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07/18/20164DES PLAINES I L L I N O I S CITY COUNCIL AGENDA Monday, July 18, 2016 Regular Session — 7:00 p.m. Room 102 CALL TO ORDER REGULAR SESSION ROLL CALL PRAYER PLEDGE OF ALLEGIANCE PUBLIC HEARING PY2016 ANNUAL ACTION PLAN CITIZEN PARTICIPATION (matters not on the Agenda) CITY CLERK ANNOUNCEMENTS ALDERMEN ANNOUNCEMENTS MONDAY, JULY 18, 2016 CITY OF DES PLAINES CITY COUNCIL AGENDA CONSENT AGENDA PAGE 12 1. Approve 2016 Capital Improvement Program Street and Utility Improvements, Contract B — Change Order #1 with Orange Crush, LLC, 321 South Center Street, Hillside, IL 60162 in the Amount Not -to -Exceed $75,000. Budgeted Funds — Street Maintenance/Miscellaneous Contractual Services la. RESOLUTION R -109-16/A Resolution Approving Change Order No. 1 to a Construction Contract with Orange Crush, LLC, for the 2016 Capital Improvement Project Street and Utility Improvements Contract B 2. SECOND READING — ORDINANCE M-19-16/An Ordinance Amending the City Code to Add One Class E Liquor License for El Fast Burrito, 1165 Lee Street 3. SECOND READING — ORDINANCE M-20-16/An Ordinance Amending the City Code to Add One Class M Liquor License for R&T Mobile, Inc., 2380 S. River Road 4. SECOND READING — ORDINANCE Z-11-16/An Ordinance Approving Major Variations from Sections 12- 11-6.B and 12-11-5.A.3 of the City of Des Plaines Zoning Ordinance at 1990 Mannheim Road, Des Plaines, Illinois (Case #16-023-V) 5. Authorize the City Clerk to Advertise for Bid TIF #7 Orchard Place Improvements 6. Minutes/Regular Meeting — July 5, 2016 END OF CONSENT AGENDA MONDAY, JULY 18, 2016 CITY OF DES PLAINES CITY COUNCIL AGENDA COMMITTEE OF THE WHOLE 1. FINANCE & ADMINISTRATION — Alderman Don Smith, Chair a. Warrant Register in the Amount of $3,355,375.24 — RESOLUTION R-111-16 PAGE 13 2. COMMUNITY DEVELOPMENT — Alderman Mike Charewicz, Chair a. Map Amendment and Planned Unit Development for 240-310 Potter Road, Case # 16 -021 -PUD -MAP, 1st Ward — ORDINANCE Z-13-16 b. Final Plat of Subdivision for 395 N. Eighth Avenue, Case #16 -10 -SUB, 7th Ward — RESOLUTION R-113-16 c. Consideration of a Conditional Use Permit for 445 S. River Road, Case #16 -025 -CU, 3rd Ward — ORDINANCE Z-15-16 d. Consideration of a Major Variance Request for 567 W. Algonquin Road, Case #16-030-V, 8th Ward — ORDINANCE Z-16-16 e. Final Planned Unit Development and Final Plat of Subdivision at 783-841 Lee Street, Lexington Pointe, Case #16 -023 -PUD -SUB, 2nd Ward — ORDINANCE Z-17-16 3. COMMUNITY SERVICES — Alderman Malcolm Chester, Chair a. Approve Resolution to Allow Volunteers to Utilize the City -Owned Property at the Northeast Corner of Linden and Prospect for Purposes of Creating and Maintaining a Victory Garden and Approve Funding Allocation in the Amount of $5,140 from the General Fund — RESOLUTION R-112-16 4. ENGINEERING — Alderman Denise Rodd, Chair a. Discussion of Civic Center Parking Deck IF NO ACTION IS TAKEN UNDER NEW BUSINESS, THESE ITEMS WILL APPEAR ON THE FOLLOWING CONSENT AGENDA OR UNFINISHED BUSINESS. IF IT IS NECESSARY TO TAKE ACTION ON ANY OF THESE ITEMS THIS EVENING, THEY MUST BE REPORTED OUT BY THE COMMITTEE CHAIRMAN UNDER "NEW BUSINESS" UNFINISHED BUSINESS 1. RESOLUTION R -106-16/A Resolution Rescinding Resolution R-206-15 Regarding Expenditures for Use of the City's Logo and Tagline (Postponed from 7/5/16 City Council Agenda) MONDAY, JULY 18, 2016 CITY OF DES PLAINES CITY COUNCIL AGENDA NEW BUSINESS: IF REPORTED OUT BY COMMITTEE PAGE 14 1. a. RESOLUTION R-111-16/Warrant Register in the amount of $3,355,375.24 2. a. ORDINANCE Z-13-16/An Ordinance Approving a Zoning Map Amendment and a Preliminary Plat of Planned Unit Development for 240-310 Potter Road, Des Plaines, Illinois (Case #16 -021 -PUD -MAP) b. RESOLUTION R -113-16/A Resolution Approving Final Plat of Subdivision for Johler Farm Subdivision Located at 395 North Eighth Avenue, Des Plaines, IL (Case #16 -10 -SUB) c. ORDINANCE Z-15-16/An Ordinance Granting a Conditional Use Permit for a Car Wash and Auto Detailing Facility on a Site Less Than 25,000 Square Feet in the C-3 Zoning District at 445 South River Road, Des Plaines, Illinois (Case #16 -025 -CU) d. ORDINANCE Z-16-16/An Ordinance Approving Major Variations from Section 12-11-6 of the City of Des Plaines Zoning Ordinance at 567 West Algonquin Road, Des Plaines, Illinois (Case #16-030-V) e. ORDINANCE Z-17-16/An Ordinance Approving a Final Plat of Planned Unit Development with Permitted Exceptions and a Final Plat of Subdivision for the Property Located at 783-841 Lee Street, Des Plaines, Illinois (Case #16 -037 -PUD -SUB) 3. a. RESOLUTION R -112-16/A Resolution Authorizing the Use of City -Owned Property and Expenditures for a City -Sponsored Community Garden 4. a. n/a MANAGER'S REPORT ALDERMEN COMMENTS MAYORAL COMMENTS ADJOURNMENT City of Des Plaines, 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 the meeting(s) or have questions about the accessibility of the meeting(s) or facilities, contact the ADA Coordinator at 391-5486 to allow the City to make reasonable accommodations for these persons. ODES PLAINTES ILLINOIS Date: June 27, 2016 COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org To: Michael G. Bartholomew, MCP, LEED-AP, City Manager From: Lauren Pruss, AICP, Economic Development Coordinator Davorka Kirincic, AICP, Associate Planner / CDBG Administrator Subject: Public Hearing on the PY2016 Action Plan Issue: The CDBG grant allocation for the 2016 Program Year (October 1, 2016 — September 30, 2017) is $277,995.00. The amount is determined by a formula calculated by the U.S. Department of Housing and Urban Development (HUD). The Annual Action Plan will serve as the City's budget and formal application for these funds. In addition, the City of Des Plaines plans to use 100% of the grant to assist low and moderate income households. The City expects to allocate $41,200.00 to Public Service projects, $171,462.50 to Housing Rehabilitation projects, $108,755.00 to Public Infrastructure Improvement projects, and $55,599.00 to Planning/Administration projects. These ratios are consistent with past program years and are in accordance with HUD's allocation requirements. A copy of the entire Annual Action Plan, which includes a detailed breakdown of all projects, is attached for review. Analysis: In accordance with the City's Public Participation Plan, all substantial amendments to the CDBG Consolidated and Action Plan must be approved by the City Council. The City published a legal notice for PY2016 Annual Action Plan in Des Plaines Journal on May 27, 2016 for public comment. Recommendation: Hold Public Hearing. Attachments: Attachment 1: Legal Notice Exhibits: Exhibit A: Draft PY2016 Annual Action Plan Page 1 of 43 CITY OF DES PLAINES, ILLINOIS COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM DRAFT ANNUAL ACTION PLAN NOTICE Program Year 2016 The City of Des Plaines invites citizens to comment on its draft CDBG Action Plan for housing and community development for Program Year 2016 (October 1, 2016 - September 30, 2017). The City is eligible to receive $277,995.00 in Community Development Block Grant (CDBG) funding from the U.S. Department of Housing and Urban Development (HUD). The Action Plan will serve as the Des Plaines budget and formal application to the CDBG program. CITIZEN QUESTIONS AND COMMENTS Citizens are invited and encouraged to submit comments on the City's draft CDBG Action Plan during the public comment period beginning Friday, June 17, 2016 and ending Monday, July 18, 2016. The City will attempt to address all comments and recommendations received in the final plan submitted to HUD. A summary of all questions and concerns received will be included in the final plan submitted to HUD. Copies of the complete draft PY2016 Action Plan will be available during the public comment period at: Des Plaines Civic Center Community and Economic Development (3rd Floor Counter) 1420 Miner St., Des Plaines, IL. 60016 Des Plaines Public Library (Information Desk) 1501 Ellinwood St., Des Plaines, IL. 60016 Personal copies can be obtained by contacting the CDBG Administrator at (847) 391-5381 or online at: desplaines.org/cdbg Written comments can be sent to the attention of the CDBG Coordinator at the Civic Center, Community and Economic Development and will receive a written response within 15 days of receipt. Citizens will also have the opportunity to present comments at the public meeting described below. PUBLIC HEARING A public hearing on the draft Plan will be held by the City Council at the following time and location: Monday, July 18, 2015 7:00 p.m. Des Plaines Civic Center 1420 Miner Street, Room 102 Attachment 1 Page 2 of 43 Page 2 of 2 The City of Des Plaines encourages all interested persons, groups, and organizations to make comments at this hearing. If requested a minimum of five (5) working days prior to the public hearing, the City will attempt to make available foreign language and sign language interpreters for non-English speaking and hearing impaired persons wishing to participate in the public hearing. Attachment 1 Page 3 of 43 40 Years Go Building Better Neighborhoods CITY OF DES PLAINES, ILLINOIS 2016 Annual Action Plan for Community Development Block Grant Programming PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A Prepared by the City of Des Plaines Department of Community and Economic Development: Final Published August 1, 2016 1 Page 4 of 43 Table of Contents The Process 3 AP -05 Executive Summary 3 PR -05 Lead & Responsible Agencies — 24 CFR 91.200(b) 5 AP -10 Consultation — 91.100, 91.200(b), 91.215(1) 6 AP -12 Citizen Participation 14 Annual Action Plan 16 AP -15 Expected Resources — 91.220(c)(1,2) 16 AP -20 Annual Goals and Objectives 18 AP -35 Projects — 91.220(d) 20 AP -50 Geographic Distribution — 91.220(f) 32 AP -75 Barriers to affordable housing — 91.220(j) 35 AP -85 Other Actions — 91.220(k) 37 AP -90 Program Specific Requirements 40 PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 2 Page 5 of 43 The Process AP -05 Executive Summary - 24 CFR 91.200(c), 91.220(b) 1. Introduction The City of Des Plaines is classified as an entitlement community with a population of over 50,000, and receives an annual allocation of Community Development Block Grant (CDBG) funding from the Department of Housing and Urban Development (HUD). HUD requires a 5 year consolidated plan to shape housing and community development programs into effective, coordinated neighborhood development strategies. The priorities identified through the public participation process are established for the next five years with benchmarks to measure accomplishments. The City Council adopted Resolution R-95-15 on 5/18/2015, authorizing the City of Des Plaines's participation in Cook County's HOME Investment Partnerships Program Consortium. Although a member of the Cook County Consortium, the City will continue to receive a direct allocation of CDBG funds from HUD and strategies developed for the use of our CDBG funding are specific to City of Des Plaines. Des Plaines will continue to plan, draft and approve Annual Action Plans, CAPER and other required HUD reports. However, certain plans and reports, including Annual Action Plans, needs to be submitted to Cook County which will then submit them to HUD along with the plans and documents of other municipalities participating in Cook County's HOME. The purpose of the Annual Action Plan is to describe the housing and community development goals that the City plans to address during the program year and how it will utilize its Community Development Block Grant (CDBG) funds. The City is now in the process of drafting their Program Year (PY) 2016 Action Plan which proposes programs and activities to be funded by the CDBG annual budget for the time period of October 1, 2016 to September 20, 2017. Activities during the second year of the Consolidated Plan will continue to address the Priorities and Goals established in the Strategic Plan. 2. Summary of the objectives and outcomes identified in the Plan Needs Assessment Overview The City of Des Plaines identified eight community priorities in their Strategic Plan through the needs assessment and public participation: 1) Affordable Housing 2) Homelessness 3) Other Special Housing /Non -Homeless Needs 4) Public Service Needs 5) Public Facilities 6) Public Infrastructure 7) Economic Development 8) Planning and Administration PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 3 Page 6 of 43 The City of Des Plaines' entitlement grant is limited; thus not all programs will be funded with CDBG funding. In the Consolidated Plan, the City of Des Plaines included programs that do not receive funding to ensure that the priorities of the community are met through a variety of resources. The Community Needs are listed by HUD codes and categories. Priorities are assigned as follows: • High- Currently funded (with CDBG funds) • Medium- Currently funded (with CDBG funds) • Low- Reliant upon outside support and resources 3. Evaluation of past performance The City of Des Plaines has been a recipient of the CDBG funds since 1974. Since the beginning of the program, the City utilized over million 1.8 million in CDBG funds to address housing and community development needs for low and moderate income residents. The City has effectively worked with the US Department of Housing and Urban Development over the 40 years of the programs existence and has constantly complied with all federal requirements of the program. Performance Measurements have been developed for each program funded through CDBG. Every program has been assigned an objective, outcome, and indicators. The three objectives are: suitable living environment, decent housing, and creating economic opportunities. The three outcome categories are: availability/accessibility, affordability and sustainability. Accomplishments for all programs are reported in the Integrated Disbursement and Information System (IDIS). At the end of each Program Year a Consolidated Annual Performance and Evaluation Report (CAPER) is submitted to the HUD and posted on the City which identifies the accomplishments and level of progress in meeting the priorities and goals identified in the five year Consolidated Plan for that year 4. Summary of citizen participation process and consultation process The City of Des Plaines PY2016 CDBG Action Plan public comment period will begin on Friday, June 17, 2016 and will end Monday, July 18, 2016. Notification of this period was published in the Des Plaines Journal & Topics Newspaper and uploaded on the City's website on June 3, 2016. During this time, citizens are invited to submit written comments or recommendations to the City. The Public Hearing will be on July 18, 2016 at City Council meeting to allow the public to present any questions or comments for the Action Plan. Community Development staff will give a brief review of the CDBG Program and the purpose of the plan. After the public comment period closes, staff will include any received inquiries or suggestions in the final Action Plan. 5. Summary of public comments To be completed 6. Summary of comments or views not accepted and the reasons for not accepting them To be completed 7. Summary To be completed PY2016 Annual Action Plan 4 OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A Page 7 of 43 PR -05 Lead & Responsible Agencies 24 CFR 91.200(b) 1. Describe agency/entity responsible for preparing the Action Plan and those responsible for administration of each grant program and funding source The following are the agencies/entities responsible for preparing the Action Plan and those responsible for administration of each grant program and funding source. Agency Role Name Department/Agency Lead Agency DES PLAINES Community and Economic Development Table 1— Responsible Agencies Narrative The Community and Economic Development Department of the City of Des Plaines is responsible for the preparation of this Consolidated Plan, and is the agency responsible for administering the City's CDBG programs. Action Plan Public Contact Information City of Des Plaines Community and Economic Development 1420 Miner Street Des Plaines, IL 60016 w Primary Contact: Davorka Kirincic, AICP, Associate Planner/CDBG Administrator 847-391-5381 1 dkirincic@desplaines.org Secondary Contact: Lauren Pruss, AICP, Economic Development Coordinator 847-391-53841 Ipruss@desplaines.org Secondary Contact: Michael G. Bartholomew, MCP, LEED-AP, City Manager 847-391-55451 mbartholomew@desplaines.org PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 5 Page 8 of 43 PR -10 Consultation - 91.100, 91.200(b), 91.215(1) 1. Introduction In order to develop the 2016 Action Plan, the City of Des Plaines' Community Development Department consulted with City departments: Public Works and Engineering, Health and Human Services, Economic Development, Police /social worker and the housing Authority of Cook County, Alliance to End Homelessness in Suburban Cook County Continuum of Care, local and regional nonprofit service providers, housing providers, and community residents. Data are from consulted organizations, the United States Census Bureau and HUD. Provide a concise summary of the jurisdiction's activities to enhance coordination between public and assisted housing providers and private and governmental health, mental health and service agencies (91.215(1)). The City of Des Plaines consulted with individuals, residents, government departments, non-profit organizations, social service agencies, affordable housing providers, and others with respect to the development of the Action Plan. The City maintains constant contact with the public and assisted housing providers and governmental health, mental health and service agencies. In addition, two focus group meetings with community service providers contributed to the planning process as a means of sharing ideas and shaping the focus of this Plan. Describe coordination with the Continuum of Care and efforts to address the needs of homeless persons (particularly chronically homeless individuals and families, families with children, veterans, and unaccompanied youth) and persons at risk of homelessness The City relies on the Alliance to End Homelessness in Suburban Cook County, which is the Continuum of Care coordinator for suburban Cook County, to provide data and expertise regarding the needs of homeless persons and persons at risk of homelessness. The Alliance's most recent strategic plan (A Strategic Plan Forward to End Homelessness: 2014-2017 Strategic Plan, July 2014) was consulted to shape the policies of Consolidated Plan with regards to homelessness. The City stays informed of Continuum of Care activities through emails and minutes of AHAND (Association of Homelessness Advocate in the North/ Northwest District) which is a coordinating entity of the Alliance to End Homelessness in Suburban Cook County and operates in an area the includes Des Plaines. The City also receives input from local social service providers to form the City's strategy that addresses the needs of the homeless and reduced the risk of future homelessness. Finally, the Department of Community and Economic Development works with City agencies such as the Department of Health and Human Services and the Police Department to implement its programming that addresses homeless. Describe consultation with the Continuum(s) of Care that serves the jurisdiction's area in determining how to allocate ESG funds, develop performance standards and evaluate outcomes, and develop funding, policies and procedures for the administration of HMIS The City does not receive Emergency Solutions Grant funds, but the Department works with public service sub -recipients to develop policies and evaluate outcomes of the City's homelessness prevention efforts. PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 6 Page 9 of 43 Describe Agencies, groups, organizations and others who participated in the process and describe the jurisdictions consultations with housing, social service agencies and other entities Table 2 — Agencies, groups, organizations who participated PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 7 Page 10 of 43 1 Agency/Group/Organization CITY OF DES PLAINES Agency/Group/Organization Type Other government — Local Grantee Department What section of the Plan was addressed by the Consultation? Annual Goals & Objectives Projects How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? The Department of Community & Economic Development consulted with the City of Des Plaines' Health & Human Services Division and Police Department with respect to community needs and services being provided by local non-profit agencies. 2 Agency/Group/Organization COOK COUNTY Agency/Group/Organization Type Other government — Local Grantee Department What section of the Plan was addressed by the Consultation? Annual Goals & Objectives Projects Other Actions How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? 4c) The City will join the Cook County HOME Consortium on October 1, 2016. As a result, the City will be terminating its individual 2015-2019 and will be incorporated into Cook County's 2015 - 2019 Consolidated Plan. City examined Cook County's "Planning for Progress" and 2015-2019 Consolidated Plan to ensure that these documents are consistent with the City's goals. Further the City consulted and worked with Cook County as the City file a Substantial Amendment to its 2015-2019 Consolidated Plan which enabled the City to meet Cook County HOME Consortium requirements. 3 Agency/Group/Organization HOUSING AUTHORITY OF COOK COUNTY Agency/Group/Organization Type PHA Services - Housing What section of the Plan was addressed by the Consultation? Housing Need Assessment Public Housing Needs How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? Checked their plans and activities to develop needs assessment and other related 2016 Action Plan sections. PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 8 Page 11 of 43 4 Agency/Group/Organization ILLINOIS HOUSING DEVELOPMENT AUTHORITY Agency/Group/Organization Type Housing Services — Housing Other government - State What section of the Plan was addressed by the Consultation? Housing Needs Assessment How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? Consulted to provide data/input for relevant 2016 Action Plan sections. 