Planning Commission

VILLAGE OF PALATINE VILLAGE HALL - COUNCIL CHAMBERS 200 E. WOOD STREET PALATINE, IL 60067-5339 – (847) 359-9050 http://www.palatine.il.us PLAN COMMISSION AGENDA ● JANUARY 18, 2022 Village Hall - Council Chambers Regular Meeting 7:00 PM I. CALL TO ORDER II. APPROVAL OF MINUTES 1. Plan Commission - Regular Meeting - Dec 7, 2021 7:00 PM III. PUBLIC HEARING IV. CASE STAFF STATEMENTS 1. 1101 E. Dundee Road - Planned Development Amendment to the Park Place Shopping Center Planned Development to allow for the construction of a new multi-tenant building; and 2. A Special Use to permit a restaurant, with drive- through, as a tenant in the new building. V. COMMUNICATIONS VI. ADJOURNMENT VILLAGE OF PALATINE Page 1  2.1 VILLAGE OF PALATINE VILLAGE HALL - COUNCIL CHAMBERS 200 E. WOOD STREET PALATINE, IL 60067-5339 – (847) 359-9050 http://www.palatine.il.us PLAN COMMISSION MINUTES ● DECEMBER 7, 2021 Village Hall - Council Chambers Regular Meeting 7:00 PM I. CALL TO ORDER Attendee Name Title Status Arrived Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) Dennis Dwyer Chairman Present Patrick Noonan Plan Commissioner Present Teri Williams Plan Commissioner Present Eric Friedman Plan Commissioner Present Rodney Bettenhausen Plan Commissioner Present Robert Kolososki Plan Commissioner Absent Stephen Fedota Plan Commissioner Present II. APPROVAL OF MINUTES 1. Plan Commission - Regular Meeting - Nov 16, 2021 7:00 PM - Accepted as Amended RESULT: ACCEPTED AS AMENDED [UNANIMOUS] MOVER: Patrick Noonan, Plan Commissioner SECONDER: Rodney Bettenhausen, Plan Commissioner AYES: Dwyer, Noonan, Williams, Friedman, Bettenhausen ABSENT: Kolososki, Fedota VILLAGE OF PALATINE Page 1 Packet Pg. 2  2.1 Minutes Plan Commission December 7, 2021 III. PUBLIC HEARING IV. CASE STAFF STATEMENTS 1. 874-920 N. Quentin Road - Preliminary Planned Development to allow a 2-story, 40-unit apartment building. - No Recommendation Chairman Dwyer read the notice of public hearing that was published in the Daily Herald on November 22nd, 2021 and mailed to the owners of the surrounding properties. Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) The following petitioner’s exhibits were introduced: 1. Letter & Description of Project Changes 2. Palatine Parking & Traffic Narrative 3. 9-27-21 Combined Drawing 4. Revised Elevation & Floor Plan 11-24-21 5. Initially Revised Rendering 2nd Submission 6. Proposed Unit Mix - Density Analysis 7. Quentin Apartments - Project Description 8. PPD Application 9. Previously Proposed Elevations 10. Previously Proposed - Initial Site Plan 11. Site Plan & Elevation Changes 12. Resident Email Documents 12 thru 36 13. Public Notice 14. Additional Resident Emails not in Packet 15. Updated Petition and Map of households in the immediate neighborhood opposed to development - submitted to Plan Commission as of 12/07/21. Sworn in Petitioners: Jake Victor with Northpoint Development and Andy Dumke of Alliance Development. Mr. Victor presents the site plan and explains that over the last 6 months revisions have been made to incorporate the feedback they received from the neighbors, staff, and the Plan Commission. He provides information on the revisions and a summary of the concerns that have been addressed, which includes changes to the parking, removing the entrance on Poplar Street, reducing the structure from three stories to two stories with a flat roof, instead of a pitched roof, landscaping improvements and installing an 8-foot fence. The changes also include removing balconies facing the single family homes and removing the retaining walls. Mr. Victor presents the new proposal and 3-D animation. He states it would be a high-end development and finishes for the units and community room and provides details regarding the units available in the complex. He states that the three bedroom option has been reduced significantly to address the concerns VILLAGE OF PALATINE Page 2 Packet Pg. 3  2.1 Minutes Plan Commission December 7, 2021 from the surrounding neighbors regarding the number of children that this development could potentially attract. He summarized the reductions and characteristics of the units in the revised plan. He indicated that the site plan remains overparked. The plan also removed the trees within the 20-foot setback and maintained some that are existing, based upon neighbor feedback and reviewed the animation presentation of the building. Mr. Victor indicated that traffic was raised as a concern, their plan projects 15 vehicles during the peak traffic hour. This is a green building, with significant investment in stormwater controls. Tenant storage and patios would also be included. The density is comparable to the Clayson development, approved in unincorporated Cook County, but adjacent to the site. Mr. Victor states that they would consider Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) adding a second entrance from Quentin Road and reducing the number of units from 40 units to 36 unit, as part of a condition of review. He also notes that this would create more room between the detention pond and the playground and the road. He states that the detention pond is a dry basin. Mr. Victor addresses the concern regarding the 20-foot setback off Quentin Road and states they would be willing to provide further setback, if necessary. Mr. Victor believes the density is appropriate for the site and the R-3 Zoning is being met. Their plan also address tenant storage and a snow removal plan. He noted that not many other properties on Quentin Road have deceleration lanes. Mr. Victor provides information on the tax incentive program. He explains that The State of Illinois is providing a $15 million investment for this site and it would be providing needed housing for the Palatine work force. He explains that tenants would have to pass background checks, have stable income, and prove to be good tenants. They have also secured $1 million from the Federal Home Loan bank of Chicago. He provides typical income information and the expected rates for the rental units. Mr. Dumke states that the Illinois State Agency identified Palatine as a community with a high demand for affordable work force housing. The area is typical of where apartment complexes like this would be built, based upon their review of the area. Mr. Bettenhausen asks about the staff recommendation for a 2nd entrance off Quentin Road, because the site looks very tight. Mr. Dumke states it would be closer to Poplar Street with a right in and a right out. He explains that they would probably have to shrink the building to the 36 units in order to achieve this request which would also adjust the density of the project. Mr. Bettenhausen asks if they would consider reducing the capacity of the building. Mr. Dumke states the state agency has made considerable accommodations and feels that any more reductions in units could affect their funding and the economics of the site. Mr. Victor adds that they had to compete for the tax credit and have pushed the State in this process. Mr. Dumke confirms that almost 50% of the units are one bedroom and notes that this change also minimizes the density. STAFF SUMMARY AND RECOMMENDATION: VILLAGE OF PALATINE Page 3 Packet Pg. 4  2.1 Minutes Plan Commission December 7, 2021 Mr. Vyverberg provides the staff statement and explains the subject property is 2.53 acres and addresses the revised changes. He presents the revised site plans and confirms that engineering plans were reviewed by the village engineer and accepted, with some conditions. He also confirms that the infrastructure is existing and in place around the Subject Property. Stormwater detention is provided on the north and south sides of the site. He states that revised plans have not been submitted to the village or reviewed by Staff for any changes to the number of entrances to the site or any reduction in units. He noted that a singular full access off Quentin Road is a concern for staff. He confirms the landscaping changes that have been submitted. Mr. Vyverberg addresses the proposed parking spaces, Quentin Road site access, and concerns with the Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) singular full access. He spoke about accessibility, with the plans being amended to include elevator access to 20% of the units, as required by Code. This would include a 2 nd story on the common area. The surrounding density and dimensional information is also reviewed. Staff sees the Clayson development as a different standard, as it was developed in unincorporated Cook County and annexed into the Village. He noted concerns about the confluence of the emergency turnaround, two-way driveway access to the underground parking, and the existing parking lot drive aisle. He spoke about the landscaping plan changes, including an 8-foot fence, and the installation of 10-foot evergreen trees along the western side of the property. The provided parking is 2.53 spaces per unit, where the typical townhouse development provides between 4 and 4.5 spaces/unit. Staff remains concerned about the traffic constraints. In response to a Plan Commission question, Staff noted a carryover density information did not reflect the current 15.81, as it should have. Mr. Friedman questions the access to information on the Clayson development to determine bedrooms per acre at that development. Mr. Vyverberg indicates that states that the information for this property was processed and developed in unincorporated Cook County, prior to annexation into the village of Palatine in the early 90’s. The bedroom count and unit information wasn’t included with the annexation materials that Staff reviewed. Mr. Dwyer requested that Staff provide the recommendation for the proposal. Mr. Vyverberg summarized that the Petitioners reduced the overall density and provided additional landscaping and screening for the west side of the property. Additionally, the height of the building was lowered to 2-stories and 26 feet. Staff notes that the Future Land Use and previous approvals for the property contemplated a multi-family memory care use and is consistent with the designation for both Greencastle and the Grand. Also, the proposed is denser than the other multi-family and townhouse uses. As the Clayson apartments were planned, approved, and constructed in Cook County, Staff views that circumstance dissimilar from the proposed. There is also no access to public transportation, park district facilities, or recreational facilities, within a vicinity of