 19 3 L1 MH: 25 L1 MH: 25 MH: 25 L1 MH: 6 L2L2 MH: 6 MH: 18 L2 L2 MH: 18L3 MH: 9.5 L3 MH: 9.5 L2 MH: 6MH: 6 L2 L2 MH: 6 MH: 6 L2 MH: 6 L2 L2 MH: 18MH: 18 L2 MH: 18 L2L3 MH: 9.5 L3 MH: 9.5 L3 MH: 9.5MH: 6 L2 L2 MH: 6 L2 MH: 6 MH: 6 L2 MH: 6 L2 L2 MH: 6 MH: 9.5 L3 L3 MH: 9.5MH: 9.5 L3 L2 MH: 18 MH: 18 L2 L2 MH: 18L2 MH: 6MH: 6 L2 MH: 6 L2 L2 MH: 6MH: 6 L2 L2 MH: 6 L2 MH: 18 L2 MH: 18 MH: 18 L2 L3 MH: 9.5 L3 MH: 9.5 L3 MH: 9.5 L2 MH: 6 L2 MH: 6 MH: 6 L2 MH: 6 L2 MH: 6 L2 MH: 6 L2L3 MH: 9.5 MH: 9.5 L3 L3 MH: 9.5 L2 MH: 18 L2 MH: 18 L2 MH: 18 MH: 6 L2L2 MH: 6 MH: 6 L2 L2 MH: 6MH: 6 L2 L2 MH: 6MH: 9.5 L3 MH: 9.5 L3 L3 MH: 9.5L2 MH: 18 L2 MH: 18 MH: 18 L2 L2 MH: 6 L2 MH: 6 MH: 6 L2 MH: 18 L2 L1 MH: 25 L2 MH: 18 L2 MH: 18L1 MH: 25 MH: 18 L2 L2 MH: 18 MH: 18 L2L2 MH: 6 L2 MH: 6 MH: 6 L2 L2 MH: 18 L2 MH: 18 MH: 9.5 L3 L3 MH: 9.5 MH: 9.5 L3L2 MH: 6 MH: 6 L2 L2 MH: 6L2 MH: 6MH: 6 L2 MH: 6 L2 L2 MH: 18MH: 18 L2 L3 MH: 9.5 MH: 9.5 L3 MH: 9.5 L3 MH: 6 L2 MH: 6 L2 L2 MH: 6 MH: 6 L2 MH: 6 L2 L2 MH: 6 L3 MH: 9.5 MH: 9.5 L3 L3 MH: 9.5 L2 MH: 18 L2 MH: 18 MH: 6 L2 MH: 6 L2 MH: 6 L2 MH: 6 L2L2 MH: 6 MH: 6 L2 L1 MH: 25MH: 18 L2 MH: 18 L2 L3 MH: 9.5 L3 MH: 9.5 L3 MH: 9.5MH: 6 L2 L2 MH: 6 L2 MH: 6 MH: 6 L2L2 MH: 6 MH: 6 L2 MH: 9.5 L3 L3 MH: 9.5 L3 MH: 9.5 MH: 18 L2 L2 MH: 18 MH: 6 L2 L2 MH: 6 L2 MH: 6 MH: 6 L2L2 MH: 6 L2 MH: 6 L3 MH: 9.5 L3 MH: 9.5 MH: 9.5 L3 MH: 18 L2 MH: 18 L2 MH: 6 L2 L2 MH: 6 MH: 6 L2 L1 MH: 25 MH: 25 L1 MH: 25 L1 5.6 0.7 0.1 0.1 0.2 0.5 0.8 1.1 2.2 3.9 9.0 5.5 4.9 0.4 2.4 1.0 0.5 0.9 2.2 3.5 1.8 0.8 0.5 0.7 0.9 1.4 3.0 3.83.4 3.60.9 1.8 2.1 2.2 2.9 3.3 4.2 4.2 2.9 1.8 0.8 0.5 0.22.6 4.1 2.2 0.9 0.7 1.3 2.0 2.0 2.5 2.9 3.1 3.7 3.1 2.01.1 0.44.9 3.3 2.7 3.5 13.8 3.6 0.7 0.7 3.8 12.3 4.7 3.0 8.9 0.90.3 0.1 0.1 0.3 1.0 3.0 4.0 2.6 2.3 3.3 12.1 1.6 2.7 1.8 7.4 0.1 2.4 1.1 0.4 0.2 0.1 0.1 0.2 0.7 10.8 5.3 4.3 18.5 3.1 1.8 1.1 0.5 0.5 1.1 6.2 5.5 4.0 2.3 1.1 0.4 0.2 0.1 4.7 3.2 2.0 1.0 0.9 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.3 1.9 15.5 0.32.2 1.8 3.2 9.0 3.3 0.6 0.6 3.5 6.3 1.1 1.0 0.9 0.7 0.3 4.0 0.1 0.2 3.2 0.8 0.9 3.5 3.6 1.1 1.2 1.2 1.0 0.7 0.4 1.0 0.1 11.50.1 0.3 1.1 22.2 3.9 2.0 1.8 3.3 13.9 1.7 0.6 0.6 0.1 0.2 3.15.6 3.5 3.0 2.4 1.9 2.8 0.5 1.0 2.4 3.6 1.9 0.8 0.5 1.62.6 2.1 1.6 1.7 3.3 2.2 2.0 1.5 0.9 0.4 0.2 0.1 1.7 0.7 7.7 0.1 0.1 0.2 0.5 13.5 3.7 2.4 2.1 2.5 9.1 0.8 0.4 1.7 0.6 1.6 1.4 1.3 1.1 0.8 0.4 0.2 0.1 0.1 0.1 0.3 1.0 2.5 0.1 0.4 0.5 0.6 0.8 0.4 0.1 0.2 1.5 9.2 3.8 1.8 1.4 2.7 7.1 7.0 0.8 0.7 0.7 1.1 1.9 2.5 2.2 2.0 1.2 0.7 0.1 0.2 0.5 23.2 3.5 0.51.8 1.0 2.7 1.6 1.4 2.4 4.8 3.0 0.9 0.9 2.9 3.5 1.6 1.0 1.3 0.1 0.2 1.1 6.0 3.6 1.8 1.5 2.9 14.7 2.1 0.7 0.5 2.2 0.7 1.5 1.8 1.6 1.3 1.3 2.1 3.7 4.6 3.3 1.9 0.9 0.2 3.1 0.4 0.7 1.2 2.1 3.2 3.6 3.0 2.1 1.6 1.2 0.9 0.9 1.1 1.60.3 0.1 0.5 2.0 9.4 1.1 0.9 0.8 0.9 1.6 3.0 3.9 3.0 1.9 1.0 0.5 0.80.2 0.3 0.5 0.8 1.2 1.7 3.1 2.4 1.7 1.3 1.4 2.1 1.6 1.1 0.33.1 1.9 1.7 2.5 14.9 4.7 1.0 1.0 4.7 10.0 2.2 1.2 1.2 0.50.4 0.1 0.2 1.0 7.0 3.8 1.9 1.6 2.9 6.9 1.5 0.5 0.3 0.7 2.8 7.5 3.6 2.1 1.3 0.7 0.3 0.1 0.1 0.4 2.2 2.1 3.2 20.5 1.9 2.7 9.8 4.7 1.0 1.0 4.8 8.1 2.6 1.5 1.0 0.6 0.3 0.1 4.9 2.1 2.8 4.7 2.3 0.7 0.7 2.3 3.3 2.5 1.2 0.6 0.3 0.1 0.4 0.5 18.4 1.7 1.6 1.3 2.1 16.1 5.2 1.1 1.1 5.0 10.8 2.1 1.1 1.6 2.5 0.3 2.6 1.2 0.7 0.4 0.1 0.2 0.4 29.8 4.4 1.9 1.6 3.0 2.5 0.5 1.4 0.3 0.5 13.0 2.8 1.2 0.6 0.3 0.1 0.3 1.3 4.8 3.4 0.1 16.1 1.7 0.0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 1.0 1.0 3.0 4.2 3.9 2.7 1.7 1.2 1.1 1.2 1.7 2.7 4.0 3.90.6 4.00.4 0.6 1.0 1.7 2.8 3.9 3.7 2.6 1.7 1.2 1.1 1.3 0.32.8 1.0 4.0 2.7 1.6 1.1 0.8 0.9 1.2 1.8 2.7 2.9 2.5 1.71.8 3.01.3 1.5 4.4 1.2 1.8 2.4 2.4 1.7 1.1 0.8 0.7 0.6 2.6 1.72.4 7.3 3.5 2.2 1.4 0.9 0.6 0.4 0.2 0.1 0.1 0.1 6.2 0.9 0.1 0.0 0.8 0.8 1.2 2.0 3.5 4.5 3.6 2.3 1.3 0.8 0.5 1.6 0.2 2.6 0.1 0.0 0.0 0.0 0.0 0.2 0.3 0.5 0.7 1.3 2.0 2.7 1.5 0.3 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 0.7 0.9 1.1 0.71.3 0.1 0.9 0.8 0.8 0.9 1.0 1.2 1.4 1.4 1.2 0.9 0.8 0.2 1.3 0.60.2 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.10.6 0.10.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.5 0.4 0.3 0.2 0.8 0.6 1.41.2 1.5 2.1 2.6 2.6 2.0 1.4 1.0 0.8 0.8 1.0 1.4 0.7 1.71.4 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.7 0.00.9 1.0 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 1.0 0.0 1.1 0.0 0.0 0.0 0.3 0.4 0.6 0.9 1.4 2.0 2.4 2.4 1.9 0.0 0.0 1.5 0.0 1.8 0.7 0.3 0.2 0.0 0.0 0.0 0.1 0.2 0.4 25.0 4.2 1.7 2.9 3.1 17.0 0.5 0.3 0.3 0.5 13.1 1.8 2.9 4.1 3.6 1.93.9 1.2 11.8 1.6 2.3 2.9 2.4 1.4 0.6 0.3 0.1 0.1 0.0 0.0 3.60.3 0.2 6.1 3.4 1.6 1.4 2.8 5.6 1.7 0.5 0.6 1.7 4.5 1.80.1 1.525.7 3.3 1.6 1.5 2.4 16.0 4.7 1.0 1.1 5.1 13.3 1.3 0.8 1.80.1 1.0 0.5 0.3 0.1 0.1 0.0 0.1 0.4 2.2 8.0 3.4 1.7 1.6 0.7 0.9 0.1 0.0 0.1 0.2 1.0 6.0 3.5 1.7 1.5 2.8 4.9 2.8 0.6 0.4 2.3 3.1 1.5 2.2 2.9 2.5 1.4 0.6 0.3 0.1 0.1 0.0 0.3 2.1 0.91.9 3.6 1.7 1.4 2.8 11.8 3.3 0.8 0.9 4.3 8.3 1.5 3.7 1.10.1 0.6 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.3 1.1 5.3 1.3 2.30.1 0.3 0.5 1.1 2.9 1.6 1.4 2.2 8.7 1.4 0.7 0.6 1.9 6.3 0.3 1.7 1.2 0.9 0.6 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 1.6 1.1 0.00.8 1.0 4.3 5.7 1.3 1.6 1.7 1.5 0.9 0.5 0.3 0.1 18.3 0.02.5 0.0 0.1 0.4 2.8 24.6 3.0 1.5 1.4 2.2 16.4 4.3 3.1 0.1 0.21.4 2.9 14.0 1.5 0.6 0.7 1.7 7.8 1.2 1.3 1.2 1.0 3.6 0.4 7.8 0.1 0.1 0.1 0.0 0.0 0.1 0.4 2.3 8.8 3.2 1.5 1.4 1.1 0.7 2.7 3.5 3.33.9 2.7 2.0 1.4 1.1 1.0 2.22.02.7 4.4 3.9 2.6 1.9 1.81.3 1.62.2 1.7 2.1 3.1 4.9 2.7 4.3 0.7 0.2 0.3 0.5 0.9 1.5 1.8 3.5 2.9 2.2 1.7 1.5 1.5 1.4 2.1 0.71.83.9 1.24.2 1.1 0.5 0.2 0.4 0.6 1.0 3.22.5 2.63.2 2.4 1.7 1.2 1.0 1.21.6 3.6 1 0.1 0.2 0.20.20.20.2 0.4 0.2 0.50.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.50.4 0.50.4 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.10.50.40.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.40.4 0.40.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.40.3 0.4 0.1 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.00.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.2 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.2 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.4 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 2.1.b Packet Pg. 43 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) A17-3T70N Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 3 Color: Bronze Weight: 10.8 lbs Project:Type: Prepared By:Date: Driver Info Type Constant Current 120V 0.70A 208V 0.40A 240V 0.35A 277V 0.30A Input Watts 69.8W LED Info Watts 70W Color Temp 4000K (Neutral) Color Accuracy 72 CRI L70 Lifespan 100,000 Hours Lumens 10,148 lm Efficacy 145.3 lm/W Technical Specifications Compliance UL Listed: Suitable for wet locations IESNA LM-79 & LM-80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. IP Rating: Ingress protection rating of IP65 for dust and water DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra-efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PL0M2HOLUOND Electrical Driver: Constant Current, Class 2, 120-277V, 50/60Hz, 120V: 0.70A, 208V: 0.40A, 240V: 0.35A, 277V: 0.30A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. THD: 3.26% at 120V, 13.34% at 277V Power Factor: 99.5% at 120V, 91.6% at 277V Surge Protection: 10kV Performance Lifespan: 100,000-Hour LED lifespan based on IES LM-80 results and TM-21 calculations Construction IES Classification: The Type III distribution is ideal for roadway, general parking and other area lighting applications where a larger pool of lighting is required. It is intended to be located near the side of the area, allowing the light to project outward and fill the area. Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (104°F) Lens: Polycarbonate lens 2.1.b Packet Pg. 44 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) A17-3T70N Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 3 Technical Specifications (continued) Construction Housing: Die-cast aluminum housing, lens frame and mounting arm Vibration Rating: 3G vibration rating per ANSI C136.31 EPA: 1 Fixture: 0.46 2 Fixtures at 90°: 0.60 2 Fixtures at 180°: 0.93 3 Fixtures at 90°: 0.93 4 Fixtures at 90°: 0.93 EPA with Slipfitter & Adjustable Arm Mounting Accessories (Sold Separately) 1 Fixture: 0.66 2 Fixtures at 90°: 0.80 2 Fixtures at 180°: 1.32 3 Fixtures at 90°: 1.32 4 Fixtures at 90°: 1.32 Mounting: Universal mounting arm compatible for hole spacing patterns from 1" to 5 1/2" center to center. Round Pole Adaptor plate included as a standard. Easy slide and lock to mount fixture with ease. Round pole diameter must be >4" to mount fixtures at 90° orientation. Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. LED Characteristics LEDs: Long-life, high-efficiency, surface-mount LEDs Color Uniformity: RAB's range of Correlated Color Temperature follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017. Other 5 Yr Limited Warranty: The RAB 5-year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions Features 0-10V Dimming, standard 100,000-hour LED lifespan 5-Year, limited warranty 2.1.b Packet Pg. 45 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) A17-3T70N Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 Ordering Matrix Family Distribution Wattage/Lumens Mounting Color Temp Driver Options A17 –3T 70 N 3T = Type III 4T = Type IV 5T = Type V 150 = 150W/22,500LM 200 = 200W/30,000LM 240 = 240W/36,000LM 300 = 300W/45,000LM 375 = 375W/51,800LM 70 = 70W/10,000LM 100 = 100W/15,000LM Blank = Universal Pole Mount SF = Slipfitter (Factory installed SF available in 150W) Blank = 5000K Cool N = 4000K Neutral Blank = 120-277V, 0-10V Dimming /480 = 480V, 0-10V Dimming 1 Blank = No Option /3PRS = 3-pin Receptacle and Shorting Cap /7PRS = 7-pin Receptacle and Shorting Cap /MVS = Microwave Motion Sensor /LC = Lightcloud® Controller 1 480V driver available standard on 150W and 300W and by special order on 100, 240 and 375W. Not available on 70W or 200W models. Type II distribution available as special order Wall mount and adjustable universal pole mount available as optional field-installed accessories 2.1.b Packet Pg. 46 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) PS4-11-25D2 Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 Square steel poles drilled for 2 Area Lights at 180°. Designed for ground mounting. Poles are stocked nationwide for quick shipment. Protective packaging ensures poles arrive at the job site good as new. Color: Bronze Weight: 167.6 lbs Project:Type: Prepared By:Date: Technical Specifications Compliance CSA Listed: Suitable for wet locations Construction Shaft: 46,000 p.s.i. minimum yield. Hand Holes: Reinforced with grounding lug and removable cover Base Plates: 36,000 p.s.i. minimum yield. Shipping Protection: All poles are shipped in individual corrugated cartons to prevent finish damage Color: Bronze powder coating Height: 25 ft. Weight: 168 lbs Gauge: 11 Wall Thickness: 1/8" Shaft Size: 4" Hand Hole Dimensions: 3" x 5" Bolt Circle: 8 1/2" Base Dimension: 8" 2.1.b Packet Pg. 47 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) PS4-11-25D2 Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 2 Technical Specifications (continued) Construction Anchor Bolt: Galvanized anchor bolts and galvanized hardware and anchor bolt template. All bolts have a 3" hook. Anchor Bolt Templates: WARNING Template must be printed on 11" x 17" sheet for actual size. CHECK SCALE BEFORE USING. Templates shipped with anchor bolts and available online. Pre-Shipped Anchor Bolts: Bolts can be pre-shipped upon request for additional freight charge Max EPA's/Max Weights: 70MPH 4.3 ft./275 lb. 80MPH 1.7 ft./270 lb Other Terms of Sale: Pole Terms of Sale is available online. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions Features Designed for ground mounting Heavy duty TGIC polyester coating Reinforced hand holes with grounding lug and removable cover for easy wiring access Pole caps, base covers & bolts are sold separately Custom manufactured for each application 2.1.b Packet Pg. 48 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) SLIM12N Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 3 12, 18 and 26 Watt SLIM wall packs are ultra efficient and deliver impressive light distribution with a compact low-profile design that's super easy to install as a downlight or uplight. Color: Bronze Weight: 4.2 lbs Project:Type: Prepared By:Date: Driver Info Type Constant Current 120V 0.13A 208V 0.08A 240V 0.07A 277V 0.06A Input Watts 14.9W LED Info Watts 12W Color Temp 4000K (Neutral) Color Accuracy 75 CRI L70 Lifespan 100,000 Hours Lumens 2,039 lm Efficacy 136.8 Technical Specifications Compliance UL Listed: Suitable for wet locations. Suitable for mounting within 1.2m (4ft) of the ground. IP Rating: Ingress protection rating of IP66 for dust and water ADA Compliant: SLIM™ is ADA Compliant IESNA LM-79 & LM-80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra-efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PGJBD3AQ Electrical Driver: Constant Current, Class 2, 120-277V, 50-60Hz, 120V: 0.13A, 208V: 0.08A, 240V: 0.07A, 277V: 0.06A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. THD: 5.19% at 120V, 8.55% at 277V Power Factor: 99.4% at 120V, 94% at 277V LED Characteristics LEDs: Long-life, high-efficacy, surface-mount LEDs Color Consistency: 3-step MacAdam Ellipse binning to achieve consistent fixture-to-fixture color Color Stability: LED color temperature is warrantied to shift no more than 200K in color temperature over a 5-year period Color Uniformity: RAB's range of Correlated Color Temperature follows the guidelines for the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017. Performance Lifespan: 100,000-Hour LED lifespan based on IES LM-80 results and TM-21 calculations Wattage Equivalency: Equivalent to 70W Metal Halide Construction Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (104°F) Housing: Precision die-cast aluminum housing Mounting: Heavy-duty mounting bracket with hinged housing for easy installation Recommended Mounting Height: Up to 8 ft. Lens: Tempered glass lens Reflector: Specular thermoplastic Gaskets: High-temperature silicone Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. 2.1.b Packet Pg. 49 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) SLIM12N Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 3 Technical Specifications (continued) Other Patents: The design of the SLIM™ is protected by patents in U.S. Pat D681,864, and pending patents in Canada, China, Taiwan and Mexico. HID Replacement Range: Replaces 70W Metal Halide Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Optical BUG Rating: B1 U0 G0 Dimensions Features Full cutoff, fully shielded LED wall pack Can be used as a downlight or uplight Contractor friendly features for easy installation 100,000-hour LED Life 5-Year, No-Compromise Warranty 2.1.b Packet Pg. 50 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) SLIM12N Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 Ordering Matrix Family Wattage Color Temp Finish Driver Options SLIM 12 N 12 = 12W 18 = 18W 26 = 26W Blank = 5000K Cool N = 4000K Neutral Y = 3000K Warm Blank = Bronze W = White Blank = 120-277V, 0-10V Dimming /D10 = 120-277V, 0-10V Dimming Blank = No Option /PC = 120V Button /PC2 = 277V Button /LC = Lightcloud® Controller 2.1.b Packet Pg. 51 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) RDLFA-6R12.595CCT120WB Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 3 Color: White Weight: 0.9 lbs Project:Type: Prepared By:Date: Driver Info Type Constant Current 120V 0.12A 208V N/A 240V N/A 277V N/A Input Watts 12.5W LED Info Watts 12W Color Temp 2700K/3000K/3500K/4000K/5000K Color Accuracy 90 CRI L70 Lifespan 50,000 Hours Lumens 1,000 lm Efficacy 80 Technical Specifications Performance Description: Deep regress remote driver downlight looks like a traditional recessed retrofit but without the need of a traditional downlight housing. With the flexibility to choose from 5 field selectable color temperatures 2700K, 3000K, 3500K, 4000K, 5000K and suitable for dry, damp, and wet locations, making them perfect for both indoor and outdoor use. Product Type: Recessed Downlights Input Wattage: 12.5W Lumens (Nominal): 1,000 Lm Efficacy: 80 Lm/W L70 Lifespan: 50,000-Hour LED lifespan based on IES LM-70 results Compliance UL Listed: Suitable for wet locations Energy Star Approved: ENERGY STAR® Version 2.2 Certified Energy Star ID: 2388931 Electrical Dimming Driver: TRIAC compatible dimmer with dimming as low as 10%. THD: ≤20% Power Factor: ≥0.9 Flicker: <5% Input Voltage: 120V Operating Frequency: 60Hz Construction Material: Metal Trim Style: Baffle Shape: Round Mounting: Recessed ceiling LED Characteristics R9 Value: High color performance with R9 greater than or equal to 50 Other Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. Trade Agreements Act Compliant: This product is a product of Cambodia and a "designated country" end product that complies with the Trade Agreements Act Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. 2.1.b Packet Pg. 52 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) RDLFA-6R12.595CCT120WB Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 3 Operating Temperature: -20°C (-4°F) to 40°C (104°F) Size: 6" 2.1.b Packet Pg. 53 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) RDLFA-6R12.595CCT120WB Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 Dimensions Features 5 color temperatures in 1 SKU (2700K, 3000K, 3500K, 4000K, 5000K) Back-lit deep regress remote driver downlight No recessed housing or j-box required Dimmable down to 5% on compatible dimmers, see Dimmer Compatibility List IC and airtight rated Suitable for indoor and outdoor use in dry, damp, and wet environments Ordering Matrix Family Size Shape Wattage CRI/Color Temp Voltage Finish Trim RDLFA 6 R 12.5 95CCT 120 W B 4 = 4" 6 = 6" R = Round 8 = 8W 12.5 = 12.5W 95CCT = 90 CRI, Field Adjustable 120 = 120V W = White B = Baffle 2.1.b Packet Pg. 54 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) VILLAGE OF BUFFALO GROVE Regulations from the Zoning Code cannot be varied unless findings of fact are made that the following criteria are met. Please provide a response to each of the criteria below. 17.52.070 – CRITERIA FOR VARIATION Section 17.28.505(E)4b to allow the distance between the south property line and the townhome buildings to be less than twice the building height when abutting a different kind of use (i.e., single-family next to multi- family); 1. The property in question cannot yield a reasonable return if permitted to be used only under the conditions allowed by the regulations of the zoning district in which it is located except in the case of residential zoning districts; Response: Due to the existing 0.63 acre wetland located on the northern third of the combined property, the proposed buildings must be situated closer to the southern lot line rather than spread equally throughout the property. 2. The plight of the owner is due to unique circumstances; Response: The existence of the wetland is a unique circumstance of this site and was instrumental in driving the design direction of the site plan and necessitated the 54.4’ side setback rather than the required 70’ side setback. 3. The proposed variation will not alter the essential character of the neighborhood. Response: The proposed 15.6’ side setback variation will not alter the character of the neighborhood. The architectural style chosen suits the existing character and, with its gabled roofline, minimizes the building height at the southern end of each building. Section 17.28.050(E)4e(i) to allow the spacing between front facing buildings to be less than 50 feet; 1. The property in question cannot yield a reasonable return if permitted to be used only under the conditions allowed by the regulations of the zoning district in which it is located except in the case of residential zoning districts; Response: The existing 0.63 acre wetland located on the northern third of the combined property and the angle of the Wisconsin Central Railroad running northwest along the east 2.1.b Packet Pg. 55 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) VILLAGE OF BUFFALO GROVE side of the property, create design constraints. Partially remediating the wetland and preserving a portion of it requires a significant additional investment in site work, site stabilization, landscaping and fees. Without the proposed density, the project would not be financially viable. 2. The plight of the owner is due to unique circumstances; Response: The existence of the wetland and railroad are unique circumstances that have long made this well-located property difficult to develop. The northern 3 acres of the combined property has been vacant for decades and on and off the market for approximately 20 years. 3. The proposed variation will not alter the essential character of the neighborhood. Response: All “front facing” buildings on the property are located within the landscaped courtyards and will not be visible from the street or neighboring properties. Therefore, it will not alter the essential character of the neighborhood. Section 17.28.050(C) to allow a rear yard setback of 34’ 8” for Building 4, in lieu of the 35 foot setback required 1. The property in question cannot yield a reasonable return if permitted to be used only under the conditions allowed by the regulations of the zoning district in which it is located except in the case of residential zoning districts; \ Response: The existing 0.63 acre wetland located on the northern third of the combined property and the angle of the Wisconsin Central Railroad running northwest along the east side of the property create design constraints and directly cause the need for this variation request. Partially remediating the wetland and preserving a portion of it requires a significant additional investment in site work, site stabilization, landscaping and fees. Without the proposed density, the project would not be financially viable. 2. The plight of the owner is due to unique circumstances; Response: The existence of the wetland and railroad are unique circumstances that have long made this well-located property difficult to develop. The angle of the railroad specifically necessitated this variance. 3. The proposed variation will not alter the essential character of the neighborhood. 2.1.b Packet Pg. 56 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) VILLAGE OF BUFFALO GROVE Response: The proposed variation is extremely small and will not be visible from the street. Therefore, it will not affect the essential character of the neighborhood in any way. Section 17.28.050(A) & (C) to allow accessory structures (gazebo and deck) to be closer to the front lot line than the principal buildings and beyond the mid-point of the principal structures when located in a side yard. 1. The property in question cannot yield a reasonable return if permitted to be used only under the conditions allowed by the regulations of the zoning district in which it is located except in the case of residential zoning districts; Response: Due to the unique location as a gateway to a proposed mixed- use development near the Prairie View Station, it presents a unique opportunity to prominently identify the property with attractive accessory structures which will benefit the community at large as well as the residents of the proposed development. The proposed location of the gazebo, walkways and overlooks makes the development more desirable and therefore more financially viable. 2. The plight of the owner is due to unique circumstances; Response: The existence of the wetland and railroad are unique circumstances that have long made this well-located property difficult to develop. In order to provide the necessary surface detention and partial wetland remediation and retention, we were extremely limited in where we could locate the proposed gazebo and overlook. 