5 Agency/Group/Organization CHICAGO METROPOLITAN AGENCY FOR PLANNING (CMAP) Agency/Group/Organization Type Regional organization Planning organization What section of the Plan was addressed by the Consultation? Housing Need Assessment Market Analysis How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? Consulted to provide data/input for relevant 2016 Action Plan sections. 6 Agency/Group/Organization DES PLAINES PARK DISTRICT Agency/Group/Organization Type Other government -Local What section of the Plan was addressed by the Consultation? Goals & objectives Projects How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? Consulted to provide data/input for relevant 2016 Action Plan sections. The Park District has been a sub -recipient agency of The City of Des Plaines for renovation of public parks, and therefore, communication with this agency has been ongoing. 7 Agency/Group/Organization NORTHWEST COMPASS PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 9 Page 12 of 43 PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 10 Page 13 of 43 Agency/Group/Organization Type Non - profit agency Housing Services Housing Services - Fair Housing Services - Children Services - Homeless Services - Employment What section of the Plan was addressed by the Consultation? Goals & objectives Projects How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? till". Northwest Compass (Formerly CEDA Northwest) provides emergency services, housing, employment and empowerment programs to foster personal responsibility and to stabilize individuals and families in crisis. The agency has been invited to provide input into the Annual Action Plan through focus group meetings and through its application for CDBG funding. Northwest Compass has been a sub -recipient agency for the City of Des Plaines, and therefore, communication with this agency has been ongoing. 8 Agency/Group/Organization illik N WINGS Agency/Group/Organization Type 41(14111:) Non - profit agency Housing Services Housing Services - Fair Housing Services - Children Services - Homeless Services - Employment What section of the Plan was addressed by the Consultation? Goals & objectives Projects How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? The WINGS provides housing and a wide variety supportive services to victims of domestic violence and homelessness. The agency has been invited to provide input into the Annual Action Plan through Focus group meetings and its application for CDBG funding. Northwest Compass has been a sub - recipient agency for the City of Des Plaines, and therefore, communication with this agency has been on-going. PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 10 Page 13 of 43 9 Agency/Group/Organization CENTER OF CONCERN Agency/Group/Organization Type Non - profit agency Services Housing Services - Fair Housing Services - Seniors Services - Homeless Services - Employment What section of the Plan was addressed by the Consultation? Goals & objectives Projects How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? The Center of Concern is a non-profit social service agency providing services and housing solutions to seniors, the disabled and others in need, enabling them to live safely and independently. The Center of Concern has been supporting families and strengthening Community for nearly 40 years. 10 Agency/Group/Organization NORTH WEST HOUSING PARTNERSHIP (NWHP) Agency/Group/Organization Type Non - profit agency Home Rehabilitation Homes for Sale Affordable Housing What section of the Plan was addressed by the Consultation? Goals & objectives Projects How was the Agency/Group/Organization consulted and what are the anticipated outcomes of the consultation or areas for improved coordination? The North West Housing Partnership is dedicated to creating and implementing programs to promote economically diverse housing. Through a fiscally responsible and multi -faceted approach, North West Housing Partnership promotes public and private partnerships that create and preserve cost- effective quality housing for low to moderate income residents and workers through housing development and renovation, education and advocacy. The agency has been invited to provide input into the Annual Action Plan through e-mail communications, on site meetings and its application for CDBG funding. Northwest Compass has been a sub -recipient agency for the City of Des Plaines, and therefore, communication with this agency has been on-going. PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 11 Page 14 of 43 Identify and Agency Type not consulted and provide rationale for not consulting The City operates an open consultation process. The City maintains a mailing list of persons and agencies that express interest in participating in the Consolidated Plan/Annual Action Plan process. Notices of the availability of grant applications and the public hearing are posted on the City's web site. Some of the individuals and groups participated in the process and are identified above. Others chose not to participate in the consultation process by not responding to notices. No individuals or agencies were intentionally not consulted. Other local/regional/state/federal planning efforts considered when preparing the Plan Name of Plan Lead Organization How do the goals of your Strategic Plan overlap with the goals of each plan? Planning for Progress, Cook County's Consolidated Plan and Comprehensive Economic Development Strategy, 2015-19 Cook County and CMAP , As a municipality within Greater Cook County, the broad objectives and methods outlined support more localized objectives for the City of Des Plaines City of Des Plaines Comprehensive Plan‘411 March 5, 2007 Des Plaines This plan called for use of CDBG funds to support housing rehab, assist renters, and create housing counseling programs A Strategic Plan Forward to End Homelessness July 2014 2014-2017 Strategic Plan Alliance to End Homelessness in Suburban Cook County The Alliance is a primary resource on homelessness issues in the county, and their goals to lower the risk of homelessness underpin strategies of this Plan Apache Park Neighborhood Plan Des Plaines and CMAP This plan addresses the goal of reinvigorating one of Des Plaines lowest income areas with the highest concentration of ethnic minorities The Maturing of Illinois: Getting Communities on Track for an Aging Population, Des Plaines IL Age Options and Frisbie Senior Center This plan includes a number of suggestions on how to best accommodate Des Plaines' growing elderly population Table 3 — Other local / regional / federal planning efforts PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 12 Page 15 of 43 Describe cooperation and coordination with other public entities, including the State and any adjacent units of general local government, in the implementation of the Consolidated Plan (91.215(1)) The City of Des Plaines maintains regular contact with the other CDBG entitlement communities in the northwest suburbs of Chicago, and consulted with them to develop this Consolidated Plan. These communities include the Village of Arlington Heights, Village of Mount Prospect, Village of Palatine, Village of Schaumburg, and the Village of Hoffman Estates. These communities have similar needs and CDBG programming, and often even fund the same sub -recipients to provide services within their own separate jurisdictions. In spring, 2016 the communities provided a joint training session for sub -recipients. Finally, the City coordinated with Cook County, in particular by joining their HOME Consortium, securing additional funding for housing related issues in Des Plaines and/or neighboring Cook County municipalities in future years. <e°' PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 13 Exhibit A Page 16 of 43 PR -15 Citizen Participation 1. Summary of citizen participation process/Efforts made to broaden citizen participation Summarize citizen participation process and how it impacted goal -setting Des Plaines' CDBG Citizen Participation Plan outlines the procedures the City will follow to solicit public participation in CDBG planning. A full copy of the City of Des Plaines' Citizen Participation process is available upon request from the Village. This Plan is published in draft form and made available to the public via the City website (www.desplaines.org) and in hard copy at the City Clerk and City Library. The City of Des Plaines PY2016 CDBG Action Plan public comment period began on Friday, June 17, 2016 and will end Monday, July 18, 2016. Notification of this period was published in the Des Plaines Journal & Topics Newspaper and uploaded on the City's website on June 3, 2016. During this time, citizens are invited to submit written comments or recommendations to the City. A public hearing will be scheduled for the Monday July 18, 2016 City Council meeting to allow the public to present any questions or comments for the Action Plan. Comments on this draft will be assessed by City staff and incorporated into final document. Action Plan will be adopted at Council meeting on August 1, 2016. Citizen Participation Outreach Sort Order Mode of Outreach Target of Outreach ` II e Summary of response/attendance Summary of comments received Summary of comments not accepted and reasons URL (if applicable) 1 Public Hearing Not targeted/broad community A Public hearing will be held on the City Council, June 18, 2016 To be completed To be completed 2 Internet outreach Not targeted/broad community Notices concerning the availability of CDBG applications, the Public Hearing and the 30 -day Draft Annual Action Plan were posted on the City's website. To be completed To be completed desplaines.org/cdbg PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 14 Page 17 of 43 3 Newspaper Not The City published Ad targeted/broad community notice in the Journal and Topics newspaper concerning the availability of CDBG applications, the Public Hearing and the 30-day Draft Annual Action Plan were posted on the City's website. 4 Focus Group Meetings Applicants Focus Group/Two pre application meetings for Public 1°Ct Services were held on March 24 and April 22, 2016. PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 15 Exhibit A Page 18 of 43 Annual Action Plan AP -15 Expected Resources — 91.220(c) (1, 2) Introduction The resources tallied in the below table are up to date as of the submission of this Final Plan Document to the Des Plaines City Council on August 1, 2016. The City anticipates drawing down a high percentage of its prior year resources in the upcoming program year. Anticipated Resources Program Source of Funds Uses of Funds Expected Amount Available Year 2 Expected Amount Available Remainder of Consolidated Plan $ Narrative Description Annual Allocation: $ Program Income: $ Prior Year Resources: $ '44111- Total: $ CDBG Federal, HUD Housing, Public Infrastructure, Public Facilities, Public Services, Planning andme..._11. Admin $277,995.00 Approx $256,864.62 Approx $534,859.62 $1,300,141.00 Assuming annual allocation remains similar, 5 years x $275,000 + prior year resources =Expected Remainder Table 4 - Anticipated Resources Explain how federal funds will leverage those additional resources (private, state and local funds), including a description of how matching requirements will be satisfied The City does not anticipate receiving any Federal funds that have matching requirements. CDBG funds will be used to leverage many sources of other funds. Sub -recipient agencies receiving CDBG funding frequently site receiving City/CDBG support of their programs as beneficial to them when seeking other public and private funds. The grant money provided by HUD will allow agencies and the city to successfully meet the needs of the community's most vulnerable members. The CDBG entitlement program has no matching requirements. If appropriate, describe publically owned land or property located within the jurisdiction that may be used to address the needs identified in the plan PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 16 Exhibit A Page 19 of 43 Seminole Park, as discussed in the 2015-19 Consolidated Plan, is a publically owned park in a low income, minority concentration area that is in need of revitalized public facilities that would increase the quality of life in the area. The Seminole Park Renovation project was planned as backup project in PY2015. Because did not come to realization during last program year, it is now planned as a backup project again for PY2016. Finally, public streets/green alleys, located in low to moderate income areas, are also areas for infrastructure improvements for PY2016. Discussion The City of Des Plaines has been allocated $277,995 in CDBG funds for PY2016. In PY2015, Des Plaines had a large amount of funds (approximately $539,863.21) from which $263,606.03 remained from delayed projects from previous program years. Additionally, $100,265.82 was available from a Revolving Loan Fund. These carryover funds were allocated towards large public facility projects that were commenced in the 2015 program year, still leaving approximately $256,864.62 left over to be spent in PY 2016. Due to high interest and current applications for the home rehabilitation programs which resulted in a waiting list for the programs, City is planning to increase the number of home rehabilitation projects (five instead of four households). Also the City is increasing the amount of the individual grant for each household to $24,000 due to increasing construction costs. PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 17 Exhibit A Page 20 of 43 AP -20 Annual Goals and Objectives 2016 Goals Summary Information Table 5 — Goals Summary Public services max. $41,699.25 PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 18 Page 21 of 43 Goal Name Start Year End Year Category Geographic Area Needs Addressed Funding Goal Outcome Indicator 1 Improve Public Facilities 2016 2019 Non -housing Community Development Low Income Census Block Groups Public Facilities in Low Income Area $100,000 In 'backup projects' Public Facility or Infrastructure Activities other than Low/Moderate Income Housing Benefit 2 Improve Public Infrastructure 2016 2019 Non -housing Community Development Low Income Census Block Groups Public Infrastructure In Low Income Area $108,755.00 (additional $101,536.00 in 'backup projects') Public Infrastructure Activities other than Low/Moderate Income Housing Benefit 3 Preserve affordable, accessible, sustainable housing 2016 2017 Affordable Housing Municipality Ease high housing cost burden for low income households $171,462.50 Homeowner Housing Rehabilitated, Housing Code Enforcement/ The Foreclosed Property Care 4 Provide Public Services 2016 2017 Non -Homeless Special Needs Municipality Public Service Needs $19,000 Public service activities other than Low/Moderate Income Housing Benefit 5 Provide Services To Homeless 2016 2017 Homeless And at -risk of homelessness Municipality Homelessness $22,400 Homelessness Prevention, Overnight/Emer gency Shelter/Transitio nal Housing Beds added 6 Conduct Planning and Administration 2016 2017 Planning and Administration Municipality $55,599 Table 5 — Goals Summary Public services max. $41,699.25 PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 18 Page 21 of 43 Goal Descriptions 1. Improve Public Facilities — Des Plaines will use CDBG funds to improve park facilities, landscaping, and lighting in low and moderate income neighborhoods. City CDBG staff will partner with the Department of Public Works and the Des Plaines Park District, as well as other potential city agencies, to asses new future project viability in low and moderate income neighborhoods as we prepare future annual action plans. 2. Improve Public Infrastructure — Des Plaines will use CDBG funds to make sidewalk and lighting improvements in low and moderate income neighborhoods. City CDBG staff will partner with the Department of Public Works, as well as other potential city agencies, to asses new future project viability in low and moderate income neighborhoods as we prepare future annual action plans. These projects include streets, sewer, and alley infrastructure. 3. Preserve affordable, accessible, sustainable housing — Des Plaines will use CDBG funds to assist low income residents in reducing their housing cost burden by providing counseling, home repairs, and home modifications. In particular, City CDBG staff would like to devise new programs that provide affordable, accessible, sustainable housing for our growing elderly low income population. City CDBG staff will partner with the City's Department of Health and Family Services, the Department of Buildings, and our sub -recipient social service agencies to reassess the need for modified and new housing related programming in future years as we prepare our annual action plans. 4. Provide Public Services — Des Plaines will use 15% of its total CDBG funds to provide social services to low income residents and special needs populations. City CDBG staff will partner with the City's Department of Health and Family Services, the Police Department Social Worker, and our sub - recipient social service agencies to reassess the need for modified and new public services in future years as we prepare our annual action plans. 5. Provide Services to Homeless - Des Plaines will use CDBG funds to provide services to the homeless and services to those at risk of becoming homeless. City CDBG staff will partner with the City's Department of Health and Family Services, the Police Department Social Worker, and our sub - recipient social service agencies to reassess the need for modified and new homeless services in future years as we prepare our annual action plans. 6. Planning and Administration — Des Plaines will use 20% of its CDBG funds to conduct, administer and plan its programming. PY2O16 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 19 Exhibit A Page 22 of 43 AP -35 Projects — 91.220(d) Introduction The City has found that many of the following projects, introduced via previous Consolidated Plans, still serve an unmet need in our low and moderate income communities, and should be continued with the start of our CDBG 2016 Program Year on October 1, 2016. In addition, the City would like to continue to allocate CDBG funds toward public infrastructure and public parks improvements in low and moderate income areas. Finally, the new 2015-19 Consolidated Plan has identified areas of need that CDBG funds can be used to address. Last year the City introduced a new Minor Home Rehab Program and would like to continue with that new program while also increasing amount of individual grants for the Home Repair Program and Minor Home Repair Program. Projects # Project Name 1 Seminole Park Revitalization- Back up Project 2 Infrastructure Improvement Program- Reconstruction of Alleys 3 North West Housing Partnership Home Repair Program 4 North West Housing Partnership Minor Repair Program 5 City of Des Plaines Emergency Repair Program 6 Northwest Compass Housing Counseling Program 7 WINGS Domestic Violence Victim Transitional Housing & Safe House Program 8 Center of Concern Homelessness Prevention and Housing Counseling 9 Center of Concern Seniors Program 10 The Harbour Safe Harbour Homeless Youth Program 11 Planning and Administration Table 6 — Project Information Describe the reasons for allocation priorities and any obstacles to addressing underserved needs The above programs receive an allocation relative to its rudimentary cost and benefit to the community. For instance, public facilities and infrastructure have quite a high cost compared to other projects, due to the nature of the work being done. However, these projects benefit entire neighborhoods of households, not just households that directly participate in a program. Our housing related programming receives a relatively high allocation due to the preservation of affordable housing and reducing housing cost burdens being such a fundamental goal of CDBG activity, nationwide and within the Des Plaines Community. They City's public service programs unfortunately face an obstacle in that their funding allocation can only add up to 15% of the 2015 Annual CDBG Allocation ($277,995.00), which means Des Plaines CDBG public service programs can only receive $41,200.00 in 2016. PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 20 Exhibit A Page 23 of 43 AP -38 Project Summary 1 Project Name Infrastructure Improvement Program Target Area Low and Moderate Income Census Block Groups through Des Plaines Goals Supported Provide a Suitable Living Environment through Improved Public Infrastructure Needs Addressed Public Infrastructure in Low Income Area (see Des Plaines Consolidated Plan 2015-19 section SP -10) Funding $108,755-$101,536.00 The qualifying projects found within the Department of Public Works Capital Improvement Plan are anticipated to cost $108,755 however, the additional $101,536 of funding is available as a "back up project" to fulfill CDBG timeliness requirements, should other projects be delayed and not reach completion and invoice status by the August 1, 2017 timeliness test. Description The City of Des Plaines intends to complete a variety of activities as part of the Infrastructure Improvement Program (IIP). Potential infrastructure improvements include the construction or rehabilitation of sidewalks, lights, streets, curbs, water, and sewer lines. Additional infrastructure improvements include pedestrian safety infrastructure to improve neighborhood livability, particularly in the form of pedestrian actuated crosswalk lighting. All activities considered for the IIP must complete and meet the requirements of the environmental review process to analyze the impact it may have on the residents and natural environment within the low - mod areas of the City. Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity 2,890 households, including at least 41.26% low and moderate income households within the census block an improvement is placed, will benefit from new infrastructure. Infrastructure Improvement Program activities will be located in any of the 13 Low and Moderate Income Areas specified in the 2015-19 Consolidated Plan, based on consultation with the Department of Public Works Capital Improvement Plan. Planned Activities The City of Des Plaines Department of Public Works and Engineering will: Rehab, Replace, or Construct sidewalks, crosswalks, lights, streets, alleys, curbs, water and sewer lines. (3J, 3J, 3K, 3L) PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 21 Page 24 of 43 2 Project Name Des Plaines Park District: Seminole Park Revitalization (as back-up project) Target Area Census Block 806600, which is 45.9% low/moderate income households Goals Supported Provide a Suitable Living Environment through Improved Public Facilities Needs Addressed Public Facilities in a Low Income Area (see Des Plaines Consolidated Plan 2015-19 section SP -10) Funding $100,000 (backup project, may not be completed in PY 2016) Description Seminole Park has been identified by the Park District as an existing public facility in a low and moderate income area in need. Specifically, improvements will be made to the tennis and basketball courts. This project is a 'back up project' meant to ensure the expedient use of 2015 CDBG funds. Target Date August 1, 2017 Estimate the number/type of households that will benefit from the proposed activity At least 715 low and moderate income households within the aforementioned census blocks should benefit from the improved facilities completed by this project. 104•4071 Planned Activities (HUD Eligibility Activity Code) (3F) Parks, Recreational Facilities. This activity will be performed by the Des Plaines Park District. PY2O16 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 22 Page 25 of 43 3 Project Name Northwest Housing Partnership: Home Repair Program Target Area Low Income Households throughout Des Plaines Goals Supported Preserve Affordable, Accessible, Sustainable Housing Needs Addressed Ease high housing cost burden for low income households Funding $145,187.50 (including 15% is NWHP admin costs, the bulk are grants for low income households) Description The City provides single-family homeowner residences with 0% interest, deferred, forgivable loans to correct code violations and perform large scale home repairs. Low/moderate income homeowners are eligible for 100% of repair costs up to $24,000. Following completion of the rehabilitation work, a lien is placed on the property for the total cost of the work; if the homeowner does not transfer title to the home within 10 years of obtaining the loan, the lien lapses. If title is transferred within 10 years, the homeowner is required to repay the loan principal in one lump sum payment. No interest is charged. A lead inspection is carried out prior to the performance of any work, and is included in this budget as part of delivery cost. The U.S. Department of Housing and Urban Development requires all homes receiving federal funds for housing rehabilitation assistance to undergo a lead paint inspection and/or risk assessment. Properties that are determined to have significant lead-based paint hazards may also be required to undergo a clearance inspection following completion of the rehabilitation work. Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity Five low income homeowners will benefit from this activity. However, if the initial households do not require the maximum grant amount to complete this activity, more households can participate in this program. Planned Activities (HUD Eligibility Activity Code) Rehabilitation of privately owned, single -unit homes, Rehab -Administration. (14A, 14H) PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 23 Page 26 of 43 4 Project Name North West Housing Partnership: Minor Repair (and home accessibility modification) Program Target Area Low Income Households throughout Des Plaines Goals Supported Preserve Affordable, Accessible, Sustainable Housing Needs Addressed Ease high housing cost burden for low income households Funding $21,275 (including 15% of the funding allocation will be given to Northwest Housing Partnership to cover administration costs) Description The Minor Repair Program offers low income households up to $8,000 to address minor repair issues in the home that do not cause immediate public safety concerns and therefore would not qualify for the Emergency Repair Program. In addition, this program will be marketed towards the low income elderly population as well as low income disabled populations of Des Plaines in order to perform accessibility modifications in these households to support 'aging in place.' In some instances, a lead inspection will be performed prior to work being performed, and is included in this budget. Following completion of the rehabilitation work, a lien is placed on the property for the total cost of the work; if the homeowner does not transfer title to the home within 10 years of obtaining the loan, the lien lapses. If title is transferred within 10 years, the homeowner is required to repay the loan principal in one lump sum payment. No interest is charged. A lead inspection is carried out prior to the performance of any work, and is included in this budget as part of delivery cost. The U.S. Department of Housing and Urban Development requires all homes receiving federal funds for housing rehabilitation assistance to undergo a lead paint inspection and/or risk assessment. Properties that are determined to have significant lead-based paint hazards may also be required to undergo a clearance inspection following completion of the rehabilitation work. Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity Des Plaines plans to serve at least 2 low income households with the proposed activity. These households may consist of elderly and disabled persons, but CDBG income eligibility verification procedures will be required. Also, if the initial households do not require the maximum $8,000 grant to complete this activity, more households can participate in this program. Planned Activities (HUD Eligibility Activity Code) Rehabilitation of privately owned, single-family homes, Rehab - Administration. An emphasis will be placed on accessibility modifications, such as ramps and grab bars (14A, 14H) A lead inspection will occur in conjunction with this activity. PY2O16 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 24 Page 27 of 43 5 Project Name City of Des Plaines: Emergency Repair Program Target Area Low Income Households throughout Des Plaines Goals Supported Preserve Affordable, Accessible, Sustainable Housing Needs Addressed Ease high housing cost burden for low income households Funding CDBG: $5,000 Description The Emergency Repair Program will provide grants of up to $2,500 to eligible low-mod income City of Des Plaines homeowners for emergency repairs. This must be an emergency situation requiring immediate work (therefore circumventing the HUD requirement that 3 contractor bids be proposed, as in most CDBG housing rehab projects). The assistance will be provided in the form of a grant with no repayment required. Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity APft Two low income households will benefit from the proposed activity. However, if the initial households do not require the maximum $2,500 grant to complete this activity, more households can participate in this program. Planned Activities (HUD Eligibility Activity Code) Emergency home repairs. An emergency is defined as "actions immediately necessary to safeguard against imminent danger to human life, health or safety, or to protect property from further structural damage (such as when a property has been damaged by a natural disaster, fire, or structural collapse)" (14A) This program is administered by the City of Des Plaines. PY2O16 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 25 Page 28 of 43 6 Project Name Northwest Compass, Inc.: Housing Counseling Program Target Area Low Income Households throughout Des Plaines Goals Supported Preserve Affordable, Accessible, Sustainable Housing Needs Addressed Ease high housing cost burden for low income households Funding CDBG: $14,200.00 Description The Fair Housing Counseling Program offers low-income residents free comprehensive counseling on housing related issues. The program's long- term objectives are to eliminate housing discrimination, prevent homelessness, and ensure equal access to standard, affordable housing for all residents, regardless of race, creed, religion, national origin, age, disability, or income level. Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity toor i 20 Low Income Des Plaines residents will benefit from this activity Aor Planned Activities (HUD Eligibility Activity Code) One-on-one counseling and advice for tenant and landlord mediation, and fair housing information, quarterly First Time Home Buyers Seminars, and ongoing reverse mortgage, budget and financial counseling. The housing staff typically conducts 30, 60 and 90 day follow up reviews to ensure households continue to be stabilized. (5J) PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 26 Page 29 of 43 7 Project Name Women in Need Growing Stronger (WINGS): Transitional Housing and Safe House Program Target Area Low Income Households throughout Des Plaines Goals Supported Provide Public Service Needs Addressed Public Service Needs, Prevent Homelessness Funding CDBG: $6,000.00 Description The goal of the Transitional Housing and Safe House Program is to reduce homelessness by assisting women and their children to become self-sufficient and return to permanent housing. To facilitate this process, the family is provided with a temporary (24 -month maximum) rent and child-care subsidy and participates in a comprehensive counseling program. To participate, the family must currently be homeless or at immediate risk of homelessness, and must agree to adhere to the goals and requirements of the program. Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity tiiiiiii._ II,° 8 Des Plaines women or women and children at risk of homelessness will benefit from this activity. AV Planned Activities (HUD Eligibility Activity Code) Battered and Abused Spouses Programs including locating suitable apartments, screening prospective program participants, subsidized rental assistance and security deposits directly to the landlord, and providing comprehensive services to the tenant. These services are intended to ensure that the tenant obtains the necessary knowledge and skills to transition to permanent housing (5G) PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 27 Page 30 of 43 8 Project Name Center of Concern: Homeless Prevention, Housing Counseling, Resources and Home Sharing Target Area Homeless or those at risk of homelessness throughout Des Plaines Goals Supported Provide Services to Homeless Needs Addressed Homelessness, Prevent Homelessness Funding CDBG: $8,000.00 Description To assist homeless individuals or those at risk of homelessness to access affordable housing, while utilizing existing housing resources, with an emphasis placed on assisting seniors. Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity 50 Des Plaines residents at risk of homelessness will benefit from this activity ��` Planned Activities (HUD Eligibility Activity Code) Home sharing is designed to reduce housing costs for both low and moderate - income renters and homeowners. Prospective tenants are screened and matched with elderly, disabled, or low and moderate -income homeowners willing to share their residence in return for rent and/or assistance. The rent requested by the home -seeker is generally significantly below market rents. Home -sharing matches are normally planned to last for at least one year. (3T) PY2O16 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 28 Page 31 of 43 9 Project Name Center of Concern: Senior Housing and Supporting Services Target Area Homeless or those at risk of homelessness throughout Des Plaines Goals Supported Provide Services to Seniors Needs Addressed Homelessness, Prevent Homelessness Housing Options Funding CDBG: $10,000.00 Description Housing Options and Counseling, Home Sharing, Homelessness Prevention and Housing Supportive Services (Friendly visits, telephone reassurance and geriatric counseling) Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity 70 Des Plaines low/moderate income senior residents at risk of homelessness will benefit from this activity Air J Planned Activities (HUD Eligibility Activity Code) More than crisis intervention, the Center of Concern helps seniors retain/maintain and increase their financial and daily independence by providing housing options and services to provide housing stability and to prevent homelessness. Case Managers help seniors to reduce living expenses, maintain a basic standard of living and enable them to continue living in their local community. The program serves senior residents over the age of 62 living within the City of Des Plaines and of which 51% are low/moderate income. (3T) PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 29 Page 32 of 43 10 Project Name The Harbour, Inc: Safe Harbour Homeless Youth Program Target Area Homeless youth or youth at risk of homelessness throughout Des Plaines Goals Supported Provide Services to Homeless Needs Addressed Prevent Homelessness Funding CDBG: $3,000.00 Description To provide safe and transitional housing for girls and young women ages 12- 21. The goal of the program is to provide comprehensive services to homeless youth in the form of short-term housing, transitional living and supportive services. Staff works with the girls and their families to stabilize their circumstances and ensure that they receive the necessary assistance. Services are aimed at placement in a safe and stable living situation and eventually reuniting the participants with their family. Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity 3 Des Plaines youth at risk of homelessness will benefit from this activity. Planned Activities (HUD Eligibility Activity Code) The Safe Harbour Emergency Shelter located within the City of Des Plaines provides support to run -away, locked -out and homeless girls and young women. Transitional housing services include: crisis intervention, educational support, progress reports, employment skills development and placement for long-term housing. (5D, 5N) PY2O16 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 30 Page 33 of 43 11 Project Name Planning and Administration Target Area City of Des Plaines Goals Supported Conduct Planning and Administration Needs Addressed Funding CDBG: $55,304 Description 20% of the CDBG annual allocation is used by the City to fund the administration of the whole program. Target Date September 30, 2017 Estimate the number/type of households that will benefit from the proposed activity All households that benefit from CDBG activities are supported by Administration. ,joi'lloop4,,,,4 Planned Activities (HUD Eligibility Activity Code) Overall program administration, including (but not limited to) salaries, wages, and related costs of grantee staff or others engaged in program management, monitoring, and evaluation. (21A) PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) Exhibit A 31 Page 34 of 43 AP -50 Geographic Distribution — 91.220(f) Description of the geographic areas of the entitlement (including areas of low-income and minority concentration) where assistance will be directed The City of Des Plaines uses CDBG dollars to fund Public Facility and Public Infrastructure improvements, which are distributed on a geographic basis. Specifically, the Seminole Park Revitalization, and the Infrastructure Improvement Program are projects that benefit a more immediate geographical area, as opposed to the public service and homeless programs the Des Plaines CDBG program runs which operate on a case by case basis. The aforementioned geographical areas can be seen on the following map, with the Seminole Park Revitalization taking place within the blue highlighted census block group. The Infrastructure Improvement Program projects will take place within any potential low and moderate income area (census block groups filled in red), based on discussions of need between the City CDBG staff and the Department of Public Works and Engineering. Geographic Distribution JA, Target Area Percentage of Funds 2015 CDBG Balance: ) (of Total Census Block Group 806600 (Seminole Park Revitalization) $100,000/$535,125 Low and Moderate Income Areas(Infrastructure Improvement Program) $108,755 ($101,536) / $535,125 Table 7 - Geographic Distribution PY2O16 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 32 Exhibit A Page 35 of 43 DDEPLAINES 2010 LOW TO MODERATE INCOME i i-C)C:K CROUPS w 1. _ Lawn F ii al >< ii I Legend cal), lieundary Roads ® census BlocsGroups 141.24% or groat -11W - Basae on 2006. 2410AC5 0. Yuz l.ap. u1 m.1ae amwanownn is ia.10 msam.mei ,n re eRYs rcan. x.I. 44m nm. Wm. bOC6 prom a] m0 e1. Glepa Frau 10 r.p.arwt r. wS.6 m mac* I'' } 141,6116 Sign r-= 1-84511: st. 3543 Source: X110 Cenun & 2065-2010AC5 - 80653 6 Seminole Park LowlMod Income Area 120,000 1 mch 2211 Red 025 as • 1 1 1 LJ Jul. )L 2- d„55:R PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 33 Exhibit A Page 36 of 43 Rationale for the priorities for allocating investments geographically All Des Plaines Public Facility and Public Infrastructure CDBG projects take place within a census block that contains at least 41.26% low and moderate income households. These census blocks are referred to as 'Low and Moderate Income Areas.' Therefore, the physical improvement will benefit a large number of low and moderate income individuals that live nearby. The Seminole Park Revitalization takes place within a census block group (806600) that contains 45.9% low income households, and 20.6% Hispanic households. While this does not meet the definition of a "concentration," 20.6% is higher than the percentage of Hispanic households found throughout the entire City of Des Plaines, 17.7%. The Infrastructure Improvement Program will locate projects in low and moderate income areas. The City aims to have specific improvement projects planned by consulting with the Department of Public Works and Engineering. However, if the end of the program year nears and funds are still available, additional projects can be located within any of the Low and Moderate Income Areas in Des Plaines to provide a benefit to nearby low and moderate income households. This will serve as a "back-up project" that ensures if Des Plaines finds itself with an excess of prior year CDBG funds, the Annual Action Plan contains flexible means of dispersing funds to avoid timeliness issues with HUD (as described in the 'Ensuring CDBG Sub -recipient Timeliness 'guidebook, https://portal.hud.gov/hudportal/documents/huddoc?id=D0C12898.pdf) <eY' PY2O16 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 34 Exhibit A Page 37 of 43 AP -75 Barriers to affordable housing — 91.220(j) Introduction: Compared to neighboring communities, and much of the metropolitan region, Des Plaines boasts a reasonable supply of relatively affordable housing. However, there are realities and policies in place in Des Plaines that may potentially be an impediment to affordable housing: Cost of Land — Des Plaines is a built out community, and as there is little in the way of vacant land to develop, housing costs are driven up by higher land costs. Zoning and Code Requirements — Des Plaines requires minimum lot widths and setbacks that decrease the amount of single family housing units that can be built with a certain amount of space, therefore causing them to be less affordable. In addition, the first floor of any single family unit is required to be of masonry construction, a more expensive material than alternatives. Overall, the zoning code in Des Plaines has encouraged an urban fabric that consists mainly of single family homes on large lots, which promotes higher priced housing due to less units available. Despite this barriers, however, the zoning and code requirements of Des Plaines are less strict than its neighbors. Institutional — Des Plaines lacks City staff dedicated solely to the provision of affordable and publically subsidized housing, instead relying on the Housing Authority of Cook County to oversee federally assisted housing in the City by managing the Henrich Homes and overseeing Housing Choice voucher recipients. Finally, proposals to incorporate affordable housing units into new multifamily residential developments run the risk of being met by opposition by local residents who may associate affordable units with an undesirable element. Actions planned to remove or ameliorate the negative effects of public policies that serve as barriers to affordable housing such as land use controls, tax policies affecting land, zoning ordinances, building codes, fees and charges, growth limitations, and policies affecting the return on residential investment The City of Des Plaines joined the regional HOME Consortium last year, partnering with Cook County and opening up an additional federal revenue stream for affordable housing. This increases Cook County's HOME allocation by figuring Des Plaines' population into the formula, and give the County the opportunity to invest HOME funds in Des Plaines to increase affordable housing stock. In addition, this will lead to increased interaction between Des Plaines and County staff, exposing Des Plaines staff to the County's increased capacity and expertise on affordable housing matters. Also, the City of Des Plaines regularly reviews its land use controls, tax policies affecting land, zoning ordinance, building codes, fees and charges, growth limitation, and policies affecting residential return on investment. Many of the non-profit agencies in the City also work to remove barriers to affordable housing by providing financial assistance, housing counseling, and information on other housing related issues. PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 