the property. The plan indicates one VILLAGE OF PALATINE Page 4 Packet Pg. 5  2.1 Minutes Plan Commission December 7, 2021 outdoor 1,200 square foot fenced recreation area on the west side of the building. This area is located along the entrance drive to the surface parking lot and further speaks to the constraints of the site plan, as it is straddled by the drive aisle and parking lot. Staff also raised questions and concerns about snowplowing and adequate snow storage. The Petitioner indicates that snow could be hauled off site, which would have to be further determined to accommodate. The proposed site plan and property dimensions of the Subject Property do not likely allow for onsite plowing. Staff also questions the one access point into the site. A deceleration lane should also be reviewed coming from Quentin Road into the site. As a condition Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) of review, Staff recommends 2 separate access points to accommodate turns onto Quentin Road. The elimination of the Poplar Street access may have addressed previous resident and Staff concerns about the access and traffic, but the single access point raises additional questions and access and turning movement concerns within the site plan. Such things as deliveries, maintenance, moving trips will be forced to use the single access point, which is also shared by the residents. The dual access plan and reduced unit count referenced at tonight’s meeting, were also not submitted for Staff review. The interior of the building has a 1,988 square foot common area space on the first floor of the area between the buildings, for use by the residents of the 40- units, which the narrative indicates would have a fitness room. The underground parking area provides approximately 221 square feet of storage areas and 60 square feet noted for bike storage. This does not seem sufficient for the additional storage needs for 40 units. While the elimination of the second access to Poplar Street addressed neighbor and Staff concerns from the initial Petition, the revised site plan and singular access point on the south side of the property create additional access and turning movement concerns with the site plan. The site plan could potentially relieve potential congestion and turning conflicts by providing a second access onto Quentin Road. Staff sees the confluence of the access drive to the underground parking garage, fire department emergency hammerhead turnaround, and the singular drive to the surface parking lot, as creating unnecessary traffic conflicts. It also further bespeaks the dimensional limitations of the proposed site and underlying property acreage. As proposed, Staff believes that the site plan does not adequately address or comply with the traffic circulation design standards for Planned Developments. Ultimately, Staff cannot support the proposed site plan. If the Plan Commission recommends approval, Staff recommends the following conditions: 1. The Preliminary Planned Development shall substantially conform to the Engineering Plans prepared by Vierbicher dated 09/27/2021, and the Architectural Plans prepared by Knothe Bruce Architects dated 09/27/2021 last VILLAGE OF PALATINE Page 5 Packet Pg. 6  2.1 Minutes Plan Commission December 7, 2021 revised 11/24/2021, except as such plans may be revised to comply with all of the accessibility requirements for multi-story buildings and residential facilities, as required within the building codes, and to conform to Village Codes and Ordinances. 2. A Plat of Consolidation/Subdivision shall be submitted in a manner acceptable to the Village Engineer and include all necessary easement language, including a 10-foot easement along the Quentin Road frontage. The plat shall reflect that the property-owner shall be responsible for all utilities on the property including storm water maintenance. 3. The Final Engineering plans and Engineers of Probable Cost shall be submitted in a manner acceptable to the Village Engineer. Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) 4. The Final Landscape Plan shall be submitted in a manner acceptable to the Director of Planning and Zoning. The final plantings on the west side of the property should also include additional types of trees and bushes to present a more natural appearance to promote the vibrancy and health of the plantings. This could include the use of understory trees and bushes. 5. An Auto-Turn Exhibit shall be submitted in a manner acceptable to the Fire Marshal. 6. The required Public Improvement and Planned Development Letters of Credit and other all fees shall be submitted in a manner acceptable to the Director of Planning and Zoning and Village Engineer. 7. MWRD, Cook County, and NCCSWC permits are required. 8. In conjunction with the Final Planned Development application process, the Petitioner shall submit a construction management plan and schedule in a manner acceptable to the Village of Palatine. 9. If deemed necessary by the Village Engineer and in conjunction with the Final Planned Development application process, the Petitioner shall submit a Traffic Impact Study in a manner acceptable to the Village Engineer and Director of Planning and Zoning. The developer should anticipate possible road improvements along Quentin Road, including a deceleration lane along and second access to Quentin Road. The full access point should include two exit lanes to accommodate left and right turns. 10. A final fencing and screening plan shall be submitted in a manner acceptable to the Director of Planning and Zoning. The final floorplan and site plan for the fenced play area shall be submitted in a manner acceptable to the Director of Planning and Zoning. 11. The Petitioner shall submit a stormwater management and maintenance plan in a manner acceptable to the Village Engineer. 12. The playground location will be reconsidered to provide additional separation from the detention basin. 13. The petitioner shall provide a detailed sign plan for the entire site. Information on the freestanding sign and wayfinding signage for the property shall be provided in the plan. VILLAGE OF PALATINE Page 6 Packet Pg. 7  2.1 Minutes Plan Commission December 7, 2021 Chairman Dwyer addresses the petitioner and asks Mr. Dumpke if plan commission recommends approval, would he abide by the conditions that staff has noted. Mr. Dumke states that there is one concern regarding the deceleration lane and states all other conditions would be accommodated. Chairman Dwyer opens floor to the audience and explains that they’ve heard staff recommendations and asks them not to be redundant. He states that all emails have been read and would like the conversation to not be repetitive. Mr. Noonan discloses his in-laws are in the audience and states that he can be unbiased and will vote. Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) Sworn in Mr. Robert Lettecci - 998 N Glenview Court - States he received a registered letter from the Village of Palatine but post marked in Osh Kosh, WI. Mr. Vyverberg explained that the letter is drafted by Staff and sent the petitioner for mailing to the required properties. It is the responsible of the petitioner to send out. The petitioner resides in Osh Kos, WI. Mr. Lettecci states his concerns for 94 parking spaces, 56 underground and 38 surface. His opinion is that it is too many vehicles for this area. He also noted another property on Northwest Highway that is vacant and approximately 2 acres. Sworn in Julie Jesso - 939 N Franklin Avenue. Ms. Jesso lives behind development and explains she spent the last 2 weeks meeting with neighbors and has accumulated over 360 signatures opposing the planned development. The developer scaled back the proposal, but the main concerns are density, increased traffic, and quality of life. The meeting with developer didn’t address the number of units. She urged the plan commission to reject the current proposal. It is not the right development for the neighborhood, as it is too many units. The neighborhood never felt or indicated the revisions were adequate to address the density concerns. The impact to the single-family homes behind the proposed development cannot be addressed with landscaping or screening, as the property is too dense and not in line with the other Village densities. Sworn in Kathy Cortez - 141 S Fremont Street. Ms. Cortez states she attended the last meeting and would like to address how affordable housing could be accommodated for this site. She believes that people don’t understand how bad it is. She spoke to her belief that there is a lot of noise and biases in the Staff report. She spoke to the proximity of the Clayson and how it is in the neighborhood and should be considered such. She speaks to the antiquated zoning practices that do not allow affordable housing in the village and affordability issues, which disallow the possibility to create affordable housing in the Village. She requests the commissioners vote to approve the plan. Mr. Robert Lettecci inquired as to how far away Ms. Cortez lives from the development. Sworn in Maria Galo - 117 N Cedar Street. Has lived in the neighborhood since 1996. She talks about the changes that have taken place in her neighborhood since she moved there. She states that there VILLAGE OF PALATINE Page 7 Packet Pg. 8  2.1 Minutes Plan Commission December 7, 2021 have been a variety of housing projects in the neighborhood and the changes have been positive, with the surrounding development and infrastructure improvements. She is confident the developer is working to make this a better place. Urges plan commission to recommend the proposed plan. Sworn in Nathaniel Groh - 1480 N. Benton Avenue. Advocates for the development and would like to see it happen. He talks about his own upbringing by a single mom and believes the affordable housing is a benefit to those in need. He states this development can give hope to the young factory workers in Palatine. He would like the Plan Commission to approve the proposal. Sworn in Marcus Orofino - 913 N Franklin Ave. Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) He addresses the fair housing in the area. He states they are not against affordable housing, but is saying no to the dynamics associated to this project. Noted that the Clayson is a large and sprawling property and not comparable to the site proposed for this development. He states that the property is not the right size property for this project. He appreciates the efforts to reduce the size, but the development is still twice the density. Sworn in Lori Grainawi - 227 S Vail Avenue - Arlington Heights, IL. Resident of Arlington Heights - lives less than a mile from an affordable housing project in Arlington Heights. She used to live in unincorporated Cook County on Echo Lane, across the street. She is co-president of a housing task force and worked with the Village of Palatine on the Spruce Village apartment complex, which is for disabled residents and is also an affordable housing project. She invites anyone from the Village to visit the site and states it’s a beautiful project. Village Attorney Brankin interjects that the Commission’s job and focus is upon land usage and the policy discussions are not relevant not a discussion about affordable housing, for everyone here and for the record. This is a discussion about land use. Chairman Dwyer addresses Ms. Grainawi and states this discussion is for land use. Mr. Brankin indicates that it is inappropriate to make accusations about biases. Staff has prepared a professional report and recommendations, based upon the land use factors and provided testimony related to the land use factors before you. Sworn in Kathleen Bolger - 320 E Tall Trees Lane. Lives in unincorporated palatine. States that the previous land use for a memory care facility was not a concern for the neighbors at the time, but the proposed project is being opposed. Mr. Vyverberg addresses the previous approved land use and explains it was approved for the memory care facility, but never implemented. Mr. Friedman inquired about the conditions related to the access points. Discussion about the Cook County Highway Department. Mr. Noonan made a motion to close the public hearing. Mr. Fedota VILLAGE OF PALATINE Page 8 Packet Pg. 9  2.1 Minutes Plan Commission December 7, 2021 seconded. Motion approved. DISCUSSION: Discussion about a 36-unit development, with a 2nd access off Quentin. Mr. Brankin indicates that the 2nd access and unit count reduction has not been presented or applied for by the developer or submitted for Staff review. That plan is not before the Plan Commission, nor has been evaluated by Staff. These changes would then have to be evaluated through a process. Discussion about the scope of review. Mr. Dwyer comments about conditions. Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) Mr. Vyverberg reads condition #9 from the staff recommendations for clarification that addresses the access points. Mr. Brankin clarified that the developer is welcome to submit a plan reflective of those changes, but this is not what was submitted or is before the plan commission. Mr. Fedota commented that the unit reduction and 2 nd access point make sense. Lot density and frontage were previous concerns discussed. Mr. Friedman spoke to density, land use, and affordable housing and their respective linkages. Mr. Bettenhausen clarified that no one denies the need for affordable housing, but that does not mean that it should be located on any vacant property available. The resident deserve a safe quality development, including the neighboring residents. Mr. Noonan makes a motion to deny. Mr. Brankin recommended that the motion should be in the affirmative Mr. Noonan made a motion to approve with the 13 Staff condition. Seconded by Ms. Williams. Communication: LPC Development on Algonquin will go before Village Council on Monday 12/13/21 Meeting anticipated for the first Tuesday in January, 2022 RESULT: NO RECOMMENDATION [3 TO 3] AYES: Dwyer, Friedman, Fedota NAYS: Noonan, Williams, Bettenhausen ABSENT: Kolososki VILLAGE OF PALATINE Page 9 Packet Pg. 10  2.1 Minutes Plan Commission December 7, 2021 V. COMMUNICATIONS VI. ADJOURNMENT Minutes Acceptance: Minutes of Dec 7, 2021 7:00 PM (Approval of Minutes) VILLAGE OF PALATINE Page 10 Packet Pg. 11  4.1 VILLAGE OF PALATINE Plan Commission SCHEDULED 01/18/22 07:00 PM CASE STAFF STATEMENT (ID # 7308) 1101 E. Dundee Road - Planned Development Amendment to the Park Place Shopping Center Planned Development to allow for the construction of a new multi-tenant building; and 2. A Special Use to permit a restaurant, with drive-through, as a tenant in the new building. CASE NUMBER: 19-73 - with a 2021 Resubmission PETITIONER: Chase Grubb - Hamra Chicago LLC LOCATION: 1101 E. Dundee Road - Park Place Shopping Center (former location of the Famous Dave's restaurant). This is an outlot parcel in Park Place Shopping Center, along Rand and Dundee Road corridors. The existing building has been closed and vacant, since 2011. PROPOSAL: The Petitioner intends to demolish the existing restaurant and develop a new multi-tenant building, anchored by a drive-thru Wendy’s restaurant on the eastern endcap. SUBJECT ZONING AND LAND USE: Park Place Shopping Center is zoned Planned Development and was annexed into the Village in 1985. In addition to the Dundee Road and Rand Road outlots, Park Place has an existing multi-tenant building fronting on Dundee Road. As the Plan Commission will recall, a new 80,000 square foot U-Haul storage facility, along the interior in-line building, was approved in 2020 and is working under an active building permit. SURROUNDING ZONING AND LAND USES: North: Planned Development; B2 - general business South: Planned Development; B-2 - general business East: Planned Development; B-2 - general business Page 1 Packet Pg. 12  4.1 Case Staff Statement (ID # 7308) Meeting of January 18, 2022 West: Planned Development; B-5 - highway business; B-2 - general business COMPREHENSIVE PLAN: The Subject Property is located within two of the largest commercial corridors in the Village and the Future Land Use Guide recommends continued business uses. BACKGROUND: The Petitioner intends to demolish the existing vacant former Famous Dave’s restaurant and construct a new 6,600 square foot multi-tenant building, with a Wendy’s restaurant and drive through on the eastern side of the building. Therefore, the Petitioner is seeking approval of the following: Planned Development Amendment to the Park Place Shopping Center Planned Development to allow for the construction of a new multi-tenant building; and A Special Use for a restaurant, with drive through, as a tenant within the multi-tenant building ANALYSIS:  Park Place Shopping Center is approximately 34 acres and was annexed into the Village in 1985. The first phase of construction was completed in Cook County, with the remaining development being completed within the Village of Palatine. In addition to the inline center on the east side of the property, Park Place includes multiple outlots along Dundee and Rand Roads. The Subject Property is the location of the former Famous Dave’s restaurant, which has been closed and vacant, since 2011.  Park Place is unique in that the Planned Development has not only a specific use list, unto the planned development, but also follows the Cook County C-4 district and the Village’s B-1 and B-2 use lists. These requirements date to the annexation agreement and partial development in Cook County.  The Petitioner intends to demolish the existing building and construct a new multi-tenant building, with a Wendy’s restaurant and drive through to be located on the eastern side of the building. This outlot is located in between Einstein’s bagels (west - 987 E. Dundee Road) and Chase Bank (east - 1131 E. Dundee Page 2 Packet Pg. 13  4.1 Case Staff Statement (ID # 7308) Meeting of January 18, 2022 Road).  The following summarizes the required and provided parking, drive through and access within the site and center for the new building: Square Footage Number of Seats Required Number of Parking Spaces Wendy’s 2,450 50 17 Retail 4,000 N/A 13 Required Number of Parking Spaces 30 Total Number of Parking Spaces 70 o The drive through provides a minimum of 8 stacking spaces and includes a dedicated escape lane. The escape lane is 11 feet wide, which is 1 foot narrower than the minimum required 12 feet. Given that the escape lane runs the length of the drive through and is separated from the other drive aisles and parking, through curbing, Staff does not have any specific concerns about the dimensions of the escape lane. o The drive through wraps around the south side of the building and exits into a 2-way drive aisle heading west. Vehicles could then either access east bound Dundee Road, through the Einstein’s bagel property, or connect to a full access point to the east on Dundee Road, south through the property. IDOT and the Village have been working to install a new stoplight control on Dundee Road at the Park Place entrance to Walmart and the Sonic/Chase Bank. This work is anticipated to be complete by the end of March 2022. o As a proposed condition of review, the Village is requiring a cross- access agreement with the Einstein’s property to allow full vehicular turning and movement both entering and exiting the subject property. Ultimately, this will benefit both properties, particularly given the IDOT barrier median installation on Dundee Road. The Petitioners are in agreement with this requirement and have drafted a proposed agreement for Village review and execution. Page 3 Packet Pg. 14  4.1 Case Staff Statement (ID # 7308) Meeting of January 18, 2022  Utilities exist both onsite and within the surrounding area. Per the Utility Plan, the existing water service will be disconnected and a new service is proposed. Also, portions of the existing sanitary and storm will be abandoned and new services are proposed. An IDOT permit will be required to access the sanitary sewer connection.  Due to the size of the property (1.75-acres), an MWRD permit is required, with volume control and a detention evaluation requirement. Permeable pavers are proposed in various sections of the parking lot and areas to assist with stormwater management within the site.  A new sidewalk is proposed at the northwest corner of the subject property. This sidewalk will connect to the existing sidewalk parallel to Dundee Road and will be ADA accessible.  The proposed elevations include both brick and EIFS, with metal capping components on the elevations and frieze. The façade facing Dundee Road includes varying building heights along the cornice, as a transition.  