3. The proposed variation will not alter the essential character of the neighborhood. Response: The proposed gazebo and wetland overlook will enhance the neighborhood by upgrading a low-lying overgrown property to an attractive park- like amenity, keeping with the character of the neighborhood. 2.1.b Packet Pg. 57 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) PLANNED UNIT DEVELOPMENT STANDARDS 1. Have the minimum areas as set forth in Section 17.16.060. Response: Yes – the minimum area for the proposed R9 zoning district is 2 acres. The subject property is 4.27 acres. 2. The uses permitted in such development are not of such a nature or so located as to exercise an undue detrimental influence or effect upon the surrounding neighborhood; Response: The proposed use, attached single family residential, is consistent with the nature of the surrounding neighborhood, namely: townhomes to the east and west; commercial to the north; and single family to the south, and as such are very compatible with the surrounding neighborhood and therefore will not have a detrimental influence or effect. 3. The plan effectively treats the developmental possibilities of the subject property, making appropriate provisions for the preservation of streams, wooded areas, scenic views, floodplain areas, and similar physical features; Response: The plan takes care to maximize the developmental possibilities of the existing features including partially remediating and landscaping the existing wetland, creating a park-like feature on the corner with a gazebo and wetlands overlook and landscaping the entire property consistent with an upscale townhome development. 4. All requirements pertaining to commercial, residential, institutional or other uses established in the planned unit development conform to the requirements for each individual classification as established elsewhere in this Title, except as may be specifically varied for the proper planning of the planned unit development; Response: All requirements pertaining to a residential use conform to the requirements as established elsewhere in this title. 5. The Planning and Zoning Commission shall determine that the area and width of the lot shall be sufficient for the proposed use, and that the development of the property in the proposed manner creates no outlots which will be difficult to develop in an appropriate manner. Response: No outlots will be created by this development. 2.1.b Packet Pg. 58 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) SPECIAL USE STANDARDS 1. The special use will serve the public convenience at the location of the subject property; or the establishment, maintenance or operation of the special use will not be detrimental to or endanger the public health, safety, morals, comfort, or general welfare; Response: The special use shall serve the public convenience by providing a sought after housing type by providing an attached single family rental option in an extremely convenient and attractive location. The proposed use, attached single family residential, is consistent with the nature of the surrounding neighborhood, namely: townhomes to the east and west; commercial to the north; and single family to the south, such that the establishment, maintenance and operation will not be detrimental to or endanger the public health, safety, morals, comfort or general welfare. 2. The location and size of the special use, the nature and intensity of the operation involved in or conducted in connection with said special use, the size of the subject property in relation to such special use, and the location of the site with respect to streets giving access to it shall be such that it will be in harmony with the appropriate, orderly development of the district in which it is located; Response: With its multiple points of ingress and egress and carefully planned street presence, the proposed development shall be in harmony with the appropriate and orderly development of the district in which it will be located. 3. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity of the subject property for the purposes already permitted in such zoning district, nor substantially diminish and impair other property valuations with the neighborhood; Response: The special use will be consistent with other recent developments in the neighborhood. therefore it will not diminish or impair other property valuations. 4. The nature, location and size of the buildings or structures involved with the establishment of the special use will not impede, substantially hinder or discourage the development and use of adjacent land and buildings in accord with the zoning district within which they lie; Response: The site plan of the special use is specifically designed for a potential future “Phase 2” of additional units to the south should those two properties ever become available. The special use will not otherwise impede, hinder or discourage future development. 5. Adequate utilities, access roads, drainage, and/or other necessary facilities have been or will be provided; Response: Adequate access and utilities are available and/or will be provided. 6. Parking areas shall be of adequate size for the particular special use, which areas shall be properly located and suitably screened from adjoining residential uses, and the entrance and exit driveways to and from these parking areas shall be designed so as to prevent traffic hazards, eliminate nuisance and minimize traffic congestion in the public streets. Response: 4.58 parking spaces are provided per unit. All 188 parking spaces are either indoor or provided within the interior driveways and are otherwise suitable screened from adjoining residential uses. The ingress and egress drives are designed to prevent traffic and minimize congestion. 2.1.b Packet Pg. 59 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 60 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 61 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 62 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 63 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 64 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 65 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 66 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 67 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 68 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 69 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 70 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 71 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 72 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 73 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 74 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 75 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Traffic Impact Study Prairie Point Residential Development Half Day Road and Prairie Road Buffalo Grove, Illinois Prepared for: Bloom Street Partners April 28, 2023 Updated May 30, 2023 Prepared by: Lynn M. Means, P.E., PTOE, RSP1 Senior Transportation Engineer 2.1.b Packet Pg. 76 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Table of Contents Description Page Executive Summary ...........................................................................................................................................1 Introduction ........................................................................................................................................................2 Existing Conditions ............................................................................................................................................4 Future Conditions ..............................................................................................................................................9 Traffic Analysis ...............................................................................................................................................14 Parking Analysis ..............................................................................................................................................17 Conclusions and Recommendations ................................................................................................................18 Appendix 2.1.b Packet Pg. 77 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 1 Executive Summary BLA, Inc. has conducted a Traffic Impact Study for the proposed Prairie Point residential development located at the southeast corner of Half Day Road (IL Route 22) and Prairie Road / Main Street in Buffalo Grove, Illinois. Existing and future conditions in the study area have been described, analyzed and evaluated with respect to traffic operations and the impact of the planned development. Conclusions and recommendations are presented below:  The existing, approximately 4.3-acre site contains undeveloped land and a single-family residence. Access to the site is provided via one driveway on Prairie Road.  The project will include developing the site to provide 41 (3-story, 3-bedroom) townhomes contained within seven (7) buildings. The development will be served by 187 parking spaces: 82 garage spaces, two (2) per unit; 82 driveway spaces, 2 per unit; and 23 surface parking lot spaces. Access to the site is proposed via one full access driveway on Prairie Road, opposite Willow Parkway. No new site access is proposed to Half Day Road.  The existing driveway serving the single-family residence at 22745 Prairie Road (to the south of the site) will be closed and a new driveway provided within the site.  Existing traffic conditions within the study area were established by performing weekday morning and evening traffic counts in April 2023.  Crash data was reviewed for the last five calendar years (2017-2021) from the LCDOT Transportation Data Management System.  Future (non-site) traffic volume conditions were developed for the anticipated opening year of the development plus five years, year 2030, including a compounded annual growth rate of 1.0 percent along Half Day Road, Willow Parkway and Main Street and a 3 percent non-compounded annual growth rate along Prairie Road.  Trip generation for the proposed development was quantified for the weekday morning, evening and daily basis using the Institute of Transportation Engineers (ITE) trip generation rates contained in the 11th Edition of the Manual Trip Generation.  Analyses have been conducted for all study intersections under existing and future (2030 design year) traffic conditions to determine the impact from the planned development.  Our determination is the proposed development traffic can be accommodated on the adjacent streets and with the proposed site access and recommended transportation improvements: o The site access driveway should provide one inbound lane and one outbound lane, operating under Stop sign control. o The painted median on Prairie Road should be restriped, along with widening of Prairie Road as needed, to provide a southbound left-turn lane at the site full access, opposite Willow Parkway. o Provide a right-turn lane on northbound Prairie Road at the proposed site access, opposite Willow Parkway.  The proposed off-street parking supply will be adequate to accommodate the projected parking demand for the proposed development. 2.1.b Packet Pg. 78 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 2 Introduction BLA, Inc. has conducted a Traffic Impact Study for the proposed Prairie Point residential development located in Buffalo Grove, Illinois. The approximately 4.3-acre site is located at the southeast corner of Half Day Road (IL Route 22) and Prairie Road / Main Street and currently contains a single-family home and undeveloped land. Access to the residence is provided via one driveway on Prairie Road. The site location is illustrated on Exhibit 1. As proposed, the development includes the construction of 41 (3-story, 3-bedroom) townhomes contained within seven (7) buildings. The development will be served by 187 parking spaces: 82 garage spaces, two (2) per unit; 82 driveway spaces, 2 per unit; and 23 surface parking lot spaces. Access to the site is proposed via a full access on Prairie Road. Also as part of the development, the existing driveway serving the single-family residence at 22745 Prairie Road (to the south of the site) will be closed and a new driveway provided within the site. The following summarizes BLA’s methodology, data collection, analyses and identifies improvements, as necessary, to mitigate the impacts the development’s traffic may have on the adjacent roadway network. 2.1.b Packet Pg. 79 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 3 Exhibit 1: Site Location Map SITE 2.1.b Packet Pg. 80 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 4 Existing Conditions Area Land Use The site is located at the southeast corner of Half Day Road and Prairie Road / Main Street in Buffalo Grove and currently contains a single-family home and undeveloped land. The site is bound by Half Day Road to the north, Prairie Road to the west, single family residential to the south and the Canadian National Railway to the east. Street/Roadway Network The existing traffic operations in the site area are illustrated on Exhibit 2. Prairie Road / Main Street Prairie Road (Lake County Route W17) is a north-south minor arterial roadway, providing a three-lane cross section (one travel lane in each direction and a center lane for left-turns at intersection) in the site vicinity. It is under the jurisdiction of the Lake County Division of Transportation (LCDOT) and maintained by the Village of Buffalo Grove, with a posted speed limit of 40 miles per hour (mph). At its unsignalized “T” intersection with Willow Parkway, Prairie Road provides a left-turn lane and through lane in the northbound direction and a through lane and right-turn lane in the southbound direction, operating under free-flow conditions. At its signalized intersection with Half Day Road, Prairie Road provides a left-turn lane, through lane and a right-turn lane in the northbound direction. Main Street is aligned opposite Prairie Road, extending northerly from Half Day Road. It is a local, Village of Buffalo Grove, two-lane roadway (one travel lane in each direction) with a posted speed limit of 30 mph. Main Street provides a left-turn lane and a shared through/right-turn lane in the southbound direction at its signalized intersection with Half Day Road. Willow Parkway Willow Parkway is an east-west local, Village of Buffalo Grove, roadway, extending westerly from Prairie Road, with a posted speed limit of 25 mph. At its unsignalized “T” intersection with Prairie Road, Willow Parkways provides a single approach lane with shared turning movements, operating under Stop sign control. A driveway serving the single-family residence located on the site, as well as a driveway serving the single-family residence to the south of the site (22745 Prairie Road) are aligned opposite Willow Parkway. Half Day Road Half Day Road (IL Route 22) is an east-west principal arterial roadway providing a five-lane cross section (two travel lanes in each direction and center lane/median that provides left-turns at intersections). At its signalized intersection with Prairie Road / Main Street, Half Day Road provides a left-turn lane, through lane and shared through/right-turn lane in both the eastbound and westbound directions. Half Day Road is under the jurisdiction of the Illinois Department of Transportation (IDOT) with a posted speed limit of 35 mph. It is designated as a Strategic Regional Arterial (SRA) route. The SRA designation controls roadway and signal installation to facilitate efficient and safe transportation. Looking north on Prairie Rd., south of Willow Pkwy. Looking east on Willow Pkwy., west of Prairie Rd. Looking west on IL 22, east of Prairie Rd./Main St. 2.1.b Packet Pg. 81 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 82 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 6 Pedestrian / Bicycle Facilities Sidewalks are generally provided on the south side of Half Day Road and the north side, east of Main Street; on the east side of Main Street, between Half Day Road and the Prairie View Metra Station parking lot; on the west side of Prairie Road and the east side, south of site; and along both sides of Willow Parkway. Pedestrian traffic signals and crosswalks are provided on the north, west and south legs of the Half Day Road and Prairie Road / Main Street intersection. Public Transportation The site is also well served by public transportation. Metra provides weekday commuter rail service along the North Central Service (NCS) Line that begins in Antioch and ends at Union Station in Chicago. There is no weekend service on the NCS Line. The Prairie View Station is located on Main Street, approximately 0.3-miles north of the proposed site. Existing Traffic Traffic turning movement counts were conducted on Tuesday, April 11, 2023, during the weekday morning (7:00 to 9:00 AM) and weekday evening (4:00 to 6:00 PM) peak periods at the following intersections:  Half Day Road at Prairie Road / Main Street  Prairie Road at Willow Parkway The results indicate that the peak hour existing traffic during the weekday morning and weekday evening peak hours occurred from 7:30 to 8:30 AM and 4:30 to 5:30 PM, respectively. Table 1 summarizes the annual average daily traffic (AADT) volumes obtained from IDOT (www.getttingaroundillinois.com) near the site: Table 1: Summary of IDOT AADT Volumes Location IDOT AADT (Year) Prairie Road Between Half Day Road (IL 22) and Aptakistic Road 7,450 (2019) Half Day Road (IL 22) Between Buffalo Grove Road and Main Street/Prairie Road 19,100 (2021) Between Main Street/Prairie Road and Milwaukee Ave (IL 21) 17,800 (2021) The existing peak hour and IDOT AADT volumes (adjusted to existing, year 2023 conditions) are illustrated on Exhibit 3. Also included on Exhibit 3 is the traffic entering and exiting the single-family residence located on the site, as well as the residence located to the south of the site at 22745 Prairie Road. Note, no traffic was observed to enter or exit the existing single-family residence located on the site, and was, therefore, not included to provide a conservative analysis scenario (future site traffic would not discount for existing traffic on site). There was one vehicle observed exiting the 22745 Prairie Road residence during the weekday morning peak hour; however, there was no traffic observed entering or exiting this residence during the weekday evening peak hour. Accordingly, to provide a conservative analysis scenario, one vehicle was assumed entering the 22745 Prairie Road residence during the weekday evening peak hour. One vehicle exiting during the morning peak hour and one vehicle entering during the evening peak hour is consistent with the Institute of Transportation Engineers (ITE) trip generation for one single family home. Summaries of the intersection turning movement count data are contained in Appendix A. 2.1.b Packet Pg. 83 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 84 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 8 Crash Summary To evaluate and address potential safety issues within the study area, crash data was obtained from the LCDOT Transportation Data Management System for the last five calendar years available, 2017 through 2021. A summary of the crash data is provided in Table 2. Table 2: Crash Summary (2017-21) Location / Year No. of Crashes Severity A Crash Type C Percent During Wet/Icy Conditions PD PI B F CM RE SS FO HO Ped A B C Intersections (Crashes within 250’ of Intersection) Half Day Road (IL Route 22) at Prairie Road / Main Street 2017 5 3 -- 1 1 -- 3 2 -- -- -- -- 20% 2018 7 5 -- 1 1 -- -- 5 1 1 -- -- 14% 2019 6 6 -- -- -- -- 2 2 1 1 -- -- 67% 2020 1 1 -- -- -- -- -- -- -- 1 -- -- 0% 2021 3 3 -- -- -- -- -- 2 1 -- -- -- 67% Total 22 18 0 2 2 0 5 11 3 3 0 0 36% Prairie Road at Willow Parkway 2017 1 -- -- -- 1 -- -- 1 -- -- -- -- 0% 2018 -- -- -- -- -- -- -- -- -- -- -- -- -- 2019 -- -- -- -- -- -- -- -- -- -- -- -- -- 2020 -- -- -- -- -- -- -- -- -- -- -- -- -- 2021 -- -- -- -- -- -- -- -- -- -- -- -- -- Total 1 0 0 0 1 0 0 1 0 0 0 0 0% Total (2017-21) 23 18 0 2 3 0 5 12 3 3 0 0 35% A PD = property damage only; PI = personal injury; F = fatality. B Type A (incapacitating injury); Type B (non-incapacitating injury); Type C (possible injury). C CM = cross movement/angle; RE = rear end; SS = Sideswipe; FO = fixed object/parked car; HO = head on; Ped = pedestrian/bicyclist. As shown in Table 2, the signalized intersection of Half Day Road at Prairie Road / Main Street experienced a total of 22 crashes over the 5-year study period, approximately 4 crashes per year. Approximately 82 percent (18 of 22) of the crashes involved property damage only, and 50 percent (11 of 22) were rear-end type collisions. The unsignalized intersection of Prairie Road at Willow Parkway experienced one crash over the 5-year study period. It involved a Type-C injury (possible injury) and was a rear-end type collision. There were no reported fatalities at the study area intersection over the five-year analysis period and no crashes that involved a pedestrian or bicyclist. 2.1.b Packet Pg. 85 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 9 Future Conditions Traffic Growth Construction and occupancy of the proposed residential development is anticipated to occur by the end of the year, 2025. Future traffic volumes were developed for the year 2030, anticipated build-out year of the development plus five years. Traffic growth in the area is a function of expected land development in the region. Based on a review of historical traffic volumes and the Chicago Metropolitan Agency for Planning (CMAP) 2050 projections (see Appendix B), traffic volumes along Half Day Road are assumed to experience an annual, compounded growth rate ranging between 0.80 and 0.81 percent, while Prairie Road’s annual, compounded growth rate was 0.75 percent. However, to provide a conservative analysis scenario, a 1.0 percent per year compounded growth rate was applied along Half Day Road, Willow Parkway and Main Street and a 3 percent, non-compounded growth rate was applied along Prairie Road, consistent with LCDOT guidelines. 2030 No-Build (Non-Site) Conditions The 2030 No-Build traffic volumes were accordingly developed by applying a 1.0 percent compounded, annual growth rate (Half Day Road, Willow Parkway and Main Street) and 3 percent non-compounded annual growth rate (Prairie Road) to the existing traffic (Exhibit 3). The 2030 No-Build traffic volume networks are graphically depicted on Exhibit 4. Planned Roadway Improvement Projects The SRA Report dated April 1993 for IL Route 22 identified improvements at the Half Day Road intersection with Prairie Road and Main Street, including dual left-turn lanes on eastbound IL Route 22, an exclusive right-turn lane on both eastbound and westbound IL Route 22, as well as additional lanes on southbound Main Street and northbound Prairie Road, which required the acquisition of additional right-of-way. However, these improvements are not included in the current Multi-Modal Transportation Plan (FY 2023-2028). Thus, there is currently no construction completion date scheduled. Accordingly, for the purpose of this study, these improvements were not considered in the analyses. Excerpts from the SRA Report are provided in Appendix C. Proposed Development Plan The Site Plan prepared by Pearson, Brown & Associates, Inc. is provided in Appendix D. As proposed, the development includes the construction of 41 (3-story, 3-bedroom) townhomes contained within seven (7) buildings. The development will be served by 187 parking spaces: 82 garage spaces, two (2) per unit; 82 driveway spaces, 2 per unit; and 23 surface parking lot spaces. Access to the site will be provided via a full access on Prairie Road. It also includes a dog run, as well open space, sidewalks and multi-use paths. In addition, as part of the development, the existing driveway serving the single-family residence at 22745 Prairie Road (to the south of the site) will be closed and a new driveway provided within the site. Trip Generation The amount of traffic generated by a development depends on the type and density of the land use. Trip generation estimates for the development were calculated based on information published in the Institute of Transportation Engineers (ITE) Manual Trip Generation, 11th Edition (see Appendix E). The ITE manual is a compilation of national traffic data surveys used to estimate traffic volumes for various land uses. The ITE data does not represent locations with measurable transit, walking and other non-auto trips. The Prairie View Metra Station is located approximately 0.3-miles north of the site. Based on the US Census Bureau, 2017-2021 America Community Survey Data, Mode of Transportation (Journey to Work) for Census Tract 8645.20, approximately 72 percent use auto (personal vehicles and/or taxi/rideshare carpool) to commute to/from work (see Appendix F). However, to provide a conservative scenario, test the maximum site impacts, the ITE trip generation estimates were not discounted for residents that carpool and/or use alternative modes to travel to/from work (bike, walk and/or transit). 