35 Exhibit A Page 38 of 43 Discussion: The City staff will continue to monitor and evaluate barriers to affordable housing in Des Plaines. PY2O16 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 36 Exhibit A Page 39 of 43 AP -85 Other Actions — 91.220(k) Introduction: The following are actions will be undertaken by the City of Des Plaines to address obstacles to meeting underserved needs, foster and maintain affordable housing, reduce lead based hazards, reduce the number of poverty -level families, develop institutional structure, and enhance coordination between public and privat3e housing and social service agencies. Actions planned to address obstacles to meeting underserved needs The primary obstacle to addressing underserved needs is insufficient funding. The City seeks funding from other sources and will support service providers in seeking funding from other sources - Actions planned to foster and maintain affordable housing During the program year, the City will take the following actions to foster and maintain affordable housing, to remove barriers to affordable housing, and to encourage public housing improvements and resident initiatives: o Home Rehabilitation Program o Minor Repair Program o Emergency Home Repair Program o Housing Counseling Program Arollk o Housing Counseling and Home Sharing Program Community and Economic Development staff will continue to research and investigate alternative sources of funding to replace dwindling State and Federal funds for housing assistance and another affordable housing programs. The City will continue to promote and enforce the goals and policies from the Comprehensive Plan relating to preserving the existing housing stock, encouraging a wide variety of housing types within the City, utilizing good housing redevelopment concepts, maintaining a good housing balance, preventing housing deterioration, and providing housing for the young, single and elderly. Code enforcement staff will continue to uncover unsafe and unsanitary conditions. The House Repair Program, Minor Repair Program and Emergency Home Repair Program will be available to income -eligible households to improve their properties. The Community and Development Department and Health and Human Services staff will work throughout the community to improve housing and living environments. Actions planned to reduce lead-based paint hazards The City is aware of the health risks, especially to children, that exist in its older homes due to the presence of lead-based paint. The City and North West Housing Partnership (who is the sub -recipient for the Home PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 37 Exhibit A Page 40 of 43 Repair Program and Minor Repair Program), comply with HUD's lead-based paint regulations with respect to housing programs. The required notifications, lead -hazard testing, and lead hazard treatment protocols are followed. Actions planned to reduce the number of poverty -level families The City will continue to coordinate efforts and assist households with income below the property line with other agencies providing services to this population. The City will provide CDBG funding for programs that assist poverty -level families. The public services performed by the City of Des Plaines CDBG program will reduce the number of poverty - level families by providing counseling, financial support, and referral services to families in need. Actions planned to develop institutional structure A key benefit of joining the Cook County HOME Consortium is strengthening institutional cooperation between the County and the City of Des Plaines. Actions planned to enhance coordination between public and private housing and social service agencies The City of Des Plaines CDBG staff learned a great deal from the focus group meeting that involved City Departments and sub -recipient social service agencies. The meeting was such a valuable tool in preparing the 2015-2019 Consolidated Plan that the city decided to hold similar meetings on at least an annual basis. This year, City held two focus group meetings, at which attended potential sub -recipients. One meeting was in the March and one in April this year. Discussions and conclusions at mentioned meetings were used as base planning funding of programs for PY2016. In addition, these partner Departments and agencies are available for one on one consultation as needed to help strengthen the actions the City takes to alleviate low and moderate income household challenges. During the 2016 Program Year, The City will enhance coordination between public and private housing and social service agencies through the citizen participation plan that encourages all interested parties to share in the planning Action Plan process. The City will continue to work with non-profit service providers, other private institutions, public housing and assisted housing providers and community organizations to discuss community needs and opportunities. Discussion The City recognizes that enhancing the institutional structure provides efficiencies in service that are benefit to its residents. The various departments of the City will seek to maximize coordination with public and private housing and service providers to meet the needs in the community. The City of Des Plaines has the primary responsibility for monitoring activities under the City's Annual Action Plan. The Community Development staff will maintain records on the progress toward meeting the goals of the Annual Action plan and compliance with statutory and regulatory requirements. Annual accomplishments will be compared to annual goals and will be reported in the FPY 2016 —end PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 38 Exhibit A Page 41 of 43 Comprehensive Annual Performance and Evaluation Report. On February 18, 2016, the network of northwest suburban entitlement grantees (i.e. Arlington Heights, Des Plaines, Mount Prospect, Palatine, Schaumburg, and Skokie) organized and presented a sub -recipient training workshop for their collective sub -recipients. These communities also developed a common CDBG grant application and monitoring form for the public services. They also met together with HUD on March 17, 2016 to receive training and strengthen their CDBG program. These tools will be put to use when monitoring sub -recipients in the future. PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 39 Exhibit A Page 42 of 43 AP -90 Program Specific Requirements — 91.220(1)(1,2,4) Introduction: CDBG staff is responsible for ensuring compliance with all program specific requirements, as well as for program monitoring and reporting. In addition, staff ensures that federal cross -cutting requirements, including the OMNI Circular, Davis -Bacon and Related Acts, Uniform Relocation Act, and Section 3, are met. Community Development Block Grant Program (CDBG) - Reference 24 CFR 91.220(1) (1) Projects planned with all CDBG funds expected to be available during the year are identified in the Projects Table. The following identifies program income that is available for use that is included in projects to be carried out. 1. The total amount of program income that will have been received before the start of the next program year and that has not yet been reprogrammed $0.00 2. The amount of proceedings from section 108 loan guarantees that will be used during the year to address the priority needs and specific objectives identified in the grantee's strategic plan $0.00 3. The amount of surplus funds from urban renewal settlements $0.00 4. The amount of any grant funds returned to the line of credit for which the planned use has not been included in a prior statement or plan $0.00 5. The amount of income from float -funded activities. $0.00 Total Program Income: $0.00 Other CDBG Requirements 1. The amount of urgent need activities 2. The estimated percentage of CDBG funds that will be used for activities that benefits persons of low and moderate income. Overall Benefit — A consecutive period of one, two or three years may be used to determine that a minimum overall benefit of 70% of CDBG funds is used to benefit persons of low and moderate income. Specify the years covered that include this Annual Action Plan. 100% Discussion: PY2016 Annual Action Plan OMB Control No: 2506-0117 (exp. 07/31/2015) 40 Exhibit A Page 43 of 43 ODEsPI.A[NES ILLINOIS Date: June 21, 2016 To: Mike Bartholomew, MCP, LEED-AP, City Manager From: PUBLIC WORKS AND ENGINEERING DEPARTMENT 1111 Joseph J. Schwab Road Des Plaines, IL 60016 P: 847.391.5464 desplaines.org Tom Bueser, Superintendent of General Services `- Timothy Watkins, Assistant Director of Public Works and Engineering TV Cc: Timothy P. Oakley, P.E., CFM, Director of Public Works and Engineering Subject: 2016 Capital Improvement Program (CIP) Street & Utility Improvements, Contract B — Change Order #1 Issue: The approved 2016 budget includes $75,000 funding for contractual pavement milling for Public Works resurfacing operations. Analysis: The 2016 CIP Street and Utility Improvements Contract B, which was approved at the May 2, 2016 City Council meeting, includes unit pricing for pavement milling and bituminous material (prime coat). The Public Works and Engineering Department is currently working on the 2016 spot grinding and patching list. Once this list is completed, crews will be moving on to the larger resurfacing projects which will require the use of contractual services to complete large scale milling of the roadways in preparation for the surface course of asphalt to be applied. The 2016 CIP Contract B was awarded to Orange Crush, L.L.C. with the following unit costs: Pay Item Unit Unit Cost Pavement Milling Square Yard $3.00 Bituminous Material (Prime Coat) Gallon $1.75 Recommendation: We recommend approval of the 2016 Capital Improvement Program Street and Utility Improvements, Contract B — Change Order #1 with Orange Crush, L.L.C., 321 South Center Street, Hillside, IL 60162 in the amount not to exceed $75,000. Source of funding will be from the budgeted Street Maintenance, Miscellaneous Contractual Services fund (100-50-530-000-0000.6195) account. Attachments: Resolution R-109-16 Exhibit A — Change Order #1 Page 1 of 6 CITY OF DES PLAINES RESOLUTION R - 109 - 16 A RESOLUTION APPROVING CHANGE ORDER NO. 1 TO A CONSTRUCTION CONTRACT WITH ORANGE CRUSH, L.L.C., FOR THE 2016 CAPITAL IMPROVEMENT PROJECT STREET AND UTILITY IMPROVEMENTS CONTRACT B. WHEREAS, Article VII, Section 10 of the 1970 Illinois Constitution authorizes the City to contract with individuals, associations, and corporations in any manner not prohibited by law or ordinance; and WHEREAS, on April 21, 2016, the City Council approved and authorized Resolution R- 79-16, which approved and authorized the execution of a contract ("Contract") between the City and Orange Crush, L.LC. ("Contractor"), for the performance of street and utility improvements as part of the 2016 Capital Improvement Program ("Work") in an amount not to exceed $1,872,729.50; and WHEREAS, after commencing the Work, the Contractor discovered certain additional work that must be performed to complete the Work, including the large scale pavement milling of roadways in preparation for roadway surfacing ("Additional Services"); and WHEREAS, Contractor submitted Change Order No. 1 under the Contract for the completion of the Additional Work in the not -to -exceed amount of $75,000 ("Change Order No. 1 "); and WHEREAS, the City desires Contractor to perform and has sufficient funds appropriated in the Street Maintenance, Miscellaneous Contractual Services fund to procure the Additional Work by Contractor pursuant to Change Order No. 1 in the not -to -exceed amount of $75,000; and WHEREAS, the City Council has determined that authorizing Contractor to perform the Additional Services under the Contract pursuant to Change Order No. 1 is (i) necessary due to circumstances that were not foreseeable at the time the City entered into the Contract, (ii) germane to the Contract in its original form as executed, and (iii) in the best interest of the City and authorized by law; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1: RECITALS. The foregoing recitals are incorporated into, and made a part of, this Resolution as findings of the City Council. SECTION 2: APPROVAL OF CHANGE ORDER NO. 1. The City Council hereby approves Change Order No. 1 in substantially the form attached to this Resolution as Exhibit A, 1 Page 2 of 6 and in a final form to be approved by the General Counsel, for the completion of the Additional Work by Contractor under the Contract in the not -to -exceed amount of $75,000. SECTION 3: AUTHORIZATION TO EXECUTE CHANGE ORDER NO. 1. The City Council hereby authorizes and directs the City Manager and the City Clerk to execute and seal, on behalf of the City, Change Order No. 1. SECTION 4: EFFECTIVE DATE. This Resolution shall be in full force and effect from and after its passage and approval according to law. PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT MAYOR ATTEST: Approved as to form: CITY CLERK Peter M. Friedman, General Counsel DP -Resolution Approving Change Order #1 from CBBEL for Task Order No. 8 TIF #1 Downtown Streetscape Improvements #39354248_v1 2 Page 3 of 6 CITY OF DES PLAINES CHANGE ORDER SHEET 1 OF 3 PROJECT NAME: 2016 CIP Contract B CHANGE ORDER NO. 1 LOCATION: 1420 Miner Street, Des Plaines CONTRACT NO. CONTRACTOR: Orange Crush, L.L.C. DATE: 6/21/16 I. A. DESCRIPTION OF CHANGES INVOLVED: Additional pavement milling and bituminous material (prime coat) per unit pricing; not to exceed $75,000. B. REASON FOR CHANGE: Large scale resurfacing projects will require the use of contractual services to complete milling of the roadways in preparation for the surface course of asphalt to be applied. C. REVISION IN CONTRACT PRICE: Revision in price is not to exceed $75,000 Exhibit A Page 4 of 6 SHEET 2 OF 3 CHANGE ORDER NO. 1 II. CHANGE ORDER CONDITIONS: 1. The Completion Date established in the Contract, as signed or as modified by previous Change Orders, is hereby extended by 0 days, making the delivery date: October 28, 2016. 2. The Vendor shall, provide, perform, and complete, in the manner specified and described in this Contract, all necessary work, labor, services, transportation, equipment, materials, supplies, information, data, and other means and items necessary to in a proper and workmanlike manner; 3. Unless otherwise provided herein, all Work included in this Change Order shall be guaranteed and warranted as set forth in, and Contractor shall not be relieved from strict compliance with, the guaranty and warranty provisions of the Contract. III. ADJUSTMENTS IN CONTRACT PRICE: 1. Original Contract Price $4,872,729.50 2. Net (addition) (reduction) due to all previous Change Orders Nos. to $0.00 3. Contract Price, not including this Change Order $4,872,729.50 4. (Addition) to Contract Price due to this Change Order $75,000.00 5. Contract Price including this Change Order $4,947,729.50 Exhibit A Page 5 of 6 IV. FINDINGS: Pursuant to the requirements of Section 33E-9 of the Illinois Criminal Code of 1961, the undersigned do hereby find that the Change Order: [check all that are appropriate] X is germane to the Contract in its original form as signed; and/or X is in the best interest of the Owner and authorized by law. RECOMMENDED FOR ACCEPTANCE: PROJECT MANAGER: Jon Duddles By: ACCEPTED: Signature of Authorized Date Representative CONTRACTOR: Orange Crush, L.L.C. CITY OF DES PLAINES: By: By: Signature of Authorized Date Representative Signature of Authorized Date Representative Exhibit A Page 6 of 6 DEs PLAINEs OFFICE OF THE MAYOR 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5301 desplaines.org MEMORANDUM Date: To: From: Cc: Subject: June 13, 2016 Honorable Alderman Matthew J. Bogusz, Local Liquor Commissioner Vickie Baumann, Secretary/Licensing Division Liquor License Request for a New License Increase Attached please find a Liquor License request for the following applicant: Primos Restaurant I Inc dba El Fast Burrito 1165 Lee Street Class E — Restaurant Dining Room Seats Over 50 (consumption on premises) Increase from 10 to 11 The complete application packet is on file in the Community and Economic Development Department. The required posting will be completed prior to the second reading on July 18, 2016 and all necessary fees have been secured. This request will come before you on the Consent Agenda of the City Council meeting of Tuesday July 5, 2016. Matthew J. Bogusz Mayor Local Liquor Commissioner Attachments: Ordinance Application Packet Page 1 of 10 CITY OF DES PLAINES ORDINANCE M - 19 - 16 AN ORDINANCE AMENDING THE CITY CODE TO ADD ONE CLASS E LIQUOR LICENSE. WHEREAS, Primos Restaurant I Inc., d/b/a El Fast Burrito ("Applicant"), submitted an application to the Department of Community and Economic Development for a Class E liquor license for the premises located at 1165 Lee Street, Des Plaines, Illinois ("Premises"), pursuant to Chapter 4 of Title 4 of the Des Plaines City Code ("City Code"); and WHEREAS, the City desires to issue one Class E liquor license to the Applicant for the Premises; and WHEREAS, the City Council has determined that it is in the best interest of the City to grant the Applicant a Class E liquor license for the Premises; NOW, THEREFORE, BE IT ORDAINED, by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1: RECITALS. The foregoing recitals are incorporated into, and made a part of, this Ordinance as the findings of the City Council. SECTION 2: APPROVAL OF LIQUOR LICENSE. The City Council hereby grants the Applicant a Class E Liquor License for the Premises. SECTION 3: FEE SCHEDULE. Section 1, titled "Fee Schedule," of Chapter 18, titled "Schedule of Fees," of Title 4, titled "Business Regulations," of the City Code is hereby amended further to read as follows: "4-18-1: FEE SCHEDULE: Section Fee Description Number Term Fee New 4-4-5A License Fees and Number inkmM Initial Annual Fee Fee Class E 1314 Annual $3,630.00 $1,815.00 [The remainder of the Fee Schedule is unchanged.]" [Deleted text is struck through; inserted text is bold and double underlined.] 1 Attachment 1 Page 2 of 10 SECTION 4: SEVERABILITY. If any paragraph, section, clause or provision of this Ordinance is held invalid, the remainder shall continue in full force and effect without affecting the validity of the remaining portions of the Ordinance. SECTION 5: EFFECTIVE DATE. This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form according to law. PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT ATTEST: CITY CLERK MAYOR Published in pamphlet form this Approved as to form: day of , 2016. CITY CLERK Peter M. Friedman, General Counsel DP -Ordinance Add One Class F Liquor License for Primos Restaurant I Inc. 1165 Lee Street #37690367_v2 [Deleted text is struck through; inserted text is bold and double underlined.] 2 Attachment 1 Page 3 of 10 Form for Corporations CITY OF DES PLAINES APPLICATION FOR LICENSE UNDER DES PLAINES LIQUOR CONTROL ORDINANCE TO: Liquor Control Commissioner. The undersigned hereby makes application for the issuance of a license to engage in the business of selling alcoholic liquors, as indicated hereafter. 1. Applicant's corporate man, Doing business as: E Vb. .k laUf 3-2003 2. Loc, • • of lace of business_for w (A) IMP -� _ (Beset eddtes� h scree aaa '�`) I �f�,1 , Stn 3 (B) Hours of operation:1CY1 ` ►1C1�y g it b�AF'\ l0•COTt"i Cl iota kirC"'"� Phone: 2.- 114M IO=OO 3. Date of incorporation 15I 4'- ; Under laws of State of S W -PH (Attach a copy of the most recent State of Illinois Domestic Corporation Annual Report.) Name Address: Phone Number 4. Classification of Licenses being applied for: Class A Class A -I Class A-2 Class AB Class AB -1 Class AB -2 Class B Class B-1 Class C )41 Class E Class F Class 0 Class H-1 Class H-2 Class I Class 1 Class K Class L Class M Class N Class 0 (Tavern Liquors Dealers License -- seat 250 people or less) (Tavern License — seat 251 to 500 people) (hvern License — seat more than 500 people) (Tavern and Bulk Sale on and off premises — seat 250 people or less) Cavern and Bulk Sale — seat 250 to 500 people) (Tavern and Bulk Sale — seat over 500 people) (Bulk Sales Dealers License —14o consumption on premises) (Bulk Sales, Liquor not primary product) (Club Liquor License) (Restaurant and Dining Room License — seat over 50 people) (Restaurant, Beer Only) (Banquet Hall) (Restaurant, Beer and Ware Only) (Bulk Sale, Beer and Wine Only) (Religious Society License) (Special 4 am Liquor License — Class A License Required) (Government Facility License) (Wine Only—On and Off Premises — wine bar with bottle sales) (Gas Station with Mini Mart) (Casino Liquor License) (Casino Special Occasion License) 5. State names of directors and officers, and indicate the percentage of stock owned in applicant corporation, if any. (Note: If more than three directors, attach separate sheet with required information for additional directors.) (A) President r % L�kjekdtok {-conr\a. Percentage of stock owned too Have yon ever plead guilty, been found uil , received supervision, plead nolo contendere (no contest) to any felony under any Federal, State, County or Municipal law ordinance?__[�_ If Yes, attach additional sheet identifying charge, date of finding, Court name and Branch and case docket number. Attachment 2 Page 4 of 10 Attach a copy of the current Alcohol Awareness Certification. Do you participate in the operation of the business? If "Yes", state in detail the nature of your participation. ( U (Attach ConfidentialInformationInformation Forms) (B) Vice President t `t / P C- z. i� J ; F s C ( CGS Percentage of stock owned 9'0 Have you ever plead guilty, been found guilty, received supervision, plead nolo contendere (nocontest) to any felony under any Federal, State, County or Municipal law ordinance? If Yes, attach additional sheet identifying charge. date of finding, Court name and Branch and case docket number. Attach a copy of the current Alcohol Awareness Certification. Will you participate in the operation of the business? If "Yes", state in detail the nature of your participation. (Attach Confidential Information Forms) (C) Secretary k / P Percentage of stock owned go Have you ever plead guilty, been fongrickz. received supervision, plead nolo contendere (no contest) to any felony under any Federal, State, County or Municipal Iaw ordinance? If Yes, attach additional sheet identifying charge, date of finding, Court name and Branch and case docket number. Attach a copy of the current Alcohol Awareness certific tion. Will yob participate in the operation of the business? e5 _ If "Yes", state in detail the nature of your participation. l VX re'��.