Landscaping within the site includes a variety of shade trees, an evergreen tree, and both deciduous and evergreen shrubs. A total of eight new trees will be installed in the parking lot and in the Dundee Road right of way. There are also a variety of perennials and grasses planned for this development. RECOMMENDATION: The proposed building continues the outlot redevelopment along the Park Place Dundee Road frontage. Panda Express and Sonic are examples of recent redevelopments, in this area. Drive through uses are common along Rand and Dundee Roads. The proposed restaurant and drive through comply with the parking and stacking requirements. Although the existing property is angular, the location of the drive through and proposed traffic patterns will function within the surrounding properties and median along Dundee Road. As noted, the cross access agreement will provide a benefit to the subject and surrounding properties. The proposed new multi- tenant building conforms the underlying Planned Development requirements and adheres to the zoning bulk standards. Therefore, Staff recommends approval of the Planned Development Amendment and Special Use, pursuant to the following conditions: 1. The Planned Development Amendment and Special Use shall substantially conform to the site plan and elevations prepared by MRV Architects, dated 12/08/2021 and engineering plans by Northwestern Engineering Page 4 Packet Pg. 15  4.1 Case Staff Statement (ID # 7308) Meeting of January 18, 2022 Consultants, dated 12/08/21, and business plan, except as such plans may be changed to conform to Village Codes and Ordinances 2. The signage shall be revised in a manner acceptable to the Director of Planning and Zoning and in compliance with the Park Place Planned Development Ordinance requirements. 3. Parking lot lighting shall be revised in a manner acceptable to the Village Engineer. 4. IDOT and MWRD permits are required. 5. A cross access agreement with the property owner at 987 E. Dundee Road (Einstein’s), shall be revised and executed in a manner acceptable to the Village Attorney. 6. The final traffic directional sign plan within the subject property shall be submitted in a manner acceptable to the Village Engineer and Director of Planning and Zoning. 7. The Special Use shall be granted to Hamra Chicago LLC. ATTACHMENTS:  Aerial Map  Planned Development Amendment application  Project Narrative and menu  Special Use application  120821_Wnedy's multi-tenant building -ARCH/ENG plans  Cross Access Easement - Exhibit C  Front and Signature Pages - Palatine - Access Easement Agreement  Plat of Survey  Park Place Planned Development  Public Notice - 1101 E. Dundee Road Page 5 Packet Pg. 16  4.1.a Packet Pg. 17 Attachment: Aerial Map (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.b Packet Pg. 18 Attachment: Planned Development Amendment application (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.b Packet Pg. 19 Attachment: Planned Development Amendment application (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.b Packet Pg. 20 Attachment: Planned Development Amendment application (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.b Packet Pg. 21 Attachment: Planned Development Amendment application (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.c Packet Pg. 22 Attachment: Project Narrative and menu (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.c Packet Pg. 23 Attachment: Project Narrative and menu (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.c Packet Pg. 24 Attachment: Project Narrative and menu (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.c Packet Pg. 25 Attachment: Project Narrative and menu (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.d Packet Pg. 26 Attachment: Special Use application (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.d Packet Pg. 27 Attachment: Special Use application (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.d Packet Pg. 28 Attachment: Special Use application (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.d Packet Pg. 29 Attachment: Special Use application (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)      4.1.e Packet Pg. 30 Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.e Packet Pg. 31 Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.e Packet Pg. 32 Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.e Packet Pg. 33 Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.e Packet Pg. 34 Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.e Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) PERMEABLE JOINT OPENING SURFACE WATER FLOW PERMEABLE JOINT OPENING SURFACE WATER FLOW PERMEABLE JOINT OPENING SURFACE WATER FLOW AS DIRECTED BY MANUFACTURER PERMEABLE SETTING BED AGGREGATE AS DIRECTED BY MANUFACTURER PERMEABLE SETTING BED AGGREGATE AS DIRECTED BY MANUFACTURER PERMEABLE SETTING BED AGGREGATE AS DIRECTED BY MANUFACTURER AS DIRECTED BY MANUFACTURER AS DIRECTED BY MANUFACTURER PERMEABLE PAVERS PERMEABLE PAVERS PERMEABLE PAVERS VEGETATED FILTER STRIPS/ VEGETATED FILTER STRIPS/ VEGETATED FILTER STRIPS/ VEGETATED FILTER STRIPS/ VEGETATED FILTER STRIPS/ VEGETATED FILTER STRIPS/ OTHER BMPS (SEE NOTE 10) OTHER BMPS (SEE NOTE 10) OTHER BMPS (SEE NOTE 10) OTHER BMPS (SEE NOTE 10) OTHER BMPS (SEE NOTE 10) OTHER BMPS (SEE NOTE 10) 10" MIN. VA OBSERVATION WELL, 6" 10" MIN. VA OBSERVATION WELL, 6" 10" MIN. VA OBSERVATION WELL, 6" GEOTEXTILE FABRIC VB PERFORATED PVC PIPE WITH LOCKABLE CAP GEOTEXTILE FABRIC VB PERFORATED PVC PIPE WITH LOCKABLE CAP GEOTEXTILE FABRIC VB PERFORATED PVC PIPE WITH LOCKABLE CAP (SIDES ONLY) (SIDES ONLY) (SIDES ONLY) 2'-3.5 OFFSET 2'-3.5 OFFSET 2'-3.5 OFFSET 4" DIAMETER UNDERDRAIN 4" DIAMETER UNDERDRAIN 4" DIAMETER UNDERDRAIN 2" TO 12" 2" TO 12" 2" TO 12" NATIVE SOIL PERFORATED PIPE, INSTALL IF NATIVE SOIL PERFORATED PIPE, INSTALL IF NATIVE SOIL PERFORATED PIPE, INSTALL IF PERMEABLE BASE AGGREGATE, INFILTRATION IS LESS THAN 0.50 IN/HR PERMEABLE BASE AGGREGATE, INFILTRATION IS LESS THAN 0.50 IN/HR PERMEABLE BASE AGGREGATE, INFILTRATION IS LESS THAN 0.50 IN/HR (SEE NOTE 7) (SEE NOTE 7) (SEE NOTE 7) OPEN-GRADED, CRUSHED, OPEN-GRADED, CRUSHED, OPEN-GRADED, CRUSHED, (SEE NOTES) (SEE NOTES) (SEE NOTES) SEASONALLY HIGH SEASONALLY HIGH SEASONALLY HIGH GROUNDWATER LEVEL GROUNDWATER LEVEL GROUNDWATER LEVEL BOTTOM OF THE FACILITY: ELEV. ______ BOTTOM OF THE FACILITY: ELEV. ______ BOTTOM OF THE FACILITY: ELEV. ______ SEASONALLY HIGH GROUNDWATER: ELEV. ______ SEASONALLY HIGH GROUNDWATER: ELEV. ______ SEASONALLY HIGH GROUNDWATER: ELEV. ______ SEPARATION: FEET ______ SEPARATION: FEET ______ SEPARATION: FEET ______ VOLUME TYPE SURFACE AREA DEPTH POROSITY STORAGE VOLUME VOLUME PROVIDED VOLUME TYPE SURFACE AREA DEPTH POROSITY STORAGE VOLUME VOLUME PROVIDED VOLUME TYPE SURFACE AREA DEPTH POROSITY STORAGE VOLUME VOLUME PROVIDED VA : COARSE AGGREGATE (ABOVE INVERT) 0.36 0.50 X 0.36 X V A VA : COARSE AGGREGATE (ABOVE INVERT) 0.36 0.50 X 0.36 X V A VA : COARSE AGGREGATE (ABOVE INVERT) 0.36 0.50 X 0.36 X V A VB : COARSE AGGREGATE (BELOW INVERT) 0.36 0.36 X V B VB : COARSE AGGREGATE (BELOW INVERT) 0.36 0.36 X V B VB : COARSE AGGREGATE (BELOW INVERT) 0.36 0.36 X V B TOTAL TOTAL TOTAL NOTES: NOTES: NOTES: 1. THE PERIMETER OF THE VOLUME CONTROL FACILITY SHALL MAINTAIN THE MINIMUM HORIZONTAL SEPARATION DISTANCE 1. THE PERIMETER OF THE VOLUME CONTROL FACILITY SHALL MAINTAIN THE MINIMUM HORIZONTAL SEPARATION DISTANCE 1. THE PERIMETER OF THE VOLUME CONTROL FACILITY SHALL MAINTAIN THE MINIMUM HORIZONTAL SEPARATION DISTANCE OF: 10-FEET FROM FOUNDATIONS, UNLESS WATERPROOFED; 20-FEET FROM ROADWAY GRAVEL SHOULDER; AND 100-FEET OF: 10-FEET FROM FOUNDATIONS, UNLESS WATERPROOFED; 20-FEET FROM ROADWAY GRAVEL SHOULDER; AND 100-FEET OF: 10-FEET FROM FOUNDATIONS, UNLESS WATERPROOFED; 20-FEET FROM ROADWAY GRAVEL SHOULDER; AND 100-FEET FROM POTABLE WATER WELLS, SEPTIC TANKS/FIELDS, OR OTHER UNDERGROUND TANKS. FROM POTABLE WATER WELLS, SEPTIC TANKS/FIELDS, OR OTHER UNDERGROUND TANKS. FROM POTABLE WATER WELLS, SEPTIC TANKS/FIELDS, OR OTHER UNDERGROUND TANKS. 2. SANITARY OR COMBINED SEWERS SHALL NOT BE LOCATED WITHIN THE VOLUME CONTROL FACILITY. SANITARY OR 2. SANITARY OR COMBINED SEWERS SHALL NOT BE LOCATED WITHIN THE VOLUME CONTROL FACILITY. SANITARY OR 2. SANITARY OR COMBINED SEWERS SHALL NOT BE LOCATED WITHIN THE VOLUME CONTROL FACILITY. SANITARY OR COMBINED SEWERS SHALL NOT BE LOCATED BELOW THE FOOTPRINT OF THE VOLUME CONTROL FACILITY. WHEN LOCAL COMBINED SEWERS SHALL NOT BE LOCATED BELOW THE FOOTPRINT OF THE VOLUME CONTROL FACILITY. WHEN LOCAL COMBINED SEWERS SHALL NOT BE LOCATED BELOW THE FOOTPRINT OF THE VOLUME CONTROL FACILITY. WHEN LOCAL CONDITIONS PREVENT THE SEWER FROM BEING LOCATED OUTSIDE THE FOOTPRINT OF THE FACILITY THE SEWER SHALL BE CONDITIONS PREVENT THE SEWER FROM BEING LOCATED OUTSIDE THE FOOTPRINT OF THE FACILITY THE SEWER SHALL BE CONDITIONS PREVENT THE SEWER FROM BEING LOCATED OUTSIDE THE FOOTPRINT OF THE FACILITY THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN QUALITY STANDARDS, OR IT SHALL BE ENCASED WITH A WATER MAIN QUALITY CARRIER CONSTRUCTED TO WATER MAIN QUALITY STANDARDS, OR IT SHALL BE ENCASED WITH A WATER MAIN QUALITY CARRIER CONSTRUCTED TO WATER MAIN QUALITY STANDARDS, OR IT SHALL BE ENCASED WITH A WATER MAIN QUALITY CARRIER PIPE WITH THE ENDS SEALED. PIPE WITH THE ENDS SEALED. PIPE WITH THE ENDS SEALED. 3. AVOID INSTALLATION ON SLOPES GREATER THAN 3.00 %. AVOID COMPACTING NATIVE SOILS. SCARIFY ANY COMPACTED SOIL. 3. AVOID INSTALLATION ON SLOPES GREATER THAN 3.00 %. AVOID COMPACTING NATIVE SOILS. SCARIFY ANY COMPACTED SOIL. 3. AVOID INSTALLATION ON SLOPES GREATER THAN 3.00 %. AVOID COMPACTING NATIVE SOILS. SCARIFY ANY COMPACTED SOIL. 4. GEOTEXTILE FABRIC SHALL MEET REQUIREMENTS OF IUM MATERIAL SPECIFICATION 592. FOR WOVEN: APPARENT 4. GEOTEXTILE FABRIC SHALL MEET REQUIREMENTS OF IUM MATERIAL SPECIFICATION 592. FOR WOVEN: APPARENT 4. GEOTEXTILE FABRIC SHALL MEET REQUIREMENTS OF IUM MATERIAL SPECIFICATION 592. FOR WOVEN: APPARENT OPENING SIZE OF 0.50 MM (TABLE 1, CLASS I). FOR NON WOVEN: APPARENT OPENING SIZE OF 0.30 MM (TABLE 2, CLASS II). OPENING SIZE OF 0.50 MM (TABLE 1, CLASS I). FOR NON WOVEN: APPARENT OPENING SIZE OF 0.30 MM (TABLE 2, CLASS II). OPENING SIZE OF 0.50 MM (TABLE 1, CLASS I). FOR NON WOVEN: APPARENT OPENING SIZE OF 0.30 MM (TABLE 2, CLASS II). 5. STONE STORAGE OPTIONS ARE IDOT CA-1, CA-3, CA-7, DISTRICT VULCAN MIX, OR APPROVED ALTERNATE. NO RECYCLED 5. STONE STORAGE OPTIONS ARE IDOT CA-1, CA-3, CA-7, DISTRICT VULCAN MIX, OR APPROVED ALTERNATE. NO RECYCLED 5. STONE STORAGE OPTIONS ARE IDOT CA-1, CA-3, CA-7, DISTRICT VULCAN MIX, OR APPROVED ALTERNATE. NO RECYCLED MATERIALS. MATERIALS. MATERIALS. 