2.1.b Packet Pg. 86 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 87 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 11 Table 3 provides a summary of the total trips to be generated by the proposed development, including residents, visitors, deliveries, etc. Table 3: Estimated Trip Generation Land Use / Size ITE LUC Weekday AM Peak Hour PM Peak Hour Daily In Out Total In Out Total In Out Total Townhomes / 41 Units 220 9 27 36 24 14 38 169 169 338 Directional Distribution The anticipated trip distribution of new site traffic is summarized in Table 4. This was based on current travel patterns, the operational characteristics of the street system and site access. Table 4: Trip Distribution Route & Direction Percent Route (To/From) Prairie Road South of Willow Parkway 40% Half Day Road West of Prairie Road / Main Street 15% East of Prairie Road / Main Street 40% Main Street North of Half Day Road 5% Willow Parkway West of Prairie Road -- Total 100% --Less than 5% Site Traffic Assignment Based on the direction of travel, the site-generated trips were assigned to the roadway network using the site estimated trips listed in Table 3 and the anticipated directional distribution outlined in Table 4. The site vehicular traffic assignment is illustrated on Exhibit 5. 2030 Total Traffic Conditions The site-generated traffic volumes (Exhibit 5) were then added to the 2030 No-Build traffic volumes (Exhibit 4) to develop the 2030 Total traffic volumes. This includes the traffic from the closure of the existing 22745 Prairie Road driveway and a new driveway located on site. The Total traffic volumes for the year 2030 are shown on Exhibit 6. 2.1.b Packet Pg. 88 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 89 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 2.1.b Packet Pg. 90 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 14 Traffic Analysis Auxiliary Lane Analysis The LCDOT Highway Access and Use Ordinance was used to determine the need for a right-turn lane on northbound Prairie Road at the site access under future traffic conditions. Note: A center, painted median is currently present on southbound Prairie Road at the site access and is anticipated to be restriped to provide a left-turn lane. Section 5.3.2 Auxiliary Lane Requirements indicates that a right-turn lane is considered when the criteria illustrated in Table 5.3 is satisfied for a two-lane roadway. Based on the approach and right-turn volumes on Prairie Road, a right- turn lane is not warranted on northbound Prairie Road at the proposed site access under future traffic conditions. However, consideration should be given to installing a right-turn lane at the proposed site access due to driver expectations and continuity along the corridor. A summary of the application of the right- and left-turn lane warrants is provided in Appendix G. Capacity and Queue Analysis A primary result of capacity analysis is the assignment of levels of service to traffic facilities under various traffic flow conditions. The capacity analysis methodology is based on the concepts and procedures in the Transportation Research Board’s (TRB) Highway Capacity Manual (HCM). The concept of level of service (LOS) is defined as a qualitative measure describing operational conditions within a traffic stream and their perception by motorists and/or passengers. A level-of-service definition provides an index to quality of traffic flow in terms of such factors as speed, travel time, freedom to maneuver, traffic interruptions, comfort, convenience and safety. Six levels of service are defined for each type of facility. They are given letter designations from A to F, with LOS A representing the best operating conditions and LOS F the worst. LOS C is often considered acceptable for design purposes and LOS D is usually considered as providing the lower threshold of acceptable operations. Since the level of service of a traffic facility is a function of the traffic flows placed upon it, such a facility may operate at a wide range of levels of service, depending on the time of day, day of week or period of year. A description of the operating condition under each level of service is provided in Table 5. Table 5: Level of Service (LOS) Summary LOS Description Average Control Delay (sec/veh) Signalized Unsignalized A Describes conditions with little to no delay to motorists. ≤ 10 ≤ 10 B Represents a desirable level with relatively low delay to motorists. >10 and ≤ 20 >10 and ≤ 15 C Describes conditions with average delays to motorists. >20 and ≤ 35 >15 and ≤ 25 D Describes operations where the influence of congestion becomes more noticeable. Delays are still within an acceptable range. >35 and ≤ 55 >25 and ≤ 35 E Represents operating conditions with high delay values. This level is often considered within urban settings or for minor streets intersecting major arterial roadways to be the limit of acceptable delay. >55 and ≤ 80 >35 and ≤ 50 F Is considered unacceptable to most drivers with high delay values that often occur when arrival flow rates exceed the capacity of the intersection. >80 >50 Capacity and queue analyses were conducted at all study intersections under Existing, 2030 No-Build and 2030 Total traffic volume conditions through application of the procedures described above. The impact of site-generated traffic can be measured by comparing 2030 No-Build conditions to 2030 Total conditions. The results of the intersection analyses are discussed below and are summarized in Table 6. All analysis worksheets are provided in Appendix H. 2.1.b Packet Pg. 91 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 15 Table 6: Level-of-Service and Queue Analysis Summary Intersection/Peak Hour/Movement Existing 2030 No-Build 2030 Total Delay1 LOS2 Queue3 Delay LOS Queue Delay LOS Queue Half Day Road at Prairie Road and Main Street Weekday AM Half Day Rd EB left-turns 58.2 E 41 58.4 E 42 58.4 E 42 Half Day Rd EB through/right-turns 55.5 E 647 73.3 E 731 73.5 E 732 Half Day Rd WB left-turns >80.0 F 355 >80.0 F 441 >80.0 F 450 Half Day Rd WB through/right-turns 22.7 C 267 23.3 C 290 23.3 C 290 Prairie Rd NB left-turns 22.2 C 24 22.4 C 28 22.5 C 31 Prairie Rd NB throughs 34.8 C 123 36.3 D 146 36.4 D 147 Prairie Rd NB right-turns 19.8 B 340 29.3 C 524 30.3 C 565 Main St SB left-turns 23.3 C 74 23.5 C 78 23.5 C 78 Main St SB through/right-turns 27.6 C 84 29.6 C 98 29.8 C 98 Overall Intersection 45.6 D -- 61.3 E -- 62.4 E -- Weekday PM Half Day Rd EB left-turns 58.5 E 24 58.6 E 25 58.6 E 25 Half Day Rd EB through/right-turns 32.4 C 325 33.6 C 357 33.6 C 358 Half Day Rd WB left-turns >80.0 F 473 >80.0 F 595 >80.0 F 615 Half Day Rd WB through/right-turns 23.6 C 603 25.4 C 680 25.4 C 680 Prairie Rd NB left-turns 29.3 C 86 30.0 C 102 30.1 C 103 Prairie Rd NB throughs 39.1 D 143 41.4 D 172 41.4 D 173 Prairie Rd NB right-turns 3.6 A 50 7.0 A 100 7.3 A 104 Main St SB left-turns 28.0 C 45 28.1 C 47 28.1 C 47 Main St SB through/right-turns 40.6 D 132 42.5 D 156 42.6 D 157 Overall Intersection 36.9 D -- 48.3 D -- 50.3 D -- Prairie Road at Willow Parkway / 22745 Prairie Road & Site Access Weekday AM Willow Pkwy EB approach 17.0 C 18 22.5 C 28 24.0 C 30 Site Access WB approach 12.8 B -- 14.5 B -- 25.7 D 12 Prairie Rd NB left-turns 8.1 A 3 8.3 A 3 8.3 A 3 Prairie Rd SB left-turns 0.0 A -- -- -- -- 9.5 A -- Weekday PM Willow Pkwy EB approach 14.9 B 8 17.8 C 10 18.6 C 10 Site Access WB approach 0.0 A -- 0.0 A -- 20.8 C 5 Prairie Rd NB left-turns 8.4 A 3 8.7 A 3 8.7 A 3 Prairie Rd SB left-turns 8.3 A -- 8.6 A -- 8.7 A -- 1 Average control delay in seconds per vehicle. 2 Level of service. 3 95th percentile queue length in feet per lane. 2.1.b Packet Pg. 92 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 16 Half Day Road at Prairie Road / Main Street Under existing conditions, the signalized intersection of Half Day Road at Prairie Road / Main Street operates at overall LOS “D” during the weekday morning and evening peak hours. There are several movements that operate with capacity constraints at LOS “E/F” during both peak periods. Under future (No-Build and Total) traffic conditions, this intersection is anticipated to operate at overall LOS “E” during the weekday morning peak hour and LOS “D” during the weekday evening peak hour. As previously identified in the SRA Report and the capacity analyses contained herein, improvements are necessary at this intersection to accommodate existing traffic conditions. The proposed site traffic has minimal impact on the intersection operations. Prairie Road at Willow Parkway / Site Access All movements at the Willow Parkway and site acessintersection with Prairie Road are anticipated to operate at acceptable levels of service (at LOS “D” or better) during both peak hours studied under both existing and future traffic conditions. The 95th-percentile queue lengths for exiting movements onto Prairie Road, as well as left-turn entering movements are not expected to exceed one vehicle, which will not impact operations on- or off-site. Future conditions assumed the site access driveway would provide one inbound lane and one outbound lane, operating under Stop sign control. It also assumed that the center median on Prairie Road would be restriped (with widening, as necessary) to provide a southbound left-turn lane, along with the installation of right-turn lane on northbound Prairie Road. Future conditions also included the closure of the existing single-family residence driveway south of the site (22745 Prairie Road) and a new driveway provided within the site; this eliminates conflicts between vehilcles entering and exiting the 22745 residence and vehicles entering the site from the south within the new right-turn lane. 2.1.b Packet Pg. 93 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 17 Parking Analysis Parking Demand Requirements Based on the parking requirements outlined in the Village of Buffalo Grove Code of Ordinance (Section 17.36.040) 82 parking spaces are required for the site. The Village’s parking requirements are summarized in Table 7. Table 7: Village Parking Requirements Use Size Parking Requirement Parking Spaces Required Provided A Townhomes 41 Units 2.0 spaces per dwelling unit 82 187 A 82 garage spaces (2 each per unit), 82 driveway spaces (2 each per unit) and 13 surface parking lot spaces. Parking Demand Projections To project the peak parking demand, BLA referenced the following sources:  ITE Parking Generation 5th Edition and  Urban Land Institute (ULI) Shared Parking, 3rd Edition. ITE Parking Generation The ITE Parking Generation publication provides a compilation of parking demand surveys from across the country for a wide variety of land uses. ITE LUC 221, Multifamily Housing (Mid-Rise), was referenced for the proposed development (see Appendix I). Using the ITE data, Table 8 presents a summary of the projected peak parking demand for the proposed development on a weekday and weekend. Again, to provide a conservative scenario, test the maximum site impacts, the ITE parking generation estimates were not discounted for proximity of the proposed development to transit (located less than 0.5 miles from commuter rail). Table 8: Projected Peak Parking Demand: ITE – Parking Generation Land Use ITE LUC Size Average Peak Parking Demand 85th Percentile Parking Demand Weekday Weekend Weekday Weekend Rate/Unit Spaces Rate/Unit Spaces Rate/Unit Spaces Rate/Unit Spaces Townhomes 221 41 Units 1.31 54 1.22 50 1.47 60 1.33 55 ULI Shared Parking The ULI Shared Parking publication also contains rates for various uses by weekday and weekend. BLA referenced the peak parking demand rates for residential use (see Appendix J) for the proposed development (see Table 9). Table 9: Projected Peak Parking Demand: ULI – Parking Generation Land Use Size Peak Parking Demand Weekday Weekend Visitor (Rate/Unit) Resident (Rate/Unit) Spaces Visitor (Rate/Unit) Resident (Rate/Unit) Spaces Townhomes/3 bedrooms 41 Units 0.10 2.5 107 0.15 2.5 109 Accordingly, the proposed parking supply of 187 spaces (82 garage spaces, 82 driveway spaces and 23 surface parking lot spaces) will be adequate to accommodate the project parking demand for the proposed development. 2.1.b Packet Pg. 94 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Residential Development – Prairie Road and Half Day Road, Buffalo Grove, Illinois Page 18 Conclusions and Recommendations A Traffic Impact Study was performed for the proposed Prairie Point residential development located at the southeast corner of Half Day Road (IL Route 22) and Prairie Road / Main Street in Buffalo Grove, Illinois. Existing and future conditions in the study area have been described, analyzed and evaluated with respect to traffic operations and the planned development. Conclusions and recommendations of this effort are presented below: Conclusions: 1. The existing, approximately 4.3-acre site contains undeveloped land and a single-family residence. Access to the site is provided via one driveway on Prairie Road. 2. The project will include developing the site to provide 41 (3-story, 3-bedroom) townhomes contained within seven (7) buildings. The development will be served by 187 parking spaces: 82 garage spaces, two (2) per unit; 82 driveway spaces, 2 per unit; and 23 surface parking lot spaces. Access to the site is proposed via one full access driveway on Prairie Road, opposite Willow Parkway. No new site access is proposed to Half Day Road. 3. The existing driveway serving the single-family residence at 22745 Prairie Road (to the south of the site) will be closed and a new driveway provided within the site. 4. The site traffic impacts on the existing street system will be minimal. No improvements to the adjacent existing study area intersections are required to accommodate the development traffic. Recommendations: 1. The site access driveway should provide one inbound lane and one outbound lane, operating under Stop sign control. 2. The painted median on Prairie Road should be restriped, along with widening of Prairie Road as needed, to provide a southbound left-turn lane at the site full access, opposite Willow Parkway. 3. Provide a right-turn lane on northbound Prairie Road at the proposed site full access, opposite Willow Parkway. 2.1.b Packet Pg. 95 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendices 2.1.b Packet Pg. 96 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix A Traffic Count Summaries 2.1.b Packet Pg. 97 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 1 - Half Day Rd at Prairie Rd / Main St - Re… - TMC1 - Half Day Rd at Prairie Rd / Main St - Re… - TMC Tue Apr 11, 2023 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1057919, Location: 42.195763, -87.955338 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Main Prairie IL 22 IL 22 Direction Southbound Northbound Eastbound Westbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2023-04-11 7:00AM 9 19 4 0 3232 0 3 20 54 0 7777 0 12 248 1 0 261261 2 18 80 12 0 110110 1 480480 7:15AM 19 18 4 0 4141 0 5 18 98 0 121121 0 6 301 2 0 309309 2 18 127 9 0 154154 0 625625 7:30AM 9 22 5 0 3636 0 4 15 123 0 142142 0 4 253 4 0 261261 0 49 146 5 0 200200 0 639639 7:45AM 19 13 3 0 3535 0 4 38 109 0 151151 0 5 305 10 0 320320 1 53 162 16 0 231231 0 737737 Hourly Total 56 72 16 0 144144 0 16 91 384 0 491491 0 27 1107 17 0 11511151 5 138 515 42 0 695695 1 24812481 8:00AM 29 19 2 0 5050 0 4 27 142 0 173173 0 3 311 8 0 322322 0 50 135 5 0 190190 0 735735 8:15AM 22 12 0 0 3434 0 5 28 120 0 153153 0 7 282 13 0 302302 0 58 180 19 0 257257 0 746746 8:30AM 8 20 5 0 3333 0 6 19 56 0 8181 0 2 254 6 0 262262 0 44 159 12 0 215215 0 591591 8:45AM 14 19 2 0 3535 0 12 15 44 0 7171 0 1 260 8 0 269269 0 22 136 10 0 168168 0 543543 Hourly Total 73 70 9 0 152152 0 27 89 362 0 478478 0 13 1107 35 0 11551155 0 174 610 46 0 830830 0 26152615 4:00PM 9 22 6 0 3737 0 11 26 40 0 7777 1 1 153 6 0 160160 2 58 280 8 0 346346 0 620620 4:15PM 3 20 0 0 2323 0 13 16 59 0 8888 0 0 144 12 0 156156 2 63 240 7 0 310310 0 577577 4:30PM 12 26 5 0 4343 0 16 33 81 0 130130 1 1 160 12 1 174174 7 60 333 10 0 403403 1 750750 4:45PM 5 25 2 0 3232 0 26 28 68 0 122122 0 2 167 11 0 180180 3 84 333 7 0 424424 1 758758 Hourly Total 29 93 13 0 135135 0 66 103 248 0 417417 2 4 624 41 1 670670 14 265 1186 32 0 14831483 2 27052705 5:00PM 13 22 4 0 3939 0 21 32 52 0 105105 0 1 190 16 0 207207 0 77 326 13 0 416416 0 767767 5:15PM 5 23 2 0 3030 0 19 28 60 0 107107 0 4 175 12 0 191191 0 68 307 15 1 391391 0 719719 5:30PM 12 28 12 2 5454 0 21 30 67 0 118118 0 1 166 16 0 183183 2 64 302 18 0 384384 0 739739 5:45PM 10 19 5 0 3434 0 13 36 68 0 117117 0 1 139 7 0 147147 7 61 241 15 0 317317 0 615615 Hourly Total 40 92 23 2 157157 0 74 126 247 0 447447 0 7 670 51 0 728728 9 270 1176 61 1 15081508 0 28402840 TotalTotal 198 327 61 2 588588 0 183 409 1241 0 18331833 2 51 3508 144 1 37043704 28 847 3487 181 1 45164516 3 1064110641 % Approach% Approach 33.7% 55.6% 10.4% 0.3% ---10.0% 22.3% 67.7% 0% ---1.4% 94.7% 3.9% 0% ---18.8% 77.2% 4.0% 0% ---- % Total% Total 1.9% 3.1% 0.6% 0% 5.5%5.5%-1.7% 3.8% 11.7% 0% 17.2%17.2%-0.5% 33.0% 1.4% 0% 34.8%34.8%-8.0% 32.8% 1.7% 0% 42.4%42.4%-- LightsLights 194 318 57 2 571571 -175 405 1219 0 17991799 -48 3423 141 1 36133613 -834 3409 177 1 44214421 -10404 % Lights% Lights 98.0% 97.2% 93.4% 100% 97.1%97.1%-95.6% 99.0% 98.2% 0% 98.1%98.1%-94.1% 97.6% 97.9% 100% 97.5%97.5%-98.5% 97.8% 97.8% 100% 97.9%97.9%-97.8% Articulated TrucksArticulated Trucks 0 0 0 0 00 -0 0 4 0 44 -1 33 0 0 3434 -3 24 1 0 2828 -66 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0% 0%0%-0% 0% 0.3% 0% 0.2%0.2%-2.0% 0.9% 0% 0% 0.9%0.9%-0.4% 0.7% 0.6% 0% 0.6%0.6%-0.6% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 4 9 4 0 1717 -8 4 18 0 3030 -2 52 3 0 5757 -10 54 3 0 6767 -171 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 2.0% 2.8% 6.6% 0% 2.9%2.9%-4.4% 1.0% 1.5% 0% 1.6%1.6%-3.9% 1.5% 2.1% 0% 1.5%1.5%-1.2% 1.5% 1.7% 0% 1.5%1.5%-1.6% Pedestrians - - - - - 0 - - - - - 1 - - - - - 26 - - - - - 2 % Pedestrians - - - - - - - - - - - 50.0% - - - - - 92.9% - - - - - 66.7% - Bicycles on Crosswalk - - - - - 0 - - - - - 1 - - - - - 2 - - - - - 1 % Bicycles on Crosswalk - - - - - - - - - - - 50.0% - - - - - 7.1% - - - - - 33.3% - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn Appendix A - Page 1 2.1.b Packet Pg. 98 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 1 - Half Day Rd at Prairie Rd / Main St - Re… - TMC1 - Half Day Rd at Prairie Rd / Main St - Re… - TMC Tue Apr 11, 2023 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1057919, Location: 42.195763, -87.955338 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Main Prairie IL 22 IL 22 Direction Southbound Northbound Eastbound Westbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2023-04-11 7:30AM 9 22 5 0 3636 0 4 15 123 0 142142 0 4 253 4 0 261261 0 49 146 5 0 200200 0 639639 7:45AM 19 13 3 0 3535 0 4 38 109 0 151151 0 5 305 10 0 320320 1 53 162 16 0 231231 0 737737 8:00AM 29 19 2 0 5050 0 4 27 142 0 173173 0 3 311 8 0 322322 0 50 135 5 0 190190 0 735735 8:15AM 22 12 0 0 3434 0 5 28 120 0 153153 0 7 282 13 0 302302 0 58 180 19 0 257257 0 746746 TotalTotal 79 66 10 0 155155 0 17 108 494 0 619619 0 19 1151 35 0 12051205 1 210 623 45 0 878878 0 28572857 % Approach% Approach 51.0% 42.6% 6.5% 0% ---2.7% 17.4% 79.8% 0% ---1.6% 95.5% 2.9% 0% ---23.9% 71.0% 5.1% 0% ---- % Total% Total 2.8% 2.3% 0.4% 0% 5.4%5.4%-0.6% 3.8% 17.3% 0% 21.7%21.7%-0.7% 40.3% 1.2% 0% 42.2%42.2%-7.4% 21.8% 1.6% 0% 30.7%30.7%-- PHFPHF 0.681 0.750 0.500 - 0.7750.775 -0.850 0.711 0.870 - 0.8950.895 -0.679 0.925 0.673 - 0.9360.936 -0.905 0.865 0.592 - 0.8540.854 -0.957 LightsLights 78 61 8 0 147147 -13 106 483 0 602602 -17 1129 34 0 11801180 -206 599 44 0 849849 -2778 % Lights% Lights 98.7% 92.4% 80.0% 0% 94.8%94.8%-76.5% 98.1% 97.8% 0% 97.3%97.3%-89.5% 98.1% 97.1% 0% 97.9%97.9%-98.1% 96.1% 97.8% 0% 96.7%96.7%-97.2% Articulated TrucksArticulated Trucks 0 0 0 0 00 -0 0 0 0 00 -1 7 0 0 88 -1 5 0 0 66 -14 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0% 0%0%-0% 0% 0% 0% 0%0%-5.3% 0.6% 0% 0% 0.7%0.7%-0.5% 0.8% 0% 0% 0.7%0.7%-0.5% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 1 5 2 0 88 -4 2 11 0 1717 -1 15 1 0 1717 -3 19 1 0 2323 -65 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 1.3% 7.6% 20.0% 0% 5.2%5.2%-23.5% 1.9% 2.2% 0% 2.7%2.7%-5.3% 1.3% 2.9% 0% 1.4%1.4%-1.4% 3.0% 2.2% 0% 2.6%2.6%-2.3% Pedestrians - - - - - 0 - - - - - 0 - - - - - 1 - - - - - 0 % Pedestrians - - - - - - - - - - - - - - - - - 100% - - - - - - - Bicycles on Crosswalk - - - - - 0 - - - - - 0 - - - - - 0 - - - - - 0 % Bicycles on Crosswalk - - - - - - - - - - - - - - - - - 0% - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn Appendix A - Page 2 2.1.b Packet Pg. 99 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 1 - Half Day Rd at Prairie Rd / Main St - Re… - TMC1 - Half Day Rd at Prairie Rd / Main St - Re… - TMC Tue Apr 11, 2023 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1057919, Location: 42.195763, -87.955338 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Main Prairie IL 22 IL 22 Direction Southbound Northbound Eastbound Westbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2023-04-11 4:30PM 12 26 5 0 4343 0 16 33 81 0 130130 1 1 160 12 1 174174 7 60 333 10 0 403403 1 750750 4:45PM 5 25 2 0 3232 0 26 28 68 0 122122 0 2 167 11 0 180180 3 84 333 7 0 424424 1 758758 5:00PM 13 22 4 0 3939 0 21 32 52 0 105105 0 1 190 16 0 207207 0 77 326 13 0 416416 0 767767 5:15PM 5 23 2 0 3030 0 19 28 60 0 107107 0 4 175 12 0 191191 0 68 307 15 1 391391 0 719719 TotalTotal 35 96 13 0 144144 0 82 121 261 0 464464 1 8 692 51 1 752752 10 289 1299 45 1 16341634 2 29942994 % Approach% Approach 24.3% 66.7% 9.0% 0% ---17.7% 26.1% 56.3% 0% ---1.1% 92.0% 6.8% 0.1% ---17.7% 79.5% 2.8% 0.1% ---- % Total% Total 1.2% 3.2% 0.4% 0% 4.8%4.8%-2.7% 4.0% 8.7% 0% 15.5%15.5%-0.3% 23.1% 1.7% 0% 25.1%25.1%-9.7% 43.4% 1.5% 0% 54.6%54.6%-- PHFPHF 0.673 0.923 0.650 - 0.8370.837 -0.788 0.917 0.806 - 0.8920.892 -0.500 0.911 0.797 0.250 0.9080.908 -0.860 0.975 0.750 0.250 0.9630.963 -0.976 LightsLights 35 96 13 0 144144 -82 120 258 0 460460 -8 679 49 1 737737 -286 1288 45 1 16201620 -2961 % Lights% Lights 100% 100% 100% 0% 100%100%-100% 99.2% 98.9% 0% 99.1%99.1%-100% 98.1% 96.1% 100% 98.0%98.0%-99.0% 99.2% 100% 100% 99.1%99.1%-98.9% Articulated TrucksArticulated Trucks 0 0 0 0 00 -0 0 2 0 22 -0 8 0 0 88 -0 5 0 0 55 -15 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0% 0%0%-0% 0% 0.8% 0% 0.4%0.4%-0% 1.2% 0% 0% 1.1%1.1%-0% 0.4% 0% 0% 0.3%0.3%-0.5% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 