�� t- CR5k-4 �� F (Attach Confidential Information Fortes) CS) 0 4.,t ( L C 6. List below persons or corporations owning 5% or more of the stock of the applicant, other than those named in answer to question 5. State the percentage of stock so owned. (Attach Confidential Information Forms) 7. Does applicant own premises for which license is sought? 1 A 13 If not, when does applicant's lease expire? Percentage of stock owned 96 Percentage of stock owned Percentage of stock owned 96 S. Is the location of the applicant's business for which Iicense is sought within one hundred (100) feet of any church, school, hospital, home for aged or indigent persons or for veterans, their wives or children, or any naval or military station, as defined by ordinance of this City? Ni Q 9. Is any law enforcing official, Mayor, Alderman, Member of a City Coission or Board, or any President or member of a County Board directly or indirectly interested in the business for which license is sought? If answer is "Yes". give particulars 10. Is or will the business be conducted by a Manager or Agent? Ii0 If answer is "Yes", complete attached Manager's supplemental sheet for each manager. Attachment 2 Page 5 of 10 11. Has any officer or director of applicant corporation, or any stockholders, owning in this aggregate more than five percent (5%) of the stock of such corporations, ever plead it ived supervision, plead nolo contendere (no contest) to any felony under any Federal, State, County or Municipal law or ordinance? If Yes, attach additional sheet identifying charge, date of finding, Court name and Branch and case docket number. 12. Has any officer or director of said corporation, or any stockholders owning in the aggregate more than five percent (5%) of the stoclre,oft corporation, ever plead guilty to or been found guilty of a violation of any Federal, State, County or Municipal, liquor laws or ordinance, If so, give name of person so convicted, court, date of offense and the offense. 13. Has any officer or director of said corporation, or any stockholders owning in the aggregate more than five percent (5%) of the stock of such corporation, ever plead guilty to or been found guilty under any Federal, State, County or Municipal law orolin of being the keeper of a house of ill fame; or of pandering or any other crime or misdemeanor opposed to decency or morality? If so, give name of person so convicted, stating date and the offense 14. Has the applicant corporation or any Officer, Manager, or Director of said corporation. or any stockholders owning in the aggregate more than five percent (596) of vie stock of such corporation, made application for a similar license for this periodfor any premises other than those described above? If so, give name of applicant, location of premises, date and disposition of application 15. Has any license previously issued by Federal, State, or local authorities to the applicant corporation or to any officer, manager, or director of said corporation, or any stockholder or stock holders owning in the aggregate more than five percent (5%) of the stock of such corporation. been revoked? If so, give name of licensee and state reasons for and date of revocation 16. List any person identified in this application who is currently certified by any alcohol awareness training program: Attach copies of all certificates. Mgt -ideates most be kept o _premisest Complete the supplementary Manager's form for each person identified above who has not previously answered these questions. (Attach Confidential Information Forms for Each) 17. I (We) acknowledge that any change in address, ownership or management must immediatelf reported to the city and that the application must be updated and signed at that time. (Signature Required) S AFFIDAVIT STATE OF ILLINOIS COUNTY OF COOK S.S. The undersigned swears (or affirms) that I (we) have read and understand the Liquor code of the City of Des Plaines and that the corporation in whose name this application is made will not violate any of the ordinances of the City of Des Plaines or the laws of the State of Illinois or of the United States of America, in the conduct of the place of business described herein and that the statements contained in this application are true and correct to the best of our knowledge and belief. An Alcohol Awareness trained and background checked manager shall be an duty at all times when the business sells alcohol. I further understand and acknowledge that any false statements in this application may result in the denial of this application, or revocation of any liquor license issued pursuant to this application. Subscribed an • s k to before me this' day of K\ `l 20 Notary Public Seal Attachment 2 ALEXANDRIA GUIZA OFFICIAL SEAL Notary Public - State of Illinois My Comneselonres March 22, 2017 President Secretary Page 6 of 10 2014-04-03 05:22 EXPEDITED FORM BCA 2.10 ARTICLES OF INCORPORATION Business Corporation Act Filing Fee: $150 Franchise Tax: $ 25 Total: $175 Fite #: 68338255 Approved By: JKM FILED FEB 152012 Jesse White Secretary of State 1. Corporate Name: PRAMOS CORP. 2175248281 » P 2/7 APWINEMININIMINVAMr 2, !Mai Registered Agent: JOSE A. GUADARRAMA e Middle Initi�i Lest Nama Initial Registered Office: Number Street Soda. No. Crty .wn.1\ 3. Purposes for which the Corporation IS Organized: The transaction of any or ail lawful businesses for which corporations may be Incorporated under the Illinois Business Corporation Act, ZIP Coda GOOK COk.inty 4. Authorized Shales, Issued Shares and Consideration Received; Number of Shares Aulhorixed 10000 clang COMMON Number of Sharea Proposed to be Issued 1000 CnnsideraGpn ic be Received Therefor S 15000 NAME & ADDRESS OF INCORPORATOR 5. The undersigned incorporator hereby declares, under penalties of perjury, that the statements made in the foregoing Articles of Incorporation are true, Dated FEBRUARY 15 2012 AAnnth 84 Day Year MAGDALENA SORIA Name City/Town Street —1111.t. -e--111, Code This document was generated 41et1ronic&py et www,Cyberdriveillinois.cam Attachment 2 Page 7 of 10 2014-04-03 05:22 EXPEDITED FORM BCA 10.30 ARTICLES OF AMENDMENT Business Corporation Act Secretary of State Department of Business Services Springfield, It. 82758 File # 6833-825-5 Approved! JKM Filing Fee: $50 FILED Feb 25, 2012 Jesse White Secretary of State 1. Corporate Name; PRAMOS CORP. 2175248281 >> P 3/7 2. Manner of Adaption of Amendment: The following amendment to the Articles of Incorporation was adopted on Feb 23 in the manner indicated below: Month & Day 2012 Year ® By the shareholders, in accordance with Section 10.20, a resolution of the board of directors having been duly adopted and submitted to the shareholders. Ata meeting of shareholders, not less than the minimum number of votes required by statute and by the Articles of Incorporation were voted in favor of the amendment. D By the shareholders, In accordance with Sections 10.20 and 7.10, a resolution of the board of directors having been duly adopted and submitted to the shareholders, A consent in writing has been signed by shareholders having not less than the minimum number of votes required by statute and by the Articles of Incorporation. Shareholders who have not consented in writing have been given notice in accordance with Section 7,10, 17 By the shareholders, in accordance with Section 10.20, a resolution of the board of directors having been duly adopted and submitted to the shareholders, A consent in writing has been signed by all the shareholders entitled to vote on this amendment. 3. Text of Amendment: When amendment effects a name change, insert the New Corporate Name below. Article i' Name of the Corporation: PRIMOS RESTAURANT I, INC, 4, The undersigned Corporation has caused these Articles to be signed by a duly authorized offioer who affirms, under penalties of perjury, that the facts stated herein are true and correct. Dated Feb 25 2012 month S. Day Year Exact Name of the Corporation: PRAMOS CORP. JOSE A. GUADARRAMA Authorized Officer's Signature PRESIDENT Title Attachment 2 This document wee generated alaceonfeeily tut Www.cyberdriveillinois.ccm Page 8 of 10 CORP/LLC - File Detail Report Page 1 of 1 CORPORATION FILE DETAIL REPORT File Number Entity Name Status Entity Type Incorporation Date (Domestic) Agent Name Agent Street Address Agent City Agent Zip Annual Report Filing Date Assumed Name Old Corp Name 68338255 PRIMOS RESTAURANT I, INC. ACTIVE CORPORATION 02/15/2012 JOSE A. GUADARRAMA 03/08/2016 ACTIVE - EL FAST BURRITO 02/25/2012 - PRAMOS CORP. Return to the Search Screen JESSE WHITE SECRETARY OF STATE Type of Corp DOMESTIC BCA State ILLINOIS Agent Change Date 02/15/2012 President Name & Address JOSE A GUADARRAMA Secretary Name & Address Duration Date For Year VACANT PERPETUAL 2016 Select Certificate of Good Standing for Purchase (One Certificate per Transaction) BACK TO CYBERDRIVEILLINOIS.COM HOME PAGE htttDs://www ils s.gov/corporatellc/CorporateLlcController 6/1,/2016 Attachment � Page 9 0 Apr 01 16 09:46p C. INSURANCE AGENCY ACR• O� 847-981-5071 p.1 CERTIFICATE OF LIABILITY INSURANCE DATE (MNbOIYYYYJ 04/0112016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 9Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on thls certificate does not confer rights to the cort$9cata holder in lieu of such endorsemerM(s). PRODUCER C.INSURANCE AGENCY 1600 GOLF RD STE 1200 ROLLING MEADOW' IL 600064229 corium' NAME: Mo, Exp: (647) 981-5070 ADDRIeAaaaL nsurance O,cornss: iCC�Yaho FAX No$ (847) 981-5071 INSURER(S) AFFORDING COVERAGE NAIC E INSURER I1 : StOnegate Insurance Co. INSURED PRIMOS RESTAURANT 1 INC DBA EL FAST BURRITO 1165 LEE ST DES PLAINES IL 80016-6516 mama a : Founders Insurance Co. INSURER C: INSURER D : INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED 8Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. UMITS SHOWN MAY HAVE SEEN RErxlr.Pn esr vnrn rl amac tLIR TYPE OF INSURANCE ' I POLICY NUMBER IDAVDI YYY) IIMEOTOLIFIAN DNYYYI, LIMITS >(COIMMERi IAL GENERAL LIABIITY 1AP0001060 03/28/2016 EACH OCCURRENCE j $ 540,000r CLAJM -MADE rx OCCUR PREMISES ) i $ 50,000 MEG EXP (Arty ane person) - $ 5,000 03/28/2017 PERSOI AL & ADV INJURY 5 500,000 GENLAGGREGATE LIMIT APPUESPER' XPOtCY UPES 1-1 LOC OTHER: GENERAL AGGREGATE $ 1,000,000 PRODUCTS-COMPIOPAGG s 500,000 S AUTOMOBILE ---{ ._.I LJABILIfY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY "` _ _, _ SCHEO:JLED AUTOS NON-0VdD AUTOS ONLY EM.B.INEDSINGLE1 BIT S RODLLY INJURY (Per person) S BODILY INJURY (Par ridden:) S PROPERTY DAMAGE CPeraccident $ - S V I UMBRELLA MBB - EXCESS LIAR OCCUR CLAMS -MADE EACH OCCURRENCE $ AGGREGATE 5 DEO RETENTIOHIS 5 WOR1 ER$COMPENSATION AND EMPLOYERS' LIABILITY Y1 ANY PROPRIETORJPARTNERIEXECUTIVE OFFICER?AEMEM EXCLUDED? (Mandsmry In NH) V a, deaaioa ir,dar DESCRIPTION OF OPERATIONS baler NIA _ 5 AT U'TE 1 I ER EL EACH ACCIDENT 5 E.L. DISEASE - SA EMPLOYEE 5 EL DISEASE - POLICY LIMIT 5 B LIQUOR LIABILrrY EL1L100632 03/23/2016 03/2312017 300,000/600,000 DESCRIPTION OF OPERATIONS J LOCATIONS I VEHICLES (ACoR01Q1,Addffional Remarks Schedule, may be attached Irmorespace Is requInedl LIQUOR LIABILITY LISTED ABOVE COVERS CONSUMPTION OF LIQUOR ON PREMISES -1165 LEE ST, DES PLAINES IL 60016-8516 ACORD 25 (2016103) Attachment 2 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE CARLOS QUINTANA 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 10 of 10 4�PLAINTEsD ILLINOIS Date: June 17, 2016 To: Honorable Alderman From: Matthew J. Bogusz, Local Liquor Commissioner Cc: Vickie Baumann, Secretary/Licensing Division Subject: Liquor License Request for a New License Increase OFFICE OF THE MAYOR 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5301 desplaines.org Attached please find a Liquor License request for the following applicant: R & T Mobile Inc 2380 S River Road Class M — Gas Station — retail bulk sales beer and wine (no consumption on premises) Increase from 7 to 8 The complete application packet is on file in the Community and Economic Development Department. The required posting will be completed prior to the second reading on July 18, 2016 and all necessary fees have been secured. This request will come before you on the Consent Agenda of the City Council meeting of Tuesday July 5, 2016. Matthew J. Bogusz Mayor Local Liquor Commissioner Attachments: Ordinance Application Packet Page 1 of 9 CITY OF DES PLAINES ORDINANCE M - 20 - 16 AN ORDINANCE AMENDING THE CITY CODE TO ADD ONE CLASS M LIQUOR LICENSE. WHEREAS, R&T Mobile, Inc. ("Applicant"), submitted an application to the Department of Community and Economic Development for a Class M liquor license for the premises located at 2380 South River Road, Des Plaines, Illinois ("Premises"), pursuant to Chapter 4 of Title 4 of the Des Plaines City Code ("City Code"); and WHEREAS, the City desires to issue one Class M liquor license to the Applicant for the Premises; and WHEREAS, the City Council has determined that it is in the best interest of the City to grant the Applicant a Class M liquor license for the Premises; NOW, THEREFORE, BE IT ORDAINED, by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1: RECITALS. The foregoing recitals are incorporated into, and made a part of, this Ordinance as the findings of the City Council. SECTION 2: APPROVAL OF LIQUOR LICENSE. The City Council hereby grants the Applicant a Class M Liquor License for the Premises. SECTION 3: FEE SCHEDULE. Section 1, titled "Fee Schedule," of Chapter 18, titled "Schedule of Fees," of Title 4, titled "Business Regulations," of the City Code is hereby amended further to read as follows: "4-18-1: FEE SCHEDULE: Section Fee Description Number Term Fee New 4-4-5A License Fees and Number Class M immiM 78 Annual Initial Annual Fee Fee $3,630.00 $1,815.00 [The remainder of the Fee Schedule is unchanged.]" [Deleted text is struck through; inserted text is bold and double underlined.] 1 Attachment 1 Page 2 of 9 SECTION 4: SEVERABILITY. If any paragraph, section, clause or provision of this Ordinance is held invalid, the remainder shall continue in full force and effect without affecting the validity of the remaining portions of the Ordinance. SECTION 5: EFFECTIVE DATE. This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form according to law. PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT ATTEST: CITY CLERK MAYOR Published in pamphlet form this Approved as to form: day of , 2016. CITY CLERK Peter M. Friedman, General Counsel DP -Ordinance Add One Class M Liquor License for R&T Mobile, Inc. 2380 S River Road #37690367_v2 [Deleted text is struck through; inserted text is bold and double underlined.] 2 Attachment 1 Page 3 of 9 IDES� S ILLINOIS LOCAL LIQUOR COMMISSIONER 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5301 W: desplaines.org APPLICATION FORA LIQUOR LICENSE BUSINESS INFORMATION Name: iaT W OPY E Z11De. Address: Z38 -t) Si iU DE5 PLA,, 1 , Zip: G o o I Email: N1O ZLEt JC P7 gr' -T1. •CoM Phone#: gq i IL Day/Hours of Operations: Monday: r7Aoi 17 Adi Tuesday: Ste- 1? -Awn Wednesday: SA,,,- )24M Thursday: 55pi- P Ain Friday: nM- ) v . Saturday: i - 1 Acv► Sunday: q - )2A^ CLASSIFICATION ❑ A ❑ Al A2 ❑ AB ❑ AB -1 AB -2 8 B-1 C TAVERN- seats 250 or less TAVERN - seats 251- 500 TAVERN - seats 501 + TAVERN & BULK SALES - seats 250 or Tess TAVERN & BULK SALES - seats 251- 500 TAVERN & BULK SALES - seats 501 + BULK SALES - retail only BULK SALES -alcohol not primary retail CLUB E RESTAURANT DINING ROOM - over 50 E l ❑ H-1 H-2 ❑ F RESTAURANT - beer only G BANQUET HALL RESTAURANT - beer & wine only BULK SALES - beer & wine only RELIGIOUS SOCIETY J SPECIAL 4:OOAM - must have class A K GOVERNMENTAL FACILITY L WINE ONLY M GAS STATION - retail only N CASINO r OWNERSHIP INFORMATION (list President. Vice -President, Secretary and all Officers owning 5% or more of stock) Title: PiEr/&-Ajr- Name: {�fi fJAi, aril % of Stock: 10 0 Title: % of Stock: Name: Title: Name: % of Stock: Has either the President, Vice -President, Secretary or any officer ever plead guilty, been found guilty, received supervision, plead nolo contendere (no contest) to any felony under Federal, State, County or Municipal law, statute or ordinance? NO YES -Attach documentation identifying the charge, finding, court branch and docket # Attachment 2 Page 4 of 9 ADDITIONAL INFORMATION Does the applicant own the property or premises of the business? ❑ NO X YES If NO, please provide name/address of the property owner and expiration date of the executed lease: Is any elected City Official, County Commission or County Board member affiliated directly or indirectly with the applicant/business? If YES, please provide name, position and a detailed description to the particulars: NO ❑ YES Has any officer, owner or stockholder of the of the corporation 1 NO ❑ YES or business obtained a liquor license for another location? If YES, please provide name, location and disposition/status of each: Has any officer, owner or stockholder of the of the corporation or business had a liquor license revoked for another location? If YES, please provide name, location and reason for revocation of each: NO ❑ YES AFFIDAVIT The undersigned swears and affirms that I have read and understand the Liquor code of the City of Des Plaines and that the corporation and/or business name on this application and its employees will not violate any of the municipal codes, IL State Statutes or governmental laws, in conduct of the place of business described herein. The statements contained in the application are true and correct to the best of my knowlp Ige. INITIALS Either an owner, manager or bartender with alcohol awareness training, whom has been fingerprinted and background checked with the Des Plaines Police Department and has been placed on file with the Local Liquor Commissioner will be on duty at all times during the sale and serving of alcohol on the premises. 0 INITIALS I acknowledge that any changes to the information on file during the time frame of the current liquor license period must be immediately reported to the Local Liquor Commissioner. Failure to comply may result in immediate suspension of the Liquor License, additional fines up to $10,000 for each violation, revocation of the Liquor License and/or denial to renew for a Liquor License for the next time frame period. Ignature of Owner /40 aktme Print Name Attachment 2 INITIALS SUBSCRIBED and SWORN to before me this 20 NOTA Y PUBLIC (STAMP SE BELOW) OFFICIAL SEAL ADAM KRZYZEWSKI Notary Public - State of Illinois My Commission Expires Jan 23, 2018 Page 5 of 9 FORM BCA 5.10/5.20 STATEMENT OF CHANGE OF REGISTERED AGENT AND/OR REGISTERED OFFICE Business Corporation Act Fila # 67914007 Filing Fee: 25.00 Approved By: JAH FILED Apr 20, 2011 Jesse White Secretary of State 1. Corporate Name: R&T MOBILE INC, 2. State or Country of Incorporation: ILLINOIS 3. Name and Address of Registered Agent and Registered Office as they appear on the records of the Office of the Secretary of State (before change): Registered Agent: AMIR SABRI Registered Office: 2380 S RIVER RD DES PLAINES 600183215 COOK City ZIP Code County 4. Name and Address of Registered Agent and Registered Office shall be (after all changes herein reported): Registered Agent FAHAD DANISH Registered Office: 2380 S RIVER RD DES PLANES rty 800183215 COOK County 5. The address of the registered office and the address of the business office of the registered agent, es changed, will be identical. 6. The above change was authorized by resolution duly adopted by the board of directors. 7. The undersigned corporation has caused this statement to be signed by a duly authorized officer who affirms, under penalties of perjury, that the facts stated herein are true and correct. Date: Apr 20, 2011 Exact Name of the Corporation: R&T MOBILE INC. FAHAD DANISH Authcrizedbf cer's Marne PRESIDENT Title Ms document was created endemically et www.cyberdivellbn.com Attachment 2 Page 6 of 9 FORM BCA 2.10 ARTICLES OF INCORPORATION Business Corporation Act Filing Fee; $150 Franchise Tax: $ 25 Total: $175 File #: 67914007 Approved By CLD FILED APR 112011 Jesse White Secretary of State 1, Corporate Name: R&T MOBILE INC. 2. Initial Registered Agent: AMIR SABRI First Name Middle Initial Last Name Initial Registered Office: 2380 8 RIVER RD Number Street Suite No. DES PLAINES ,IL 6001 8-3215 COOK City VOW ZIP Code County 3. Purposes for which the Corporation Is Organized: The transaction of any or all lawful businesses for which corporations may be incorporated under the Illinois Business Corporation Act. 4, Authorized Shares, Issued Shares and Consideration Received: aims COMMON Number or Shares Number or Snares Consideration to be Authorized Proposed to be Issued Received Therefor 1000 1000 51000 NAME & ADDRESS OF INCORPORATOR 5. The undersigned Incorporator hereby declares, under penalties of perjury, that the statements made In the foregoing Arllcies of Incorporation are true. Dated APRIL 11 2011 Month & Day mar ' Street AMIR SABIR Name City/Town tate ZIP Code This document was generated electronically at vwvw.cyberdrivelllinols.com Attachment 2 Page 7 of 9 ARD® CERTIFICATE OF LIABILITY -INSURANCE DATE (MMIOD/YYYY) 5/13/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Northern Insurance Group, Ltd. 503 W. Baltimore St. Wilmington IL 60481 CONTACT NAME: Elizabeth Catlin (PHONNc.EXt): (815)476-2900 FAX INCNol;(815)476-5911 ADDRESS: lcatlin@northernins.