6. MINIMUM DISTANCE OF 2 FEET (3.5 FEET IN COMBINED SEWER AREAS) BETWEEN BOTTOM OF BMP AND SEASONALLY 6. MINIMUM DISTANCE OF 2 FEET (3.5 FEET IN COMBINED SEWER AREAS) BETWEEN BOTTOM OF BMP AND SEASONALLY 6. MINIMUM DISTANCE OF 2 FEET (3.5 FEET IN COMBINED SEWER AREAS) BETWEEN BOTTOM OF BMP AND SEASONALLY HIGH GROUNDWATER LEVEL. HIGH GROUNDWATER LEVEL. HIGH GROUNDWATER LEVEL. 7. UNDERDRAINS ARE REQUIRED IN TYPICAL CLAYEY SOILS WHERE INFILTRATION RATES ARE LESS THAN 0.5 INCH/HOUR. 7. UNDERDRAINS ARE REQUIRED IN TYPICAL CLAYEY SOILS WHERE INFILTRATION RATES ARE LESS THAN 0.5 INCH/HOUR. 7. UNDERDRAINS ARE REQUIRED IN TYPICAL CLAYEY SOILS WHERE INFILTRATION RATES ARE LESS THAN 0.5 INCH/HOUR. MAXIMUM OF 1 UNDERDRAIN PER 30 FEET. PROVIDE A SOIL REPORT DOCUMENTING NATIVE INFILTRATION RATE TO MAXIMUM OF 1 UNDERDRAIN PER 30 FEET. PROVIDE A SOIL REPORT DOCUMENTING NATIVE INFILTRATION RATE TO MAXIMUM OF 1 UNDERDRAIN PER 30 FEET. PROVIDE A SOIL REPORT DOCUMENTING NATIVE INFILTRATION RATE TO FOREGO UNDERDRAINS. FOREGO UNDERDRAINS. FOREGO UNDERDRAINS. 8. MINIMUM UNDERDRAIN BEDDING OF TWO INCHES, MAXIMUM OF 12 INCHES. 8. MINIMUM UNDERDRAIN BEDDING OF TWO INCHES, MAXIMUM OF 12 INCHES. 8. MINIMUM UNDERDRAIN BEDDING OF TWO INCHES, MAXIMUM OF 12 INCHES. 9. ONE OBSERVATION WELL REQUIRED PER 6,000 SQUARE FEET OF SURFACE AREA. 9. ONE OBSERVATION WELL REQUIRED PER 6,000 SQUARE FEET OF SURFACE AREA. 9. ONE OBSERVATION WELL REQUIRED PER 6,000 SQUARE FEET OF SURFACE AREA. 10. FOLLOW THE REQUIRED PRETREATMENT MEASURES LISTED ON THE VOLUME CONTROL PRETREATMENT MEASURES DETAIL. 10. FOLLOW THE REQUIRED PRETREATMENT MEASURES LISTED ON THE VOLUME CONTROL PRETREATMENT MEASURES DETAIL. 10. FOLLOW THE REQUIRED PRETREATMENT MEASURES LISTED ON THE VOLUME CONTROL PRETREATMENT MEASURES DETAIL. 11. MAINTENANCE REQUIREMENTS INCLUDE ANNUAL VACUUMING AND LOW-PRESSURE POWER WASHING OF PAVEMENT 11. MAINTENANCE REQUIREMENTS INCLUDE ANNUAL VACUUMING AND LOW-PRESSURE POWER WASHING OF PAVEMENT 11. MAINTENANCE REQUIREMENTS INCLUDE ANNUAL VACUUMING AND LOW-PRESSURE POWER WASHING OF PAVEMENT SURFACE. ADJACENT VEGETATED AREAS SHALL BE WELL-MAINTAINED. BARE SPOTS AND ERODED AREAS SHALL BE SURFACE. ADJACENT VEGETATED AREAS SHALL BE WELL-MAINTAINED. BARE SPOTS AND ERODED AREAS SHALL BE SURFACE. ADJACENT VEGETATED AREAS SHALL BE WELL-MAINTAINED. BARE SPOTS AND ERODED AREAS SHALL BE REPLANTED AND STABILIZED IMMEDIATELY. DO NOT SEALCOAT OR APPLY DE-ICING SAND/GRAVEL/SALT. REPLANTED AND STABILIZED IMMEDIATELY. DO NOT SEALCOAT OR APPLY DE-ICING SAND/GRAVEL/SALT. REPLANTED AND STABILIZED IMMEDIATELY. DO NOT SEALCOAT OR APPLY DE-ICING SAND/GRAVEL/SALT. APPROPRIATE SIGNAGE REQUIRED FOR FACILITY, REFER TO THE TYPICAL SIGNAGE FOR PERMEABLE PAVEMENT DETAIL. APPROPRIATE SIGNAGE REQUIRED FOR FACILITY, REFER TO THE TYPICAL SIGNAGE FOR PERMEABLE PAVEMENT DETAIL. APPROPRIATE SIGNAGE REQUIRED FOR FACILITY, REFER TO THE TYPICAL SIGNAGE FOR PERMEABLE PAVEMENT DETAIL. Packet Pg. 35       4.1.e Packet Pg. 36 Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.e A. REFERENCED SPECIFICATIONS PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FOLLOWING, VITRIFIED CLAY PIPE ASTM C-700 ASTM C-425 E. EROSION AND SEDIMENT CONTROL EXCEPT AS MODIFIED HEREIN OR ON THE PLANS: 1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE * STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), BY THE REINFORCED CONCRETE SEWER PIPE ASTM C-76 ASTM C-443 APPROVED EROSION AND SEDIMENT CONTROL PLAN. ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT SS) FOR ALL IMPROVEMENTS EXCEPT SANITARY SEWER AND WATER MAIN CONSTRUCTION; * STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST CAST IRON SOIL PIPE ASTM A-74 ASTM C-564 2. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL PRIOR TO HYDROLOGIC EDITION (SSWS) FOR SANITARY SEWER AND WATER MAIN CONSTRUCTION; DISTURBANCE OF THE SITE. * VILLAGE OF ________________ MUNICIPAL CODE; DUCTILE IRON PIPE ANSI A21.51 ANSI A21.11 * THE METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRD) WATERSHED 3. ALL DESIGN CRITERIA, SPECIFICATIONS, AND INSTALLATION OF EROSION AND SEDIMENT CONTROL MANAGEMENT ORDINANCE AND TECHNICAL GUIDANCE MANUAL; POLYVINYL CHLORIDE (PVC) PIPE PRACTICES SHALL BE IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL. * IN CASE OF CONFLICT BETWEEN THE APPLICABLE ORDINANCES NOTED, THE MORE STRINGENT SHALL TAKE 6-INCH TO 15-INCH DIAMETER SDR 26 ASTM D-3034 ASTM D-3212 PRECEDENCE AND SHALL CONTROL ALL CONSTRUCTION. 18-INCH TO 27-INCH DIAMETER F/DY=46 ASTM F-679 ASTM D-3212 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. HIGH DENSITY POLYETHYLENE (HDPE) ASTM D-3350 ASTM D-3261,F-2620 (HEAT FUSION) B. NOTIFICATIONS ASTM D-3035 ASTM D-3212,F-477 (GASKETED) 5. INSPECTIONS AND DOCUMENTATION SHALL BE PERFORMED, AT A MINIMUM: 1. THE MWRD LOCAL SEWER SYSTEMS SECTION FIELD OFFICE MUST BE NOTIFIED AT LEAST TWO (2) WORKING WATER MAIN QUALITY PVC a) UPON COMPLETION OF INITIAL EROSION AND SEDIMENT CONTROL MEASURES, PRIOR TO ANY DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK (CALL 708-588-4055). 4-INCH TO 36-INCH ASTM D-2241 ASTM D-3139 SOIL DISTURBANCE. 4-INCH TO 12-INCH AWWA C900 ASTM D-3139 b) ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT 2. THE VILLAGE OF ________________ ENGINEERING DEPARTMENT AND PUBLIC MUST BE NOTIFIED AT LEAST 24 HOURS 14-INCH TO 48-INCH AWWA C905 ASTM D-3139 WITH GREATER THAN 0.5 INCH OF RAINFALL OR LIQUID EQUIVALENT PRECIPITATION. PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO EACH PHASE OF WORK. CONTRACTOR SHALL DETERMINE ITEMS REQUIRING INSPECTION PRIOR TO START OF CONSTRUCTION OR EACH WORK PHASE. 6. SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION. THE FOLLOWING MATERIALS ARE ALLOWED ON A QUALIFIED BASIS SUBJECT TO DISTRICT REVIEW AND IF STRIPPING, CLEARING, GRADING, OR LANDSCAPING ARE TO BE DONE IN PHASES, THE CO-PERMITTEE APPROVAL PRIOR TO PERMIT ISSUANCE. A SPECIAL CONDITION WILL BE ADDED TO THE PERMIT WHEN SHALL PLAN FOR APPROPRIATE SOIL EROSION AND SEDIMENT CONTROL MEASURES. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION FOR THE EXACT LOCATIONS OF UTILITIES AND FOR THEIR PROTECTION DURING CONSTRUCTION. IF EXISTING THE PIPE MATERIAL BELOW IS USED FOR SEWER CONSTRUCTION OR A CONNECTION IS MADE. UTILITIES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, IMMEDIATELY 7. A STABILIZED MAT OF CRUSHED STONE MEETING THE STANDARDS OF THE ILLINOIS URBAN MANUAL NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED. CALL J.U.L.I.E. AT 1-800-892-0123. SHALL BE INSTALLED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONS SITE. SEDIMENT OR SOIL REACHING AN IMPROVED PUBLIC RIGHT-OF-WAY, STREET, ALLEY OR PARKING POLYPROPYLENE (PP) PIPE AREA SHALL BE REMOVED BY SCRAPING OR STREET CLEANING AS ACCUMULATIONS WARRANT AND C. GENERAL NOTES TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. 1. ALL ELEVATIONS SHOWN ON PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 12-INCH TO 24-INCH DOUBLE WALL ASTM F-2736 D-3212, F-477 CONVERSION FACTOR IS _________ FT. 8. CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ILLINOIS 30-INCH TO 60-INCH TRIPLE WALL ASTM F-2764 D3212, F-477 URBAN MANUAL AND SHALL BE INSTALLED PRIOR TO ANY ON SITE CONSTRUCTION ACTIVITIES INVOLVING 2. MWRD, THE MUNICIPALITY AND THE OWNER OR OWNER'S REPRESENTATIVE SHALL HAVE THE AUTHORITY TO CONCRETE. INSPECT, APPROVE, AND REJECT THE CONSTRUCTION IMPROVEMENTS. 9. MORTAR WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ADDITION TO CONCRETE WASHOUT 3. THE CONTRACTOR(S) SHALL INDEMNIFY THE OWNER, ENGINEER, MUNICIPALITY, MWRD, AND THEIR AGENTS, FACILITIES FOR ANY BRICK AND MORTAR BUILDING ENVELOPE CONSTRUCTION ACTIVITIES. ETC., FROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION, INSTALLATION, OR TESTING OF THIS WORK ON THE PROJECT. 8. ALL SANITARY SEWER CONSTRUCTION (AND STORM SEWER CONSTRUCTION IN COMBINED SEWER AREAS), 10. TEMPORARY DIVERSIONS SHALL BE CONSTRUCTED AS NECESSARY TO DIRECT ALL RUNOFF FROM Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) REQUIRES STONE BEDDING WITH STONE ¼ ” TO 1” IN SIZE, WITH MINIMUM BEDDING THICKNESS EQUAL HYDROLOGICALLY DISTURBED AREAS TO AN APPROPRIATE SEDIMENT TRAP OR BASIN. VOLUME 4. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING PLANS TO ¼ THE OUTSIDE DIAMETER OF THE SEWER PIPE, BUT NOT LESS THAN FOUR (4) INCHES NOR MORE CONTROL FACILITIES SHALL NOT BE USED AS TEMPORARY SEDIMENT BASINS. AS APPROVED BY MWRD AND THE MUNICIPALITY UNLESS CHANGES ARE APPROVED BY MWRD, THE THAN EIGHT (8) INCHES. MATERIAL SHALL BE CA-7, CA-11 OR CA-13 AND SHALL BE EXTENDED AT LEAST 12” MUNICIPALITY, OR AUTHORIZED AGENT. THE CONSTRUCTION DETAILS, AS PRESENTED ON THE PLANS, MUST ABOVE THE TOP OF THE PIPE WHEN USING PVC. 12. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR BE FOLLOWED. PROPER CONSTRUCTION TECHNIQUES MUST BE FOLLOWED ON THE IMPROVEMENTS PERMANENTLY CEASED SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT MEASURES WITHIN INDICATED ON THE PLANS. 9. NON-SHEAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED IN THE CONNECTION OF SEWER PIPES SEVEN (7) DAYS. OF DISSIMILAR PIPE MATERIALS. 5. THE LOCATION OF VARIOUS UNDERGROUND UTILITIES WHICH ARE SHOWN ON THE PLANS ARE FOR 13. ALL FLOOD PROTECTION AREAS AND VOLUME CONTROL FACILITIES SHALL, AT A MINIMUM, BE INFORMATION ONLY AND REPRESENT THE BEST KNOWLEDGE OF THE ENGINEER. VERIFY LOCATIONS AND 10. ALL MANHOLES SHALL BE PROVIDED WITH BOLTED, WATERTIGHT COVERS. SANITARY LIDS SHALL BE PROTECTED WITH A DOUBLE-ROW OF SILT FENCE (OR EQUIVALENT). ELEVATIONS PRIOR TO BEGINNING THE CONSTRUCTION OPERATIONS. CONSTRUCTED WITH A CONCEALED PICKHOLE AND WATERTIGHT GASKET WITH THE WORD “SANITARY” CAST INTO THE LID. 14. VOLUME CONTROL FACILITIES SHALL NOT BE CONSTRUCTED UNTIL ALL OF THE CONTRIBUTING 6. ANY EXISTING PAVEMENT, SIDEWALK, DRIVEWAY, ETC., DAMAGED DURING CONSTRUCTION OPERATIONS DRAINAGE AREA HAS BEEN STABILIZED. AND NOT CALLED FOR TO BE REMOVED SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. 11. WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN AN EXISTING WYE, TEE, OR AN EXISTING MANHOLE, ONE OF THE FOLLOWING METHODS SHALL BE USED: 15. SOIL STOCKPILES SHALL, AT A MINIMUM, BE PROTECTED WITH PERIMETER SEDIMENT CONTROLS. 