0 0 0 0 00 -0 1 1 0 22 -0 5 2 0 77 -3 6 0 0 99 -18 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 0% 0% 0% 0% 0%0%-0% 0.8% 0.4% 0% 0.4%0.4%-0% 0.7% 3.9% 0% 0.9%0.9%-1.0% 0.5% 0% 0% 0.6%0.6%-0.6% Pedestrians - - - - - 0 - - - - - 0 - - - - - 8 - - - - - 2 % Pedestrians - - - - - - - - - - - 0% - - - - - 80.0% - - - - - 100% - Bicycles on Crosswalk - - - - - 0 - - - - - 1 - - - - - 2 - - - - - 0 % Bicycles on Crosswalk - - - - - - - - - - - 100% - - - - - 20.0% - - - - - 0% - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn Appendix A - Page 3 2.1.b Packet Pg. 100 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Prairie Rd at Willow Pkwy - TMCPrairie Rd at Willow Pkwy - TMC Tue Apr 11, 2023 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 1054038, Location: 42.193827, -87.95536 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Willow Pkwy Prairie Rd Prairie Rd Direction Eastbound Northbound Southbound Time L R U AppApp Ped*L T U AppApp Ped*T R U AppApp Ped*IntInt 2023-04-11 7:00AM 5 3 0 88 1 0 71 0 7171 0 41 1 0 4242 0 121121 7:15AM 2 5 0 77 1 1 118 0 119119 0 35 2 0 3737 0 163163 7:30AM 7 12 0 1919 1 3 136 0 139139 0 71 1 1 7373 0 231231 7:45AM 5 11 0 1616 0 9 145 0 154154 0 74 1 0 7575 0 245245 Hourly Total 19 31 0 5050 3 13 470 0 483483 0 221 5 1 227227 0 760760 8:00AM 5 12 0 1717 1 8 175 0 183183 0 76 1 0 7777 0 277277 8:15AM 5 8 0 1313 1 1 147 0 148148 0 81 3 0 8484 0 245245 8:30AM 7 11 0 1818 0 1 71 0 7272 0 65 1 0 6666 0 156156 8:45AM 5 6 0 1111 0 2 66 0 6868 0 46 2 0 4848 0 127127 Hourly Total 22 37 0 5959 2 12 459 0 471471 0 268 7 0 275275 0 805805 4:00PM 1 6 0 77 3 8 76 0 8484 0 81 1 0 8282 0 173173 4:15PM 1 6 0 77 4 8 82 0 9090 0 98 4 0 102102 0 199199 4:30PM 1 10 0 1111 5 2 126 0 128128 0 100 3 0 103103 0 242242 4:45PM 3 1 0 44 7 4 119 0 123123 0 110 3 0 113113 0 240240 Hourly Total 6 23 0 2929 19 22 403 0 425425 0 389 11 0 400400 0 854854 5:00PM 3 5 0 88 2 8 105 0 113113 0 112 5 0 117117 0 238238 5:15PM 2 9 0 1111 5 3 100 0 103103 0 109 3 0 112112 0 226226 5:30PM 4 4 0 88 5 5 110 0 115115 0 107 5 0 112112 0 235235 5:45PM 4 7 0 1111 5 9 109 0 118118 0 84 4 0 8888 0 217217 Hourly Total 13 25 0 3838 17 25 424 0 449449 0 412 17 0 429429 0 916916 TotalTotal 60 116 0 176176 41 72 1756 0 18281828 0 1290 40 1 13311331 0 33353335 % Approach% Approach 34.1% 65.9% 0% ---3.9% 96.1% 0% ---96.9% 3.0% 0.1% ---- % Total% Total 1.8% 3.5% 0% 5.3%5.3%-2.2% 52.7% 0% 54.8%54.8%-38.7% 1.2% 0% 39.9%39.9%-- LightsLights 59 109 0 168168 -71 1718 0 17891789 -1264 40 1 13051305 -3262 % Lights% Lights 98.3% 94.0% 0% 95.5%95.5%-98.6% 97.8% 0% 97.9%97.9%-98.0% 100% 100% 98.0%98.0%-97.8% Articulated TrucksArticulated Trucks 0 0 0 00 -0 3 0 33 -2 0 0 22 -5 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0%0%-0% 0.2% 0% 0.2%0.2%-0.2% 0% 0% 0.2%0.2%-0.1% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 1 7 0 88 -1 35 0 3636 -24 0 0 2424 -68 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 1.7% 6.0% 0% 4.5%4.5%-1.4% 2.0% 0% 2.0%2.0%-1.9% 0% 0% 1.8%1.8%-2.0% Pedestrians - - - - 41 - - - - 0 - - - - 0 % Pedestrians - - - - 100% - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn Appendix A - Page 4 2.1.b Packet Pg. 101 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Prairie Rd at Willow Pkwy - TMCPrairie Rd at Willow Pkwy - TMC Tue Apr 11, 2023 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 1054038, Location: 42.193827, -87.95536 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Willow Pkwy Prairie Rd Prairie Rd Direction Eastbound Northbound Southbound Time L R U AppApp Ped*L T U AppApp Ped*T R U AppApp Ped*IntInt 2023-04-11 7:30AM 7 12 0 1919 1 3 136 0 139139 0 71 1 1 7373 0 231231 7:45AM 5 11 0 1616 0 9 145 0 154154 0 74 1 0 7575 0 245245 8:00AM 5 12 0 1717 1 8 175 0 183183 0 76 1 0 7777 0 277277 8:15AM 5 8 0 1313 1 1 147 0 148148 0 81 3 0 8484 0 245245 TotalTotal 22 43 0 6565 3 21 603 0 624624 0 302 6 1 309309 0 998998 % Approach% Approach 33.8% 66.2% 0% ---3.4% 96.6% 0% ---97.7% 1.9% 0.3% ---- % Total% Total 2.2% 4.3% 0% 6.5%6.5%-2.1% 60.4% 0% 62.5%62.5%-30.3% 0.6% 0.1% 31.0%31.0%-- PHFPHF 0.786 0.896 - 0.8550.855 -0.583 0.861 - 0.8520.852 -0.932 0.500 0.250 0.9200.920 -0.901 LightsLights 21 41 0 6262 -20 583 0 603603 -294 6 1 301301 -966 % Lights% Lights 95.5% 95.3% 0% 95.4%95.4%-95.2% 96.7% 0% 96.6%96.6%-97.4% 100% 100% 97.4%97.4%-96.8% Articulated TrucksArticulated Trucks 0 0 0 00 -0 0 0 00 -0 0 0 00 -0 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% 0% 0% 0%0%-0% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 1 2 0 33 -1 20 0 2121 -8 0 0 88 -32 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 4.5% 4.7% 0% 4.6%4.6%-4.8% 3.3% 0% 3.4%3.4%-2.6% 0% 0% 2.6%2.6%-3.2% Pedestrians - - - - 3 - - - - 0 - - - - 0 % Pedestrians - - - - 100% - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn Appendix A - Page 5 2.1.b Packet Pg. 102 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Prairie Rd at Willow Pkwy - TMCPrairie Rd at Willow Pkwy - TMC Tue Apr 11, 2023 PM Peak (4:30 PM - 5:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 1054038, Location: 42.193827, -87.95536 Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg Willow Pkwy Prairie Rd Prairie Rd Direction Eastbound Northbound Southbound Time L R U AppApp Ped*L T U AppApp Ped*T R U AppApp Ped*IntInt 2023-04-11 4:30PM 1 10 0 1111 5 2 126 0 128128 0 100 3 0 103103 0 242242 4:45PM 3 1 0 44 7 4 119 0 123123 0 110 3 0 113113 0 240240 5:00PM 3 5 0 88 2 8 105 0 113113 0 112 5 0 117117 0 238238 5:15PM 2 9 0 1111 5 3 100 0 103103 0 109 3 0 112112 0 226226 TotalTotal 9 25 0 3434 19 17 450 0 467467 0 431 14 0 445445 0 946946 % Approach% Approach 26.5% 73.5% 0% ---3.6% 96.4% 0% ---96.9% 3.1% 0% ---- % Total% Total 1.0% 2.6% 0% 3.6%3.6%-1.8% 47.6% 0% 49.4%49.4%-45.6% 1.5% 0% 47.0%47.0%-- PHFPHF 0.750 0.625 - 0.7730.773 -0.531 0.893 - 0.9120.912 -0.962 0.700 - 0.9510.951 -0.977 LightsLights 9 23 0 3232 -17 447 0 464464 -426 14 0 440440 -936 % Lights% Lights 100% 92.0% 0% 94.1%94.1%-100% 99.3% 0% 99.4%99.4%-98.8% 100% 0% 98.9%98.9%-98.9% Articulated TrucksArticulated Trucks 0 0 0 00 -0 1 0 11 -1 0 0 11 -2 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0%0%-0% 0.2% 0% 0.2%0.2%-0.2% 0% 0% 0.2%0.2%-0.2% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 2 0 22 -0 2 0 22 -4 0 0 44 -8 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 8.0% 0% 5.9%5.9%-0% 0.4% 0% 0.4%0.4%-0.9% 0% 0% 0.9%0.9%-0.8% Pedestrians - - - - 19 - - - - 0 - - - - 0 % Pedestrians - - - - 100% - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn Appendix A - Page 6 2.1.b Packet Pg. 103 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix B CMAP Traffic Volume Projections 2.1.b Packet Pg. 104 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) April 6, 2023 Lynn M. Means, P.E., PTOE, RSP1 Senior Transportation Engineer BLA, Inc. 333 Pierce Road Suite 200 Itasca, IL 60143 Subject: IL 22 (Half Day Road) @ Prairie Road IDOT Dear Ms. Means: In response to a request made on your behalf and dated April 4, 2023, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT IL 22 Half Day Rd from Buffalo Grove Rd to Prairie Rd 19,100 24,100 IL 22 Half Day Rd from Prairie Rd to Milwaukee Ave 17,800 22,400 Prairie Ave from IL 22 Half Day Rd to Aptakisic Rd 7,450 9,400 Traffic projections are developed using existing ADT data provided in the request letter and the results from the October 2022 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) 2023_TrafficForecasts\BuffaloGrove\la-12-23\la-12-23.docx Appendix B - Page 1 2.1.b Packet Pg. 105 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix C SRA Excerpts 2.1.b Packet Pg. 106 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix C - Page 1 2.1.b Packet Pg. 107 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix C - Page 2 2.1.b Packet Pg. 108 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix D Site Plan 2.1.b Packet Pg. 109 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix D - Page 1 2.1.b Packet Pg. 110 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix E ITE Trip Generation Excerpts 2.1.b Packet Pg. 111 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix E - Page 1 2.1.b Packet Pg. 112 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix E - Page 2 2.1.b Packet Pg. 113 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix E - Page 3 2.1.b Packet Pg. 114 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix E - Page 4 2.1.b Packet Pg. 115 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix E - Page 5 2.1.b Packet Pg. 116 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix F US Census Data 2.1.b Packet Pg. 117 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Co r n e r s i t e T o w n h o m e D e v e l o p m e n t – P r a i r i e R o a d , B u f f a l o G r o v e , I L US C e n s u s T r a c t M a p Si t e Appendix F - Page 1 2.1.b Packet Pg. 118 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix F - Page 2 2.1.b Packet Pg. 119 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix F - Page 3 2.1.b Packet Pg. 120 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix G Auxiliary Lane Warrant Analysis 2.1.b Packet Pg. 121 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Right-Turn Lane Warrant Analysis Appendix G - Page 1 Prairie Road (Northbound) at Site Access Alternative / Timeframe Speed Limit Advancing Volume No. Right-Turns Satisfied? 2030 Total Traffic AM Peak 40 760 4 No PM Peak 579 10 No 2.1.b Packet Pg. 122 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix H Capacity Analysis Worksheets 2.1.b Packet Pg. 123 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings Existing Conditions 3: Prairie Rd & Half Day Rd Weekday AM 23 EX.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)19 1151 35 210 623 45 17 109 500 79 66 10 Future Volume (vph)19 1151 35 210 623 45 17 109 500 79 66 10 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)170 0 350 0 160 405 105 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)150 180 125 225 Satd. Flow (prot)1641 3524 0 1770 3441 0 1456 1863 1583 1787 1693 0 Flt Permitted 0.950 0.950 0.705 0.624 Satd. Flow (perm)1641 3524 0 1770 3441 0 1079 1863 1583 1174 1693 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)3 7 196 6 Link Speed (mph)35 35 40 30 Link Distance (ft)734 923 756 618 Travel Time (s)14.3 18.0 12.9 14.0 Confl. Peds. (#/hr)1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 10% 2% 3% 2% 4% 2% 24% 2% 2% 1% 8% 20% Shared Lane Traffic (%) Lane Group Flow (vph) 20 1249 0 221 703 0 18 115 526 83 80 0 Turn Type Prot NA Prot NA pm+pt NA pm+ov pm+pt NA Protected Phases 5 2 1 6 38174 Permitted Phases 8 8 4 Detector Phase 5 2 1 6 38174 Switch Phase Minimum Initial (s)3.0 15.0 3.0 15.0 3.0 8.0 3.0 3.0 8.0 Minimum Split (s)7.5 38.0 7.5 36.0 6.5 14.0 7.5 6.5 47.0 Total Split (s)18.0 50.0 18.0 50.0 18.0 34.0 18.0 18.0 34.0 Total Split (%)15.0% 41.7% 15.0% 41.7% 15.0% 28.3% 15.0% 15.0% 28.3% Yellow Time (s)3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All-Red Time (s)1.0 2.0 1.0 2.0 0.0 2.0 1.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 6.0 4.5 6.0 3.5 6.0 4.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None Max None None Max Act Effct Green (s) 7.0 44.0 13.5 56.8 43.3 35.5 55.0 48.4 41.6 Actuated g/C Ratio 0.06 0.37 0.11 0.47 0.36 0.30 0.46 0.40 0.35 v/c Ratio 0.21 0.97 1.11 0.43 0.04 0.21 0.63 0.16 0.14 Control Delay 58.2 55.5 145.3 22.7 22.2 34.8 19.8 23.3 27.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.2 55.5 145.3 22.7 22.2 34.8 19.8 23.3 27.6 LOS E E F C C C B C C Approach Delay 55.5 52.1 22.5 25.4 Approach LOS E D C C Queue Length 50th (ft) 15 494 ~196 166 8 68 197 40 37 Queue Length 95th (ft) 41 #647 #355 267 24 123 340 74 84 Internal Link Dist (ft)654 843 676 538 Turn Bay Length (ft) 170 350 160 405 105 Appendix H - Page 1 2.1.b Packet Pg. 124 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings Existing Conditions 3: Prairie Rd & Half Day Rd Weekday AM 23 EX.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Base Capacity (vph) 184 1294 199 1633 479 550 831 548 591 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.11 0.97 1.11 0.43 0.04 0.21 0.63 0.15 0.14 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 53 (44%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 45.6 Intersection LOS: D Intersection Capacity Utilization 92.5%ICU Level of Service F 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. Splits and Phases: 3: Prairie Rd & Half Day Rd Appendix H - Page 2 2.1.b Packet Pg. 125 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) HCM 6th TWSC Existing Conditions 6: Prairie Rd & Willow Pkwy/22745 Prairie Weekday AM 23 EX.syn Synchro 11 Report BLA - LMM Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 0 43 0 0 1 21 603 0 0 305 6 Future Vol, veh/h 22 0 43 0 0 1 21 603 0 0 305 6 Conflicting Peds, #/hr 0 00000300003 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------155----115 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 4 25000530030 Mvmt Flow 24 0 48 0 0 1 23 670 0 0 339 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1059 1058 342 1083 1065 670 349 0 0 670 0 0 Stage 1 342 342 - 716 716 ------- Stage 2 717 716 - 367 349 ------- Critical Hdwy 7.14 6.52 6.25 7.1 6.5 6.2 4.15 - - 4.1 - - Critical Hdwy Stg 1 6.14 5.52 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.14 5.52 - 6.1 5.5 ------- Follow-up Hdwy 3.536 4.018 3.345 3.5 4 3.3 2.245 - - 2.2 - - Pot Cap-1 Maneuver 200 225 694 197 224 460 1193 - - 930 - - Stage 1 669 638 - 424 437 ------- Stage 2 418 434 - 657 637 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 196 220 692 181 219 460 1190 - - 930 - - Mov Cap-2 Maneuver 196 220 - 181 219 ------- Stage 1 654 636 - 416 429 ------- Stage 2 409 426 - 612 635 ------- Approach EB WB NB SB HCM Control Delay, s 17 12.8 0.3 0 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1190 - - 373 460 930 - - HCM Lane V/C Ratio 0.02 - - 0.194 0.002 - - - HCM Control Delay (s) 8.1 - - 17 12.8 0 - - HCM Lane LOS A - - C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.7 0 0 - - Appendix H - Page 3 2.1.b Packet Pg. 126 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings Existing Conditions 3: Prairie Rd & Half Day Rd Weekday PM 23 EX.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)8 692 52 296 1299 45 82 121 261 35 98 13 Future Volume (vph)8 692 52 296 1299 45 82 121 261 35 98 13 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)170 0 350 0 160 405 105 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)150 180 125 225 Satd. Flow (prot)1805 3490 0 1787 3558 0 1805 1881 1599 1805 1861 0 Flt Permitted 0.950 0.950 0.597 0.676 Satd. Flow (perm)1805 3490 0 1786 3558 0 1125 1881 1577 1283 1861 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)7 4 275 5 Link Speed (mph)35 35 30 30 Link Distance (ft)734 923 756 618 Travel Time (s)14.3 18.0 17.2 14.0 Confl. Peds. (#/hr)1 1 10 2 2 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)0% 2% 4% 1% 1% 0% 0% 1% 1% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 8 783 0 312 1414 0 86 127 275 37 117 0 Turn Type Prot NA Prot NA pm+pt NA pm+ov pm+pt NA Protected Phases 5 2 1 6 38174 Permitted Phases 8 8 4 Detector Phase 5 2 1 6 38174 Switch Phase Minimum Initial (s)3.0 15.0 3.0 15.0 3.0 8.0 3.0 3.0 8.0 Minimum Split (s)7.5 38.0 7.5 36.0 6.5 14.0 7.5 6.5 47.0 Total Split (s)14.0 54.0 24.0 64.0 14.0 26.0 24.0 21.0 33.0 Total Split (%)11.2% 43.2% 19.2% 51.2% 11.2% 20.8% 19.2% 16.8% 26.4% Yellow Time (s)3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All-Red Time (s)1.0 2.0 1.0 2.0 0.0 2.0 1.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 6.0 4.5 6.0 3.5 6.0 4.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None Max None None Max Act Effct Green (s) 6.2 48.0 19.5 69.6 42.6 34.0 55.0 38.2 28.4 Actuated g/C Ratio 0.05 0.38 0.16 0.56 0.34 0.27 0.44 0.31 0.23 v/c Ratio 0.09 0.58 1.12 0.71 0.20 0.25 0.32 0.09 0.27 Control Delay 58.5 32.4 138.7 23.6 29.3 39.1 3.6 28.0 40.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.5 32.4 138.7 23.6 29.3 39.1 3.6 28.0 40.6 LOS EC FC CDACD Approach Delay 32.7 44.4 17.3 37.6 Approach LOS C D B D Queue Length 50th (ft) 6 259 ~290 402 47 84 0 20 75 Queue Length 95th (ft) 24 325 #473 603 86 143 50 45 132 Internal Link Dist (ft)654 843 676 538 Turn Bay Length (ft) 170 350 160 405 105 Appendix H - Page 4 2.1.b Packet Pg. 127 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings Existing Conditions 3: Prairie Rd & Half Day Rd Weekday PM 23 EX.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Base Capacity (vph) 137 1344 278 1984 442 511 851 519 427 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.06 0.58 1.12 0.71 0.19 0.25 0.32 0.07 0.27 Intersection Summary Area Type:Other Cycle Length: 125 Actuated Cycle Length: 125 Offset: 9 (7%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 36.9 Intersection LOS: D Intersection Capacity Utilization 91.0%ICU Level of Service E 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. Splits and Phases: 3: Prairie Rd & Half Day Rd Appendix H - Page 5 2.1.b Packet Pg. 128 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) HCM 6th TWSC Existing Conditions 6: Prairie Rd & Willow Pkwy/22745 Prairie Weekday PM 23 EX.syn Synchro 11 Report BLA - LMM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 0 25 0 0 0 17 455 0 1 431 14 Future Vol, veh/h 9 0 25 0 0 0 17 455 0 1 431 14 Conflicting Peds, #/hr 0 0000019000019 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------155----115 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 28000010010 Mvmt Flow 9 0 26 0 0 0 18 479 0 1 454 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 990 990 473 992 1005 479 488 0 0 479 0 0 Stage 1 475 475 - 515 515 ------- Stage 2 515 515 - 477 490 ------- Critical Hdwy 7.1 6.52 6.28 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.52 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.52 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4.018 3.372 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 227 246 579 227 243 591 1086 - - 1094 - - Stage 1 574 557 - 546 538 ------- Stage 2 546 535 - 573 552 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 220 237 569 214 234 591 1066 - - 1094 - - Mov Cap-2 Maneuver 220 237 - 214 234 ------- Stage 1 554 546 - 537 529 ------- Stage 2 537 526 - 546 542 ------- Approach EB WB NB SB HCM Control Delay, s 14.9 0 0.3 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1066 - - 401 - 1094 - - HCM Lane V/C Ratio 0.017 - - 0.089 - 0.001 - - HCM Control Delay (s) 8.4 - - 14.9 0 8.3 0 - HCM Lane LOS A - -BAAA - HCM 95th %tile Q(veh) 0.1 - - 0.3 - 0 - - Appendix H - Page 6 2.1.b Packet Pg. 129 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings 20230 NoBuild 3: Prairie Rd & Half Day Rd Weekday AM 30 NB.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)20 1234 42 254 668 48 21 132 605 85 80 11 Future Volume (vph)20 1234 42 254 668 48 21 132 605 85 80 11 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)170 0 350 0 160 405 105 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)150 180 125 225 Satd. Flow (prot)1641 3520 0 1770 3441 0 1456 1863 1583 1787 1699 0 Flt Permitted 0.950 0.950 0.695 0.587 Satd. Flow (perm)1641 3520 0 1770 3441 0 1064 1863 1583 1104 1699 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)3 7 186 6 Link Speed (mph)35 35 40 30 Link Distance (ft)734 923 756 618 Travel Time (s)14.3 18.0 12.9 14.0 Confl. Peds. (#/hr)1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 10% 2% 3% 2% 4% 2% 24% 2% 2% 1% 8% 20% Shared Lane Traffic (%) Lane Group Flow (vph) 21 1343 0 267 754 0 22 139 637 89 96 0 Turn Type Prot NA Prot NA pm+pt NA pm+ov pm+pt NA Protected Phases 5 2 1 6 38174 Permitted Phases 8 8 4 Detector Phase 5 2 1 6 38174 Switch Phase Minimum Initial (s)3.0 15.0 3.0 15.0 3.0 8.0 3.0 3.0 8.0 Minimum Split (s)7.5 38.0 7.5 36.0 6.5 14.0 7.5 6.5 47.0 Total Split (s)18.0 50.0 18.0 50.0 18.0 34.0 18.0 18.0 34.0 Total Split (%)15.0% 41.7% 15.0% 41.7% 15.0% 28.3% 15.0% 15.0% 28.3% Yellow Time (s)3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All-Red Time (s)1.0 2.0 1.0 2.0 0.0 2.0 1.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 6.0 4.5 6.0 3.5 6.0 4.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None Max None None Max Act Effct Green (s) 7.1 44.0 13.5 56.8 42.4 33.3 52.8 48.3 39.5 Actuated g/C Ratio 0.06 0.37 0.11 0.47 0.35 0.28 0.44 0.40 0.33 v/c Ratio 0.22 1.04 1.34 0.46 0.06 0.27 0.80 0.18 0.17 Control Delay 58.4 73.3 224.5 23.3 22.4 36.3 29.3 23.5 29.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.4 73.3 224.5 23.3 22.4 36.3 29.3 23.5 29.6 LOS EE FC CDCCC Approach Delay 73.1 75.9 30.3 26.7 Approach LOS E E C C Queue Length 50th (ft) 16 ~591 ~270 181 10 84 308 43 52 Queue Length 95th (ft) 42 #731 #441 290 28 146 #524 78 98 Internal Link Dist (ft)654 843 676 538 Turn Bay Length (ft) 170 350 160 405 105 Appendix H - Page 7 2.1.b Packet Pg. 130 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings 20230 NoBuild 3: Prairie Rd & Half Day Rd Weekday AM 30 NB.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Base Capacity (vph) 184 1292 199 1632 475 516 800 528 563 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.11 1.04 1.34 0.46 0.05 0.27 0.80 0.17 0.17 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 53 (44%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.34 Intersection Signal Delay: 61.3 Intersection LOS: E Intersection Capacity Utilization 104.1%ICU Level of Service G 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. Splits and Phases: 3: Prairie Rd & Half Day Rd Appendix H - Page 8 2.1.b Packet Pg. 131 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) HCM 6th TWSC 20230 NoBuild 6: Prairie Rd & Willow Pkwy/22745 Prairie Weekday AM 30 NB.syn Synchro 11 Report BLA - LMM Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 0 46 0 0 1 23 733 0 0 370 6 Future Vol, veh/h 24 0 46 0 0 1 23 733 0 0 370 6 Conflicting Peds, #/hr 0 00000300003 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------155----115 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 4 25000530030 Mvmt Flow 27 0 51 0 0 1 26 814 0 0 411 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1281 1280 414 1306 1287 814 421 0 0 814 0 0 Stage 1 414 414 - 866 866 ------- Stage 2 867 866 - 440 421 ------- Critical Hdwy 7.14 6.52 6.25 7.1 6.5 6.2 4.15 - - 4.1 - - Critical Hdwy Stg 1 6.14 5.52 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.14 5.52 - 6.1 5.5 ------- Follow-up Hdwy 3.536 4.018 3.345 3.5 4 3.3 2.245 - - 2.2 - - Pot Cap-1 Maneuver 141 166 632 138 166 381 1122 - - 822 - - Stage 1 612 593 - 351 373 ------- Stage 2 345 370 - 600 592 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 138 162 630 125 162 381 1119 - - 822 - - Mov Cap-2 Maneuver 138 162 - 125 162 ------- Stage 1 596 591 - 343 364 ------- Stage 2 336 361 - 551 590 ------- Approach EB WB NB SB HCM Control Delay, s 22.5 14.5 0.3 0 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1119 - - 283 381 822 - - HCM Lane V/C Ratio 0.023 - - 0.275 0.003 - - - HCM Control Delay (s) 8.3 - - 22.5 14.5 0 - - HCM Lane LOS A - - C B A - - HCM 95th %tile Q(veh) 0.1 - - 1.1 0 0 - - Appendix H - Page 9 2.1.b Packet Pg. 132 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings 2030 NoBuild 3: Prairie Rd & Half Day Rd Weekday PM 30 NB.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)9 742 63 358 1393 48 99 146 316 38 119 14 Future Volume (vph)9 742 63 358 1393 48 99 146 316 38 119 14 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)170 0 350 0 160 405 105 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)150 180 125 225 Satd. Flow (prot)1805 3485 0 1787 3558 0 1805 1881 1599 1805 1865 0 Flt Permitted 0.950 0.950 0.556 0.659 Satd. Flow (perm)1805 3485 0 1786 3558 0 1048 1881 1577 1250 1865 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)8 4 262 4 Link Speed (mph)35 35 30 30 Link Distance (ft)734 923 756 618 Travel Time (s)14.3 18.0 17.2 14.0 Confl. Peds. (#/hr)1 1 10 2 2 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)0% 2% 4% 1% 1% 0% 0% 1% 1% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 9 847 0 377 1517 0 104 154 333 40 140 0 Turn Type Prot NA Prot NA pm+pt NA pm+ov pm+pt NA Protected Phases 5 2 1 6 38174 Permitted Phases 8 8 4 Detector Phase 5 2 1 6 38174 Switch Phase Minimum Initial (s)3.0 15.0 3.0 15.0 3.0 8.0 3.0 3.0 8.0 Minimum Split (s)7.5 38.0 7.5 36.0 6.5 14.0 7.5 6.5 47.0 Total Split (s)14.0 54.0 24.0 64.0 14.0 26.0 24.0 21.0 33.0 Total Split (%)11.2% 43.2% 19.2% 51.2% 11.2% 20.8% 19.2% 16.8% 26.4% Yellow Time (s)3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All-Red Time (s)1.0 2.0 1.0 2.0 0.0 2.0 1.