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Society Insurance Company 15261 INSURED R & T MOBILE INC 2380 S RIVER RD DES PLAINES IL 60018-3215 INSURER B : INSURER C : INSURER 0 : INSURER E : INSURER F : CLAIMS -MADE COVERAGES CERTIFICATE NUMBER:CL1651315536 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF JMM/DDNYYY)JMM/DD/YYYY), POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 GSP 555578 8/3/2015 8/3/2016 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ GEN'L X AGGREGATE POLICY OTHER: LIMIT APPLIES PER: PRO- JECT C LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG S 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS I" SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accidenli BODILY INJURY (Per persnp, dOUILY ENJllI2Y IPet acaderni PROPERTY DAMAGE (Per accident) $ $ a $ $ UMBRELLALIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION$ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory hi NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N N/A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 500 000 WC 555579 8/3/2015 8/3/2016 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 A Liquor Liability GSP 555578 8/3/2015 8/3/2016 $1,000,000 Limit DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Location: 2380 S. River Road, Des Plaines, IL 60018 CERTIFICATE HOLDER CANCELLATION City of Des Plaines 1420 Miner Street Des Plaines, IL 60016 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Armand D'Andrea/LIZCA ACORD 25 (2014/01) INS025 omnnAttachment 2 ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 8 of 9 Attachment 2 t\ Page 9 of 9 area allocation for sale of alcoholic beverages Square Footage ri N o 00 en N Ln CV r -I CO Tr m 83.441251 0 O1 o cm 170.90 1585.14 523.0962 Dimensions O era x v N o N x o M 0 N x al 11.3 x 7.5 58.0 x 27.4 Identified Area Description Pre Packaged Sales Area j Open Floor Space (General) Scaled Coolers Sub Total 'Cashier Area _ N a-+ 1— 'Class M, A Minimum Area Total Calculation Qualifier 1/3 rd of Total Square Feet of the Il establishment CO QJ 0 [33% or 1/3rd of Overall Attachment 2 t\ Page 9 of 9 ODES PLAINES COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org Date: June 23, 2016 To: Michael G. Batholomew, MCP, LEED AP, City Manager From: Lauren Pruss, AICP, Economic Development Coordinator Vijay Gadde, Interim Senior Planner Subject: Consideration of Major Sign Variations, 1990 Mannheim Road (5th Ward) Issue: The petitioner is requesting variations to (1) Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet away from a residential district, and (2) Section 12-11-5.A.3 to allow the pole sign constructed with a 0' setback from Mannheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. Analysis: Address: 1990 Mannheim Road Existing Zoning: C-3 General Commercial Petitioner: Mary Clauss, 165 Tubeway Drive, Carol Stream, IL 60188 Owner: Raju Mathew and Idiculla Joseph, 1990 Manheim Road, Des Plaines, IL 60018 PIN: 09-29-229-009-0000 The applicant is requesting approval of a variation of Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet of a residential district. If approved, the requested variance will permit an LED pricing display on the sign. The proposed electronic message board sign is approximately 170 feet from the residential district located west of Chestnut Street and 192 feet from the residential district located on the east side, across the railroad tracks. The LED pricing display should prevent direct glare onto any adjacent properties as it is at a 90 degree angle from Mannheim Road and does not direct any glare onto any adjacent residential properties. Page 1 of 18 A second variation of Section 12-11-5.A.3 is requested to permit the pole sign to be constructed with a 0' setback from Manheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. The electronic message board sign is permitted on the existing pole sign, which does not meet the setback requirements. The petitioner is allowed to have one electronic message board sign per lot which shall not exceed 30% of the total sign area. The proposed electronic message board sign is approximately 9.5% of the total sign area and is conformance with this requirement. Recommendation: At its June 14, 2016 meeting the Planning and Zoning Board of Appeals recommended (7-0) that the City Council approve the variations to (1) Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet away from residential districts, and (2) Section 12-11-5.A.3 to allow the pole sign constructed with a 0' setback from Mannheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. I recommend approval of the requested variations based upon the facts and circumstances presented. The Mobil gas station across Howard Avenue has an electronic message board sign. As such, the petitioner would be deprived of rights enjoyed by owners of other lots nearby if this request is denied. Given that the proposed sign is otherwise in conformance with the Sign Ordinance, these facts justify granting the variations requested. Under Section 12-3-6.G (Major Variations) the City Council has the authority to approve, approve subject to conditions, or deny the above-mentioned Major Variations for wall signage in the C-3 zoning district. It is requested that this item be placed on the Committee of the Whole agenda at the July 5, 2016 City Council meeting. Attachments: Attachment 1: Letter from Zoning Board of Appeals to the Mayor Attachment 2: Location Map Attachment 3: Site and Context Photos Attachment 4: Draft Minutes of the June 14, 2016 Planning and Zoning Board Hearing Ordinance Z — 11 — 16 Approving Variations from Sections 12-11-6.b and 12-11-5.a.3 of the City of Des Plaines Zoning Ordinance at 1990 Mannheim Road, Des Plaines, Illinois. Exhibit A: Plat of Survey Exhibit B: The sign plan consisting of one sheet, prepared by Parvin-Clauss Sign Company, and dated March, 21, 2015 Page 2 of 18 ODES PLAINES 1 L L 1 N O 1 5 June 22, 2016 COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org Mayor Bogusz and Des Plaines City Council CITY OF DES PLAINES Subject: Zoning Board of Appeals, 1990 Mannheim Road, Case #16-023-V, 5th Ward RE: Request for variations Honorable Mayor and Members of the Des Plaines City Council: The Planning and Zoning Board met on June 14, 2016 to consider a request for variations to (1) Section 12- 11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet away from a residential district, and (2) Section 12-11-5.A.3 to allow the pole sign constructed with a 0' setback from Mannheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. 1. Mr. Kishore Mahadev, the owner, presented the pertinent facts. 2. The Community and Economic Development Department recommended approval of the requested variations. 3. The Planning and Zoning Board recommended (7-0) that the City Council approve the variations to (1) Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet away from residential districts, and (2) Section 12-11- 5.A.3 to allow the pole sign constructed with a 0' setback from Mannheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. Respectfully submitted, James Szabo, Des Plaines Planning and Zoning Board, Chairman Cc: City Officials Aldermen File Attachment 1 Page 3 of 18 I S1 consortium. M(fFi,.TM LOCA PON MAP: 1990 Manheim Road _z_11 .:= •17 TA/3rd Ave Howard Ave 1131 :21 ; .19 1 . 7 0.03 mile 1 inch equials 167 fee dr j. Prospect Ave Olaf, ‘1, 1,534 1 1 1— y 17, 0. I Howard Ave :a:: ted on June 201.I/.. g :16 GIS Consortium and MGP Inc A 1 Rights RES0'..-S11 The GIS Consortium and IMP Inc ESE' PLA liable a.ny use, misuse, modiluttion or diactosuse ormy map providad- under applimble Disolaimss: This map is kr information purposes only. Al ttiough the .i nforseti on is bsti eyed ro ta. EaTIRAMily w=t. ems ony imist and the Inn should indepmdtly cord for accuracy. The map does not constitute a re milatory debuminati 011 aid is not base kr en ginawin a :1. s MI A Rttd Land SUSWOISI1Olkid b consul hidF daturuine precise 1=tior. boundaries on le Bound Attachment 2 Page 4 of 18 ct © g E 1.40 et 0 o, o, CZ O E' O Ow W z O C..) W cA Railroad tracks & residential properties to the east Water tower to the west Commercial property to the north Mobil gas station across Howard Avenue Attachment 3 Page 5 of 18 Case #16 -023 -V -Major Variation Request -1990 Mannheim Road Case #16 -027 -PUD -SUB -Preliminary Planned Unit Development and Tentative Subdivision Plat -Properties South of I-90, North of Higgins Road and West of the Canadian National Railroad Tracks, addresses including, but not limited to 2985-3003 Mannheim Road, 3011-3045 Orchard Place, and 10194, 10246 and 10256 Higgins Road and specifically excluding 3067 Mannheim Road June 14, 2016 Page 1 ODEs LAINES ILLINOIS DES PLAINES PLANNING AND ZONING BOARD MEETING June 14, 2016 MINUTES The Des Plaines Planning and Zoning Board Meeting held its regularly -scheduled meeting on Tuesday, June 14, 2016, at 7 p.m. in Room 102 of the Des Plaines Civic Center. ZONING BOARD PRESENT: Green, Bader, Catalano Saletnik, Hofherr, Schell, Szabo ALSO PRESENT: Michael Bartholomew, City Manager/City of Des Plaines Lauren Pruss, AICP, Coordinator/Community & Economic Development Vijay Gadde, AICP, Interim Senior Planner/Community & Economic Development Stewart Weiss, General Counsel/Holland & Knight Gale Cerabona/Recording Secretary Chairman Szabo called the meeting to order at 7:02 p.m. and read this evening's cases. Roll call was conducted. APPROVAL OF MINUTES A motion was made by Board Member Hofherr, seconded by Board Member Green, to approve the minutes of May 24, 2016, as presented. AYES: Hofherr, Green, Bader, Saletnik, Schell, Szabo NAYES: None ABSTAIN: Catalano PUBLIC COMMENT There were no comments. NEW BUSINESS 1. Address: ***MOTION CARRIED UNANIMOUSLY*** 1990 Mannheim Road Case Number: 16-023-V The petitioner is requesting variations to (1) Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet away from a residential district, Attachment 4 Page 6 of 18 Case #16 -023 -V -Major Variation Request -1990 Mannheim Road Case #16 -027 -PUD -SUB -Preliminary Planned Unit Development and Tentative Subdivision Plat -Properties South of I-90, North of Higgins Road and West of the Canadian National Railroad Tracks, addresses including, but not limited to 2985-3003 Mannheim Road, 3011-3045 Orchard Place, and 10194, 10246 and 10256 Higgins Road and specifically excluding 3067 Mannheim Road June 14, 2016 Page 2 and (2) Section 12-11-5.A.3 to allow the pole sign constructed with a 0' setback from Mannheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. PINs: 09-29-229-009-0000 Petitioner: Mary Clauss, 165 Tubeway Drive, Carol Stream, IL 60188 Owner: Raju Mathew and Idiculla Joseph, 1990 Mannheim Road, Des Plaines, IL 60018 Chairman Szabo swore in Mr. Kishore Mahadev, 165 Tubeway Drive, Carol Stream, IL 60188 who advised the pylon sign at the BP Gas Station will be refaced with LED changeable pricing digits (so they may be altered from the inside). Chairman Szabo asked if the Board has any questions. Board Member Saletnik asked if there will be no message. Mr. Mahadev advised — correct, just the LED pricing digits — no text. Chairman Szabo asked if the sign and its size will be located in the same place. Mr. Mahadev advised — yes, except the price of regular gas will only be shown. Chairman Szabo asked if the Board has any questions. There were none. Chairman Szabo asked Staff to present the Staff Report. Interim Senior Planner Gadde provided same. Issue: The petitioner is requesting variations to (1) Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet away from a residential district, and (2) Section 12-11-5.A.3 to allow the pole sign constructed with a 0' setback from Mannheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. Petitioner: Mary Clauss, 165 Tubeway Drive, Carol Stream, IL 60188 Owners: Raju Mathew and Idiculla Joseph, 1990 Manheim Road, Des Plaines, IL 60018 Case Number: 16-023-V Real Estate Index Number 09-29-229-009-0000 Ward: #5, James Brookman Existing Zoning: C-3 General Commercial Existing Land Use: Gas station Surrounding Zoning: North: C-3 General Commercial South: C-3 General Commercial Attachment 4 Page 7 of 18 Case #16 -023 -V -Major Variation Request -1990 Mannheim Road Case #16 -027 -PUD -SUB -Preliminary Planned Unit Development and Tentative Subdivision Plat -Properties South of I-90, North of Higgins Road and West of the Canadian National Railroad Tracks, addresses including, but not limited to 2985-3003 Mannheim Road, 3011-3045 Orchard Place, and 10194, 10246 and 10256 Higgins Road and specifically excluding 3067 Mannheim Road June 14, 2016 Page 3 East: R-1 Single -Family Residential (across the railroad tracks) West: C-3 General Commercial /R-2 Two Family Residential Surrounding Land Use: North: Commercial South: Commercial East: Residential West: Commercial (water tower) Street Classification: Manheim Road - Arterial Street, IDOT Comprehensive Plan: Community Commercial Use Analysis: In reviewing the zoning variation application, staff has considered the following information. The first variation requested is to vary Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet of a residential district. The proposed electronic message board sign is approximately 170 feet from the residential district located west of Chestnut Street and 192 feet from the residential district located on the east side, across the railroad tracks. The animated face of the electronic message board sign should prevent direct glare onto any adjacent properties. The proposed electronic message board sign panel is at a 90 degree angle from Mannheim Road and does not direct any glare onto any adjacent residential properties. The second variation requested is to vary Section 12-11-5.A.3 to allow the pole sign constructed with a 0' setback from Manheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. The electronic message board sign is permitted on the existing pole sign, which does not meet the setback requirements. The petitioner is allowed to have one electronic message board sign per lot which shall not exceed 30% of the total sign area. The proposed electronic message board sign is approximately 9.5% of the total sign area and is conformance with this requirement. Variation Standards: The variation requests are subject to the standards set forth in Section 12-3-6 of the 1998 City of Des Plaines Zoning Ordinance -"Variations." In reviewing these standards, staff has the following comments. 1. Regarding the hardship the petitioner cited the existing pole sign is very close to the intersection and inclement weather makes the manual manipulation of the letters unsafe. 2. The pole sign is a legally non -conforming existing structure. 3. The petitioner has affirmed that the physical condition of the property was not created by anyone having property interests in this land. 4. As the Mobil gas station across Howard Avenue has an electronic message board sign, the petitioner would be deprived of rights enjoyed by owners of other lots nearby if this request is denied. 5. Granting these variations would not create any special privilege for the petitioner. Attachment 4 Page 8 of 18 Case #16 -023 -V -Major Variation Request -1990 Mannheim Road Case #16 -027 -PUD -SUB -Preliminary Planned Unit Development and Tentative Subdivision Plat -Properties South of I-90, North of Higgins Road and West of the Canadian National Railroad Tracks, addresses including, but not limited to 2985-3003 Mannheim Road, 3011-3045 Orchard Place, and 10194, 10246 and 10256 Higgins Road and specifically excluding 3067 Mannheim Road June 14, 2016 Page 4 6. The requested variations are in harmony with Comprehensive Plan designation for this property. 7. There is no other means to permit the petitioner a reasonable use of the property. 8. The requested variations are the minimum measure of relief needed. Recommendation: The Community Development Department recommends approval of the variations to (1) Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet away from residential districts, and (2) Section 12-11-5.A.3 to allow the pole sign constructed with a 0' setback from Mannheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. The facts and circumstances presented above justify granting the variations requested. Plan & Zoning Board Procedure: The Planning & Zoning Board may vote to recommend approval, approval with modifications, or disapproval. The City Council has final authority over the variations requested. A motion was made by Board Member Saletnik, seconded by Board Member Hofherr, to recommend approval to City Council that the two variances be approved. AYES: Saletnik, Hofherr, Green, Bader, Catalano, Schell, Szabo NAYES: None ***MOTION CARRIED UNANIMOUSLY*** Chairman Szabo stated a recommendation will be submitted to City Council. Board Member Bader recused himself at 7:15 p.m. 2. Address: Properties South of I-90, North of Higgins Road and West of the Canadian National Railroad Tracks, addresses including, but not limited to 2985-3003 Mannheim Road, 3011-3045 Orchard Place, and 10194, 10246 and 10256 Higgins Road and specifically excluding 3067 Mannheim Road Case Number: 16 -027 -PUD -SUB Petitioner O'Hare Real Estate, LLC is requesting preliminary approval of a Planned Unit Development (PUD) for The Orchards at O'Hare, a commercial PUD under Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, and a Tentative Plat of Subdivision, under Section 13-2-2 of Subdivision Regulations of the City of Des Plaines Municipal Code, to allow for the construction of a 128 room hotel with a Class A restaurant; gasoline service station with convenience store, car wash, and Class B restaurant; and one freestanding Class A restaurant on approximately 9.0877 acres and eight lots, with one requested PUD exception from the C-3, General Commercial Zoning District standards for building Attachment 4 Page 9 of 18 CITY OF DES PLAINES ORDINANCE Z - 11 - 16 AN ORDINANCE APPROVING VARIATIONS FROM SECTIONS 12-11-6.B AND 12-11-5.A.3 OF THE CITY OF DES PLAINES ZONING ORDINANCE AT 1990 MANNHEIM ROAD, DES PLAINES, ILLINOIS. (CASE #16-023-V). WHEREAS, Raju Mathew and Idiculla Joseph (collectively, "Petitioners") are the owners of the property commonly known as 1990 Mannheim Road, Des Plaines, Illinois ("Subject Property"); and WHEREAS, the Subject Property is located in the C-3 General Commercial District of the City ("C-3 District"); and WHEREAS, the Subject Property is improved with a one-story building used as a convenience mart fueling station; and WHEREAS, the City of Des Plaines Zoning Ordinance of 1998, as amended, is codified as Title 12 of the City Code of the City of Des Plaines ("Zoning Ordinance"); and WHEREAS, pursuant to Section 12-11-6.B of the Zoning Ordinance, in the C-3 District, the animated face of an electronic message board (i) may not be erected less than 250 feet away from a residential district, and (ii) shall be arranged to prevent glare onto any adjacent properties; and WHEREAS, pursuant to Section 12-11-5.A.3 of the Zoning Ordinance, in the C-3 District, pole signs may not be constructed closer than five feet from any property line; and WHEREAS, the Petitioner proposes to attach a new electronic message board to an existing pole sign ("Proposed Sign") that (i) will contain an electronic message board installed approximately 170 from the residential district located west of Chestnut Street and 195 feet from the residential district located to the east of the Subject Property and (ii) will be installed on an existing pole sign which does not meet the setback requirements with a zero -foot setback from Mannheim Road and a one -foot setback from Howard Avenue; and WHEREAS, the Petitioner submitted an application for the Proposed Sign to the City of Des Plaines Department of Community and Economic Development ("Department") for (i) a major variation from Section 12-11-6.B of the Zoning Ordinance to reduce the required minimum setback along Mannheim Road to zero and along Howard Avenue to one foot and (ii) a major variation from Section 12-11-5.A.3 of the Zoning Ordinance to reduce the required minimum distance between the animated face of the Proposed Sign to approximately 170 from the residential district located west of Chestnut Street and 195 feet from the residential district located to the east of the Subject Property the (collectively, (i) and (ii) are the "Variations"); and 1 Page 10 of 18 WHEREAS, the Petitioner's application for the Variations was referred by the Department, within 15 days after its receipt, to the Planning and Zoning Board of the City of Des Plaines ("PZB"); and WHEREAS, within 90 days after the date of Petitioner's application, a public hearing was held by the PZB on June 14, 2016, pursuant to publication of notice in the Des Plaines Journal on May 27, 2016; and WHEREAS, notice of the public hearing was mailed to all owners of property located within 300 feet of the Subject Property; and WHEREAS, during the public hearing, the PZB heard competent testimony and received evidence with respect to the Petitioner's application for the Variations; and WHEREAS, on June 22, 2016, the PZB filed a written report with the City Council summarizing the testimony received by the PZB and stating that the PZB's motion to recommend approval of the Variations passed by a vote of 7-0; and WHEREAS, the Petitioner made representations to the PZB with respect to the requested Variations, which representations are hereby found by the City Council to be material and upon which the City Council relies in granting the Variations subject to certain terms and conditions; and WHEREAS, the City Council has studied the written report of the PZB, the applicable standards set forth in the Zoning Ordinance, and the Staff Memorandum dated June 9, 2016, including its exhibits, which form part of the basis for this Ordinance; NOW THEREFORE BE IT ORDAINED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1. RECITALS. The recitals set forth above are incorporated herein by reference and made a part hereof, the same constituting part of the factual basis for this Ordinance granting the Variations. SECTION 2. LEGAL DESCRIPTION OF SUBJECT PROPERTY. The Subject Property is depicted on the "Plat of Survey" prepared by Bledsoe Riggert Guerrettaz, consisting of one sheet, and dated August 19, 2008, attached to and, by this reference, made part of this Ordinance as Exhibit A ("Plat of Survey"), and is legally described as follows: 2 Page 11 of 18 