7. MATERIAL AND COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS a) A CIRCULAR SAW-CUT OF SEWER MAIN BY PROPER TOOLS (“SHEWER-TAP” MACHINE OR SIMILAR) SOIL STOCKPILES SHALL NOT BE PLACED IN FLOOD PROTECTION AREAS OR THEIR BUFFERS. OF THE MUNICIPALITY, MWRD, AND OWNER. AND PROPER INSTALLATION OF HUBWYE SADDLE OR HUB-TEE SADDLE. b) REMOVE AN ENTIRE SECTION OF PIPE (BREAKING ONLY THE TOP OF ONE BELL) AND REPLACE WITH 16. EARTHEN EMBANKMENT SIDE SLOPES SHALL BE STABILIZED WITH APPROPRIATE EROSION CONTROL 8. THE UNDERGROUND CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS TO NOTIFY ALL A WYE OR TEE BRANCH SECTION. BLANKET. INSPECTION AGENCIES. c) WITH PIPE CUTTER, NEATLY AND ACCURATELY CUT OUT DESIRED LENGTH OF PIPE FOR INSERTION 17. STORM SEWERS THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION SHALL BE PROTECTED OF PROPER FITTING, USING “BAND SEAL” OR SIMILAR COUPLINGS TO HOLD IT FIRMLY IN PLACE. BY APPROPRIATE SEDIMENT CONTROL MEASURES. 9. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS DISTURBED DURING CONSTRUCTION SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL INSPECTION. 12. WHENEVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATERMAIN, THE MINIMUM VERTICAL 18. THE CONTRACTOR SHALL EITHER REMOVE OR REPLACE ANY EXISTING DRAIN TILES AND INCORPORATE DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATERMAIN SHALL BE 18 INCHES. THEM INTO THE DRAINAGE PLAN FOR THE DEVELOPMENT. DRAIN TILES CANNOT BE TRIBUTARY TO A 10. RECORD DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER AS SOON AS FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANITARY/COMBINED SANITARY OR COMBINED SEWER. DRAIN TILES ALLOWED IN COMBINED SEWER AREA FOR UNDERGROUND IMPROVEMENTS ARE COMPLETED. FINAL PAYMENTS TO THE CONTRACTOR SHALL BE HELD SEWERS AND WATERMAINS SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE GREEN INFRASTRUCTURE PRACTICES. UNTIL THEY ARE RECEIVED. ANY CHANGES IN LENGTH, LOCATION OR ALIGNMENT SHALL BE SHOWN IN RED. TRENCH, KEEPING A MINIMUM 18” VERTICAL SEPARATION; OR THE SEWER IS LAID IN THE SAME ALL WYES OR BENDS SHALL BE LOCATED FROM THE DOWNSTREAM MANHOLE. ALL VALVES, B-BOXES, TEES TRENCH WITH THE WATERMAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED OR BENDS SHALL BE TIED TO A FIRE HYDRANT. EARTH, KEEPING A MINIMUM 18” VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL 19. IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHALL DISTANCES DESCRIBED CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE WATER MAIN, BE PROTECTED FROM EROSION AND SEDIMENTATION. DEWATERING SYSTEMS SHOULD BE INSPECTED THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS OR IT SHALL BE ENCASED WITH A DAILY DURING OPERATIONAL PERIODS. THE SITE INSPECTOR MUST BE PRESENT AT THE D. SANITARY SEWER WATER MAIN QUALITY CARRIER PIPE WITH THE ENDS SEALED. COMMENCEMENT OF DEWATERING ACTIVITIES. 1. THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT ANY POLLUTED WATER, SUCH AS GROUND AND SURFACE WATER, FROM ENTERING THE EXISTING SANITARY SEWERS. 13. ALL EXISTING SEPTIC SYSTEMS SHALL BE ABANDONED. ABANDONED TANKS SHALL BE FILLED WITH 20. THE CONTRCTOR SHALL BE RESPONSIBLE FOR TRENCH DEWATERING AND EXCAVATION FOR THE GRANULAR MATERIAL OR REMOVED. INSTALLATION OF SANITARY SEWERS, STORM SEWERS, WATERMAINS AS WELL AS THEIR SERVICES 2. A WATER-TIGHT PLUG SHALL BE INSTALLED IN THE DOWNSTREAM SEWER PIPE AT THE POINT OF SEWER AND OTHER APPURTENANCES. ANY TRENCH DEWATERING, WHICH CONTAINS SEDIMENT SHALL PASS CONNECTION PRIOR TO COMMENCING ANY SEWER CONSTRUCTION. THE PLUG SHALL REMAIN IN PLACE 14. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE A THROUGH A SEDIMENT SETTLING POND OR EQUALLY EFFECTIVE SEDIMENT CONTROL DEVICE. UNTIL REMOVAL IS AUTHORIZED BY THE MUNICIPALITY AND/OR MWRD AFTER THE SEWERS HAVE BEEN MINIMUM INSIDE DIAMETER OF 48 INCHES, AND SHALL BE CAST IN PLACE OR PRE-CAST REINFORCED ALTERNATIVES MAY INCLUDE DEWATERING INTO A SUMP PIT, FILTER BAG OR EXISTING VEGETATED TESTED AND ACCEPTED. CONCRETE. UPSLOPE AREA. SEDIMENT LADEN WATERS SHALL NOT BE DISCHARGE TO WATERWAYS, FLOOD PROTECTION AREAS OR THE COMBINED SEWER SYSTEM. 3. DISCHARGING ANY UNPOLLUTED WATER INTO THE SANITARY SEWER SYSTEM FOR THE PURPOSE OF 15. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE 21. ALL PERMANENT EROSION CONTROL PRACTICES SHALL BE INITIATED WITHIN SEVEN (7) DAYS SEWER FLUSHING OF LINES FOR THE DEFLECTION TEST SHALL BE PROHIBITED WITHOUT PRIOR APPROVAL PRECAST “RUBBER BOOTS” THAT CONFORM TO ASTM C-923 FOR ALL PIPE CONNECTIONS. PRECAST FOLLOWING THE COMPLETION OF SOIL DISTURBING ACTIVITIES. FROM THE MUNICIPALITY OR MWRD. SECTIONS SHALL CONSIST OF MODIFIED GROOVE TONGUE AND RUBBER GASKET TYPE JOINTS. 4. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 22. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED 16. ALL ABANDONED SANITARY SEWERS SHALL BE PLUGGED AT BOTH ENDS WITH AT LEAST 2 FEET LONG ON A YEAR-ROUND BASIS DURING CONSTRUCTION AND ANY PERIODS OF CONSTRUCTION SHUTDOWN FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS (LATEST EDITION). NON-SHRINK CONCRETE OR MORTAR PLUG. UNTIL PERMANENT STABILIZATION IS ACHIEVED. 5. ALL FLOOR DRAINS SHALL DISCHARGE TO THE SANITARY SEWER SYSTEM. 17. EXCEPT FOR FOUNDATION/FOOTING DRAINS PROVIDED TO PROTECT BUILDINGS, OR PERFORATED PIPES 23. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN ASSOCIATED WITH VOLUME CONTROL FACILITIES, DRAIN TILES/FIELD TILES/UNDERDRAINS/PERFORATED THIRTY (30) DAYS AFTER PERMANENT SITE STABILIZATION. 6. ALL DOWNSPOUTS AND FOOTING DRAINS SHALL DISCHARGE TO THE STORM SEWER SYSTEM. PIPES ARE NOT ALLOWED TO BE CONNECTED TO OR TRIBUTARY TO COMBINED SEWERS, SANITARY SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED SEWERS IN COMBINED SEWER AREAS. 24. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM 7. ALL SANITARY SEWER PIPE MATERIALS AND JOINTS (AND STORM SEWER PIPE MATERIALS AND JOINTS CONSTRUCTION OF NEW FACILITIES OF THIS TYPE IS PROHIBITED; AND ALL EXISTING DRAIN TILES AND REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, IN A COMBINED SEWER AREA) SHALL CONFORM TO THE FOLLOWING: PERFORATED PIPES ENCOUNTERED WITHIN THE PROJECT AREA SHALL BE PLUGGED OR REMOVED, AND SITE INSPECTOR, OR MWRD. SHALL NOT BE CONNECTED TO COMBINED SEWERS, SANITARY SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED SEWERS. 18. A BACKFLOW PREVENTER IS REQUIRED FOR ALL DETENTION BASINS TRIBUTARY TO COMBINED SEWERS. REQUIRED BACKFLOW PREVENTERS SHALL BE INSPECTED AND EXERCISED ANNUALLY BY THE PROPERTY OWNER TO ENSURE PROPER OPERATION, AND ANY NECESSARY MAINTENANCES SHALL BE PERFORMED TO ENSURE FUNCTIONALITY. IN THE EVENT OF A SEWER SURCHARGE INTO AN OPEN DETENTION BASIN TRIBUTARY TO COMBINED SEWERS, THE PERMITTEE SHALL ENSURE THAT CLEAN UP AND WASH OUT OF SEWAGE TAKES PLACE WITHIN 48 HOURS OF THE STORM EVENT. Packet Pg. 37  4.1.e Packet Pg. 38 Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.e 20' 0 NORTH 10' 20' 40' MRV ARCHITECTS, INC. Scale: 1 inch = 20 ft. PROPERTY LINE 5105TOLLVIEWDR S,.UITE197 ROADWAY MEDIAN ROLLINGMEADOWIS,L60008 TEL2:24-318-2140 BUILDING MRV ARCHITECTS, INC. 2019 ALL DRAWINGS, SPECIFICATIONS, PLANS AND CONCEPTS ARE INSTRUMENTS OF DUNDEE RD. TRAFFIC DIRECTION SERVICE AND THEREFORE ARE PROPERTY EXISTING TREES TO REMAIN, TYP. EXISTING TREE TO REMAIN OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED WITHOUT PERMISSION AND EXPRESS WRITTEN CONSENT FROM MRV ARCHITECTS, INC. EXISTING CONCRETE SIDEWALK EXISTING TREE TO BE 26" Honeylocust 22" Honeylocust 30" Honeylocust REMOVED TO REMAIN SITE NUMBER: BASE MDL: SMART 55 - 2.0 NOTE: ASSET TYPE: COMP./FRAN REMOVALS SHOWN ON SITE DEVELOPMENT CLASSIFICATION: NEW RESTORE ANY PLAN FOR REFERENCE. OWNER: DISTURBED RETAINING WALL, AREAS WITH SOD, TYP. SEE ARCH REMOVE EXISTING PEAR TREE BASE VERSION: 2019 UPGRADE CLASSIFICATION: 30' BUILDING LINE Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) 22" Pear NEW BUILD AC PROJECT YEAR: 2019 FIRE TRUCK CE ACCESS / SS EXISTING ORNAMENTAL FURNITURE PACKAGE: 2019 OVERHANG, CR TREES AND FOUNDATION OS DRAWING RELEASE SPRING 2019 SEE ARCH SHARED PLANTINGS TO BE REMOVED, S TYP. MONUMENT SIGN NE PROPERTY LINE W 1101 E. DUNDEE ROAD TRAFFIC DIRECTION PRIVATE DRIVE REMOVED EXISTING DEAD PALATINE, ILLINOIS TREES, TYP. 8" Dead 4" Dead W1 PROJECT TYPE: NEW BUILD W1 W1 W1 SMART 55 - 2.0 B EXISTING SHRUBS TO REMAIN, PRUNE AND REMOVE ANY DEADWOOD REV. DATE DESCRIPTION A 1 5.25.21 ZONING COMMENTS 2 12.8.21 ZONING COMMENTS 10" Honeylocust 8" Honeylocust ISSUE DATE: 07.31.19 TRASH ENCLOSURE, 225 W Ohio Street - Suite 400; Chicago, IL 60654 SEE ARCH (T) 312-467-0123 | (F) 312-467-0220 PROJECT NUMBER: 18048 DRAWN BY: AH / CM CHECKED BY: KG TRASH ENCLOSURE, SEE ARCH SEAL 8" Honeylocust PROPERTY LINE EXISTING SHRUBS TO REMAIN EXISTING TREES TO REMAIN, TYP. 10" Honeylocust 8" Honeylocust REMOVED EXISTING ASH TREE SHEET NAME 1 TREE REMOVAL PLAN TREE REMOVAL PLAN 8" Ash SCALE: 1" = 20'-0" #157-000150 SHEET NUMBER exp. 8/31/21 Keven Graham FASLA, PLA L0.0 TERRA Engineering Ltd. 225 W. Ohio Street, Fourth Floor Chicago, Illinois 60610 ph: 312.467.0123 Packet Pg. 39  4.1.e DUNDEE ROAD 1 PAB 20' 0 NORTH 10' 20' 40' MRV ARCHITECTS, INC. Scale: 1 inch = 20 ft. PROPERTY LINE 25 VID 5105TOLLVIEWDR S,.UITE197 RESTORE ANY ROLLINGMEADOWIS,L60008 DISTURBED RETAINING WALL, BUILDING TEL2:24-318-2140 AREAS WITH SOD, TYP. SEE ARCH 2' MULCH STRIP FOR MRV ARCHITECTS, INC. 2019 CAR OVERHANG 35 SPH ALL DRAWINGS, SPECIFICATIONS, PLANS AND CONCEPTS ARE INSTRUMENTS OF 30' BUILDING LINE 70 NEF SERVICE AND THEREFORE ARE PROPERTY AC 70 COZ SHADE TREE OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED FIRE TRUCK CE WITHOUT PERMISSION AND EXPRESS ACCESS / SS WRITTEN CONSENT FROM MRV ARCHITECTS, INC. OVERHANG, CR 13 PAV SEE ARCH OS SHARED S MONUMENT SIGN EVERGREEN TREE NE SITE NUMBER: PROPERTY LINE W BASE MDL: SMART 55 - 2.0 32 SPH ASSET TYPE: COMP./FRAN 9 RHA 10 RHA DECIDUOUS SHRUBS CLASSIFICATION: NEW 17 SPH 13 CAA 7 RKO OWNER: TRAFFIC DIRECTION ORNAMENTAL GRASSES 2 ACA 9 CAA BASE VERSION: 2019 PRIVATE UPGRADE CLASSIFICATION: LAWN SOD Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) NEW BUILD DRIVE PROJECT YEAR: 2019 PERENNIAL / GROUNDCOVER AREAS FURNITURE PACKAGE: 2019 DRAWING RELEASE SPRING 2019 MULCH, 3" DEPTH 3 RHA 1101 E. DUNDEE ROAD 12' X 12' SIGHT TRIANGLE 15 SPH 10 TAD 1 PAB 10 HYA 2 ULM W1 13 ARM 3 RKO LIGHT FIXTURE PICK-UP WINDOW 10 PAV W1 W1 W1 PICK-UP 37 NEF PALATINE, ILLINOIS WINDOW 161 LIS 6 RHA B 3 RKO 5 CAA 33 HEH 39 HEH 23 LIS MULCH STRIP ALONG CURB 15 CAA 27 HEH FOR VEHICULAR OVERHANG 5 RHA 3 RHA 2 ULM A PROJECT TYPE: NEW BUILD SMART 55 - 2.0 1 PAB 3 RHA 11 ARM TRASH ENCLOSURE, SEE ARCH 7 VID 9 PAV TRASH ENCLOSURE, 3 PIA SEE ARCH PROPERTY LINE REV. DATE DESCRIPTION RESTORE ANY DISTURBED 1 5.25.21 ZONING COMMENTS AREAS WITH SOD, TYP. 2 12.8.21 ZONING COMMENTS EXISTING TREES TO REMAIN, TYP. ISSUE DATE: 07.31.19 225 W Ohio Street - Suite 400; Chicago, IL 60654 (T) 312-467-0123 | (F) 312-467-0220 PROJECT NUMBER: 18048 1 LANDSCAPE