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 6.0 4.5 6.0 3.5 6.0 4.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None Max None None Max Act Effct Green (s) 6.2 48.0 19.5 69.6 42.5 31.9 52.9 37.9 28.0 Actuated g/C Ratio 0.05 0.38 0.16 0.56 0.34 0.26 0.42 0.30 0.22 v/c Ratio 0.10 0.63 1.36 0.77 0.25 0.32 0.41 0.10 0.33 Control Delay 58.6 33.6 222.2 25.4 30.0 41.4 7.0 28.1 42.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.6 33.6 222.2 25.4 30.0 41.4 7.0 28.1 42.5 LOS EC FC CDACD Approach Delay 33.8 64.6 20.0 39.3 Approach LOS C E C D Queue Length 50th (ft) 7 287 ~400 453 58 103 33 21 94 Queue Length 95th (ft) 25 357 #595 680 102 172 100 47 156 Internal Link Dist (ft)654 843 676 538 Turn Bay Length (ft) 170 350 160 405 105 Appendix H - Page 10 2.1.b Packet Pg. 133 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings 2030 NoBuild 3: Prairie Rd & Half Day Rd Weekday PM 30 NB.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Base Capacity (vph) 137 1343 278 1983 421 480 822 512 421 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.07 0.63 1.36 0.77 0.25 0.32 0.41 0.08 0.33 Intersection Summary Area Type:Other Cycle Length: 125 Actuated Cycle Length: 125 Offset: 9 (7%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.36 Intersection Signal Delay: 48.3 Intersection LOS: D Intersection Capacity Utilization 103.2%ICU Level of Service G 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. Splits and Phases: 3: Prairie Rd & Half Day Rd Appendix H - Page 11 2.1.b Packet Pg. 134 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) HCM 6th TWSC 2030 NoBuild 6: Prairie Rd & Willow Pkwy/22745 Prairie Weekday PM 30 NB.syn Synchro 11 Report BLA - LMM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 0 27 0 0 0 18 551 0 1 524 15 Future Vol, veh/h 10 0 27 0 0 0 18 551 0 1 524 15 Conflicting Peds, #/hr 0 0000019000019 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------155----115 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 28000010010 Mvmt Flow 11 0 28 0 0 0 19 580 0 1 552 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1191 1191 571 1194 1207 580 587 0 0 580 0 0 Stage 1 573 573 - 618 618 ------- Stage 2 618 618 - 576 589 ------- Critical Hdwy 7.1 6.52 6.28 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.52 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.52 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4.018 3.372 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 166 187 509 165 185 518 998 - - 1004 - - Stage 1 508 504 - 480 484 ------- Stage 2 480 481 - 506 499 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 161 180 500 153 178 518 980 - - 1004 - - Mov Cap-2 Maneuver 161 180 - 153 178 ------- Stage 1 489 494 - 471 475 ------- Stage 2 471 472 - 477 490 ------- Approach EB WB NB SB HCM Control Delay, s 17.8 0 0.3 0 HCM LOS C A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)980 - - 319 - 1004 - - HCM Lane V/C Ratio 0.019 - - 0.122 - 0.001 - - HCM Control Delay (s) 8.7 - - 17.8 0 8.6 0 - HCM Lane LOS A - - C A A A - HCM 95th %tile Q(veh) 0.1 - - 0.4 - 0 - - Appendix H - Page 12 2.1.b Packet Pg. 135 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings 2030 Total 3: Prairie Rd & Half Day Rd Weekday AM 30 Total.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)20 1234 43 258 668 48 25 133 616 85 80 11 Future Volume (vph)20 1234 43 258 668 48 25 133 616 85 80 11 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)170 0 350 0 160 405 105 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)150 180 125 225 Satd. Flow (prot)1641 3520 0 1770 3441 0 1456 1863 1583 1787 1699 0 Flt Permitted 0.950 0.950 0.695 0.586 Satd. Flow (perm)1641 3520 0 1770 3441 0 1064 1863 1583 1102 1699 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)3 7 186 6 Link Speed (mph)35 35 40 30 Link Distance (ft)734 923 756 618 Travel Time (s)14.3 18.0 12.9 14.0 Confl. Peds. (#/hr)1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 10% 2% 3% 2% 4% 2% 24% 2% 2% 1% 8% 20% Shared Lane Traffic (%) Lane Group Flow (vph) 21 1344 0 272 754 0 26 140 648 89 96 0 Turn Type Prot NA Prot NA pm+pt NA pm+ov pm+pt NA Protected Phases 5 2 1 6 38174 Permitted Phases 8 8 4 Detector Phase 5 2 1 6 38174 Switch Phase Minimum Initial (s)3.0 15.0 3.0 15.0 3.0 8.0 3.0 3.0 8.0 Minimum Split (s)7.5 38.0 7.5 36.0 6.5 14.0 7.5 6.5 47.0 Total Split (s)18.0 50.0 18.0 50.0 18.0 34.0 18.0 18.0 34.0 Total Split (%)15.0% 41.7% 15.0% 41.7% 15.0% 28.3% 15.0% 15.0% 28.3% Yellow Time (s)3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All-Red Time (s)1.0 2.0 1.0 2.0 0.0 2.0 1.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 6.0 4.5 6.0 3.5 6.0 4.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None Max None None Max Act Effct Green (s) 7.1 44.0 13.5 56.8 42.6 33.3 52.8 48.2 39.3 Actuated g/C Ratio 0.06 0.37 0.11 0.47 0.36 0.28 0.44 0.40 0.33 v/c Ratio 0.22 1.04 1.37 0.46 0.07 0.27 0.81 0.18 0.17 Control Delay 58.4 73.5 234.1 23.3 22.5 36.4 30.3 23.5 29.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.4 73.5 234.1 23.3 22.5 36.4 30.3 23.5 29.8 LOS EE FC CDCCC Approach Delay 73.3 79.2 31.1 26.8 Approach LOS E E C C Queue Length 50th (ft) 16 ~591 ~278 181 12 85 320 43 52 Queue Length 95th (ft) 42 #732 #450 290 31 147 #565 78 98 Internal Link Dist (ft)654 843 676 538 Turn Bay Length (ft) 170 350 160 405 105 Appendix H - Page 13 2.1.b Packet Pg. 136 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings 2030 Total 3: Prairie Rd & Half Day Rd Weekday AM 30 Total.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Base Capacity (vph) 184 1292 199 1632 475 516 800 528 560 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.11 1.04 1.37 0.46 0.05 0.27 0.81 0.17 0.17 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 53 (44%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.37 Intersection Signal Delay: 62.4 Intersection LOS: E Intersection Capacity Utilization 104.4%ICU Level of Service G 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. Splits and Phases: 3: Prairie Rd & Half Day Rd Appendix H - Page 14 2.1.b Packet Pg. 137 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) HCM 6th TWSC 2030 Total 6: Prairie Rd & Willow Pkwy/Site Access Weekday AM 30 Total.syn Synchro 11 Report BLA - LMM Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 0 46 11 0 17 23 733 4 5 370 6 Future Vol, veh/h 24 0 46 11 0 17 23 733 4 5 370 6 Conflicting Peds, #/hr 0 00000300003 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------155-125115-115 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 4 25222532230 Mvmt Flow 27 0 51 12 0 19 26 814 4 6 411 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1304 1296 414 1318 1299 814 421 0 0 818 0 0 Stage 1 426 426 - 866 866 ------- Stage 2 878 870 - 452 433 ------- Critical Hdwy 7.14 6.52 6.25 7.12 6.52 6.22 4.15 - - 4.12 - - Critical Hdwy Stg 1 6.14 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.14 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.536 4.018 3.345 3.518 4.018 3.318 2.245 - - 2.218 - - Pot Cap-1 Maneuver 136 162 632 134 161 378 1122 - - 810 - - Stage 1 602 586 - 348 370 ------- Stage 2 340 369 - 587 582 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 126 157 630 120 156 378 1119 - - 810 - - Mov Cap-2 Maneuver 126 157 - 120 156 ------- Stage 1 586 580 - 340 361 ------- Stage 2 316 361 - 535 576 ------- Approach EB WB NB SB HCM Control Delay, s 24 25.7 0.3 0.1 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1119 - - 266 205 810 - - HCM Lane V/C Ratio 0.023 - - 0.292 0.152 0.007 - - HCM Control Delay (s) 8.3 - - 24 25.7 9.5 - - HCM Lane LOS A - - C D A - - HCM 95th %tile Q(veh) 0.1 - - 1.2 0.5 0 - - Appendix H - Page 15 2.1.b Packet Pg. 138 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings 2030 Total 3: Prairie Rd & Half Day Rd Weekday PM 30 Total.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)9 742 66 368 1393 48 101 147 321 38 120 14 Future Volume (vph)9 742 66 368 1393 48 101 147 321 38 120 14 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)170 0 350 0 160 405 105 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)150 180 125 225 Satd. Flow (prot)1805 3485 0 1787 3558 0 1805 1881 1599 1805 1865 0 Flt Permitted 0.950 0.950 0.554 0.659 Satd. Flow (perm)1805 3485 0 1786 3558 0 1045 1881 1577 1250 1865 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)9 4 262 4 Link Speed (mph)35 35 30 30 Link Distance (ft)734 923 756 618 Travel Time (s)14.3 18.0 17.2 14.0 Confl. Peds. (#/hr)1 1 10 2 2 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)0% 2% 4% 1% 1% 0% 0% 1% 1% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 9 850 0 387 1517 0 106 155 338 40 141 0 Turn Type Prot NA Prot NA pm+pt NA pm+ov pm+pt NA Protected Phases 5 2 1 6 38174 Permitted Phases 8 8 4 Detector Phase 5 2 1 6 38174 Switch Phase Minimum Initial (s)3.0 15.0 3.0 15.0 3.0 8.0 3.0 3.0 8.0 Minimum Split (s)7.5 38.0 7.5 36.0 6.5 14.0 7.5 6.5 47.0 Total Split (s)14.0 54.0 24.0 64.0 14.0 26.0 24.0 21.0 33.0 Total Split (%)11.2% 43.2% 19.2% 51.2% 11.2% 20.8% 19.2% 16.8% 26.4% Yellow Time (s)3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All-Red Time (s)1.0 2.0 1.0 2.0 0.0 2.0 1.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 6.0 4.5 6.0 3.5 6.0 4.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None Max None None Max Act Effct Green (s) 6.2 48.0 19.5 69.6 42.5 31.9 52.9 37.8 28.0 Actuated g/C Ratio 0.05 0.38 0.16 0.56 0.34 0.26 0.42 0.30 0.22 v/c Ratio 0.10 0.63 1.39 0.77 0.26 0.32 0.41 0.10 0.34 Control Delay 58.6 33.6 236.4 25.4 30.1 41.4 7.3 28.1 42.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.6 33.6 236.4 25.4 30.1 41.4 7.3 28.1 42.6 LOS EC FC CDACD Approach Delay 33.8 68.3 20.2 39.4 Approach LOS C E C D Queue Length 50th (ft) 7 288 ~416 453 59 104 35 21 95 Queue Length 95th (ft) 25 358 #615 680 103 173 104 47 157 Internal Link Dist (ft)654 843 676 538 Turn Bay Length (ft) 170 350 160 405 105 Appendix H - Page 16 2.1.b Packet Pg. 139 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Lanes, Volumes, Timings 2030 Total 3: Prairie Rd & Half Day Rd Weekday PM 30 Total.syn Synchro 11 Report BLA - LMM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Base Capacity (vph) 137 1343 278 1983 420 480 822 512 419 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.07 0.63 1.39 0.77 0.25 0.32 0.41 0.08 0.34 Intersection Summary Area Type:Other Cycle Length: 125 Actuated Cycle Length: 125 Offset: 9 (7%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.39 Intersection Signal Delay: 50.3 Intersection LOS: D Intersection Capacity Utilization 103.9%ICU Level of Service G 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. Splits and Phases: 3: Prairie Rd & Half Day Rd Appendix H - Page 17 2.1.b Packet Pg. 140 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) HCM 6th TWSC 2030 Total 6: Prairie Rd & Willow Pkwy/Site Access Weekday PM 30 Total.syn Synchro 11 Report BLA - LMM Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 0 27 6 0 8 18 551 10 15 524 15 Future Vol, veh/h 10 0 27 6 0 8 18 551 10 15 524 15 Conflicting Peds, #/hr 0 0000019000019 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------155-125115-115 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 28222012210 Mvmt Flow 11 0 28 6 0 8 19 580 11 16 552 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1231 1232 571 1224 1237 580 587 0 0 591 0 0 Stage 1 603 603 - 618 618 ------- Stage 2 628 629 - 606 619 ------- Critical Hdwy 7.1 6.52 6.28 7.12 6.52 6.22 4.1 - - 4.12 - - Critical Hdwy Stg 1 6.1 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.1 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.5 4.018 3.372 3.518 4.018 3.318 2.2 - - 2.218 - - Pot Cap-1 Maneuver 156 177 509 156 176 514 998 - - 985 - - Stage 1 489 488 - 477 481 ------- Stage 2 474 475 - 484 480 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 147 168 500 143 167 514 980 - - 985 - - Mov Cap-2 Maneuver 147 168 - 143 167 ------- Stage 1 471 471 - 468 472 ------- Stage 2 457 466 - 449 464 ------- Approach EB WB NB SB HCM Control Delay, s 18.6 20.8 0.3 0.2 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)980 - - 303 243 985 - - HCM Lane V/C Ratio 0.019 - - 0.129 0.061 0.016 - - HCM Control Delay (s) 8.7 - - 18.6 20.8 8.7 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0.1 - - 0.4 0.2 0 - - Appendix H - Page 18 2.1.b Packet Pg. 141 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix I ITE Parking Generation Excerpts 2.1.b Packet Pg. 142 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 89 Land Use: 221 Multifamily Housing (Mid-Rise) Description Mid-rise multifamily housing includes apartments, townhouses, and condominiums located within the same building with at least three other dwelling units and with between three and 10 levels (floors) of residence. Multifamily housing (low-rise) (Land Use 220), multifamily housing (high-rise) (Land Use 222), and affordable housing (Land Use 223) are related land uses. Time of Day Distribution for Parking Demand The following table presents a time-of-day distribution of parking demand on a weekday (one general urban/suburban study site), a Saturday (two general urban/suburban study sites), and a Sunday (one dense multi-use urban study site). Percent of Peak Parking Demand Hour Beginning Weekday Saturday Sunday 12:00–4:00 a.m.100 100 100 5:00 a.m.94 99 – 6:00 a.m.83 97 – 7:00 a.m.71 95 – 8:00 a.m.61 88 – 9:00 a.m.55 83 – 10:00 a.m.54 75 – 11:00 a.m.53 71 – 12:00 p.m.50 68 – 1:00 p.m.49 66 33 2:00 p.m.49 70 40 3:00 p.m.50 69 27 4:00 p.m.58 72 13 5:00 p.m.64 74 33 6:00 p.m.67 74 60 7:00 p.m.70 73 67 8:00 p.m.76 75 47 9:00 p.m.83 78 53 10:00 p.m.90 82 73 11:00 p.m.93 88 93 Land Use Descriptions and Data Plots Appendix I - Page 1 2.1.b Packet Pg. 143 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) 90 Parking Generation Manual, 5th Edition Additional Data In prior editions of Parking Generation, the mid-rise multifamily housing sites were further divided into rental and condominium categories. An investigation of parking demand data found no clear differences in parking demand between the rental and condominium sites within the ITE database. As more data are compiled for future editions, this land use classification can be reinvestigated. The average parking supply ratios for the study sites with parking supply information are shown in the table below. Parking Supply Ratio Setting Proximity to Rail Transit Per Dwelling Unit Per Bedroom Center City Core Within ½ mile of rail transit 1.1 (15 sites)1.0 (12 sites) Dense Multi-Use Urban Within ½ mile of rail transit 1.2 (39 sites)0.9 (34 sites) Not within ½ mile of rail transit 1.2 (65 sites)0.8 (56 sites) General Urban/ Suburban Within ½ mile of rail transit 1.5 (25 sites)0.8 (12 sites) Not within ½ mile of rail transit 1.7 (62 sites)1.0 (39 sites) The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in California, Colorado, District of Columbia, Maryland, Massachusetts, New Jersey, New York, Oregon, Virginia, Washington, and Wisconsin. It is expected that the number of bedrooms and number of residents are likely correlated to the parking demand generated by a residential site. Parking studies of multifamily housing should attempt to obtain information on occupancy rate and on the mix of residential unit sizes (i.e., number of units by number of bedrooms at the site complex). Future parking studies should also indicate the number of levels contained in the residential building. Source Numbers 21, 209, 247, 255, 277, 401, 402, 419, 505, 512, 522, 533, 535, 536, 537, 538, 545, 546, 547, 575, 576, 577, 579, 580, 581, 583, 584, 585, 587 Appendix I - Page 2 2.1.b Packet Pg. 144 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix I - Page 3 2.1.b Packet Pg. 145 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix I - Page 4 2.1.b Packet Pg. 146 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix J ULI Shared Parking Excerpts 2.1.b Packet Pg. 147 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Appendix J - Page 1 2.1.b Packet Pg. 148 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d )                                                         Office Locations  Corporate Office    Indianapolis Office   333 Pierce Road    8720 Castle Creek Parkway  Suite 200    Suite 329  Itasca, IL 60143    Indianapolis, IN 46250  630‐438‐6400    317‐842‐4500  Fax 630‐438‐6444    Fax 317‐842‐4506  2.1.b Packet Pg. 149 At t a c h m e n t : F i n a l P l a n S e t ( P r a i r i e P o i n t T o w n h o m e D e v e l o p m e n t - 2 2 7 7 1 - 2 2 8 2 5 N . P r a i r i e R d ) Updated: 7/7/2023 4:17 PM Page 1 Action Item : Consideration of a Petition to the Village of Buffalo Grove for Approval of an Amendment to Ordinance No. 2021-067, an Amendment to the Planned Unit Development and the Preliminary Plan, with Approval of a Self-Storage Use, to Allow the Construction of a 112,268 Square Foot Self-Storage Facility on the Property at 105 Lexington Drive. Recommendation of Action Staff recommends approval, subject to the conditions in the staff report. Buffalo Grove Self-Storage, is the contract purchaser of the property located at 105 Lexington Drive and is requesting approval of an amendment to the Planned Unit Development and Preliminary Plan for the site to allow the construction of a 4-story, 112,268 square foot, climate controlled, self-storage facility. The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony concerning the requests and make a recommendation to the Village Board regarding the project. ATTACHMENTS: • Staff Report - 105 Lexington Dr (PDF) • Plan Set (PDF) Trustee Liaison Staff Contact Stein Kelly Purvis, Community Development Wednesday, July 19, 2023 2.2 Packet Pg. 150 ______________________________________________________________________________ MEETING DATE: July 19, 2023 SUBJECT PROPERTY LOCATION: 105 Lexington Drive PETITIONER: Jim Lapetina, Buffalo Grove Self-Storage PREPARED BY: Kelly Purvis, Deputy Community Development Director REQUEST: The petitioner is seeking approval of an amendment to Ordinance No. 2021-067, an amendment to the Planned Unit Development and the Preliminary Plan, with approval of a self-storage use, to allow the construction of a 112,268 square foot self-storage facility on the subject property. EXSITING LAND USE AND ZONING: The property is currently an unimproved, vacant lot and is zoned B-3, Planned Business Center District. COMPREHENSIVE PLAN: The Village of Buffalo Grove Comprehensive Plan calls for this property to be an industrial use. BACKGROUND Jim Lapetina, of Buffalo Grove Self- Storage, is the contract purchaser of the property located at 105 Lexington Drive and is requesting approval of an amendment to the Planned Unit Development and Preliminary Plan for the site to allow the construction of a 4-story, 112,268 square foot, climate controlled, self-storage facility. In 2021, the Village Board approved Ordinance No. 2021-067 for the development of the Ricky Rockets site with a new gas station, convenience store and car wash. As part of the Ricky Rockets project, the property was rezoned as a B-3 Commercial PUD and subdivided into four lots; Lots 1 and 2 were used for the Ricky Rockets development, and Lots 3 and 4 were anticipated to be developed in the future. The proposed storage facility would occupy Lot 4 of the Bluestone Resubdivision. Nearly half of the 3.22-acre site is providing stormwater detention for the 4-lot subdivision and is not buildable, making it a challenging site to develop. Prior to the site being developed by Ricky Rockets, it was previously improved with a 100,000 square foot office building that was occupied by BMO Harris. Bluestone Resubdivision – Final Plat 2.2.a Packet Pg. 151 At t a c h m e n t : S t a f f R e p o r t - 1 0 5 L e x i n g t o n D r ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) Page 2 of 5 At the April 17, 2023 Village Board meeting, the developer presented an overview of the concept plan. The Trustees were supportive of the development and referred it to the PZC for public hearing. The following report provides a summary of the project and the petitioner’s requests. PLANNING & ZONING ANALYSIS Business Operations: The facility will offer 773 storage units of varying sizes for a net rentable square footage of approximately 82,265 square feet. The facility will typically have 1-2 employees on-site at a time. The office is located at the west end of the building facing Lexington Drive and is approximately 385 square feet. There will be a small retail area in the office where customers can purchase general moving supplies (boxes, tape, etc.). The petitioner has indicated, on a busy day, the facility will have 6-10 customer visits. The facility will maintain normal business hours, typically 8:00 AM to 8:00PM; hours may be adjusted slightly based on local customer needs. Doors will be kept locked, and access provided to tenants with a key code. After-hours visits to the interior of the building are restricted unless prior arrangements are made in case of emergency. The facility will have security cameras inside and outside. All refuse containers will be located within the building. Use: The self-storage use is an appropriate transition from the commercial/retail/service uses on Lake Cook Road and the industrial/office use to the north, east and west of the site. The site’s geometry, and the location of the property (lacking frontage) also make the site suitable for a self-storage facility. Self- storage is not listed as a permitted or special use in the B-3 zoning district, however the use can be considered as part of the amendment to the PUD. Setbacks and bulk requirements: The proposed building is 49 feet at its highest point and setback from the property line over 140 feet, which complies with the setback and height requirements for the B3 zoning District. No zoning variations are proposed for the development. Signage: The petitioner is proposing two wall signs for the development; one on the west side of the building (facing Lexington Drive) and the other on the south side (facing the private roadway behind Ricky Rockets). Both wall signs will be internally illuminated channel letter signs and are compliant with the code limitations for height and sign area. South Building Elevation West Elevation Signage Plan 2.2.a Packet Pg. 152 At t a c h m e n t : S t a f f R e p o r t - 1 0 5 L e x i n g t o n D r ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) Page 3 of 5 Traffic & Vehicular Accessibility: There are four proposed access drives to the site; one full access drive is proposed on Lexington Drive and the other three full access drives are proposed along the private roadway to the south of the site. Traffic will be limited to one-way circulation in the east and north part of the site. The anticipated trip generation for this use is minimal. Parking: The Zoning Code does not have specific parking requirements for storage facilities. Based upon 1-2 employees being on the site at a time, and the limited number of anticipated visits to the site (6-10 on the busiest days), staff feels that the 7 parking stalls proposed will be adequate to serve the facility and is comparable to other similar storage facilities. Landscaping: The petitioner has submitted a landscape plan that includes shade and ornamental trees as well as evergreen and deciduous shrubs, ornamental grasses, and perennials. Foundation landscaping is proposed on the west side of the building, near the front entrance. Along the south part of the site, landscaping islands will add some greenery between the private road and the storage facility’s drive aisle. Lighting: The proposed lighting complies with the Village illumination standards of no more than .5 footcandles at the property lines. LED wallpack light fixtures are proposed for the exterior of the building. Building Elevations: A combination of painted CMU and insulated metal panels (in smooth and stucco finishes) are proposed for the building. Building articulation, faux windows, and the change in materials break up the building elevations, as does the varying roof line and cornices. Stormwater & Engineering: The site’s stormwater detention was coordinated as part of the Ricky Rockets PUD in 2021/2022. Additional stormwater Engineering Site Plan Color Rendering – Northeast View 2.2.a Packet Pg. 153 At t a c h m e n t : S t a f f R e p o r t - 1 0 5 L e x i n g t o n D r ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) Page 4 of 5 management will be provided with this development on the west part of the site, as required by the Lake County Watershed Development Ordinance and Village Ordinances. Village Engineering staff have reviewed the preliminary submittal and are working with the development engineer to make minor changes to the submitted materials. The Village’s Engineers have indicated that the minimal concerns related to stormwater and utilities can be addressed during the final engineering process. DEPARTMENTAL REVIEWS Village Department Comments Engineering The Village Engineer has reviewed the preliminary engineering plans and does not have any concerns. Forestry The Village Forester has reviewed the landscape plan and does not have any concerns. Fire The Fire Department has reviewed the plans and the truck turn exhibit and does not have any concerns. SURROUNDING PROPERTY OWNERS Pursuant to Village Code, the surrounding property owners within 250 feet were notified by mail, notice was published in the Daily Herald, and a public hearing sign was posted on the subject property. All notifications were completed within the prescribed timeframe as required. As of the date of this Staff Report, the Village has not received any comments or questions related to the project. STANDARDS The Planning & Zoning Commission is authorized to make a recommendation to the Village Board on requested Planned Unit Developments/Amendments based upon the following criteria: 1. That the PUD has the minimum areas as set forth in Section 17.16.060. 