THAT PART OF BLOCK 4 IN WHIPPLE'S ADDITION TO RIVERVIEW, BEING A SUBDIVISION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT OF INTERSECTION OF THE NORTH LINE OF THE RIGHT OF WAY OF HOWARD AVENUE, WHICH NORTH RIGHT OF WAY LINE IS 33 FEET NORTH OF THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 29, WITH THE WEST LINE OF THE RIGHT OF WAY OF MANNHEIM ROAD; THENCE NORTHWESTERLY ALONG THE WEST LINE OF SAID MANNHEIM ROAD, A DISTANCE OF 175 FEET; THENCE WESTERLY ALONG A LINE PERPENDICULAR TO THE WEST LINE OF MANNHEIM ROAD TO A POINT WHICH WOULD INTERSECT A LINE DRAWN PERPENDICULAR FROM THE NORTH LINE OF HOWARD AVENUE AT A POINT 101 FEET WEST OF THE INTERSECTION OF THE WEST LINE OF MANNHEIM ROAD WITH THE NORTH LINE OF HOWARD AVENUE; THENCE SOUTH ALONG THE LAST DESCRIBED LINE TO THE NORTH LINE OF HOWARD AVENUE; THENCE EAST ALONG THE NORTH LINE OF HOWARD AVENUE AND 33 FEET NORTH OF THE SOUTH LINE OF SAID NORTHEAST QUARTER; A DISTANCE OF 101 FEET TO THE POINT OF BEGINNING, ALL IN COOK COUNTY, ILLINOIS. PIN: 09-29-229-009-0000. Commonly known as 1990 Mannheim Road, Des Plaines, Illinois. SECTION 3. VARIATIONS. The City Council finds that the Variations satisfy the standards set forth in Section 12-3-611 of the Zoning Ordinance and, pursuant to the City's home rule powers, finds that the Variations are otherwise necessary and appropriate. Subject to and contingent upon the conditions, restrictions, limitations and provisions set forth in Section 4 of this Ordinance, the City Council hereby grants the Variations for the Subject Property to the Petitioner. SECTION 4. CONDITIONS. The Variations granted in Section 3 of this Ordinance shall be, and are expressly subject to and contingent upon the conditions, restrictions, and limitations set forth in this Section 4. The development, use, and maintenance of the Subject Property shall be in strict compliance with the following plans, except for minor changes and site 3 Page 12 of 18 work approved by the Director of the Department of Community and Economic Development in accordance with applicable City codes, ordinances, and standards: A. The sign plan consisting of one sheet, prepared by Parvin-Clauss Sign Company, and dated March, 21, 2015, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit B; and SECTION 5. EFFECT. This Ordinance authorizes the use and development of the Subject Property in accordance with the terms and conditions of this Ordinance and shall prevail against other ordinances of the City to the extent that any might conflict. The terms and conditions of this Ordinance shall be binding upon Petitioner, its grantees, assigns and successors in interest to the Subject Property. SECTION 6. LIMITATIONS. The Variations shall be valid for not more than 12 months prior to the issuance of a building permit and the commencement of construction in accordance with the terms and conditions of this Ordinance. The Zoning Administrator may extend the Variations if the Petitioner requests an extension in accordance with Section 12-3-6.L of the Zoning Ordinance. SECTION 7. EFFECTIVE DATE. This Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law; provided, however, that this Ordinance shall not take effect unless and until a true and correct copy of this Ordinance is executed by the Owner of the Subject Property or such other party in interest consenting to and agreeing to be bound by the terms and conditions contained within this Ordinance. Such execution shall take place within 60 days after the passage and approval of this Ordinance or within such extension of time as may be granted by the City Council by motion and delivered directly to the City Clerk. 4 Page 13 of 18 SECTION 8. SEVERABILITY. If any paragraph, section, clause or provision of this Ordinance is held invalid, the remainder shall continue in full force and effect without affecting the validity of the remaining portions of the Ordinance. [SIGNATURE PAGE FOLLOWS] 5 Page 14 of 18 PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: Ayes Nays Absent MAYOR ATTEST: CITY CLERK Published in pamphlet form this Approved as to form: day of , 2016. CITY CLERK Peter M. Friedman, General Counsel I, , being the owner or other party in interest of the property, legally described within this Ordinance, having read a copy of the Ordinance, do hereby accept, concur and agree to develop and use the subject property in accordance with the terms of this Ordinance. Dated: (Signature) By its authorized representative DP -Ordinance Approving Major Variations to 1990 Mannheim Road #38341944_v3 6 Page 15 of 18 SD ID 0 RD SCALE 1`=80' ALTA / ACSM LAND TITLE SURVEY A PART OF BLOCK FOUR (4) IN IPPLE'S ADDITI 9 N TO RIVER W, ILLINOIS COOK COUNTY, ILLINOIS. • • • DE■CRPfCN 11 Petal 60rc 44,101014d AddIDET. e.lih.INeIN. bd1•■ "E 0004Bar0Imilit.E1TEITIEBEIEICEarter Egetbn 28,_ • -GEMTI* PrRELPEMe RL, daeclLedrtallala: Ba8117d1t NnW RroefifiddpllatpaYel-FidAe�Rasw,+NlidRNWhRdlel. 18maPIETt SEIIrhlEPE*4}'WEteiEBEd Raellen2s algraia dig(FmheLlt Niaid"Ctelce.NoH104E0E y'dcm 11aY:m7:: $ • DE 170fieftlrellaa YW1*!Ioilomap AeTPendadrielha Vdd 401AedddlEideliM0rbaa0ARnaIDEET ircitdlwdrtramttelh i • mini lef DEL METER Ea Ransedon.p3ie Nast We dT m 2 140204 Malik lhgraS6i 8i1EadOra 4D Eiedbad Em 1u .. Avenue' Einar Ent lona BE NEE EEO tknwd.Arenue ad22 at mkt dartTeeet.Onsfer,*•g a, dty17Tfout.ia x1s Putrid . 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This map a$atalmu* of los praldasa *awn herein N 9.oi* Thmdeeaibed M Fluor AmaicanTila hlnllaabe 8011EITY. 40e03flr tmesu ekenber NCSJSTM6117•C184EWtl Mahn E. 2008. . 711111aro w:avloeao Neu i21W award WOG rdrInanq[an:afn a.Raadmysony. AVIEM EASEMENT NOTES: 1. PER FIR&TAMEEicAN TITLE INSURNICi C0MPANNITRE .pctillIETABIT 118843141104174112 111160 NiIRCH3,Z00N. irmaaewme Wiwi la MkTom$rmR ENCROACHMENT NOTES: NONE NOTED. 1111. Bledsoe P iggert Gusrrettez LAND SURVEYING • 1891 WELTER Eoad 6M•nYlplpn, kldt■MM7403 RE11239&8777 F:111209841817 Exhibit A ERG Piled 010&L - 1 sumer Minim HDYARD STREET gg . i LOcP.TRON MAP TONOT LEGEND: . A _ YARD MO -ems FEIiCE • TD AYE. LL Li. ea 4 . ~'- 811an& O TOB .ss Dmf idx UNDER40 CBEs. • 10 LTA f0N SPOLF SEPAL ROLE -ors- UNDER 4100... x FD f2HNLE0 x ¢ I11k1IF POLE - e.-GPS•SER SET CHISELED x SAN - SAN SE1ER LINE SAT ORE 110013 1-- 0 CRE - -.swim x01020 weFO.1010011 NON. 0A1Tet. 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RISER -DD, a.'PR8PBBTY TB LOCATED70210000ZONPEE EI • 2'PROPERTY 182100 D 02 OENERAICOMA1ERLrI�CL1RFNTU0E3SAOAS •anven0N IS.AtuyeE0-. . aitErtkit:_PF,It01TY'ORD¢ ppmaim Z0TJEGCFP;cE- ' PRISM-p'ORWEI A8 RE6IOSELN. D0BTR10T 1FA8UT1■10RESIDENTIAL 8X12 -Maw-or110 IYENS• #TIe i RECI''V$ALLEYOR 64ME AB : - RDS1por1TL L,INDIROT/F ABUTTERS RESIDENTIAL.10ENr ' REAR Aar OR1FABNT7INRRESDg1RAL PEN 2d0R 2a 1e LOT MOTH MRIONEYER NLES13, - - . 'PAR10k1a 2.peeNETEra; dem iaped 1ar Pry 2,30 RA A al ammo Iaidk2maladgam, 120101022001020. 4. FR•le wont PERFORM®AO, moo. 6. ALL EN'R00AR SET ARE 2081080 WITH YELLOW CAP AND ARE az ABOVE GROUND UNLESS NOTED 0Il•IMESE, 0.EEIREIS N0 OBSERVABLE 22010902E WORTH MOVING LEEK B11I.WO CONSTRUCTTON'OR DUMAN1;AD0RMONS IMMORECENT MONMB. 1.111091E IS_ NO TREMBLE EVID0N0E of PR0PO1ED STREET R73EETOP VET CHANGES. ROMA IS SHOI%W PER CURRENT 11®ANO ME 0. THERE ISN0 OBSERVABLE EVmMN A OF SIT STREET OR 8DEIAHLK CONSTRUCTION OR REPAIR& IL TEETERS NO OBSERVABLE EV102008 OFSTEUSE AOA SOLID WASTE DUMP, SUMP OR FARROW LANDFILL. 10. ACCESS 18 PROVIDED BY HOWARD AURAE/MD MANNMBM ROAD. "ALTA/ACSM LAND TITLE SURVEY" PREPARED FOR: Inc. THE MA4T.7 ER WS COMPANY National ALTA Survey Management 17220 Nelhap■/Street, Suttee IOU -11A Fountain Volley, CA 92708 Tal: (714)-979-7181 Fax: (714)-641-2840 !sw.111an10tthe■ncompany coin 4 -fl -00 REND PER 02001DITS ask BW NAR DATE REVISOM 8Y APVO BP PRODUCTS NORTH AMERICA INC. 1990 Mannheim Road Des Plaines, IL SCALE 1- = 20' GI110. / AP'Vb: DATE: AUGUST 19, 2008 APPROVED; 0504. BY: D.LS. SS# 09785 CH1C0. BY: B.E.B. Mge Its U 1 1 1 Z. . E Graham Enterprises GRM73223 Exhibit B ,9LlLL-,9— t. 0 Page 17 of 18 • s Exhibit B ODEsPIINES ILLINOIS PUBLIC WORKS AND ENGINEERING DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5390 desplaines.org MEMORANDUM Date: July 7, 2016 To: Michael G. Bartholomew, MCP, LEED-AP, City Manager From: Jon Duddles, P.E., CFM, Assistant Director of Public Works and Engineering Timothy P. Oakley, P.E., CFM, Director of Public Works & Engineering mo Subject: Bid Notices for TIF #7 Orchard Place Improvements Issue: Plans and specifications for the TIF #7 Orchard Place Improvement project is nearing completion. This project will be ready for bid within the coming weeks. Analysis: The proposed work is as follows: • Street reconstruction from Higgins Road to Willow -Higgins Creek including the replacement and widening of pavement and base, replacement of curb and gutter, driveway aprons and various sidewalk, and re -grading of parkways. • Orchard Place Bridge Replacement including full replacement and widening of the existing bridge over Willow -Higgins Creek. • Installation of new water main on Orchard Place with extension under the Canadian National Railroad to the east and to Higgins Road to the south to loop the system. Recommendation: We recommend the TIF #7 Orchard Place Improvements be advertised for bid. Budgeted Funds —TIF #7 Fund. Page 1 of 1 CALL TO ORDER: MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF DES PLAINES, ILLINOIS HELD IN THE ELEANOR ROHRBACH MEMORIAL COUNCIL CHAMBERS, DES PLAINES CIVIC CENTER, MONDAY, JULY 5, 2016 The regular meeting of the City Council of the City of Des Plaines, Illinois, was called to order by Mayor Bogusz at 7:01 p.m. in the Eleanor Rohrbach Memorial Council Chambers, Des Plaines Civic Center on Monday, July 5, 2016. ROLL CALL: Roll call indicated the following Aldermen present: Haugeberg, Robinson, Rodd, Sayad, Brookman, Chester, Smith and Charewicz. A quorum was present. Also present were: City Manager Bartholomew, Assistant City Manager/Director of Finance Wisniewski, Economic Development Coordinator Pruss, Fire Chief Wax, Director of Human Resources Light, Police Chief Kushner, Director of Public Works and Engineering Oakley and General Counsel Weiss. PRAYER AND PLEDGE: SWEARING-IN CEREMONY/ NEW FIREFIGHTERS: PROCLAMATION: PRESENTATION: CITIZEN PART.: CITY CLERK ANNOUNCEMENTS: CONSENT AGENDA: The opening prayer was given by Alderman Chester, followed by the Pledge of Allegiance to the Flag of the United States of America. Mayor Bogusz introduced and administered the Oath of Office to the following new Firefighter/Paramedics: Scott Humphries, Robert Chapman and James Brooks. Mayor Bogusz presented a Proclamation to members of the Western Golf Association and the Scholars proclaiming July 5, 2016 as Evans Scholars Day. Resident Zachary Stellberg addressed the City Council presenting an update on branding and marketing. Resident Robert Niemotka addressed the City Council commenting on the good quality productions offered at the Leela Theater. City Clerk Ludwig announced that the Optimist Club was hosting the movie "Hotel Transylvania 2" on Friday, July 7 starting around 8:00 p.m. at Lake Park. Motion by Rodd, seconded by Sayad, to establish the Consent Agenda except for Items 3, 3a, 7, 7a and 8. Motion declared carried. Motion by Smith, seconded by Charewicz, to approve the Consent Agenda. Upon roll call, the vote was: AYES: 6-Haugeberg, Robinson, Rodd, Sayad, Smith, Charewicz NAYS: 0 -None ABSENT: 2-Brookinan, Chester Motion declared carried. CONSENT AGENDA: (Coned) APPROVE NEW CLASS E LIQ. LIC./ 1165 LEE STREET: Consent Agenda Ordinance M-19-16 APPROVE NEW CLASS M L1O. LIC./ 2380 SOUTH RIVER ROAD: Consent Agenda Ordinance M-20-16 APPROVE SECOND RENEWAL 10 - YEAR AGR./ BUS SHELTERS: Resolution R-101-16 APPROVE NEW MASTER CONTRACT FOR PROF. ENG. SVCS.: Page 2 of 11 7/5/16 Staff recommendations and requests were approved; Resolutions R-102-16, R- 103-16 and R-105-16 were adopted; Ordinances M-19-16 and M-20-16 were placed on First Reading; and Minutes of the Regular Council Meeting of June 20, 2016 and Closed Session of June 20, 2016 were approved. Moved by Smith, seconded by Charewicz, to concur with Staff recommendation to approve new Class E Liquor License for Primos Restaurant I, Inc., d/b/a El Fast Burrito, 1165 Lee Street; and further recommend to place on First Reading Ordinance M-19-16, AN ORDINANCE AMENDING THE CITY CODE TO ADD ONE CLASS E LIQUOR LICENSE. Motion declared carried as approved unanimously under Consent Agenda. Moved by Smith, seconded by Charewicz, to concur with Staff recommendation to approve new Class M Liquor License for R&T Mobile, Inc., 2380 S. River Road; and further recommend to place on First Reading Ordinance M-20-16, AN ORDINANCE AMENDING THE CITY CODE TO ADD ONE CLASS M LIQUOR LICENSE. Motion declared carried as approved unanimously under Consent Agenda. Discussion was held. Director of Public Works and Engineering Oakley answered questions from the Aldermen. Staff was requested to find out what other communities do regarding an agreement for bus shelter advertising agreements. Moved by Brookman, seconded by Sayad, to direct Staff to negotiate a five-year contract for the second renewal of an agreement with the Illinois Convenience & Safety Corporation (IC&SC) for the continued service of installing and maintaining advertising bus shelters within City limits with City compensation increasing to 20% of annual advertising revenues. Upon roll call, the vote was: AYES: 8-Haugeberg, Robinson, Rodd, Sayad, Brookman, Chester, Smith, Charewicz NAYS: 0 -None ABSENT: 0 -None Motion declared carried. Moved by Smith, seconded by Charewicz, to concur with Staff recommendation to approve new master contract for professional engineering services with MWH Americas, Inc., 350 North Orleans Street, Chicago, Illinois; and further recommend to adopt Resolution R-102-16, A RESOLUTION APPROVING A MASTER CONTRACT WITH MWH AMERICAS, INC., FOR Consent Agenda Resolution R-102-16 APPROVE CHANGE ORDER NO. 1 TO TASK ORDER NO. 8/ MASTER CONTRACT/ ENG. DESIGN SVCS. Consent Agenda Resolution R-103-16 APPROVE OFFICIAL MOTTO OF CITY: Consent Agenda Resolution R-105-16 RESCIND RESOLUTION RELATED TO MARKETING STRATEGY/ CITY LOGO/ TAGLINE: Resolution R-106-16 Page 3 of 11 7/5/16 PROFESSIONAL ENGINEERING SERVICES. Motion declared carried as approved unanimously under Consent Agenda. Moved by Smith, seconded by Charewicz, to concur with Staff recommendation to approve Change Order No. 1 to Task Order No. 8 in the amount of $52,750.00 from Christopher B. Burke Engineering, Ltd., 9575 West Higgins Road, Suite 600, Rosemont, Illinois (Budgeted Funds — TIF #1 Funds); and further recommend to adopt Resolution R-103-16, A RESOLUTION APPROVING CHANGE ORDER NO. 1 TO TASK ORDER NO. 8 UNDER A MASTER CONTRACT WITH CHRISTOPHER B. BURKE, LTD., FOR ENGINEERING DESIGN SERVICES. Motion declared carried as approved unanimously under Consent Agenda. Moved by Smith, seconded by Charewicz, to concur with Staff recommendation to approve "The City of Destiny" as the Official Motto of the City of Des Plaines; and further recommend to adopt Resolution R-105-16, A RESOLUTION CONFIRMING "THE CITY OF DESTINY" AS THE OFFICIAL MOTTO OF THE CITY OF DES PLAINES. Motion declared carried as approved unanimously under Consent Agenda. Discussion was held. Moved by Brookman, seconded by Chester, to refer Resolution R-106-16, A RESOLUTION RESCINDING RESOLUTION R-206-15 REGARDING EXPENDITURES FOR USE OF THE CITY'S LOGO AND TAGLINE to the Finance and Administration Committee. Following discussion, Alderman Brookman withdrew his motion and Alderman Chester withdrew his second. General Counsel Weiss reviewed Council Rule 15 regarding a motion to lay on the table. Moved by Brookman, seconded by Sayad, to table Resolution R-106-16, A RESOLUTION RESCINDING RESOLUTION R-206-15 REGARDING EXPENDITURES FOR USE OF THE CITY'S LOGO AND TAGLINE. Upon roll call, the vote was: AYES: 3-Sayad, Brookman, Chester NAYS: 5-Haugeberg, Robinson, Rodd, Resolution R-106-16 (Cont'd) ORDINANCE M-18-16 AMEND CITY CODE/ COMPENSATION PLAN/ ADD POSITION/ ASST. DIRECTOR COMMUNITY DEVELOPMENT: MINUTES/ REGULAR MTG.: Consent Agenda Page 4 of 11 7/5/16 Smith, Charewicz ABSENT: 0 -None Motion declared failed. Moved by Rodd, seconded by Charewicz, to call for the vote to adopt Resolution R-106-16, A RESOLUTION RESCINDING RESOLUTION R-206-15 REGARDING EXPENDITURES FOR USE OF THE CITY'S LOGO AND TAGLINE. Upon roll call, the vote was: AYES: 3 -Rodd, Smith, Charewicz NAYS: 5-Haugeberg, Robinson, Sayad, Brookman, Chester ABSENT: 0 -None Motion declared failed. Discussion was held. Moved by Haugeberg, seconded by Robinson, to postpone Resolution R-106-16, A RESOLUTION RESCINDING RESOLUTION R-206-15 REGARDING EXPENDITURES FOR USE OF THE CITY'S LOGO AND TAGLINE to the next Regular City Council Meeting of July 18, 2016. Upon roll call, the vote was: AYES: 5-Haugeberg, Robinson, Sayad, Brookman, Chester NAYS: 3 -Rodd, Smith, Charewicz ABSENT: 0 -None Motion declared carried. Staff was directed to report at the July 18 City Council meeting on expenditures to date and upcoming expenditures regarding the City's logo and tagline. Discussion was held. Staff was directed to amend Ordinance M-18-16 regarding the position of Assistant Director of Community Development by adding "retroactive to June 1, 2016". Moved by Robinson, seconded by Sayad, to adopt Ordinance M-18-16, AN ORDINANCE AMENDING CHAPTER 8 OF TITLE 1 OF THE CITY OF DES PLAINES CITY CODE, AS AMENDED. Upon roll call, the vote was: AYES: 8-Haugeberg, Robinson, Rodd, Sayad, Brookman, Chester, Smith, Charewicz NAYS: 0 -None ABSENT: 0 -None Motion declared carried. Moved by Haugeberg, seconded by Chester, to approve Minutes of Regular City Council Meeting of June 20, 2016, as published. Motion declared carried as approved unanimously under Consent Agenda. MINUTES/ CLOSED SESSION: Consent Agenda WARRANT REGISTER: MAJOR VARIATIONS/ ELECTRONIC MESSAGE BOARD/ 1990 MANNHEIM RD.: Page 5 of 11 7/5/16 Moved by Haugeberg, seconded by Chester, to approve Minutes of Closed Session of June 20, 2016. Motion declared carried as approved unanimously under Consent Agenda. MAYOR BOGUSZ DECLARED THAT THE CITY COUNCIL WAS NOW RESOLVED INTO A COMMITTEE OF THE WHOLE FINANCE & ADMINISTRATION: — Alderman Smith, Chair Alderman Sayad stated that he objects to paying invoices from Holland & Knight because we could get them cheaper by an outside or in house service. Resident Wayne Serbin addressed the Committee of the Whole suggesting that the City Council settle the issue of outside legal services versus in house services once and for all. Moved by Haugeberg, seconded by Robinson, to recommend to the City Council approval of the June 20, 2016 — Warrant Register, in the total amount of $3,784,773.24; and further recommend that Resolution R-104-16 be adopted at appropriate time this evening. Motion declared carried. COMMUNITY DEVELOPMENT — Alderman Charewicz, Chair Economic Development Coordinator Pruss reviewed her Memorandum dated June 23, 2016 regarding consideration of Major Sign Variations at 1990 Mannheim Road. The petitioner, Mary Clauss, 165 Tubeway Drive, Carol Stream, Illinois, is requesting variations to (1) Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet away from a residential district, and (2) Section 12-11- 5.A.3 to allow the pole sign constructed with a 0' setback from Mannheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. At its June 14, 2016 meeting, the Planning and Zoning Board of Appeals recommended (7-0) that the City Council approve the variations to (1) Section 12-11-6.B of the 1998 City of Des Plaines Zoning Ordinance, as amended, to install an electronic message board within 250 feet away from a residential district, and (2) Section 12-11-5.A.3 to allow the pole sign constructed with a 0' setback from Mannheim Road and 1' setback from Howard Avenue, where a minimum of 5' is required from the property lines. Staff also recommended approval. Ms. Pruss answered questions from the Aldermen. 9� 1990 MANNHEIM RD.: (Cont'd) POSSIBLE ANNEXATION/ 300 NORTH EAST RIVER RD.: PRELIMINARY PUD/ 2985-3003 MANNHEIM RD.; 3011-3045 ORCHARD PLACE: 10194. 10246 AND 10256 HIGGINS RD. (EXCLUDING 3067 MANNHEIM RD.): APPROVE SALE OF CITY OWNED PROPERTY/ 2985- 3003 MANNHEIM RD.; 3011-3045 ORCHARD PLACE; 10194, Page 6 of 11 7/5/16 Moved by Brookman, seconded by Chester, to recommend to the City Council approval of the major variations requested for an electronic message board at 1990 Mannheim Road and that Ordinance Z-11-16 be adopted at appropriate time this evening. Motion declared carried. A Memorandum dated June 14, 2016 to City Manager Bartholomew from Economic Development Coordinator Pruss regarding a possible annexation of 300 North East River Road (unincorporated) requested by Dubin Consulting, Inc., a real estate developer, was discussed. Staff recommended that the City Council provide guidance to staff regarding the desirability of the proposed development and which method of zoning is most appropriate. Mr. David Dubin, President of The Dubin -Guru Group and Mr. Bernard I. Citron of Thompson Coburn LLP appeared before the City Council answering questions from the Aldermen. Each alderman gave their comments regarding annexation of this property and the proposed use. Aldermen Haugeberg and Robinson stated they were not interested in the annexation and proposed use. Aldermen Rodd, Brookman, Chester, Smith and Charewicz were open to the annexation and proposal. Alderman Sayad was in agreement if the proposed project complied with City codes. City Manager Bartholomew reviewed a Memorandum dated July 1, 2016 from Economic Development Coordinator Pruss regarding a Preliminary Planned Unit Development (PUD) for The Orchards at O'Hare, a Commercial PUD under Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, for property located south of I-90, North of Higgins Road and West of the Canadian National Railroad Tracks, Addresses Including, but not Limited to 2985-3003 Mannheim Road, 3011-3045 Orchard Place, and 10194, 10246 and 10256 Higgins Road, Des Plaines, Illinois, but Specifically Excluding 3067 Mannheim Road, Case #16 -027 -PUD -SUB (6th Ward). City Manager Bartholomew answered questions from the Aldermen. Mr. Bimol Doshi of O'Hare Real Estate and Attorney Gregory Dose appeared before the Aldermen answering questions. Moved by Haugeberg, seconded by Chester, to recommend to the City Council approval of the preliminary PUD and that Ordinance Z-12-16 be adopted at appropriate time this evening. Motion declared carried. City Manager Bartholomew reviewed a Memorandum dated July 1, 2016 from Stewart Weiss, City Attorney, Holland & Knight and Economic Development Coordinator Pruss regarding amending agreements for the redevelopment of City -owned property at Mannheim and Higgins Roads, TIF #7 (01' Ward). Mr. John Imreibe, owner of the Royal Touch carwash, addressed the Committee of the Whole regarding ownership of each business in TIF #7 and the size of the proposed carwash. 