PLAN DRAWN BY: AH / CM CHECKED BY: KG SCALE: 1" = 20'-0" SEAL SHEET NAME LANDSCAPE PLAN #157-000150 SHEET NUMBER exp. 8/31/21 Keven Graham FASLA, PLA L1.0 TERRA Engineering Ltd. 225 W. Ohio Street, Fourth Floor Chicago, Illinois 60610 ph: 312.467.0123 Packet Pg. 40  4.1.e MRV ARCHITECTS, INC. 5105TOLLVIEWDR S,.UITE197 ROLLINGMEADOWIS,L60008 TEL2:24-318-2140 MRV ARCHITECTS, INC. 2019 ALL DRAWINGS, SPECIFICATIONS, PLANS WHEN PERENNIAL AREAS ARE CALLED AND CONCEPTS ARE INSTRUMENTS OF EQUAL EQUAL OUT AS "EQUAL MIX", CONTRACTOR SERVICE AND THEREFORE ARE PROPERTY SHALL INSTALL PLANTS IN GROUPS OF OF MRV ARCHITECTS, INC. THEY MAY NOT 3-5. BE REUSED, COPIED OR REPRODUCED PLANT SPACING WITHOUT PERMISSION AND EXPRESS SEE PLANTING PLAN WRITTEN CONSENT FROM MRV ARCHITECTS, INC. SITE NUMBER: 3" SHREDDED 3" SHREDDED HARDWOOD HARDWOOD MULCH EQUAL BASE MDL: SMART 55 - 2.0 3" SHREDDED PLANT SPACING MULCH LAYER. TOP OF HARDWOOD 1" BELOW ADJACENT SEE PLANT LIST MULCH SHALL BE 1-INCH ASSET TYPE: COMP./FRAN MULCH PAVEMENT BELOW TOP OF ADJACENT USE PLANTING PAVEMENT. CLASSIFICATION: NEW SOIL TO CREATE FINISHED GRADE DO NOT PLACE MULCH UP TO 3X OWNER: 3" TALL DISH X STEM OF PLANT BASE VERSION: 2019 UPGRADE CLASSIFICATION: TREE ROOT BALL Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) NEW BUILD · SET ORIGINAL GROUND LINE OF ROOTBALL AT FINISH GRADE. UNDISTURBED PLANTING SOIL - SEE SPECIFICATIONS, PROJECT YEAR: 2019 · REMOVE NYLON ROPE. SUBGRADE 18" MIN. DEPTH. INSTALL ROOTBALLS OVER 9" COMPACTED PLANTING SOIL UNDISTURBED SUBGRADE AMENDED PLANTING SOIL FURNITURE PACKAGE: 2019 · SET ROOT BALL ON 9" OF COMPACTED UNDISTURBED AMENDED PLANTING SOIL (DENSE HATCH) (DENSER HATCH) SEE SPECIFICATIONS, 18" DRAWING RELEASE SPRING 2019 SUBGRADE MIN. DEPTH 1 SHADE/ORNAMENTAL TREE PLANTING DETAIL 2 SHRUB PLANTING DETAIL GROUNDCOVER / PERENNIAL PLANTING DETAIL 3 SCALE: 1101 E. DUNDEE ROAD SCALE: NTS SCALE: NTS NTS PALATINE, ILLINOIS PROJECT TYPE: NEW BUILD SMART 55 - 2.0 REV. DATE DESCRIPTION 1 5.25.21 ZONING COMMENTS 2 12.8.21 ZONING COMMENTS ISSUE DATE: 07.31.19 225 W Ohio Street - Suite 400; Chicago, IL 60654 (T) 312-467-0123 | (F) 312-467-0220 PROJECT NUMBER: 18048 DRAWN BY: AH / CM CHECKED BY: KG SEAL SHEET NAME LANDSCAPE DETAILS #157-000150 SHEET NUMBER exp. 8/31/21 Keven Graham FASLA, PLA L2.0 TERRA Engineering Ltd. 225 W. Ohio Street, Fourth Floor Chicago, Illinois 60610 ph: 312.467.0123 Packet Pg. 41  4.1.e MRV ARCHITECTS, INC. 5105TOLLVIEWDR S,.UITE197 ROLLINGMEADOWIS,L60008 TEL2:24-318-2140 MRV ARCHITECTS, INC. 2021 ALL DRAWINGS, SPECIFICATIONS, PLANS AND CONCEPTS ARE INSTRUMENTS OF SERVICE AND THEREFORE ARE PROPERTY OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED WITHOUT PERMISSION AND EXPRESS WRITTEN CONSENT FROM MRV ARCHITECTS, INC. A A SITE NUMBER: 12983 BASE MDL: SMART 55 - 2.0 ASSET TYPE: COMP./FRAN CLASSIFICATION: NEW OWNER: BASE VERSION: 2021 UPGRADE CLASSIFICATION: Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) END CAP A PROJECT YEAR: 2021 FURNITURE PACKAGE: 2021 DRAWING RELEASE SUMMER 2021 D PUD AMENDMENT W W1 W1 W1 B 1101 E. DUNDEE ROAD PALATINE, ILLINOIS D A B PROJECT TYPE: END CAP SMART 55 - 2.0 REV. DATE DESCRIPTION 1 06-02-21 SPECIAL USE PERMIT SUBMISSION 2 12-06-21 SPECIAL USE PERMIT RE-SUBMISSION PHOTOMETRIC SITE PLAN 1" = 20'-0" 1 ISSUE DATE: 03-19-21 PROJECT NUMBER: 21074 DRAWN BY: EVC CHECKED BY: MRV SEAL SHEET NAME PHOTMETRIC PLAN SHEET NUMBER PH1.1 Packet Pg. 42  4.1.e MRV ARCHITECTS, INC. 5105TOLLVIEWDR S,.UITE197 ROLLINGMEADOWIS,L60008 TEL2:24-318-2140 MRV ARCHITECTS, INC. 2021 ALL DRAWINGS, SPECIFICATIONS, PLANS AND CONCEPTS ARE INSTRUMENTS OF SERVICE AND THEREFORE ARE PROPERTY OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED WITHOUT PERMISSION AND EXPRESS WRITTEN CONSENT FROM MRV ARCHITECTS, INC. DUNDEE ROAD SITE NUMBER: 12983 BASE MDL: SMART 55 - 2.0 ASSET TYPE: COMP./FRAN CLASSIFICATION: NEW OWNER: BASE VERSION: 2021 UPGRADE CLASSIFICATION: Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) END CAP PROJECT YEAR: 2021 FURNITURE PACKAGE: 2021 DRAWING RELEASE SUMMER 2021 PUD AMENDMENT 1101 E. DUNDEE ROAD PALATINE, ILLINOIS PROJECT TYPE: END CAP SMART 55 - 2.0 PICK-UP ER WINDOW NT CE TY MU NI OM PICK-UP TC WINDOW RT HW DIRECTIONAL ES NO SIGNAGE FRONT & TF OR SIDE EM 1/4" = 1'-0" 3 EA S EN REV. DATE DESCRIPTION IN G 1 06-02-21 SPECIAL USE PERMIT SUBMISSION PA RK 2 12-06-21 SPECIAL USE PERMIT RE-SUBMISSION E AC SP 10 ISSUE DATE: 03-19-21 PROJECT NUMBER: 21074 DRAWN BY: EVC CHECKED BY: MRV SEAL SHEET NAME ARCHITECTURAL SITE PLAN & SIGNAGE DETAILS SHEET NUMBER MONUMENT SIGN FRONT & SIDE 1/4" = 1'-0" 2 FIRE TRUCK TURNING STUDY 1" = 20'-0" 1 AS1.1 Packet Pg. 43  4.1.e MRV ARCHITECTS, INC. 5105TOLLVIEWDR S,.UITE197 ROLLINGMEADOWIS,L60008 TEL2:24-318-2140 MRV ARCHITECTS, INC. 2021 ALL DRAWINGS, SPECIFICATIONS, PLANS AND CONCEPTS ARE INSTRUMENTS OF SERVICE AND THEREFORE ARE PROPERTY OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED WITHOUT PERMISSION AND EXPRESS WRITTEN CONSENT FROM MRV ARCHITECTS, INC. SITE NUMBER: 12983 BASE MDL: SMART 55 - 2.0 ASSET TYPE: COMP./FRAN CLASSIFICATION: NEW OWNER: BASE VERSION: 2021 UPGRADE CLASSIFICATION: Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) END CAP PROJECT YEAR: 2021 FURNITURE PACKAGE: 2021 DRAWING RELEASE SUMMER 2021 PUD AMENDMENT 1101 E. DUNDEE ROAD PALATINE, ILLINOIS PROJECT TYPE: END CAP SMART 55 - 2.0 REV. DATE DESCRIPTION 1 06-02-21 SPECIAL USE PERMIT SUBMISSION 2 12-06-21 SPECIAL USE PERMIT RE-SUBMISSION ISSUE DATE: 03-19-21 PROJECT NUMBER: 21074 DRAWN BY: EVC CHECKED BY: MRV SEAL SHEET NAME FIRE TRUCK TURNING STUDY SHEET NUMBER FIRE TRUCK TURNING STUDY 1" = 20'-0" 1 AS1.2 Packet Pg. 44  4.1.e MRV ARCHITECTS, INC. 5105TOLLVIEWDR S,.UITE197 ROLLINGMEADOWIS,L60008 TEL2:24-318-2140 MRV ARCHITECTS, INC. 2021 ALL DRAWINGS, SPECIFICATIONS, PLANS AND CONCEPTS ARE INSTRUMENTS OF SERVICE AND THEREFORE ARE PROPERTY OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED WITHOUT PERMISSION AND EXPRESS WRITTEN CONSENT FROM MRV ARCHITECTS, INC. SITE NUMBER: 12983 BASE MDL: SMART 55 - 2.0 SIDEWALK FINISH DETAIL PATIO RAILIING DETAIL SIGN BASE DETAIL 6" BOLLARD DETAIL ASSET TYPE: COMP./FRAN 1/2" = 1'-0" 11 1/2" = 1'-0" 9 1/2" = 1'-0" 6 1/2" = 1'-0" 3 CLASSIFICATION: NEW OWNER: BASE VERSION: 2021 UPGRADE CLASSIFICATION: Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) END CAP PROJECT YEAR: 2021 FURNITURE PACKAGE: 2021 DRAWING RELEASE SUMMER 2021 PUD AMENDMENT 1101 E. DUNDEE ROAD PALATINE, ILLINOIS SAFETY RAILIING DETAIL PAVEMENT MARKER DETAIL 1/2" = 1'-0" 8 1/2" = 1'-0" 2 PROJECT TYPE: END CAP SMART 55 - 2.0 SIDEWALK RAMP DETAIL N.T.S. 5 REV. DATE DESCRIPTION 1 06-02-21 SPECIAL USE PERMIT SUBMISSION 2 12-06-21 SPECIAL USE PERMIT RE-SUBMISSION ISSUE DATE: 03-19-21 PROJECT NUMBER: 21074 DRAWN BY: EVC CHECKED BY: MRV SEAL SHEET NAME SITE DETAILS SHEET NUMBER ACCESSIBLE SIGN 10 EXTERIOR POLE LIGHT DETAIL 7 CONCRETE CURB DETAIL AS2.1 N.T.S. 3/4" = 1'-0" 1" = 1'-0" 1 Packet Pg. 45  4.1.e MRV ARCHITECTS, INC. 5105TOLLVIEWDR S,.UITE197 ROLLINGMEADOWIS,L60008 TEL2:24-318-2140 MRV ARCHITECTS, INC. 2021 ALL DRAWINGS, SPECIFICATIONS, PLANS AND CONCEPTS ARE INSTRUMENTS OF SERVICE AND THEREFORE ARE PROPERTY OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED WITHOUT PERMISSION AND EXPRESS WRITTEN CONSENT FROM MRV ARCHITECTS, INC. SITE NUMBER: 12983 BASE MDL: SMART 55 - 2.0 ASSET TYPE: COMP./FRAN CLASSIFICATION: NEW OWNER: BASE VERSION: 2021 UPGRADE CLASSIFICATION: Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) END CAP PROJECT YEAR: 2021 FURNITURE PACKAGE: 2021 DRAWING RELEASE SUMMER 2021 PUD AMENDMENT 1101 E. DUNDEE ROAD PALATINE, ILLINOIS MENU BOARD FOUNDATION DETAIL CANOPY PROTECTION BAR PRE-SELL BOARD DETAIL 3/4" = 1'-0" 6 1/2" = 1'-0" 4 3/4" = 1'-0" 2 PROJECT TYPE: END CAP SMART 55 - 2.0 REV. DATE DESCRIPTION 1 06-02-21 SPECIAL USE PERMIT SUBMISSION 2 12-06-21 SPECIAL USE PERMIT RE-SUBMISSION ® ISSUE DATE: 03-19-21 PROJECT NUMBER: 21074 DRAWN BY: EVC CHECKED BY: MRV SEAL SHEET NAME SINGLE LANE DRIVE-THRU ORDER STATION DETAILS SHEET NUMBER PARTIAL PLAN VIEW CANOPY FOOTING SECTION 5 ORDER STATION CANOPY CANOPY FOOTING DETAIL 1 AS3.1 3/8" = 1'-0" 7 3/4" = 1'-0" 1/2" = 1'-0" 3 1 1/2" = 1'-0" Packet Pg. 46  4.1.e MRV ARCHITECTS, INC. 111'-8" 5105TOLLVIEWDR S,.UITE197 24'-0" 8'-0" 22'-0" 8'-0" 4'-0" 43'-8" 2'-0" ROLLINGMEADOWIS,L60008 2" 4 1/2" 1'-7 1/2" TEL2:24-318-2140 4'-0" 5'-0" 6'-0" 5'-0" 4'-0" 4'-0" 10'-10" 3'-0" 4'-0" 2'-2" 3'-0" 13'-2 1/2" 20'-3 1/2" 3'-0" MRV ARCHITECTS, INC. 2021 ALL DRAWINGS, SPECIFICATIONS, PLANS AND CONCEPTS ARE INSTRUMENTS OF SERVICE AND THEREFORE ARE PROPERTY OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED WITHOUT PERMISSION AND EXPRESS WRITTEN CONSENT FROM MRV ARCHITECTS, INC. 4'-0" 3'-11" 5'-4 1/2" SITE NUMBER: 12983 BASE MDL: SMART 55 - 2.0 ASSET TYPE: COMP./FRAN 4'-11 1/2" CLASSIFICATION: NEW 4 1/2" 5" 5" 14'-2" OWNER: 4'-10 1/2" 64'-0" 18'-6" 7'-8" 10'-7" 8'-3 1/2" BASE VERSION: 2021 5" UPGRADE CLASSIFICATION: Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) END CAP 24'-0" 16'-0" 4'-8 1/2" 3'-6" PROJECT YEAR: 2021 FURNITURE PACKAGE: 2021 8'-2 1/2" DRAWING RELEASE SUMMER 2021 7" 4'-0" 13'-8" 7'-11" 4'-2 1/2" 4'-3" 10'-4" 8'-9 1/2" 4" 1'-1" PUD AMENDMENT 4" 6" 4'-0" 3'-0" 40'-3" 13'-8" 4'-0" 3'-1" 1101 E. DUNDEE ROAD 3'-9 1/2" 4" 9 1/2" 4" 4" 4" 4" 4" 5'-3" 9'-9 1/2" 5'-7 1/2" 5'-9" 3'-1" 7'-6" 11'-2" 2'-0" 51'-2" 11'-0" 4" 5" PALATINE, ILLINOIS SP 6'-7 1/2" 7'-0" 5 1/2" SP 5'-7 1/2" 12'-1" 2'-9" 62'-6 1/2" 4" 5" 5 1/2" 4" 64'-0" 2'-2" 4" PROJECT TYPE: END CAP 15'-2" SMART 55 - 2.0 5'-8" 3'-0" 4" 10'-4" 3'-8 1/2" 4" 5 1/2" 5" 2'-0" 3'-6 1/2" 3'-4" 4" 3'-6" 3'-11" 40'-0" 2'-4" 7'-3" REV. DATE DESCRIPTION 9'-2" 1 06-02-21 SPECIAL USE PERMIT SUBMISSION 4" 6'-10" 8'-2" 4'-0" 3'-2 1/2" 2 12-06-21 SPECIAL USE PERMIT RE-SUBMISSION 4" 54'-7 1/2" 9'-4 1/2" 2'-3 1/2" 1'-5" 5" 9'-5 1/2" ISSUE DATE: 03-19-21 PROJECT NUMBER: 21074 DRAWN BY: EVC CHECKED BY: MRV 15'-6" 3'-10" 26'-8" 3'-3" 5" 14'-5" 49'-8" SEAL 11'-2" 13'-2" 2'-0" SHEET NAME FLOOR PLAN 10'-0" 13'-4" 3'-4" 13'-4" 5'-4" 3'-4" 1'-4" 10'-8" 3'-4" 1'-6" 65'-6" SHEET NUMBER 65'-6" PLAN Packet Pg. 47  4.1.e EXTERIOR FINISH SCHEDULE SF-1 PUW M-1 M-3 STOREFRONT -"DARK BRONZE" PICK-UP WINDOW TO MATCH STOREFRONT PARAPET CAP/ BRAKE METAL - "DARK BRONZE" EXCEPTIONAL METALS - "BRIGHT RED" MRV M-4 EXCEPTIONAL METALS - PAINTED TO MATCH BRICK BELOW ARCHITECTS, INC. M-5 BRAKE METAL - "CLEAR ANNODIZED" M-7 EXCEPTIONAL METALS - "CUSTOM DARK GREY" M-8 EXCEPTIONAL METALS - PAINTED TO MATCH CORNICE 5105TOLLVIEWDR S,.UITE197 