2. The uses permitted in such development are not of such a nature or so located as to exercise an undue detrimental influence or effect upon the surrounding neighborhood; 3. The plan effectively treats the developmental possibilities of the subject property, making appropriate provisions for the preservation of streams, wooded areas, scenic views, floodplain areas, and similar physical features; 4. All requirements pertaining to commercial, residential, institutional or other uses established in the planned unit development conform to the requirements for each individual classification as established elsewhere in this Title, except as may be specifically varied for the proper planning of the planned unit development; 5. The Planning and Zoning Commission shall determine that the area and width of the lot shall be sufficient for the proposed use, and that the development of the property in the proposed manner creates no outlots which will be difficult to develop in an appropriate manner. Planned Unit Developments are also Special Uses, and therefore must meet the Special Use criteria as follows: 1. The special use will serve the public convenience at the location of the subject property; or the establishment, maintenance or operation of the special use will not be detrimental to or endanger the public health, safety, morals, comfort, or general welfare; 2. The location and size of the special use, the nature and intensity of the operation involved in or conducted in connection with said special use, the size of the subject property in relation to such special use, and the location of the site with respect to streets giving access to it shall be such that it will be in harmony with the appropriate, orderly development of the district in which it is located; 3. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity of the subject property for the purposes already permitted in such zoning 2.2.a Packet Pg. 154 At t a c h m e n t : S t a f f R e p o r t - 1 0 5 L e x i n g t o n D r ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) Page 5 of 5 district, nor substantially diminish and impair other property valuations with the neighborhood; 4. The nature, location and size of the buildings or structures involved with the establishment of the special use will not impede, substantially hinder or discourage the development and use of adjacent land and buildings in accord with the zoning district within which they lie; 5. Adequate utilities, access roads, drainage, and/or other necessary facilities have been or will be provided; 6. Parking areas shall be of adequate size for the particular special use, which areas shall be properly located and suitably screened from adjoining residential uses, and the entrance and exit driveways to and from these parking areas shall be designed so as to prevent traffic hazards, eliminate nuisance and minimize traffic congestion in the public streets. The petitioner has provided written responses to both sets of standards, which are included in the attached packet. STAFF RECOMMENDATION Staff recommends approval of the amendment to Ordinance No. 2021-067, an amendment to the underlying Planned Unit Development, Preliminary Plan, and approval of a self-storage facility use, subject to the conditions in the Suggested PZC Motion. ACTION REQUESTED The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony concerning the requests for approval of the amendment to Ordinance No. 2021-067, an amendment to the underlying Planned Unit Development, the Preliminary Plan, and approval of a self-storage use to accommodate the construction of a new climate controlled self-storage facility at 105 Lexington Drive. The PZC shall make a recommendation to the Village Board concerning the requests. Suggested PZC Motion The PZC recommends approval of the amendment to Ordinance No. 2021-067, an amendment to the underlying Planned Unit Development, the Preliminary Plan, and approval of a self-storage use, all to accommodate the construction of a new self-storage facility at 105 Lexington Drive, subject to the following conditions: 1. The proposed development shall be developed in substantial conformance with the plans attached as part of the petition. 2. The Final Engineering plans shall be submitted in a manner acceptable to the Village. 3. Any directional or incidental signage added to the sign package shall be reviewed administratively by staff. 4. The landscaping on the site shall be maintained in compliance with the approved landscape plan in perpetuity. ATTACHMENTS • Narrative Description • Architectural Plan Set (Site Plan, Elevations, Floor Plan, 3D images) • Color Renderings • Preliminary Civil Engineering Plans • Landscape Plan • Signage Plan • Photometric Plan • Light Fixture Cut Sheets • Response to PUD Standards • Response to Special Use Standards 2.2.a Packet Pg. 155 At t a c h m e n t : S t a f f R e p o r t - 1 0 5 L e x i n g t o n D r ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) June 22, 2023 Nicole Woods, AICP Kelly Purvis, AICP Village of Buffalo Grove 50 Raupp Boulevard Buffalo Grove, IL 60089 RE: Project Description Narrative Statement Climate Controlled Self-Storage Facility 105 Lexington Drive Buffalo Grove, IL 60089 Project Narrative, This project consists of developing the currently vacant site located at 105 Lexington Drive (currently zoned B-3, Planned Business Center District) to include a four-story 112,268 SF Climate Controlled Self-Storage Facility and will require an amendment to the underlying PUD and Preliminary Plan Review. The site is 3.22 acres (140,530 SF) in size and is currently vacant with a storm water detention facility situated on more than half of the northern portion of the site. The buildable area of the site is an unusually long (east-west) and narrow (north- south) portion of the southern half of the site. The northern portion of the site was used to create storm water detention for the entire four lot re-subdivision project which includes Ricky Rockets, a car wash and a third development lot along Lake Cook Road. The configuration of the buildable area forces a long and narrow building as indicated by the preliminary plans submitted. To break this up the proposed building has been articulated with sections of the southern elevation bumping out to the south, east and west to give the appearance of a series of smaller elevations. Additionally, the top of the exterior walls at the southeast and southwest corners have been articulated with a cornice. The site will be landscaped per Village Ordinance. This development will provide a quiet buffer between the lighter use commercial to the north and residential area to the northwest from the much busier commercial uses to the south (Gas Station, Car Wash and potential truck tire store). 2.2.b Packet Pg. 156 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 2 | Page Some facts about Climate Controlled Self-Storage Facilities: - This type of self-storage facility (climate controlled with interior load-in/load-out) are extremely desirable to the market for both local residential and local commercial storage. - It is a benign use that, unlike other commercial uses, does not create noise, smells or vibration. Other “Of Right” commercial users can have 20-30 employees (20-30 employee vehicles daily) numerous customer visits and numerous large truck deliveries. - This facility will typically have 1 – 2 employees onsite at a time. - On a busy day, this facility will have 6-8-10 customer trips. - The facility is a very secure, quiet, and well-lit neighbor. - This facility maintains normal business hours, typically 8AM to 8PM. Hours may be adjusted slightly based on local customer needs. Doors are locked and access is gained by tenants with a key code. After hours visits to the interior of the building are restricted unless prior arrangements are made in case of an emergency. - This facility will have security cameras both inside and outside the building. - This facility will have one two-yard dumpster located inside the drive-in loading area for management use. Tenants are responsible for removing their own garbage. We look forward to meeting at the Preliminary Review to discuss this project. Should you have any questions prior to the meeting do not hesitate to reach out! Sincerely, Architects’ Studio, LLC Jeffrey Budgell Jeffrey Budgell, Architect FALA, NCARB, LEED-AP 2.2.b Packet Pg. 157 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) PROJECT DATA SCOPE OF WORK: PROJECT CONSISTS OF BUILDING AND CREATING NEW 113,856 S.F. FOUR STORY CLIMATE CONTROLLED SELF-STORAGE BUILDING. THE PROJECT IS LOCATED AT 105 LEXINGTON DR. BUFFALO GROVE, IL. USE GROUP: MODERATE HAZARD STORAGE, GROUP S-1 THE BUILDING WILL BE FULLY SPRINKLERED CONSTRUCTION TYPE: CONSTRUCTION TYPE IIB ALLOWABLE NUMBER OF STORIES ABOVE GRADE (TABLE 503, PAGE 107): ALLOWABLE = 3 STORIES PROPOSED = 4 STORIES BUILDING FOOTPRINT FIRST FLOOR = 28,464 SF Th e d e s i g n s i n d i c a t e d i n t h e s e dr a w i n g s a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d w o r k s a n d a r e t h e in t e l l e c t u a l p r o p e r t y o f A r c h i t e c t s ' St u d i o , L L C . Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s sh a l l n o t b e r e p r o d u c e d i n a n y fo r m o r b y a n y m e a n s w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f Ar c h i t e c t s ' S t u d i o , L L C . IL L I N O I S L I C E N S E D P R O F E S S I O N A L D E S I G N F I R M # 1 8 4 -00 2 3 1 4 25 7 W E S T A V E N U E S U I T E 1 0 0 EL M H U R S T , I L 6 0 1 2 6 CO P Y R I G H T c 2 0 2 3 AR C H I T E C T S ' S T U D I O , L L C . T: 6 3 0 -61 7 -59 9 0 FO R R E V I E W REVIEW NOT FOR CONSTRUCTION DR A W N B Y : AS N O T E D SC A L E : CL I E N T : CH E C K E D B Y : 21 2 1 W . W A L T O N S T . CH I C A G O , I L 6 0 6 2 2 DR A W I N G T I T L E : DATE: ISSUED FOR: OF DRAWING #: JB FZ M C BU F F A L O G R O V E S T O R A G E . L L C 10 5 L E X I N G T O N D R BU F F A L O G R O V E , I L 6 0 0 9 0 SE L F S T O R A G E F A C I L I T Y CO V E R S H E E T 06/30/23 A0 SELF STORAGE FACILITY LOCATION MAP PROJECT LOCATION 105 LEXINGTON DR. BUFFALO GROVE, IL 60090 New Climate Controled Self-Storage Facility PRELIMINARY PRELIM - DRAWING INDEX A0 COVER SHEET A-0.1 PRELIMINARY ARCHITECTURAL SITE PLAN A-0.1B PREMILINARY VEHICLE CIRCULATION PLAN & RTU LINE OF SIGHT A-1.0 PRELIMINARY GROUND FLOOR - UNIT MIX A-1.1 PRELIMINARY SECOND LEVEL - UNIT MIX A-1.2 PRELIMINARY THIRD LEVEL - UNIT MIX A-1.3 PRELIMINARY FOURTH LEVEL - UNIT MIX A-2.0 PRELIMINARY ELEVATIONS - GREY SCHEME A-2.3 PERSPECTIVES RE V # DA T E RE V I S I O N / I S S U E 2.2.b Packet Pg. 158 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) PROPOSED 4 STORY BUILDING 113,856 SQ. FT. PROPOSED LOT 4 +/-140,530 SF. (+/-3.22 ACRES) EXISTING RETENTION BASIN L E X I N G T O N D R I V E 457.81' 639.35' 25 7 . 2 0 ' 1 2 7.0 1' 9 9 .9 6' 8 8.5 7' 10' SANITARY SEWER EASEMENT 20' DRAINAGE EASEMENT 10' NORTHERN ILLINOIS GAS EASEMENT 25 ' B U I L D I N G L I N E 2 5' B UIL DI N G LI N E 25' - 0" 15 ' B U I L D I N G L I N E 10 ' W A T E R M A I N E A S E M E N T 35.54' 5' P.U. EASEMENT 10' P.U.E. 232.24'341.33'65.67' 12 6 . 9 2 ' 87 . 1 7 ' 43 . 1 3 ' EXISTING PRIVATE ROAD 20.00'25.00'6.00' 20 . 0 0 ' ACCESS ROAD AC C E S S R O A D 10 6 . 9 2 ' 1 7 W W W W W W W W W W W W W W W W T T T TT T T ATT VAULT T COMCAST VAULT CTV CTV C T V T T T T C T V C T V C T V CT V CT V CT V CONNECT AT EX. SAN. MH DRY CONNECTION GAS GAS GAS GAS GAS EXISTING NICOR GAS MAIN 10' WATERMAIN EASEMENT EXISTING CURB TO BE REMOVED LOT 3LOT 2LOT 1 24 . 0 0 ' 6. 4 4 ' EXISTING VAULTS PROPOSED RETENTION AREA 25 . 0 0 ' RTU W/ SCREEN. APROXIMATE LOCATION RTU W/ SCREEN. APROXIMATE LOCATION 16 ' - 0 " 6 S T A L L S @ 9 ' - 0 " = 5 4 ' - 0 " 11' - 0"19 ' - 2 " 30.00' PERMEABLE PAVERS - SEE ENGINEERING PLANS CONCRETE PAVEMENT - SEE ENGINEERING PLANS UTILITY LEGEND SANITARY SEWER LINE STORM LINE GAS LINE CABLE LINE TELEPHONE LINE GAS GAS CTV CTV T T WATER LINEWW MANHOLE Th e d e s i g n s i n d i c a t e d i n t h e s e dr a w i n g s a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d w o r k s a n d a r e t h e in t e l l e c t u a l p r o p e r t y o f A r c h i t e c t s ' St u d i o , L L C . Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s sh a l l n o t b e r e p r o d u c e d i n a n y fo r m o r b y a n y m e a n s w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f Ar c h i t e c t s ' S t u d i o , L L C . IL L I N O I S L I C E N S E D P R O F E S S I O N A L D E S I G N F I R M # 1 8 4 -00 2 3 1 4 25 7 W E S T A V E N U E S U I T E 1 0 0 EL M H U R S T , I L 6 0 1 2 6 CO P Y R I G H T c 2 0 2 3 AR C H I T E C T S ' S T U D I O , L L C . T: 6 3 0 -61 7 -59 9 0 FO R R E V I E W REVIEW NOT FOR CONSTRUCTION DR A W N B Y : AS N O T E D SC A L E : CL I E N T : CH E C K E D B Y : 21 2 1 W . W A L T O N S T . CH I C A G O , I L 6 0 6 2 2 DR A W I N G T I T L E : DATE: ISSUED FOR: OF DRAWING #: JB FZ M C BU F F A L O G R O V E S T O R A G E . L L C 10 5 L E X I N G T O N D R BU F F A L O G R O V E , I L 6 0 0 9 0 SE L F S T O R A G E F A C I L I T Y PR E L I M I N A R Y A R C H I T E C T U R A L SI T E P L A N 06/30/23 A-0.1 N LAYOUT IS PRELIMINARY. ALL DIMENSIONS TO BE VERIFIED.PRELIMINARY SCALE: 1" = 20'-0"A-0.1 1 PRELIMINARY ARCHITECTURAL SITE PLAN RE V # DA T E RE V I S I O N / I S S U E 2.2.b Packet Pg. 159 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) PROPOSED 4 STORY BUILDING 113,856 SQ. FT. PROPOSED LOT 4 +/-140,530 SF. (+/-3.22 ACRES) EXISTING RETENTION BASIN L E X I N G T O N D R I V E 457.81' 639.35' 25 7 . 2 0 ' 1 2 7.0 1' 9 9 .9 6' 8 8.5 7' 35.54' 232.24'341.33'65.67' 12 6 . 9 2 ' 87 . 1 7 ' 43 . 1 3 ' EXISTING PRIVATE ROAD 20.00'25.00'6.00' 20 . 0 0 ' AC C E S S R O A D 10 6 . 9 2 ' 1 7 W LOT 3LOT 2LOT 1 24 . 0 0 ' PROPOSED RETENTION AREA 25 . 0 0 ' R 35' - 0"R 4 2 ' - 6 " R 19' - 6" RTU W/ SCREEN. APROXIMATE LOCATION RTU W/ SCREEN. APROXIMATE LOCATION L I N E O F S I G H T # 1 L I N E O F S I G H T #2 30.00' Th e d e s i g n s i n d i c a t e d i n t h e s e dr a w i n g s a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d w o r k s a n d a r e t h e in t e l l e c t u a l p r o p e r t y o f A r c h i t e c t s ' St u d i o , L L C . Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s sh a l l n o t b e r e p r o d u c e d i n a n y fo r m o r b y a n y m e a n s w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f Ar c h i t e c t s ' S t u d i o , L L C . IL L I N O I S L I C E N S E D P R O F E S S I O N A L D E S I G N F I R M # 1 8 4 -00 2 3 1 4 25 7 W E S T A V E N U E S U I T E 1 0 0 EL M H U R S T , I L 6 0 1 2 6 CO P Y R I G H T c 2 0 2 3 AR C H I T E C T S ' S T U D I O , L L C . T: 6 3 0 -61 7 -59 9 0 FO R R E V I E W REVIEW NOT FOR CONSTRUCTION DR A W N B Y : AS N O T E D SC A L E : CL I E N T : CH E C K E D B Y : 21 2 1 W . W A L T O N S T . CH I C A G O , I L 6 0 6 2 2 DR A W I N G T I T L E : DATE: ISSUED FOR: OF DRAWING #: JB FZ M C BU F F A L O G R O V E S T O R A G E . L L C 10 5 L E X I N G T O N D R BU F F A L O G R O V E , I L 6 0 0 9 0 SE L F S T O R A G E F A C I L I T Y PR E M I L I N A R Y V E H I C L E CI R C U L A T I O N P L A N & R T U L I N E OF S I G H T 06/30/23 A-0.1BPRELIMINARY SCALE: 1" = 20'-0"A-0.1B 1 PRELIMINARY VEHICLE CIRCULATION PLAN & RTU LINE OF SIGHT EXHIBIT N RE V # DA T E RE V I S I O N / I S S U E 2.2.b Packet Pg. 160 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) JOB SITE BUFFALO GROVE SELF STORAGE E= EXTERIOR UNIT UNIT MIX SCHEDULE CLIMATE CONTROLLED BUILDING GROSS S.F.# OF UNITS MICS. AREAS - SQUARE FOOTAGE5x55x65x8'-8"5x10 5x11 6x10 10x10 10x11 10x15 10x15E 10x16 10x16E 10X20 10x20E 10x21 FIRST FLOOR 28,464 15 0 0 20 0 1 104 0 2 13 0 29 0 8 2 194.00 FRONT OFFICE/TOILETS - 578 S.F. SECOND FLOOR 28,464 10 0 3 9 0 1 85 31 45 0 1 0 3 0 0 188.00 THIRD FLOOR 28,464 7 1 3 9 2 4 95 26 43 0 1 0 3 0 0 194.00 FOURTH FLOOR 28,464 11 1 3 13 2 4 90 26 43 0 1 0 3 0 0 197.00 # OF UNITS 43 2 9 51 4 10 374 83 133 13 3 29 9 8 2 773.00 TOTAL # OF UNITS S.F. PER UNIT 25.00 30.00 43.33 50.00 55.00 60.00 100.00 110.00 150.00 150.00 160.00 160.00 200.00 200.00 210.00 TOTAL S.F.1,075.00 60.00 389.97 2,550.00 220.00 600.00 37,400.00 9,130.00 19,950.00 1,950.00 480.00 4,640.00 1,800.00 1,600.00 420.00 82,264.97 NET RENTABLE (S.F.) % UNITS (#)5.56%0.26%1.16%6.60%0.52%1.29%48.38%10.74%17.21%1.68%0.39%3.75%1.16%1.03%0.26%100.00% % UNITS (S.F.)1.31%0.07%0.47%3.10%0.27%0.73%45.46%11.10%24.25%2.37%0.58%5.64%2.19%1.94%0.51% TOTAL BUILDING 113,856 106.42 AVERAGE UNIT (S.F.) 72%EFFICIENCY STAIRS STAIRS 40'x33' DRIVE-IN LOADING/ UNLOADING AREA SPRINKLER ROOM RESTROOMS/ JANITOR CLOSET ELECTRICAL ROOM ELEVATORS MACHINE ROOM FIRST FLOOR GENERAL STORAGE 388 S.F. OFFICE 87 ' - 2 " 341' - 4" 5' - 0"331' - 4"5' - 0" 41 ' - 4 " 45 ' - 1 0 " 41 ' - 4 " 45 ' - 1 0 " 87 ' - 2 " 46' - 4"58' - 8"41' - 4"48' - 8"41' - 4"58' - 8"46' - 4" Th e d e s i g n s i n d i c a t e d i n t h e s e dr a w i n g s a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d w o r k s a n d a r e t h e in t e l l e c t u a l p r o p e r t y o f A r c h i t e c t s ' St u d i o , L L C . Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s sh a l l n o t b e r e p r o d u c e d i n a n y fo r m o r b y a n y m e a n s w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f Ar c h i t e c t s ' S t u d i o , L L C . IL L I N O I S L I C E N S E D P R O F E S S I O N A L D E S I G N F I R M # 1 8 4 -00 2 3 1 4 25 7 W E S T A V E N U E S U I T E 1 0 0 EL M H U R S T , I L 6 0 1 2 6 CO P Y R I G H T c 2 0 2 3 AR C H I T E C T S ' S T U D I O , L L C . T: 6 3 0 -61 7 -59 9 0 FO R R E V I E W REVIEW NOT FOR CONSTRUCTION DR A W N B Y : AS N O T E D SC A L E : CL I E N T : CH E C K E D B Y : 21 2 1 W . W A L T O N S T . CH I C A G O , I L 6 0 6 2 2 DR A W I N G T I T L E : DATE: ISSUED FOR: OF DRAWING #: JB FZ M C BU F F A L O G R O V E S T O R A G E . L L C 10 5 L E X I N G T O N D R BU F F A L O G R O V E , I L 6 0 0 9 0 SE L F S T O R A G E F A C I L I T Y PR E L I M I N A R Y G R O U N D F L O O R - UN I T M I X 06/30/23 A-1.0 N SCALE: 3/32" = 1'-0"A-1.0 1 PRELIMINARY GROUND LEVEL FLOOR PLAN -UNIT MIX PRELIMINARY RE V # DA T E RE V I S I O N / I S S U E 2.2.b Packet Pg. 161 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) JOB SITE BUFFALO GROVE SELF STORAGE E= EXTERIOR UNIT UNIT MIX SCHEDULE CLIMATE CONTROLLED BUILDING GROSS S.F.# OF UNITS MICS. AREAS - SQUARE FOOTAGE5x55x65x8'-8"5x10 5x11 6x10 10x10 10x11 10x15 10x15E 10x16 10x16E 10X20 10x20E 10x21 FIRST FLOOR 28,464 15 0 0 20 0 1 104 0 2 13 0 29 0 8 2 194.00 FRONT OFFICE/TOILETS - 578 S.F. SECOND FLOOR 28,464 10 0 3 9 0 1 85 31 45 0 1 0 3 0 0 188.00 THIRD FLOOR 28,464 7 1 3 9 2 4 95 26 43 0 1 0 3 0 0 194.00 FOURTH FLOOR 28,464 11 1 3 13 2 4 90 26 43 0 1 0 3 0 0 197.00 # OF UNITS 43 2 9 51 4 10 374 83 133 13 3 29 9 8 2 773.00 TOTAL # OF UNITS S.F. PER UNIT 25.00 30.00 43.33 50.00 55.00 60.00 100.00 110.00 150.00 150.00 160.00 160.00 200.00 200.00 210.00 TOTAL S.F.1,075.00 60.00 389.97 2,550.00 220.00 600.00 37,400.00 9,130.00 19,950.00 1,950.00 480.00 4,640.00 1,800.00 1,600.00 420.00 82,264.97 NET RENTABLE (S.F.) % UNITS (#)5.56%0.26%1.16%6.60%0.52%1.29%48.38%10.74%17.21%1.68%0.39%3.75%1.16%1.03%0.26%100.00% % UNITS (S.F.)1.31%0.07%0.47%3.10%0.27%0.73%45.46%11.10%24.25%2.37%0.58%5.64%2.19%1.94%0.51% TOTAL BUILDING 113,856 106.42 AVERAGE UNIT (S.F.) 72%EFFICIENCY STAIRS STAIRS OPEN TO BELOW ELEVATORS 87 ' - 2 " 331' - 4" SECOND FLOOR GENERAL STORAGE 5' - 0"5' - 0" 341' - 4" 41 ' - 4 " 45 ' - 1 0 " 41 ' - 4 " 45 ' - 1 0 " 87 ' - 2 " 46' - 4"58' - 8"41' - 4"48' - 8"41' - 4"58' - 8"46' - 4" Th e d e s i g n s i n d i c a t e d i n t h e s e dr a w i n g s a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d w o r k s a n d a r e t h e in t e l l e c t u a l p r o p e r t y o f A r c h i t e c t s ' St u d i o , L L C . Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s sh a l l n o t b e r e p r o d u c e d i n a n y fo r m o r b y a n y m e a n s w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f Ar c h i t e c t s ' S t u d i o , L L C . IL L I N O I S L I C E N S E D P R O F E S S I O N A L D E S I G N F I R M # 1 8 4 -00 2 3 1 4 25 7 W E S T A V E N U E S U I T E 1 0 0 EL M H U R S T , I L 6 0 1 2 6 CO P Y R I G H T c 2 0 2 3 AR C H I T E C T S ' S T U D I O , L L C . T: 6 3 0 -61 7 -59 9 0 FO R R E V I E W REVIEW NOT FOR CONSTRUCTION DR A W N B Y : AS N O T E D SC A L E : CL I E N T : CH E C K E D B Y : 21 2 1 W . W A L T O N S T . CH I C A G O , I L 6 0 6 2 2 DR A W I N G T I T L E : DATE: ISSUED FOR: OF DRAWING #: JB FZ M C BU F F A L O G R O V E S T O R A G E . L L C 10 5 L E X I N G T O N D R BU F F A L O G R O V E , I L 6 0 0 9 0 SE L F S T O R A G E F A C I L I T Y PR E L I M I N A R Y S E C O N D L E V E L - UN I T M I X 06/30/23 A-1.1 N SCALE: 3/32" = 1'-0"A-1.1 1 PRELIMINARY SECOND LEVEL FLOOR PLAN -UNIT MIX PRELIMINARY RE V # DA T E RE V I S I O N / I S S U E 2.2.b Packet Pg. 162 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) JOB SITE BUFFALO GROVE SELF STORAGE E= EXTERIOR UNIT UNIT MIX SCHEDULE CLIMATE CONTROLLED BUILDING GROSS S.F.# OF UNITS MICS. AREAS - SQUARE FOOTAGE5x55x65x8'-8"5x10 5x11 6x10 10x10 10x11 10x15 10x15E 10x16 10x16E 10X20 10x20E 10x21 FIRST FLOOR 28,464 15 0 0 20 0 1 104 0 2 13 0 29 0 8 2 194.00 FRONT OFFICE/TOILETS - 578 S.F. SECOND FLOOR 28,464 10 0 3 9 0 1 85 31 45 0 1 0 3 0 0 188.00 THIRD FLOOR 28,464 7 1 3 9 2 4 95 26 43 0 1 0 3 0 0 194.00 FOURTH FLOOR 28,464 11 1 3 13 2 4 90 26 43 0 1 0 3 0 0 197.00 # OF UNITS 43 2 9 51 4 10 374 83 133 13 3 29 9 8 2 773.00 TOTAL # OF UNITS S.F. PER UNIT 25.00 30.00 43.33 50.00 55.00 60.00 100.00 110.00 150.00 150.00 160.00 160.00 200.00 200.00 210.00 TOTAL S.F.1,075.00 60.00 389.97 2,550.00 220.00 600.00 37,400.00 9,130.00 19,950.00 1,950.00 480.00 4,640.00 1,800.00 1,600.00 420.00 82,264.97 NET RENTABLE (S.F.) % UNITS (#)5.56%0.26%1.16%6.60%0.52%1.29%48.38%10.74%17.21%1.68%0.39%3.75%1.16%1.03%0.26%100.00% % UNITS (S.F.)1.31%0.07%0.47%3.10%0.27%0.73%45.46%11.10%24.25%2.37%0.58%5.64%2.19%1.94%0.51% TOTAL BUILDING 113,856 106.42 AVERAGE UNIT (S.F.) 72%EFFICIENCY STAIRS STAIRS ELEVATORS 87 ' - 0 1 / 2 " 331' - 0 3/4" THIRD FLOOR GENERAL STORAGE 41 ' - 0 3 / 4 " 45 ' - 1 1 5 / 8 " 5' - 0"5' - 0" 341' - 0 3/4" 46' - 0 3/4"58' - 11 1/4"41' - 0 3/4"48' - 11 5/8"41' - 0 3/8"58' - 11 1/4"46' - 0 3/4" 41 ' - 0 3 / 4 " 45 ' - 1 1 5 / 8 " 87 ' - 0 3 / 8 " Th e d e s i g n s i n d i c a t e d i n t h e s e dr a w i n g s a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d w o r k s a n d a r e t h e in t e l l e c t u a l p r o p e r t y o f A r c h i t e c t s ' St u d i o , L L C . Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s sh a l l n o t b e r e p r o d u c e d i n a n y fo r m o r b y a n y m e a n s w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f Ar c h i t e c t s ' S t u d i o , L L C . IL L I N O I S L I C E N S E D P R O F E S S I O N A L D E S I G N F I R M # 1 8 4 -00 2 3 1 4 25 7 W E S T A V E N U E S U I T E 1 0 0 EL M H U R S T , I L 6 0 1 2 6 CO P Y R I G H T c 2 0 2 3 AR C H I T E C T S ' S T U D I O , L L C . T: 6 3 0 -61 7 -59 9 0 FO R R E V I E W REVIEW NOT FOR CONSTRUCTION DR A W N B Y : AS N O T E D SC A L E : CL I E N T : CH E C K E D B Y : 21 2 1 W . W A L T O N S T . CH I C A G O , I L 6 0 6 2 2 DR A W I N G T I T L E : DATE: ISSUED FOR: OF DRAWING #: JB FZ M C BU F F A L O G R O V E S T O R A G E . L L C 10 5 L E X I N G T O N D R BU F F A L O G R O V E , I L 6 0 0 9 0 SE L F S T O R A G E F A C I L I T Y PR E L I M I N A R Y T H I R D L E V E L - UN I T M I X 06/30/23 A-1.2 N PRELIMINARY SCALE: 3/32" = 1'-0"A-1.2 1 PRELIMINARY THIRD LEVEL FLOOR PLAN -UNIT MIX RE V # DA T E RE V I S I O N / I S S U E 2.2.b Packet Pg. 163 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) JOB SITE BUFFALO GROVE SELF STORAGE E= EXTERIOR UNIT UNIT MIX SCHEDULE CLIMATE CONTROLLED BUILDING GROSS S.F.# OF UNITS MICS. AREAS - SQUARE FOOTAGE5x55x65x8'-8"5x10 5x11 6x10 10x10 10x11 10x15 10x15E 10x16 10x16E 10X20 10x20E 10x21 FIRST FLOOR 28,464 15 0 0 20 0 1 104 0 2 13 0 29 0 8 2 194.00 FRONT OFFICE/TOILETS - 578 S.F. SECOND FLOOR 28,464 10 0 3 9 0 1 85 31 45 0 1 0 3 0 0 188.00 THIRD FLOOR 28,464 7 1 3 9 2 4 95 26 43 0 1 0 3 0 0 194.00 FOURTH FLOOR 28,464 11 1 3 13 2 4 90 26 43 0 1 0 3 0 0 197.00 # OF UNITS 43 2 9 51 4 10 374 83 133 13 3 29 9 8 2 773.00 TOTAL # OF UNITS S.F. PER UNIT 25.00 30.00 43.33 50.00 55.00 60.00 100.00 110.00 150.00 150.00 160.00 160.00 200.00 200.00 210.00 TOTAL S.F.1,075.00 60.00 389.97 2,550.00 220.00 600.00 37,400.00 9,130.00 19,950.00 1,950.00 480.00 4,640.00 1,800.00 1,600.00 420.00 82,264.97 NET RENTABLE (S.F.) % UNITS (#)5.56%0.26%1.16%6.60%0.52%1.29%48.38%10.74%17.21%1.68%0.39%3.75%1.16%1.03%0.26%100.00% % UNITS (S.F.)1.31%0.07%0.47%3.10%0.27%0.73%45.46%11.10%24.25%2.37%0.58%5.64%2.19%1.94%0.51% TOTAL BUILDING 113,856 106.42 AVERAGE UNIT (S.F.) 72%EFFICIENCY STAIRS STAIRS ELEVATORS FOURTH FLOOR GENERAL STORAGE 87 ' - 0 1 / 2 " 331' - 0 3/4" 41 ' - 0 3 / 4 " 45 ' - 1 1 5 / 8 " 41 ' - 0 3 / 4 " 45 ' - 1 1 5 / 8 " 87 ' - 0 3 / 8 " 5' - 0" 341' - 0 3/4" 5' - 0" 46' - 0 3/4"58' - 11 1/4"41' - 0 3/4"48' - 11 5/8"41' - 0 3/8"58' - 11 1/4"46' - 0 3/4" Th e d e s i g n s i n d i c a t e d i n t h e s e dr a w i n g s a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d w o r k s a n d a r e t h e in t e l l e c t u a l p r o p e r t y o f A r c h i t e c t s ' St u d i o , L L C . Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s sh a l l n o t b e r e p r o d u c e d i n a n y fo r m o r b y a n y m e a n s w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f Ar c h i t e c t s ' S t u d i o , L L C . IL L I N O I S L I C E N S E D P R O F E S S I O N A L D E S I G N F I R M # 1 8 4 -00 2 3 1 4 25 7 W E S T A V E N U E S U I T E 1 0 0 EL M H U R S T , I L 6 0 1 2 6 CO P Y R I G H T c 2 0 2 3 AR C H I T E C T S ' S T U D I O , L L C . T: 6 3 0 -61 7 -59 9 0 FO R R E V I E W REVIEW NOT FOR CONSTRUCTION DR A W N B Y : AS N O T E D SC A L E : CL I E N T : CH E C K E D B Y : 21 2 1 W . W A L T O N S T . CH I C A G O , I L 6 0 6 2 2 DR A W I N G T I T L E : DATE: ISSUED FOR: OF DRAWING #: JB FZ M C BU F F A L O G R O V E S T O R A G E . L L C 10 5 L E X I N G T O N D R BU F F A L O G R O V E , I L 6 0 0 9 0 SE L F S T O R A G E F A C I L I T Y PR E L I M I N A R Y F O U R T H L E V E L - UN I T M I X 06/30/23 A-1.3 N PRELIMINARY SCALE: 3/32" = 1'-0"A-1.3 1 PRELIMINARY FOURTH LEVEL FLOOR PLAN -UNIT MIX RE V # DA T E RE V I S I O N / I S S U E 2.2.b Packet Pg. 164 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) T/ GROUND LEVEL 0" T/ FOOTING -3' -6" T/ LOW PARAPET 45' -0" GRADE -6" T/ SECOND LEVEL 10' -0" B/ ROOF DECK 39' -3" T/ HIGH PARAPET 49' -0" T/ THIRD LEVEL 20' -0" 6' BAND PAINTED T/ FOURTH LEVEL 30' -0" STUCCO FINISH INSULATED METAL PANEL RTU SCREEN.RTU SCREEN. T/ GROUND LEVEL 0" T/ FOOTING -3' -6" T/ LOW PARAPET 45' -0" GRADE -6" T/ SECOND LEVEL 10' -0" T/ HIGH PARAPET 49' -0" T/ THIRD LEVEL 20' -0" Self-Storage Sign 6' BAND PAINTED SMOOTH FINISH INSULATED METAL PANEL PAINTED CMU T/ FOURTH LEVEL 30' -0" STUCCO FINISH INSULATED METAL PANEL T/ GROUND LEVEL 0" T/ FOOTING -3' -6" T/ LOW PARAPET 45' -0" GRADE -6" T/ SECOND LEVEL 10' -0" T/ HIGH PARAPET 49' -0" T/ THIRD LEVEL 20' -0" Self-Storage Sign 6' BAND PAINTED T/ FOURTH LEVEL 30' -0" PAINTED CMU SMOOTH FINISH INSULATED METAL PANEL STUCCO FINISH INSULATED METAL PANEL STUCCO FINISH INSULATED METAL PANEL SMOOTH FINISH INSULATED METAL PANEL SMOOTH FINISH INSULATED METAL PANEL T/ GROUND LEVEL 0" T/ FOOTING -3' -6" T/ LOW PARAPET 45' -0" GRADE -6" T/ SECOND LEVEL 10' -0" T/ HIGH PARAPET 49' -0" T/ THIRD LEVEL 20' -0" 6' BAND PAINTED T/ FOURTH LEVEL 30' -0" PAINTED CMU SMOOTH FINISH INSULATED METAL PANEL STUCCO FINISH INSULATED METAL PANEL T/ HIGH PARAPET 49' -0" METAL PANEL WALL EXTRUDED CORNICE SYSTEM Th e d e s i g n s i n d i c a t e d i n t h e s e dr a w i n g s a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d w o r k s a n d a r e t h e in t e l l e c t u a l p r o p e r t y o f A r c h i t e c t s ' St u d i o , L L C . Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s sh a l l n o t b e r e p r o d u c e d i n a n y fo r m o r b y a n y m e a n s w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f Ar c h i t e c t s ' S t u d i o , L L C . IL L I N O I S L I C E N S E D P R O F E S S I O N A L D E S I G N F I R M # 1 8 4 -00 2 3 1 4 25 7 W E S T A V E N U E S U I T E 1 0 0 EL M H U R S T , I L 6 0 1 2 6 CO P Y R I G H T c 2 0 2 3 AR C H I T E C T S ' S T U D I O , L L C . T: 6 3 0 -61 7 -59 9 0 FO R R E V I E W REVIEW NOT FOR CONSTRUCTION DR A W N B Y : AS N O T E D SC A L E : CL I E N T : CH E C K E D B Y : 21 2 1 W . W A L T O N S T . CH I C A G O , I L 6 0 6 2 2 DR A W I N G T I T L E : DATE: ISSUED FOR: OF DRAWING #: JB FZ M C BU F F A L O G R O V E S T O R A G E . L L C 10 5 L E X I N G T O N D R BU F F A L O G R O V E , I L 6 0 0 9 0 SE L F S T O R A G E F A C I L I T Y PR E L I M I N A R Y E L E V A T I O N S - GR E Y S C H E M E 06/30/23 A-2.0 SCALE: 3/32" = 1'-0"A-2.0 3 PRELIMINARY NORTH ELEVATION (REAR) SCALE: 3/32" = 1'-0"A-2.0 1 PRELIMINARY WEST ELEVATION SCALE: 3/32" = 1'-0"A-2.0 4 PRELIMINARY SOUTH ELEVATION (FRONT) SCALE: 3/32" = 1'-0"A-2.0 2 PRELIMINARY EAST ELEVATION PRELIMINARY SCALE: 1/2" = 1'-0"A-2.0 5 CORNICE DETAIL RE V # DA T E RE V I S I O N / I S S U E 2.2.b Packet Pg. 165 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) Th e d e s i g n s i n d i c a t e d i n t h e s e dr a w i n g s a n d s p e c i f i c a t i o n s a r e co p y r i g h t e d w o r k s a n d a r e t h e in t e l l e c t u a l p r o p e r t y o f A r c h i t e c t s ' St u d i o , L L C . Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s sh a l l n o t b e r e p r o d u c e d i n a n y fo r m o r b y a n y m e a n s w i t h o u t t h e ex p r e s s e d w r i t t e n p e r m i s s i o n o f Ar c h i t e c t s ' S t u d i o , L L C . IL L I N O I S L I C E N S E D P R O F E S S I O N A L D E S I G N F I R M # 1 8 4 -00 2 3 1 4 25 7 W E S T A V E N U E S U I T E 1 0 0 EL M H U R S T , I L 6 0 1 2 6 CO P Y R I G H T c 2 0 2 3 AR C H I T E C T S ' S T U D I O , L L C . T: 6 3 0 -61 7 -59 9 0 FO R R E V I E W REVIEW NOT FOR CONSTRUCTION DR A W N B Y : AS N O T E D SC A L E : CL I E N T : CH E C K E D B Y : 21 2 1 W . W A L T O N S T . CH I C A G O , I L 6 0 6 2 2 DR A W I N G T I T L E : DATE: ISSUED FOR: OF DRAWING #: JB FZ M C BU F F A L O G R O V E S T O R A G E . L L C 10 5 L E X I N G T O N D R BU F F A L O G R O V E , I L 6 0 0 9 0 SE L F S T O R A G E F A C I L I T Y PE R S P E C T I V E S 06/30/23 A-2.3 SOUTHWEST VIEW SOUTHEAST VIEW PRELIMINARY RE V # DA T E RE V I S I O N / I S S U E 2.2.b Packet Pg. 166 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) architects' studio BUFFALO GROVE STORAGE 05.17.23 FRONT VIEW 2.2.b Packet Pg. 167 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) architects' studio 05.17.23 BUFFALO GROVE STORAGE SOUTHWEST VIEW 2.2.b Packet Pg. 168 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) architects' studio 05.17.23 BUFFALO GROVE STORAGE SOUTHEAST VIEW 2.2.b Packet Pg. 169 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) architects' studio 05.17.23 BUFFALO GROVE STORAGE DRIVE-IN VIEW 2.2.b Packet Pg. 170 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e )     2.2.b Packet Pg. 171 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 4 STORY SELF STORAGE BUILDING PROPOSED 2.2.b Packet Pg. 172 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 4 STORY SELF STORAGE BUILDING PROPOSED 2.2.b Packet Pg. 173 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 4 STORY SELF STORAGE BUILDING PROPOSED 2.2.b Packet Pg. 174 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 4 STORY SELF STORAGE BUILDING PROPOSED 2.2.b Packet Pg. 175 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 2.2.b Packet Pg. 176 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 2.2.b Packet Pg. 177 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 2.2.b Packet Pg. 178 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) L0.1 PROJECT TEAM SHEET INDEX L0.1 PROJECT TEAM GENERAL LANDSCAPE NOTES PLANTING DETAILS L1.0 LANDSCAPE PLAN PLANT & MATERIALS LIST NOTES - GENERAL LANDSCAPE DEVELOPER: BUFFALO GROVE STORAGE, LLC. 2121 W. WALTON STREET CHICAGO, IL 60622 TEL (815) 417-4550 CONTACT: JIM LAPETINA ARCHITECT: ARCHITECTS' STUDIO 257 N. WEST AVENUE, SUITE 100 ELMHURST, IL 60126 TEL (630) 617-5990 CONTACT: JEFF BUDGELL CIVIL ENGINEER: NORTHWESTERN ENGINEERING CONSULTANTS 675 N. NORTH COURT, SUITE 160 PALATINE, IL 60067 TEL (847) 520-8410 CONTACT: DAN HAVLIR LANDSCAPE ARCHITECT: DICKSON DESIGN STUDIO, INC. 9 CRYSTAL LAKE ROAD, SUITE 110 LAKE IN THE HILLS, IL 60156 TEL (224) 241-8181 CONTACT: SHARON DICKSON / JEFF TORRENS CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STANDARDS AND CODES. CALL J.U.L.I.E. UTILITY LOCATING SERVICE (TEL 800.892.0123), 48 HOURS PRIOR TO THE START OF ANY DIGGING. GENERAL PLANT NOTES: A. ALL PLANT MATERIAL SHALL CONFORM IN SIZE AND GRADE IN ACCORDANCE WITH AMERICAN STANDARD FOR NURSERY STOCK. B. ALL PLANT MATERIAL SHALL BE MAINTAINED ALIVE, HEALTHY, AND FREE FROM DISEASE AND PESTS. C. ALL NEW PLANT MATERIAL SHALL BE FROM A LOCAL SOURCE WHENEVER POSSIBLE (LESS THAN 50 MILES). D. PLANTS SHALL BE ALLOWED TO GROW IN THEIR NATURAL FORM / HABIT. PLANTS SHALL NOT BE PRUNED/HEDGED UNLESS ABSOLUTELY NECESSARY (DUE TO VISIBILITY OR HAZARD OBSTRUCTION). E. ALL LANDSCAPED AREAS SHALL BE FREE OF WEEDS, LITTER, AND SIMILAR SIGNS OF DEFERRED MAINTENANCE. LOCATIONS OF PROPOSED PLANT MATERIAL MAY BE ADJUSTED AT TIME OF INSTALLATION DUE TO FINAL ENGINEERING AND FINAL LOCATION OF SITE UTILITIES. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SPREADING TOPSOIL (6"-12" DEEP), FINE GRADING, AND PREPARATION OF ALL LAWN AND LANDSCAPE AREAS. ALL SOILS SHALL BE FREE OF CONSTRUCTION DEBRIS, PRIOR TO INSTALLING ANY PLANT MATERIAL. PRIOR TO SPREADING TOPSOIL, THE LANDSCAPE CONTRACTOR SHALL INSPECT AND ACCEPT ALL BASE GRADES. ANY DEVIATION FROM GRADES INDICATED ON THE GRADING PLAN SHALL BE CORRECTED BEFORE PLACING ANY TOPSOIL. ALL SHRUB, GROUNDCOVER, PERENNIAL, AND ANNUAL PLANTING BEDS SHALL BE PREPARED WITH A SOIL AMENDMENT MIX - 1/3 TOPSOIL, 1/3 MUSHROOM COMPOST, AND 1/3 TORPEDO SAND. MATERIAL SHALL BE ROTO-TILLED JUST PRIOR TO THE INSTALLATION OF PLANT MATERIAL. ALL PLANTING ISLANDS SHALL BE MOUNDED TO PROVIDE POSITIVE DRAINAGE. ALL PLANTING BEDS ADJACENT TO LAWN AREAS SHALL HAVE A SPADED EDGE BORDER, UNLESS METAL OR OTHER BORDER IS SPECIFIED. ALL PLANTING BED AREAS SHALL MAINTAIN A MAX. 3" DEEP LAYER OF SHREDDED HARDWOOD MULCH (COLOR: NON-DYED, BROWN). LANDSCAPE CONTRACTOR SHALL COORDINATE PLANTING SCHEDULE WITH LANDSCAPE MAINTENANCE CONTRACTOR, TO ENSURE PROPER WATERING OF PLANTED AND SODDED AREAS AFTER INITIAL INSTALLATION. LANDSCAPE CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS ON SITE TO MINIMIZE ANY REDO OF COMPLETED LANDSCAPE WORK AND DAMAGE TO PLANT MATERIAL. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS/HER OWN LAYOUT WORK. UPON REQUEST, LANDSCAPE ARCHITECT SHALL BE AVAILABLE TO ASSIST/APPROVE CONTRACTOR LAYOUT. EVERY ATTEMPT HAS BEEN MADE TO DEPICT ALL EXISTING UTILITY LINES. CONTRACTOR SHALL USE PRECAUTION WHEN DIGGING. CONTRACTOR SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO ANY DIGGING, VERIFYING LOCATIONS AND DEPTHS OF ALL UTILITIES. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE PRIOR TO BID SUBMITTAL, TO BECOME FAMILIAR WITH EXISTING CONDITIONS AT THE SITE. PLANT LIST QUANTITIES PROVIDED AT TIME OF FINAL PLANS ARE APPROXIMATIONS. CONTRACTORS ARE RESPONSIBLE FOR COMPLETING THEIR OWN QUANTITY TAKE-OFFS. IF A DISCREPANCY IS FOUND BETWEEN THE PLAN AND THE PLANT LIST, THEN THE PLAN SHALL PREVAIL. PLANT SUBSTITUTIONS ARE ALLOWED DUE TO PLANT AVAILABILITY OR PLANTING TIME OF YEAR, ONLY WITH THE PRIOR CONSENT OF THE LANDSCAPE ARCHITECT. IF SUBSTITUTIONS ARE MADE WITHOUT PRIOR CONSENT, THE LANDSCAPE ARCHITECT MAINTAINS THE RIGHT TO REJECT MATERIAL IN THE FIELD, AT THE COST TO THE CONTRACTOR. CONTRACTOR TO PROVIDE TEST OF EXISTING AND IMPORTED SOILS PER SPECIFICATIONS. PLANTING SOIL SHALL BE AMENDED PER SPECIFICATIONS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AREAS OF POOR DRAINAGE OR OTHER UNUSUAL SUBSURFACE CONDITIONS ARE ENCOUNTERED DURING EXCAVATION FOR PLANTING PITS. ALL TURF SHALL SHALL BE KENTUCKY BLUEGRASS BLEND SOD (MINERAL, NOT PEAT), PER VILLAGE, SEED IS NOT ALLOWED. CONTRACTOR SHALL RESTORE LAWN AREAS THAT HAVE REMAINED PARTIALLY INTACT, TOP DRESSING WITH SOIL, SCARIFYING, AND SEEDING TO FORM A SMOOTH, FULL, EVEN LAWN, FREE OF BARE SPOTS, INDENTATIONS, AND WEEDS. LANDSCAPE DETAILS SHOWN ARE FOR DESIGN INTENT ONLY, LANDSCAPE ARCHITECT ASSUMES NO LIABILITY. CONTRACTOR IS RESPONSIBLE FOR ERECTING AND INSTALLING PROPERLY BUILT AMENITIES PER CODE, PER SITE CONDITIONS (FINAL GRADING & UTILITY LOCATIONS), AND PER AREA CLIMATE CONDITIONS. ALL LANDSCAPE SITE DETAILS FOR STRUCTURES AND FOOTINGS SHALL BE REVIEWED & APPROVED BY A STRUCTURAL ENGINEER. CONTRACTOR INSTALLATION BIDS SHALL INCLUDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL, IN PERPETUITY. (IF APPLICABLE) CONTRACTOR INSTALLATION BIDS SHALL INCLUDE A THREE-YEAR MONITORING AND MAINTENANCE PROGRAM ON ALL NATURALIZED DETENTION AREAS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24.SHEET NUMBER CLIENT NAME AND ADDRESS PLAN DATE PROJECT NAME AND SHEET TITLE REVISIONS 9 CRYSTAL LAKE ROAD SUITE 110 LAKE IN THE HILLS, IL 60156 (224) 241 8181 BUFFALO GROVE SELF STORAGE 105 LEXINGTON DRIVE BUFFALO GROVE, IL BUFFALO GROVE STORAGE, LLC 2121 W. WALTON STREET CHICAGO, IL MARCH 16, 2023 PLANTING DETAILS 3" MULCH MIN. SHRUB PLANTING TO REMOVE AIR POCKETS 3" CONTINUOUS RIM SPECIFIED PLANTING MIX. WATER & TAMP FORM SAUCER WITH PERENNIAL PLANTING PREPARE BED AS PER WRITTEN SPECIFICATION INSTALLED BEFORE PLANTING 3" COMPOST/LEAF MULCH PLANT SPACING AS MULTI-TRUNK TREE STAKING 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 24" INTO THE SUBGRADE PRIOR TO BACKFILLING 2-STRAND 12-GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB AGAINST TRUNKS OR BRANCHES FORM SAUCER WITH 3" CONTINUOUS RIM SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS 2 X BALL DIA. 3" MULCH MIN. PLANTING NOTES: STAKING AS REQUIRED NOTE: FORM SAUCER WITH MIX. WATER & TAMP SPECIFIED PLANTING 3" CONTINUOUS RIM POCKETS TO REMOVE AIR HILLSIDE PLANTING 3" MULCH MIN. PLANT SO THAT TOP OF ROOTBALL IS EVEN WITH THE FINISHED GRADE BACKFILL TO MEET EX. GRADE AND CREATE LEVEL GRADE AT ROOT BALL. EXISTING GRADE 2-STRAND 12-GAUGE GALV. WIRE TWISTED PLANTING NOTES: NOT TO SCALE TREE PLANTING & STAKING NOTE: OV E R A L L H T . TR U N K H T . 4' - 0 " STAKING AND WRAPPING 2 X BALL DIA. FORM SAUCER CANOPY SPREAD SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS PLANT SO THAT TOP OF ROOT BALL IS EVEN/SLIGHTLY ABOVE FINISHED GRADE 3" MULCH MIN. TRUNKS OR BRANCHES TOUCH OR RUB ADJACENT STAKING WIRE SHALL NOT FIRM SUPPORT AS NECESSARY FOR STAKE TO FIRST BRANCHES PRIOR TO BACKFILLING 24" INTO THE SUBGRADE DRIVEN FIRMLY A MINIMUM OF 2-3, 2" X 2" HARDWOOD STAKES BRANCHES ON MAIN STRUCTURAL SUPPORTS SHALL BE USED FROM TOP OF STAKE 2 WIRE IN RUBBER HOSE 6-9" WIRE TWISTED AND ENCASED 2-STRAND 12-GAUGE GALV.TREE WRAP AS REQUIRED 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 24" INTO THE SUBGRADE PRIOR TO BACKFILLING AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE STAKE AND GUY AS NEEDED STRAND TWISTED. AT WHICH TREE GREW FINISHED GRADE 2 x ROOTBALL DIA. EVERGREEN TREE PLANTING DO NOT CUT OR DAMAGE LEADER 12-GUAGE GALVANIZED WIRE, DOUBLE SET ROOTBALL 3" HIGHER THAN GRADE 4" DEEP WATER RETENTION BASIN APPLY SPECIFIED MULCH 3" DEEP TO REMAIN PERMANENTLY UNDISTURBED SUBGRADE PLANTING NOTES: PER PLAN NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PRELIMINARY LANDSCAPE PLAN 2.2.b Packet Pg. 179 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 4 STORY SELF STORAGE BUILDING PROPOSED I-ZONING, VILLAGE OF BUFFALO GROVE THE RUBY COMPANY I-ZONING, VILLAGE OF BUFFALO GROVE REINDERS LANDSCAPE SUPPLY I-ZONING, VILLAGE OF BUFFALO GROVE OPEN SPACE B-3 ZONING, VILLAGE OF BUFFALO GROVE RICKY ROCKETS FUEL AND CONVENIENCE STORE B-3 ZONING, VILLAGE OF BUFFALO GROVE PROPOSED CAR WASH B-3 ZONING, VILLAGE OF BUFFALO GROVE UNDEVELOPED I-ZONING, VILLAGE OF BUFFALO GROVE MIDWEST RESOURCE GROUP 25' LANDSCAPED BUILDING SETBACK (TO REMAIN UNDISTURBED) EXISTING TREE TO REMAIN, TYPICAL BUILDING MOUNTED SIGN LOCATIONS, REFER TO ARCHITECTURE EXISTING TREE TO BE REMOVED SHOWN WITH 'X', TYPICAL EXISTING TURF GRASS TO REMAIN 1-CO 25' SIGHT TRIANGLE, TYPICAL TURF SEED & BLANKET DISTURBED AREAS AS NEEDED EXISTING PRIVATE STREET 1-PA 1-QB KENTUCKY BLUEGRASS BLEND SEED AND BLANKET (±56 SF) 1-MRJ 13-JCSG KENTUCKY BLUEGRASS BLEND SEED AND BLANKET ALL DISTURBED AREAS (±10,660 SF)KENTUCKY BLUEGRASS BLEND SEED AND BLANKET ALL DISTURBED AREAS (±3,853 SF) RETENTION AREA TREATMENT TO BE DETERMINED AT FINAL PLANS (NATIVE PLANTS OR TURF ±4,350 SF) 2-MRJ 9-SA 5-PHM 1-BXGM 3-NKK 1-SXP 7-SA 1-VCC 5-PHM 3-AAM SPLIT RAIL FENCE, TYPICAL - SEE DETAIL ±74 LF SPLIT RAIL FENCE, TYPICAL - SEE DETAIL (±430 LF) 6-SH 5-VDLJ 7-PVN 6-SH 5-VDLJ 7-PVN 6-SH 4-VDLJ 6-PVN 3-FOS 8-PVN 3-FOS 6-PVN 4-VDLJ 6-SH10-FOS KENTUCKY BLUEGRASS BLEND SEED AND BLANKET (±56 SF)KENTUCKY BLUEGRASS BLEND SEED AND BLANKET (±56 SF) 10'-0" 4" x 4" 0'-4" 1'-0" 9" 3'-0" 10'-3" O.C. 6" Gravel Base POST SET IN 8" WIDE CONCRETE FOOTING 42" OR BELOW FROST LINE FINISHED GRADE SHEET NUMBER CLIENT NAME AND ADDRESS PLAN DATE PROJECT NAME AND SHEET TITLE REVISIONS 9 CRYSTAL LAKE ROAD SUITE 110 LAKE IN THE HILLS, IL 60156 (224) 241 8181 BUFFALO GROVE SELF STORAGE 105 LEXINGTON DRIVE BUFFALO GROVE, IL BUFFALO GROVE STORAGE, LLC 2121 W. WALTON STREET CHICAGO, IL MARCH 16, 2023 60'30'15'0 L1.0 PRELIMINARY LANDSCAPE PLAN TREE PRESERVATION & REMOVAL AND PROPOSED LANDSCAPE PLAN SCALE: 1" = 30'-0" NORTH PLANT & MATERIALS LIST DETAIL: SPLIT RAIL FENCE SCALE: 1/2" = 1'-0" 2.2.b Packet Pg. 180 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) House / KZ Extra Space Storage 105 Lexington Drive Bualo Grove, IL 60089 Bill Marlow 5.09.23 5.24.23 7.05.23 - O.A.H. 1/4" = 1' 1 of 2 DBS12304 12304 "This Document is owned by, and the information contained in it is proprietary to, Parvin-Clauss Sign Company. By receipt hereof the holder agrees not to use the information, disclose it to any third party, nor reproduce this document without the prior written consent of Parvin-Clauss Sign Company. Holder also agrees to immediately return this document upon request of Parvin-Clauss Sign Company."© Copyright 2023 by Parvin-Clauss Sign Co. PROJECT: CUSTOMER APPROVAL: REVISIONS: 1 2 3 4 5 6 DATE AUTHORIZED SIGNATURE REPRESENTATIVE DRAWN BY DATE SCALE SHEET NO. ESTIMATE / JOB NUMBER FILE NAME 7 8 This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and /or other applicable local codes. This includes proper grounding and bonding of the sign.Customer is responsible for bringing sufficient power to the location(s) of illuminated signage. DESIGN BUILD STORAGE 4' - 4 ½" 5' - 6 " 47'-4" 260 SFQty. 1 set DISCONNECT SWITCHES AT RIGHT END OF ALL RACEWAYS US LED SV3-3-12-W - 3/8� MASONRY ANCHORS 7¼” X 4½” T.B.D. SCALE: 1/32" = 1'-0" 2.2.b Packet Pg. 181 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 7.05.23 5.24.23 - size House / KZ Extra Space Storage 105 Lexington Drive Bualo Grove, IL 60089 Bill Marlow 5.09.23 1/2" = 1' 2 of 2 DBS12304 12304 "This Document is owned by, and the information contained in it is proprietary to, Parvin-Clauss Sign Company. By receipt hereof the holder agrees not to use the information, disclose it to any third party, nor reproduce this document without the prior written consent of Parvin-Clauss Sign Company. Holder also agrees to immediately return this document upon request of Parvin-Clauss Sign Company."© Copyright 2023 by Parvin-Clauss Sign Co. PROJECT: CUSTOMER APPROVAL: REVISIONS: 1 2 3 4 5 6 DATE AUTHORIZED SIGNATURE REPRESENTATIVE DRAWN BY DATE SCALE SHEET NO. ESTIMATE / JOB NUMBER FILE NAME 7 8 This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and /or other applicable local codes. This includes proper grounding and bonding of the sign.Customer is responsible for bringing sufficient power to the location(s) of illuminated signage. DESIGN BUILD STORAGE SCALE: 1/16" = 1'-0" Qty. 1 set DISCONNECT SWITCHES AT RIGHT END OF ALL RACEWAYS US LED SV3-3-12-W - 3/8 MASONRY ANCHORS 7¼” X 4½” T.B.D. 2'-5" 3'-1" 26'-4" 81 SF 2.2.b Packet Pg. 182 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 2.2.b Packet Pg. 183 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) Model Watts Lumen Optic Color Temp. CRI Optional Finish LI-WMK80XYZ 80 9240 A = 80x100 1 = 3000K 2 = 4000K 3 = 5000K 80 1 = Dimmable 2 = Occupancy Sensor 3 = Photocell BR AMBERT Ordering Example: LI-WMK80XYZ-80-A-1-1-BR ORDERING INFORMATION Project name: BR DESCRIPTION Specification grade architectural LED wallpack replacement for up to 250 watt HPS/ MH. Long life and low energy consumption utilizing CREE LED make this an exceptional value for exterior wall/entrance illumination. Low cost and easy to install. Wall fitting AMBERT 1/2www.ledindustriesusa.com Tel.: 800 784 0698 13450 FM 529  Houston, TX 77041 2.2.b Packet Pg. 184 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) AMBERT BR •Material: Die-cast aluminum housing with power coated color. No mercury and cool to the touch. High conductive, waterproof, aging resistance, salt mist resistance ,Make sure the safety and long lifetime. Tempered, borosilicate, UV & Fire resistant high output glass lens with seamless, silicone gasket to prevent leaks. •Led type: CREE LED'S. •Electrical: 120~ 277Vac, 50/60Hz Driver included. •Power factor: ≥90% •Led efficiency: 150 lm/W •Color temperature: 3000K, 4000K, 5000K •Operation temperature: -20°C to 40°C •Color Rendering Index (CRI): ≥ 80 •THD%: < 20% •IP Rating: IP65 AMBERT 2/2 Project name: 138mm / 5.4” www.ledindustriesusa.com 33 4 m m / 1 3 . 