ROLLINGMEADOWIS,L60008 E-2 EIFS - "WENDY'S RED" TEL2:24-318-2140 M-3 E-7 EIFS - "DARK GREY" MRV ARCHITECTS, INC. 2021 M-3 ALL DRAWINGS, SPECIFICATIONS, PLANS E-8 EIFS - "TAN" AND CONCEPTS ARE INSTRUMENTS OF E-2 SERVICE AND THEREFORE ARE PROPERTY BR-1 BL-1 BOLLARD SLEEVE - "YELLOW" OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED M-7 M-7 PEX-1 PAINT - DARK BRONZE (SEE PAINT SCHEDULE) WITHOUT PERMISSION AND EXPRESS M-4 BR-1 M-4 WRITTEN CONSENT FROM MRV E-7 E-7 PEX-3 PRE-FINISHED DARK BRONZE SIGN CABINETS (SEE PAINT ARCHITECTS, INC. SCHEDULE) PEX-10 PAINT / POWDER COAT- BLACK (SEE PAINT SCHEDULE) PEX-12 PAINT- DARK GREY (SEE PAINT SCHEDULE) SITE NUMBER: 12983 BR-1 THRU-WALL - INTERSTATE (7 5/8"H x 3 5/8"D x15 5/8"L) BASE MDL: SMART 55 - 2.0 "BRONZESTONE" BR-2 THRU-WALL - INTERSTATE (7 5/8"H x 3 5/8"D x15 5/8"L) ASSET TYPE: COMP./FRAN "WALNUT" CLASSIFICATION: NEW M-5 M-5 ST-1 CAST STONE SILL- SHOULDICE DESIGNER STONE "824" WATER TABLE, "CRYSTAL WHITE - LS" OWNER: PUW BASE VERSION: 2021 UPGRADE CLASSIFICATION: M-5 Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) END CAP E-2 PROJECT YEAR: 2021 FURNITURE PACKAGE: 2021 DRAWING RELEASE SUMMER 2021 BL-1 SF-1 ST-1 BL-1 SF-1 PUW ST-1 E-2 BR-1 M-1 M-1 PUD AMENDMENT BR-2 BR-2 EAST ELEVATION 3/16" = 1'-0" 1 1101 E. DUNDEE ROAD PALATINE, ILLINOIS PROJECT TYPE: END CAP SMART 55 - 2.0 M-3 M-3 E-8 E-8 M-3 E-2 E-2 M-8 E-8 M-4 M-4 M-8 E-2 M-8 BR-1 BR-1 M-7 REV. DATE DESCRIPTION 1 06-02-21 SPECIAL USE PERMIT SUBMISSION 2 12-06-21 SPECIAL USE PERMIT RE-SUBMISSION E-7 E-8 M-5 M-1 M-5 M-5 M-5 ISSUE DATE: 03-19-21 M-5 PROJECT NUMBER: 21074 BR-1 DRAWN BY: EVC CHECKED BY: MRV ST-1 SEAL BR-2 SF-1 SF-1 SF-1 BR-2 SF-1 BR-1 SF-1 BR-2 ST-1 E-2 ST-1 BR-1 BR-2 ST-1 BR-1 SF-1 BR-2 SHEET NAME EXTERIOR ELEVATIONS NORTH ELEVATION 3/16" = 1'-0" 2 SHEET NUMBER A2.1 Packet Pg. 48  4.1.e EXTERIOR FINISH SCHEDULE SF-1 PUW M-1 M-3 STOREFRONT -"DARK BRONZE" PICK-UP WINDOW TO MATCH STOREFRONT PARAPET CAP/ BRAKE METAL - "DARK BRONZE" EXCEPTIONAL METALS - "BRIGHT RED" MRV M-4 EXCEPTIONAL METALS - PAINTED TO MATCH BRICK BELOW ARCHITECTS, INC. M-5 BRAKE METAL - "CLEAR ANNODIZED" M-7 EXCEPTIONAL METALS - "CUSTOM DARK GREY" M-8 EXCEPTIONAL METALS - PAINTED TO MATCH CORNICE 5105TOLLVIEWDR S,.UITE197 ROLLINGMEADOWIS,L60008 E-2 EIFS - "WENDY'S RED" TEL2:24-318-2140 E-7 EIFS - "DARK GREY" MRV ARCHITECTS, INC. 2021 E-8 M-3 ALL DRAWINGS, SPECIFICATIONS, PLANS E-8 EIFS - "TAN" AND CONCEPTS ARE INSTRUMENTS OF M-8 SERVICE AND THEREFORE ARE PROPERTY M-4 E-2 BL-1 BOLLARD SLEEVE - "YELLOW" OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED PEX-1 PAINT - DARK BRONZE (SEE PAINT SCHEDULE) WITHOUT PERMISSION AND EXPRESS M-4 BR-1 WRITTEN CONSENT FROM MRV PEX-3 PRE-FINISHED DARK BRONZE SIGN CABINETS (SEE PAINT ARCHITECTS, INC. SCHEDULE) E-8 PEX-10 PAINT / POWDER COAT- BLACK (SEE PAINT SCHEDULE) PEX-12 PAINT- DARK GREY (SEE PAINT SCHEDULE) SITE NUMBER: 12983 BR-1 THRU-WALL - INTERSTATE (7 5/8"H x 3 5/8"D x15 5/8"L) BASE MDL: SMART 55 - 2.0 "BRONZESTONE" E-8 BR-2 THRU-WALL - INTERSTATE (7 5/8"H x 3 5/8"D x15 5/8"L) ASSET TYPE: COMP./FRAN BR-1 "WALNUT" CLASSIFICATION: NEW ST-1 CAST STONE SILL- SHOULDICE DESIGNER STONE "824" WATER TABLE, "CRYSTAL WHITE - LS" OWNER: BR-1 BASE VERSION: 2021 M-5 UPGRADE CLASSIFICATION: Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) END CAP PROJECT YEAR: 2021 FURNITURE PACKAGE: 2021 DRAWING RELEASE SUMMER 2021 BR-2 SF-1 BR-1 PUD AMENDMENT BR-1 ST-1 BR-1 WEST ELEVATION 3/16" = 1'-0" 1 1101 E. DUNDEE ROAD PALATINE, ILLINOIS PROJECT TYPE: END CAP SMART 55 - 2.0 M-3 M-3 M-3 E-8 E-2 BR-1 E-2 E-2 M-4 M-4 M-8 BR-1 M-4 M-4 BR-1 M-7 E-8 REV. DATE DESCRIPTION 1 06-02-21 SPECIAL USE PERMIT SUBMISSION 2 12-06-21 SPECIAL USE PERMIT RE-SUBMISSION E-7 M-5 BR-1 ISSUE DATE: 03-19-21 PROJECT NUMBER: 21074 DRAWN BY: EVC SF-1 CHECKED BY: MRV BL-1 ST-1 SEAL BR-2 ST-1 BR-2 BR-1 BR-1 SHEET NAME EXTERIOR ELEVATIONS SOUTH ELEVATION 3/16" = 1'-0" 2 SHEET NUMBER A2.2 Packet Pg. 49  4.1.e MRV ARCHITECTS, INC. 5105TOLLVIEWDR S,.UITE197 ROLLINGMEADOWIS,L60008 TEL2:24-318-2140 MRV ARCHITECTS, INC. 2021 ALL DRAWINGS, SPECIFICATIONS, PLANS AND CONCEPTS ARE INSTRUMENTS OF SERVICE AND THEREFORE ARE PROPERTY OF MRV ARCHITECTS, INC. THEY MAY NOT BE REUSED, COPIED OR REPRODUCED WITHOUT PERMISSION AND EXPRESS WRITTEN CONSENT FROM MRV ARCHITECTS, INC. SITE NUMBER: 12983 BASE MDL: SMART 55 - 2.0 ASSET TYPE: COMP./FRAN CLASSIFICATION: NEW OWNER: BASE VERSION: 2021 SOUTH ELEVATION (BOH ENTRANCE) UPGRADE CLASSIFICATION: 3/16" = 1'-0" 1 Attachment: 120821_Wnedy's multi-tenant building -ARCH/ENG plans (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through) END CAP PROJECT YEAR: 2021 FURNITURE PACKAGE: 2021 DRAWING RELEASE SUMMER 2021 PUD AMENDMENT 1101 E. DUNDEE ROAD PALATINE, ILLINOIS PROJECT TYPE: END CAP SMART 55 - 2.0 EAST ELEVATION (DRIVE-THRU) WEST ELEVATION 3/16" = 1'-0" 2 3/16" = 1'-0" 3 REV. DATE DESCRIPTION 1 06-02-21 SPECIAL USE PERMIT SUBMISSION 2 12-06-21 SPECIAL USE PERMIT RE-SUBMISSION ISSUE DATE: 03-19-21 PROJECT NUMBER: 21074 DRAWN BY: EVC CHECKED BY: MRV SEAL SHEET NAME COLOR ELEVATIONS SHEET NUMBER NORTH ELEVATION (MAIN ENTRANCE) 3/16" = 1'-0" 4 CE1.1 Packet Pg. 50  4.1.f "EXHIBIT C" DUNDEE ROAD Attachment: Cross Access Easement - Exhibit C (1101 E. Dundee Road - Wendy's - PDA and SU - (DON-A-BAR TRACT) "ACCESS DRIVE" (HAMRA TRACT) (PRIVATE DRIVE) "CURB CUT AREA" PICK-UP WINDOW PICK-UP WINDOW (COMMERCIAL RETAIL) (COMMERCIAL (COMMERCIAL RETAIL) RETAIL) (PUBLIC LIBRARY) Packet Pg. 51  4.1.g Attachment: Front and Signature Pages - Palatine - Access Easement Agreement (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - THIS DOCUMENT WAS PREPARED BY AND AFTER RECORDING RETURN TO: Krista Kron, Esq. c/o Hamra Enterprises 1855 S. Ingram Mill Road, Suite 100 Springfield, MO 65804 ACCESS EASEMENT AGREEMENT THIS ACCESS EASEMENT AGREEMENT (this “Agreement”) is made as of the ___ day of ____________, 2021, by and between HAMRA GATEWAY, LLC, a Missouri limited liability company (“Hamra”), and DON-A-BAR, LLC, an Illinois limited liability company (“Don-A-Bar”). R E C I T A L S: This Agreement is entered into upon the basis of the following facts, understandings and intentions of the parties hereto: A. Hamra is the owner of the parcel of land situated in Cook County, Illinois, being more particularly described on Exhibit A attached hereto, and which is identified as the “Hamra Tract” on the site plan (the “Site Plan”) attached hereto as Exhibit C. B. Don-A-Bar is the owner of the parcel of land situated immediately adjacent to the Hamra Tract, being more particularly described on Exhibit B attached hereto, and which is identified as the “Don-A-Bar Tract” on the Site Plan. C. Governmental approval has been or will be obtained for a curb cut (the “Curb Cut”) from the Hamra Tract to the Don-A-Bar Tract, at the location designated on the Site Plan. D. The Hamra Tract and the Don-A-Bar Tract are sometimes hereinafter collectively referred to as “Tracts” and individually as a “Tract”. Hamra and Don-A-Bar, and their respective successors and assigns who become owners of a Tract, are sometimes hereinafter referred to collectively as “Parties” and individually as a “Party”. E. The Parties desire to create reciprocal easements for vehicular and pedestrian ingress and egress for the benefit of their respective Tracts. NOW, THEREFORE, in consideration of the above Recitals and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties agree and covenant as follows: Packet Pg. 52  4.1.g Attachment: Front and Signature Pages - Palatine - Access Easement Agreement (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed as of the day and year first above written. HAMRA GATEWAY, LLC, a Missouri limited liability company By: Name: Michael K. Hamra Its: President and CEO DON-A-BAR, LLC, an Illinois limited liability company By: Name: Its: Packet Pg. 53  4.1.g Attachment: Front and Signature Pages - Palatine - Access Easement Agreement (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - ACKNOWLEDGMENTS STATE OF_____________ ) ) SS. COUNTY OF __________ ) I, the undersigned, a Notary Public in and for said County, in the State aforesaid, DO HEREBY CERTIFY that MICHAEL K. HAMRA, the President and CEO of HAMRA GATEWAY, LLC, a Missouri limited liability company, personally known to me to be the same person whose name is subscribed to the foregoing instrument as such President and CEO, appeared before me this day in person and acknowledged that he signed and delivered said instrument as such President and CEO of said limited liability company, as his own free and voluntary act and as the free and voluntary act of said company, for the uses and purposes therein set forth. GIVEN under my hand and Notarial Seal this day of _________, 2021. ____________________________________ NOTARY PUBLIC My Commission Expires: STATE OF_____________ ) ) SS. COUNTY OF __________ ) I, the undersigned, a Notary Public in and for said County, in the State aforesaid, DO HEREBY CERTIFY that __________________ , the _________________ of DON-A-BAR, LLC, an Illinois limited liability company, personally known to me to be the same person whose name is subscribed to the foregoing instrument as such_______________ , appeared before me this day in person and acknowledged that he/she signed and delivered said instrument as such ________________ of said limited liability company, as his/her own free and voluntary act and as the free and voluntary act of said company, for the uses and purposes therein set forth. GIVEN under my hand and Notarial Seal this day of _________, 2021. ____________________________________ NOTARY PUBLIC My Commission Expires: Packet Pg. 54  4.1.h Packet Pg. 55 Attachment: Plat of Survey (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 56 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 57 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 58 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 59 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 60 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 61 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 62 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 63 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 64 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.i Packet Pg. 65 Attachment: Park Place Planned Development (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)  4.1.j Packet Pg. 66 Attachment: Public Notice - 1101 E. Dundee Road (1101 E. Dundee Road - Wendy's - PDA and SU - restaurant - drive through)