1 5 ” 281mm / 11.1” Tel.: 800 784 0698 13450 FM 529  Houston, TX 77041 2.2.b Packet Pg. 185 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) May 15, 2023 Nicole Woods, AICP Director of Community Development Village of Buffalo Grove 50 Raupp Boulevard Buffalo Grove, IL 60089 NWoods@VBG.org RE: 105 Lexington Drove Development Application Planned Unit Development Standards – Response PLANNED UNIT DEVELOPMENT STANDARDS In addition to the special use standards, all planned unit developments shall meet the following general standards: 1. Have the minimum areas as ser forth in Section 17.16.060. Response: The minimum areas as set forth in Section 17.16.060 are met or are varied in this application. 2. The uses permitted in such development are not of such a nature or so located as to exercise an under detrimental influence or effect upon the surrounding neighborhood: Response: The proposed use of this PUD will not present a detrimental influence or effect upon the surrounding neighborhood. This projec t will complete the redevelopment of the four-lot Bluestone subdivision with a benign, neighborhood friendly use that provides a service to the neighborhood and offers minimal noise and traffic to the neighborhood and will act as a buffer between the more congested commercial uses to the south and the lighter commercial uses to the north and the residential uses to the NW. 2.2.b Packet Pg. 186 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 2 | P a g e 3. The plan effectively treats the developmental possibilities of the subject property, making appropriate provisions for the preservation of streams, wooded areas, scenic views, floodplain areas, and similar physical features. Response: All required provisions will be made with respect to the preservation of streams, wooded areas, scenic views, floodplain areas, and other similar features. All stormwater is being handled onsite in compliance with all codes and ordinances. 4. All requirements pertaining to commercial, residential, institutional or other uses established in the planned unit development conform to the requirements for each individual classification as established elsewhere in this Title, except as may be specifically varied for the proper planning of the planned unit development; Response: All requirements pertaining to Commercial uses as established in the PUD will conform to the requirements for Commercial use as established elsewhere in this Title except as is specifically varied for the proper planning of this PUD. 5. The Planning and Zoning Commission shall determine that the area and width of the lot shall be sufficient for the proposed use, and that the development of the property in the proposed manner creates no outlots which will be difficult to develop in an appropriate manner. Response: Development of this project creates no outlots. 2.2.b Packet Pg. 187 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) May 15, 2023 Nicole Woods, AICP Director of Community Development Village of Buffalo Grove 50 Raupp Boulevard Buffalo Grove, IL 60089 NWoods@VBG.org RE: 105 Lexington Drove Development Application Special Use Standards – Response 17.28.040 Criteria for Special Use. A. All special uses shall meet the following criteria: 1. The special use will serve the public convenience at the location of the subject property; or the establishment, maintenance or operation of the special use will not be detrimental to or endanger the public health, safety, morals, or general welfare; Approval of this Special Use Request will serve the public convenience at the location of the subject property by providing a service to residents that is in demand and currently underserved in this area. All the users of this facility will be local residents and business owners. 2. The location and size of the special use, the nature and intensity of the operation involved in or conducted in connection with said special use, the size of the subject property in relation to such special use, and the location of the site with respect to streets giving access to it shall be such that it will be in harmony with the appropriate, orderly development of the district in which it is located; The shape of this site, long and narrow, presents a hardship for any development. The use as a climate controlled self-storage facility, given the very low customer trips and lack of heavy material deliveries as would be common for other commercial uses, offers a buffer between the heavier commercial uses to the south and the less intense commercial uses to the north and the residential to the north-west. 2.2.b Packet Pg. 188 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 2 | P a g e 3. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity of the subject property for the purposes already permitted in such zoning district, nor substantially diminish and impair other property valuations with the neighborhood; This use will not be injurious to the use and enjoyment of other property in th e immediate vicinity of the subject property for the purposes already permitted in such zoning district because this use is quite possibly the lowest intensity use as there could be. This facility will have one or possibly two overlapping employees, There are no toxic, smelly processes, and on a busy day there may be 6-8 or t-10 customer visits. Additionally, most loading and unloading is done inside the building. 4. The nature, location and size of the buildings or structures involved with the establishment of the special use will not impede, substantially hinder or discourage the development and use of adjacent land and buildings in accord with the zoning district within which they lie; The nature, location and size of the buildings or structures involved with the establishment of the special use will not impede, substantially hinder, or discourage the development and use of adjacent land and building in accord with the zoning district within which they lie because the proposed use is as benign a use as could possibly be proposed. Additionally, this is the last parcel to develop in the immediate commercially zoned district within which the subject parcel lies. 5. Adequate utilities, access roads, drainage, and/or other necessary facilities have been or will be provided; All necessary utilities exist at the site and can adequately serve the proposed development. With 6 to 8 or 10 customer visits on a busy day the surrounding access roads are adequate to handle this facility. The impact on adjacent roads will be insignificant. Drainage has / will be provided for per all applicable codes and ordinances. Access to internal loading and unloading will be from a private road that runs along the south property line. 6. Parking areas shall be of adequate size for the particular special use, which areas shall be properly located and suitably screened from adjoining residential uses, and the entrance and exit driveways to and from these parking areas shall be designed so as to prevent traffic hazards, eliminate nuisance and minimize traffic congestion in the public streets; The minimal required parking for this facility will be constructed per Buffalo Grove codes and ordinances and screened per the Buffalo Grove landscaping ordinance. 2.2.b Packet Pg. 189 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) 3 | P a g e B. The special use shall in all other respects conform to the applicable regulations of the zoning district in which it is located, except as such regulations may be varied. Notwithstanding the foregoing, business planned unit developments shall conform with Section 17.44.040 (D) unless varied. C. The Planning and Zoning Commission may recommend and the Corporate Authorities my impose such conditions and restrictions upon the subject property, the location, the construction and design of buildings and use of the property benefited by such special use as may be necessary or appropriate to comply with the foregoing criteria. D. Notwithstanding Chapter 17.52, the Planning and zoning Commission my recommend and the Corporate Authorities may vary the regulations of the zoning district in which the special use is located subject to the general objectives of Section 17.28.050(A)(1)- (3), except for planned unit developments which shall meet the general objectives of Section 17.28.050(A)(1)-(7). (Ord. 2004-100 & 2,2004) (Ord. No. 2014-43, & 21, 6-16-2014) 2.2.b Packet Pg. 190 At t a c h m e n t : P l a n S e t ( S e l f - S t o r a g e D e v e l o p m e n t - 1 0 5 L e x i n g t o n D r i v e ) Updated: 7/14/2023 1:45 PM Page 1 Action Item : Petition to the Village of Buffalo Grove for an Amendment to Ordinance 2009-15, Which Adopted the “Village Comprehensive Plan Update 2009” for the Dundee Road TIF Area to Have a Mixed-Use Future Land Designation Including Commercial, Office, Residential, Civic/Cultural, and Public Uses Recommendation of Action Village staff recommends approval of the amendment to the Comprehensive Plan. The Village is currently in the process of establishing the Dundee Road Tax Increment Financing District. The Village kicked off this process in February 2023 and is holding the public hearing for the TIF District on July 17, 2023. To achieve alignment with the Dundee Road TIF District?s Redevelopment Plan, an amendment to the existing Comprehensive Plan is being proposed. The proposed amendment is to designate mixed-use as the future land use for the Dundee Road TIF District area. The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony. The PZC shall make a recommendation to the Village Board concerning the request for the Comprehensive Plan amendment. ATTACHMENTS: • Staff Report (DOCX) Trustee Liaison Staff Contact Village Manager Bragg, Weidenfeld Kelly Purvis, Community Development Wednesday, July 19, 2023 2.3 Packet Pg. 191 VILLAGE OF BUFFALO GROVE PLANNING & ZONING COMMISSION STAFF REPORT MEETING DATE: July 19, 2023 SUBJECT PROPERTY LOCATION: Dundee Road TIF District Area PETITIONER: Village of Buffalo Grove PREPARED BY: Kelly Purvis, Deputy Director of Community Development REQUEST: Petition to the Village of Buffalo Grove for an amendment to Ordinance 2009-15, which adopted the “Village Comprehensive Plan Update 2009” for the Dundee Road TIF area to have a mixed-use future land designation including Commercial, Office, Residential, Civic/Cultural, and Public uses as outlined in the Dundee Road Tax Increment Financing District Eligibility Report and Redevelopment Plan and Project. EXSITING LAND USE AND ZONING: The area for which the amendment is requested, currently includes the following uses: Commercial, Office, Vacant, and Public (school); and the following zoning designations: B-1, B-3, B-4, R-E, and R-1. COMPREHENSIVE PLAN: The 2009 Village Comprehensive Plan calls for this area to be a variety of uses including Commercial, Office, Public/Semi-Public, Parks/Open Space. The Village is currently in the process of establishing the Dundee Road Tax Increment Financing District. The Village kicked off this process in February 2023 and is holding the public hearing for the TIF District on July 17, 2023. To achieve alignment with the Dundee Road Tax Increment Financing District’s Redevelopment Plan, an amendment to the existing Comprehensive Plan is being proposed. Comprehensive Plans are long-term (15-20 year) frameworks and guides for communities. They are meant to be flexible and adaptable to changing conditions and a municipality can choose to update its plan or a part of its plan at any time to match the local needs, interests, or opportunities. The Village’s current Comprehensive Plan was adopted in 2009. The Lake Cook Corridor Market Study and Plan and the Prairie View Metra Station Area Plan were approved as an amended element to the Comprehensive Plan in 2018 and 2019, respectively. The proposed amendment is to designate mixed-use as the future land use for the Dundee Road TIF District area. This area, which is shown below in Exhibit 1 below, extends east-west along Dundee Road with most parcels adjacent to two intersections: Dundee Road and Arlington Heights Road, and Dundee Road and Old Arlington Heights Road. As outlined in the Dundee Road Tax Increment Financing District 2.3.a Packet Pg. 192 At t a c h m e n t : S t a f f R e p o r t ( C o m p P l a n A m e n d m e n t - D u n d e e R o a d T I F ) Eligibility Report and Redevelopment Plan and Project, the mixed-use designation would allow for the following uses: • Commercial • Office • Residential • Civic/Cultural • Public Exhibit 1. Proposed Future Land Use for the Dundee Road TIF District Area It should be noted that Village staff is currently working on a new Comprehensive Plan for the Village, which takes a deeper dive into the Dundee and Milwaukee Corridors. The new comprehensive plan will ensure alignment with the Dundee Road Tax Increment Financing District’s Redevelopment Plan. Such action was not necessary with the 2020 Lake Cook Corridor Tax Increment Finance District as the TIF District was aligned with the future land uses of the Comprehensive Plan via the adoption of the Lake Cook Corridor Market Study and Plan as an element and amendment to the Comprehensive Plan. STAFF RECOMMENDATION Staff recommends approval of an amendment to Ordinance No. 2009-15, which adopted the “Village Comprehensive Plan Update 2009”, for the Dundee Road TIF area to have a mixed-use future land use designation including Commercial, Office, Residential, Civic/Cultural, and Public uses as outlined in the Dundee Road Tax Increment Financing District Eligibility Report and Redevelopment Plan and Project. 2.3.a Packet Pg. 193 At t a c h m e n t : S t a f f R e p o r t ( C o m p P l a n A m e n d m e n t - D u n d e e R o a d T I F ) ACTION REQUESTED The Planning & Zoning Commission (PZC) shall open the public hearing and take public testimony. The PZC shall make a recommendation to the Village Board concerning the request for the Comprehensive Plan amendment. Suggested PZC Motion: The PZC recommends approval of an amendment to Ordinance No. 2009-15, which adopted the “Village Comprehensive Plan Update 2009”, for the Dundee Road TIF area to have future land use designation of mixed-use including Commercial, Office, Residential, Civic/Cultural, and Public uses as outlined in the Dundee Road Tax Increment Financing District Eligibility Report and Redevelopment Plan and Project. 2.3.a Packet Pg. 194 At t a c h m e n t : S t a f f R e p o r t ( C o m p P l a n A m e n d m e n t - D u n d e e R o a d T I F ) 06/21/2023 MINUTES OF THE REGULAR MEETING OF THE PLANNING AND ZONING COMMISSION OF THE VILLAGE OF BUFFALO GROVE HELD IN THE COUNCIL CHAMBERS, 50 RAUPP BOULEVARD, BUFFALO GROVE, ILLINOIS ON WEDNESDAY, JUNE 21, 2023 Call to Order The meeting was called to order at 7:30 PM by Commissioner Mitchell Weinstein Public Hearings/Items For Consideration - None Regular Meeting Other Matters for Discussion 1. Comprehensive Plan Reengagement - Staff Will Facilitate a Discussion with the PZC Regarding the Reengagement of the Community in the Comprehensive Planning Process (Trustee Weidenfeld) (Staff Contact: Kelly Purvis) Purvis, Deputy Community Development Director, gave a presentation on the reengagement of the Buffalo Grove Comprehensive Plan, specifically the reason for updating the existing conditions report, taking the project in-house, and the project timeline. Purvis provided the commissioners with a worksheet that included questions about the community including the strengths, issues, and overall vision of the Village as well as the Dundee and Milwaukee Corridors. All the Commissioners took time completing the worksheet. Purvis reviewed the questions one by one and gathered their responses. The Commissioners spoke about the potential uses of both corridors and what they may look like 10-20 years down the road. When asked about the strengths of the community, Commissioner Moodhe started off the conversation. Com. Moodhe expressed diversity as a strength and a reoccurring desire amongst the community. Additionally, he mentioned the stability and reliability of village governance. Com. Worlikar expressed the Villages schools as a strength and a draw to the community. Com. Spunt expressed great village services as a strength to the community along with activities for families and children. 3.B.1 Packet Pg. 195 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 3 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 06/21/2023 Com. Davis expressed diversity and the growing population within our geographic area. Com. Richards mentioned the park district services as a great strength along with their programs and the greenspace that allows people to be active outdoors. Additionally, he mentioned the fiscal responsibility. Chairperson Weinstein expressed that residents of Buffalo Grove tend to stay for a long time, which goes along with the aging population. Additionally, he added comments he had heard during a steering committee where developers expressed the ease of working with the village for development as a strength. Com. Saxena expressed the village does a great job at providing the essentials, whether it is grocery, medical, recreation and more. Overall, the commissioners expressed the strengths of the Dundee Corridor include its contiguous land, traffic density, housing density, the location of BG High School, and its potential for mixed use development and overall growth. When asked about the strengths of the Milwaukee Corridor, the commissioners expressed high traffic area, good access, potential to work with surrounding communities, and the potential for businesses to be located in the corridor (restaurant, entertainment, services, offices). When asked about the issues facing the community, Commissioner Spunt started off the conversation. Com. Spunt expressed the number of lanes on major roads as an issue – there are not enough lanes to handle more traffic that may come. Com. Worlikar expressed the need for more room at the schools. Additionally, he mentioned improved public transportation as a need for the future. Com. Saxena expressed the need to scale village services to keep pace with anticipated growth. Com. Weinstein expressed the need for affordable housing and rising property taxes as issues. Com. Moodhe expressed additional connectivity in these corridors which may become more high density in years to come. He also mentioned more public transportation. Com. Davis expressed the need for more things to do that keep you within the boundaries of the village in addition to the great residential areas. 3.B.1 Packet Pg. 196 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 3 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 06/21/2023 Com. Richards expressed the need for more business in buffalo grove so that we have more visitors coming in to work. Overall, when asked about the issues facing Dundee Corridor, commissioners mentioned the dilapidated dealerships, safety of the road conditions in the winter, odd lot sizes, and property assemblage. When asked about the issues facing the Milwaukee Corridor, commissioners mentioned the ownership/rights of land/property along the corridor as well as floodplain issues, lack of development, and too many gas stations. When asked what their vision would be for the future of the community, Com. Moodhe started off the conversation. Com. Moodhe expressed the desire for a strong mix or residential and a mix of various businesses. Com. Spunt expressed the desire for a good comprehensive plan to help guide the community like we have been doing. Com. Worlikar expressed the desire for a community identity. Additionally, he mentioned the desire for expanded community services such as parks, schools, and programs. Com. Richards expressed the desire for intentional technology readiness such as solar and EV. Additionally, creating e-services for the community. Com. Saxena expressed the desire for services for the aging population. When asked about the vision for the Dundee Corridor, overall, the commissioners expressed the desire for a high-density area with mixed uses, and total revitalization of the area. Additionally, the possibility of creating an entertainment district and playing off the traffic that moves through the area. When asked about the vision for the Milwaukee Corridor, overall, the commissioners expressed the desire for a strong retail corridor, business districts/employment opportunities, more restaurants, and creating an identity for the corridor itself. Lastly, Purvis asked the commissioners is their thoughts, ideas and/or vision of the community, Dundee Corridor or Milwaukee Corridor have changed over the past 3 years. Commissioner Moodhe started off the conversation. 3.B.1 Packet Pg. 197 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 3 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 06/21/2023 Com. Moodhe said that in the past he would not have said there was a need for high density and mixed use areas, but now he would like to see more of that. Com. Spunt spoke to the changes that are occurring around us that have played into his thoughts, ideas and or vision of the community and the corridors. Com. Davis spoke to diversity and the need for a community identity. Com. Weinstein said he would like us to identify our strengths and build off them as our foundation for creating the plan. Additionally, creating fast casual places for those who now work in a hybrid environment who are looking for those types of restaurants. Com. Worlikar talked about office space verses the hybrid work environment post-covid. How will the labor market drive our development and how can we be flexible as the market changes. Com. Saxena spoke to the labor market and keeping a pulse on industry treads. Purvis concluded the discussion by presenting the next steps in the reengagement of the comprehensive plan. Approval of Minutes 1. Planning and Zoning Commission - Regular Meeting - May 17, 2023 7:30 PM RESULT: ACCEPTED [6 TO 0] AYES: Moodhe, Spunt, Weinstein, Richards, Worlikar, Davis ABSTAIN: Sujat Sazen ABSENT: Zill Khan, Amy Au Chairman's Report Chairperson Weinstein congratulated Com. Saxena for joining the commission and congratulated Com. Richards on his appointment to vise chairperson. Committee and Liaison Reports Com. Richards provided the liaison report for the last Village Board meeting. Staff Report/Future Agenda Schedule Purvis provided the commission with updates including the resignation of Com. Khan from the Planning and Zoning Commission and future agenda items. Public Comments and Questions 3.B.1 Packet Pg. 198 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 3 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s ) 06/21/2023 Adjournment The meeting was adjourned at 9:23 PM Action Items Kelly Purvis APPROVED BY ME THIS 21st DAY OF June , 2023 3.B.1 Packet Pg. 199 Mi n u t e s A c c e p t a n c e : M i n u t e s o f J u n 2 1 , 2 0 2 3 7 : 3 0 P M ( A p p r o v a l o f M i n u t e s )