10246 AND 10256 HIGGINS RD.: APPROVE SALE OF CITY OWNED PROPERTY/ 2985- 3003 MANNHEIM RD.. 3011-3045 ORCHARD PLACE: 10194. 10246 AND 10256 HIGGINS RD.: UPDATE/ DISCUSSION/ ETHICS VIOLATIONS: UPDATE/ DISCUSSION/ COMMUNITY VICTORY GARDEN: Page 7 of 11 7/5/16 Moved by Haugeberg, seconded by Chester, to recommend to the City Council approval of the preliminary PUD and that Ordinance M-21-16 be adopted at appropriate time this evening. Motion declared carried. Moved by Haugeberg, seconded by Chester, to recommend to the City Council approval of the amended agreements for the redevelopment of City -owned property at Mannheim and Higgins Roads (TIF #7) and that Ordinance Z-10-16 be adopted at appropriate time this evening. Motion declared carried. LEGAL AND LICENSING: — Alderman Haugeberg, Chair Alderman Haugeberg gave an update regarding an investigation of the release of confidential information by an elected official and/or a staff member. A letter dated June 24, 2016 was mailed by General Counsel Friedman to Mr. Don Pechous, Deputy State's Attorney of the Cook County State's Attorney's Office, requesting an investigation to determine the identity of the individual or individuals who provided some or all of an 11 -page document containing confidential information regarding the status of pending "litigation" involving the City and marked "Confidential/Attorney-Client Privileged" was provided to a local reporter without authorization from the City Council. Discussion was held. Discussion was held. Alderman Sayad requested reporter Christopher Placek of the Daily Herald newspaper to come forward to answer a question regarding release of confidential information. When asked about the source who provided the document, Mr. Placek stated he could not reveal his sources. Staff was directed to contact the Illinois Attorney General requesting an investigation of a violation of the City's Code of Ethics. COMMUNITY SERVICES — Aldennan Chester, Chair Alderman Chester reviewed details of a proposed Community Victory Garden. Mrs. Erin Moy of the Des Plaines Youth Commission presented details of a proposed location, layout of the garden, start-up budget request, listed a few successful community gardens and pointed out that this effort would build community relationships as well. Discussion was held. COMMUNITY VICTORY GARDEN: (Coned) NEW BUSINESS: WARRANT REGISTER: Resolution R-104-16 MAJOR VARIATIONS/ ELECTRONIC MESSAGE BOARD/ 1990 MANNHEIM RD.: Ordinance Z-11-16 ORDINANCE Z-11-16 MAJOR VARIATIONS/ ELECTRONIC MESSAGE BOARD/ 1990 MANNHEIM RD.: Page 8 of 11 7/5/16 Moved by Sayad, seconded by Smith, to direct Staff to prepare a Resolution authorizing the use of City property at the corner of Prospect and Linden and authorizing a budget of $5,140. Aldermen Haugeberg, Robinson, Sayad, Brookman, Chester and Smith agreed. Aldermen Rodd and Charewicz did not agree. Motion declared carried. MAYOR BOGUSZ ASSUMED THE CHAIR AND DECLARED THE CITY COUNCIL BACK IN SESSION. Moved by Smith, seconded by Chester, to concur with recommendation of Committee of the Whole to adopt Resolution R-104-16, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DES PLAINES THAT THE FOLLOWING BILLS ARE DUE AND PAYABLE AND THAT THE MAYOR AND CITY CLERK BE AND ARE HEREBY AUTHORIZED TO MAKE PAYMENT FOR SAME. Total: $3,784,773.24. Upon roll call, the vote was: AYES: 8-Haugeberg, Robinson, Rodd, Sayad, Brookman, Chester, Smith, Charewicz NAYS: 0 -None ABSENT: 0 -None Motion declared carried. Moved by Charewicz, seconded by Smith, to concur with recommendation of Committee of the Whole to place on First Reading Ordinance Z-11-16, AN ORDINANCE APPROVING VARIATIONS FROM SECTIONS 12-11-6.B AND 12-11-5.A.3 OF THE CITY OF DES PLAINES ZONING ORDINANCE AT 1990 MANNHEIM ROAD, DES PLAINES, ILLINOIS. (CASE #16-023- V). Upon roll call, the vote was: AYES: 8-Haugeberg, Robinson, Rodd, Sayad, Brookman, Chester, Smith, Charewicz NAYS: 0 -None ABSENT: 0 -None Motion declared carried. Moved by Charewicz, seconded by Rodd, to advance to Second Reading and adopt Ordinance Z-11-16, AN ORDINANCE APPROVING VARIATIONS FROM SECTIONS 12-11-6.B AND 12-11-5.A.3 OF THE CITY OF DES PLAINES ZONING ORDINANCE AT 1990 MANNHEIM ROAD, DES PLAINES, ILLINOIS. (CASE #16-023-V). Upon roll call, the vote was: AYES: 2 -Rodd, Charewiczd0— NAYS: 6-Haugeberg, Robinson, Sayad, Brookman, Chester, Smith ABSENT: 0 -None Motion declared failed. PRELIMINARY PUD/ 2985-3003 MANNHEIM RD.; 3011-3045 ORCHARD PLACE. 10194, 10246 AND 10256 HIGGINS RD. (EXCLUDING 3067 MANNHEIM RD.): Ordinance Z-12-16 ORDINANCE Z-12-16 PRELIMINARY PUD/ 2985-3003 MANNHEIM RD.; 3011-3045 ORCHARD PLACE; 10194, 10246 AND 10256 HIGGINS RD. (EXCLUDING 3067 MANNHEIM RD.): APPROVE SALE OF CITY OWNED PROPERTY/ 2985- 3003 MANNHEIM RD.; 3011-3045 ORCHARD PLACE. 10194. 10246 AND 10256 HIGGINS RD.: Ordinance M-21-16 ORDINANCE M-21-16 APPROVE SALE OF CITY OWNED PROPERTY/ 2985 - Page 9 of 11 7/5/16 Moved by Charewicz, seconded by Haugeberg, to concur with recommendation of Committee of the Whole to place on First Reading Ordinance Z-12-16, AN ORDINANCE APPROVING A PRELIMINARY PLANNED UNIT DEVELOPMENT FOR 2985-3003 MANNHEIM ROAD, 3011-3045 ORCHARD PLACE, AND 10194, 10246 AND 10256 HIGGINS ROAD, DES PLAINES, ILLINOIS. (CASE #16 -027 -SUB -PUD). Upon roll call, the vote was: AYES: 8-Haugeberg, Robinson, Rodd, Sayad, Brookman, Chester, Smith, Charewicz NAYS: 0 -None ABSENT: 0 -None Motion declared carried. Moved by Charewicz, seconded by Haugeberg, to advance to Second Reading and adopt Ordinance Z-12-16, AN ORDINANCE APPROVING A PRELIMINARY PLANNED UNIT DEVELOPMENT FOR 2985-3003 MANNHEIM ROAD, 3011-3045 ORCHARD PLACE, AND 10194, 10246 AND 10256 HIGGINS ROAD, DES PLAINES, ILLINOIS. (CASE #16 -027 - SUB -PUD). Upon roll call, the vote was: AYES: 6-Haugeberg, Robinson, Rodd, Sayad, Smith, Charewicz NAYS: 2 -Brookman, Chester ABSENT: 0 -None Motion declared carried. Moved by Charewicz, seconded by Smith, to concur with recommendation of Committee of the Whole to place on First Reading Ordinance M-21-16, AN ORDINANCE APPROVING THE SALE OF CITY OWNED PROPERTY LOCATED AT 2985-3003 MANNHEIM ROAD, 3011-3045 ORCHARD PLACE AND 10194, 10246 AND 10256 HIGGINS ROAD, DES PLAINES, ILLINOIS, AN AMENDED AND RESTATED REDEVELOPMENT AND ECONOMIC INCENTIVE AGREEMENT, AS WELL AS FIRST AMENDMENTS TO SALE, PURCHASE, AND ESCROW AGREEMENT AND PURCHASE OPTION AGREEMENT. Upon roll call, the vote was: AYES: 6-Haugeberg, Robinson, Rodd, Sayad, Smith, Charewicz NAYS: 2 -Brookman, Chester ABSENT: 0 -None Motion declared carried. Moved by Charewicz, seconded by Haugeberg, to advance to Second Reading and adopt Ordinance M-21-16, AN ORDINANCE APPROVING THE SALE OF CITY OWNED PROPERTY LOCATED AT 2985-3003 MANNHEIM ROAD, 3011-3045 ORCHARD PLACE AND 10194, 10246 AND 10256 HIGGINS ROAD, DES PLAINES, ILLINOIS, AN AMENDED AND RESTATED �k� 3003 MANNHEIM RD.; 3011-3045 ORCHARD PLACE; 10194. 10246 AND 10256 HIGGINS RD.: ORDINANCE APPROVING THE VACATION OF ORCHARD PLACE RIGHT OF WAY: Ordinance Z-10-16 ORDINANCE Z-10-16 ORDINANCE APPROVING THE VACATION OF ORCHARD PLACE RIGHT OF WAY: CONSIDERATION OF ESTABLISHING PROCESS, PROCEDURE AND AUTHORIZATION FOR FLYING OF FLAGS ON/OVER CITY -OWNED. LEASED. OR OTHERWISE CONTROLLED BUILDINGS/ PROPERTY: Page 10 of 11 7/5/16 REDEVELOPMENT AND ECONOMIC INCENTIVE AGREEMENT, AS WELL AS FIRST AMENDMENTS TO SALE, PURCHASE, AND ESCROW AGREEMENT AND PURCHASE OPTION AGREEMENT. Upon roll call, the vote was: AYES: 6-Haugeberg, Robinson, Rodd, Sayad, Smith, Charewicz NAYS: 2 -Brookman, Chester ABSENT: 0 -None Motion declared carried. Moved by Charewicz, seconded by Robinson, to concur with recommendation of Committee of the Whole to place on First Reading Ordinance Z-10-16, A ORDINANCE VACATING THE ORCHARD PLACE RIGHT OF WAY. Upon roll call, the vote was: AYES: 6-Haugeberg, Robinson, Rodd, Sayad, Smith, Charewicz NAYS: 2 -Brookman, Chester ABSENT: 0 -None Motion declared carried. Moved by Charewicz, seconded by Haugeberg, to advance to Second Reading and adopt Ordinance Z-10-16, A ORDINANCE VACATING THE ORCHARD PLACE RIGHT OF WAY. Upon roll call, the vote was: AYES: 6-Haugeberg, Robinson, Rodd, Sayad, Smith, Charewicz NAYS: 2 -Brookman, Chester ABSENT: 0 -None Motion declared carried. At the request of Aldermen Brookman, Sayad, and Chester, consideration was requested regarding the process, procedure, and authorization for the flying of flags on/over City -owned, leased, or otherwise controlled property. Discussion was held. Moved by Brookman, seconded by Chester, that a policy is created that no flag, other than the flags of the United States, the State of Illinois, the City of Des Plaines, and the POW -MIA flag, can be flown on/over any City of Des Plaines owned, leased, or otherwise controlled building or property without the formal approval of the City Council by a Resolution passed by a majority vote of the Des Plaines City Council. Upon roll call, the vote was: AYES: 5-Haugeberg, Robinson, Sayad, ci491V Brookman, Chester NAYS: 3 -Rodd, Smith, Charewicz ABSENT: 0 -None Motion declared carried. Page 11 of 11 7/5/16 ADJOURNMENT: Meeting adjourned at 11:36 p.m. Gloria J. Ludwig, MMC — CIT 41 LERK APPROVED BY ME THIS DAY OF , 2016 Matthew J. Bogusz, MAYOR ODEs PLAINEs ILLINOIS FINANCE DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5300 desplaines.org MEMORANDUM Date: July 7, 2016 To: Michael G. Bartholomew, City Manager From: Dorothy Wisniewski, Assistant City Manager/Director of Finance Subject: Resolution R-111-16, July 18, 2016 Warrant Register Recommendation: I recommend that the City Council approve the July 18, 2016 Warrant Register Resolution R-111-16. Warrant Register $3,355,375.24 Estimated General Fund Balance Balance as of 05/31/2016: $16.558,314 Please use caution when evaluating this number as revenues fluctuate dramatically from month to month due to delays in receiving sales tax revenue from the State and 15` & 2nd installments of property tax revenue. Page 1 of 25 CITY OF DES PLAINES RESOLUTION R-111-16 Be it resolved by the City Council of the City of Des Plaines that the following bills are due and payable and that the Mayor and City Clerk be and are hereby authorized to make payment for same. July 18, 2016 Page 2 of 25 Line # Org Account. City of Des Plaines Warrant Register 07/18/2016 Vendor Invoice Invoice Desc Amount 1 Fund: 100 - General Fund 2 00 4300 Vehicle Licenses 6237 Sulkollari, Jorida Refund 06/22/16 Vehicle Sticker Refund 06/22/2016 30.00 3 00 4300 Vehicle Licenses 4690 Tac Customs Brokers Inc Refund 05/31/16 Vehicle Sticker Refund 05/31/2016 30.00 4 00 4300 Vehicle Licenses 6245 Kruczinski, Susan C Refund 06/08/16 Vehicle Sticker Refund 06/08/2016 10.00 5 00 4300 Vehicle Licenses 6246 Jaeger, Mary F Refund 06/02/16 Vehicle Sticker Refund 06/02/2016 5.00 6 00 4300 Vehicle Licenses 6250 Reda, Robert C Refund 06/08/16 Vehicle Sticker Refund 06/08/2016 15.00 7 00 4300 Vehicle Licenses 6261 Torbik, Scott Refund 05/23/16 Vehicle Sticker Refund 05/23/2016 15.00 8 00 4300 Vehicle Licenses 6260 Martin, Catherine M Refund 05/23/16 Vehicle Sticker Refund 05/23/2016 5.00 9 00 4300 Vehicle Licenses 6255 Shummon, Cal Refund 05/27/16 Vehicle Sticker Refund 05/27/2016 2.50 10 00 4300 Vehicle Licenses 6256 Turner, Susan Refund 06/01/16 Vehicle Sticker Refund 06/01/2016 60.00 11 00 4300 Vehicle Licenses 6258 Rehabilitation Networks Inc Refund 06/08/16 Vehicle Sticker Refund 06/08/2016 35.00 12 00 4300 Vehicle Licenses 6252 HMS Media Inc Refund 06/08/16 Vehicle Sticker Refund 06/08/2016 90.00 13 00 4300 Vehicle Licenses 6251 Sowa, Walter Refund 06/08/16 Vehicle Sticker Refund 06/08/2016 2.50 14 00 4300 Vehicle Licenses 6253 Inocencio, Eddie C Refund 06/08/16 Vehicle Sticker Refund 06/08/2016 30.00 15 00 4300 Vehicle Licenses 6254 Willis, Catherine E Refund 06/09/16 Vehicle Sticker Refund 06/09/2016 2.50 16 00 4300 Vehicle Licenses 6259 Larek, Charles A Refund 06/15/16 Vehicle Sticker Refund 06/15/2016 75.00 17 00 4300 Vehicle Licenses 6257 Villegas, Maria Refund 07/01/16 Vehicle Sticker Refund 07/01/2016 30.00 18 00 4300 Vehicle Licenses 6248 Chavez, Maria Refund 05/31/16 Vehicle Sticker Refund 05/31/2016 30.00 19 00 4300 Vehicle Licenses 6249 Webster Electric Company Refund 07/01/16 Vehicle Sticker Refund 07/01/2016 140.00 20 00 4400 Building Permits 6236 Cobb, Keith 2016-06000040 Sewer Permit Refund Issued 06/03/2016 300.00 21 00 4630 Resident Ambulance Fees 6262 Ciampi, Joseph 16-0016686 Medical Reimbursement DOS 04/30/2016 80.00 22 00 4631 Nonresident Ambulance Fees 1459 Blue Cross Blue Shield of Illinois 16-0002900 Medical Reimbursement DOS 01/21/2016 996.50 23 Total 00 - Non Departmental 1,984.00 24 Elected Office 25 10 5310 Membership Dues 1503 Rotary Club of Des Plaines 3457 1st Qtr 2016 Dues - City Clerk 480.00 26 10 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 629.10 27 10 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 60.77 28 10 6100 Publication of Notices 1050 Journal & Topics 169974 Legal Notice - Treasurers Report 06/22/2016 2,100.00 Page 3 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account City Administration Vendor Invoice Invoice Desc Amount 29 10 6100 Publication of Notices 1069 Paddock Publications Inc T4442724 Legal Notice - IEMA FEMA Grant 15 Acquisitions 06/06- 06/08/2016 222.75 30 10 6100 Publication of Notices 1069 Paddock Publications Inc T4442723 Legal Notice - IEMA FEMA Grant 47 Acquisitions 06/06- 06/08/2016 214.65 31 10 6100 Publication of Notices 1069 Paddock Publications Inc T4443377 Legal Notice - One Ford F450 Truck 06/09/2016 33.75 32 10 7550 Miscellaneous Expenses 1268 Northwest Municipal Conference 10044 2016 NWMC Annual Gala - 5 Dinners 300.00 33 10 7550 Miscellaneous Expenses 1268 Northwest Municipal Conference 10044 Clerk 2016 NWMC Annual Dinner - City Clerk 75.00 34 Total 10 - Elected Office 2016-2017 4,116.02 35 City Administration 36 20 5310 Membership Dues 1076 Sam's Club Direct 99999 Sam's Club Membership - Media Dir 2015-2016 15.00 37 20 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Membership - Media Dir 2016-2017 15.00 38 20 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Membership -IT Tech 2016-2017 15.00 39 20 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Membership - HR Secretary 2016-2017 15.00 40 20 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Membership - HHS Soc Worker 2016-2017 15.00 41 20 5310 Membership Dues 1485 ILCMA - IL City/County Management Assoc 2016-2017 ILCMA Membership Renewal 07/01/2016 -06/30/2017 -HR Director 65.00 42 20 5315 Tuition Reimbursements 6213 Dyer, Pete TRP -2015-16 Tuition Reimbursement -Spring 15/Spring-16/Fa1116 967.25 43 20 5530 Employee Assistance Program 4651 Perspectives 84257 July 2016 Employee Assistance Program 542.50 44 20 6000 Professional Services 5764 GovTempUSA LLC 1991928 Personnel Temporary Services Week Ending 05/29/16 1,960.00 45 20 6000 Professional Services 5764 GovTempUSA LLC 1991929 Personnel Temporary Services Week Ending 06/05/2016 1,862.00 46 20 6000 Professional Services 5764 GovTempUSA LLC 2002903 Personnel Temporary Services Week Ending 06/12/2016 1,960.00 47 20 6000 Professional Services 5764 GovTempUSA LLC 2002904 Personnel Temporary Services Week Ending 06/19/2016 1,911.00 48 20 6009 Legal Fees - Admin Hearings/Prosecution s 1073 Bartel, Raymond 16-12 Legal Services 6/17-6/28/2016 1,192.50 49 20 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 546.03 50 20 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 60.77 51 20 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 436.22 52 20 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 114.03 Page 4 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Finance Vendor Invoice Invoice Desc Amount 53 20 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 76.04 54 20 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 228.06 55 20 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 60.77 56 20 6100 Publication of Notices 1485 ILCMA - IL City/County Management Assoc 538 Job Ad-Maint. Opr.-Sewer System Maint. 06/27- 07/15/2016 50.00 57 20 6100 Publication of Notices 2489 American Planning Association 0545 Job Ad -Senior Planner/CED 06/17-06/30/2016 100.00 58 20 6110 Printing Services 1106 Chromatech Printing Inc 7104/24407 10 Health & Human Services Notepads 174.00 59 20 6110 Printing Services 1119 Chicago Office Technology Group Inc IN529800 Copy Charges 05/22-6/21/2016 V7253, X7254 67.25 60 20 6110 Printing Services 1119 Chicago Office Technology Group Inc IN517721 Copy Charges 06/01- 06/30/2016 X1427 52.84 61 20 6195 Miscellaneous Contractual Services 1060 Municipal GIS Partners Inc 3052 2016 Costs for Citizen Service Request Study Group 05/2016 275.00 62 20 6195 Miscellaneous Contractual Services 5798 Fokoz 404 Design and Layout of July 2016 Digest 2,400.00 63 20 6530 Subsidy - Community Outreach 1070 Park Ridge Taxi & Livery LTD 00002251 Subsidized Taxi Voucher Program May 2016 & Emergency Assistance 102.90 64 20 6550 Subsidy - Senior Citizen Cab Service 1070 Park Ridge Taxi & Livery LTD 00002251 Subsidized Taxi Voucher Program May 2016 & Emergency Assistance 2,277.00 65 20 7000 Office Supplies 1220 Runco Office Supply 651789-0 8.5 x 11 Card Stock and Photo Paper 47.57 66 20 7005 Printer Supplies 1505 Clifford -Wald & Co IN00097249 6 Ink Cartridges for Engineering Plotter 644.28 67 20 7500 Postage & Parcel 1041 Federal Express 5-457-22139 Delivery Services 05/24- 06/16/2016 16.97 68 20 7500 Postage & Parcel 1041 Federal Express 5-457-22139 Delivery Services 05/24- 06/16/2016 14.49 69 Total 20 - City Administration 18,279.47 70 Finance 71 30 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Principal Membership - Finance Dir 2016- 2017 45.00 72 30 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 186.74 73 30 7500 Postage & Parcel 1041 Federal Express 5-457-22139 Delivery Services 05/24- 06/16/2016 140.65 74 Total 30 - Finance 372.39 75 Community Development 76 40 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Membership - CED Supt 2016-2017 15.00 Page 5 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Public Works & Engineering Vendor Invoice Invoice Desc Amount 77 40 6000 Professional Services 1398 Gremley & Biedermann 136107 Separate Legal Descriptions - TIF 7 - 06/13/2016 325.00 78 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60894 Elevator Plan Review 6/20/2016 40.00 79 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60893 Elevator Plan Review 6/20/2016 40.00 80 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60892 Elevator Plan Review 6/20/2016 40.00 81 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60942 Elevator Inspection 6/9/2016 75.00 82 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60943 Elevator Inspection 6/14/2016 75.00 83 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60946 2 Elevator Inspections 6/14/2016 150.00 84 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60945 2 Elevator Inspections 6/14/2016 150.00 85 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60944 Elevator Inspection 6/16/2016 75.00 86 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60950 14 Regular and 5 Re- Inspections for Elevators 06/14- 06/16/2016 406.00 87 40 6000 Professional Services 3309 Elevator Inspection Services Inc 60984 Elevator Plan Review 06/27/2016 40.00 88 40 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 525.57 89 40 6100 Publication of Notices 1050 Journal & Topics 1169860 Planning and Zoning Board Legal Notices 6/10/2016 527.00 90 40 6110 Printing Services 1665 Classic Graphic Ind Inc 79513 1,100 Grass Cutting Violation Notices 5/26/2016 186.85 91 40 6195 Miscellaneous Contractual Services 4070 Cerabona, Gale M 54 Planning and Zoning Board Meeting Minutes 6/14/2016 93.75 92 40 6195 Miscellaneous Contractual Services 3092 1 -800 -Board Up SI -23964 Emergency Board -Up Services 6/7/2016 1,983.40 93 40 6601 Subsidy - Business Assistance 6242 Bohemians LLC BAG 06/29/2016 Business Assistance Grant Outdoor Dining 06/29/2016 10,000.00 94 40 7000 Office Supplies 1066 Office Depot 847363208001 Two Cases of Copy Paper 37.49 95 40 7000 Office Supplies 1066 Office Depot 847363208001 Two Cases of Copy Paper 37.49 96 40 7300 Uniforms 1538 Lands' End Business Outfitters SIN3958696 Uniforms for 14 Employees 1,000.00 97 40 7300 Uniforms 1538 Lands' End Business Outfitters SIN3958696 Uniforms for 14 Employees 419.29 98 Total 40 - Community Development 16,241.84 99 Public Works & Engineering 100 50 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Membership - PW Foreman & Crew Leader 2016- 2017 30.00 101 50 5325 Training 1252 NIPSTA 15325 Strategies for Building a Winning Team Class for Supt - 05/06/2016 75.00 102 50 5325 Training 1252 NIPSTA 15383 Leading Successful Mtgs - Supt & Foreman - 06/03/2016 100.00 103 50 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 417.88 Page 6 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Vendor Invoice Invoice Desc Amount 104 50 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 156.87 105 50 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 138.31 106 50 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 364.71 107 50 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 112.39 108 50 6040 Waste Hauling & Debris Removal 6047 Vintage Tech LLC 15798 E -Waste Recycling - 05/31/2016 723.62 109 50 6040 Waste Hauling & Debris Removal 1067 Orange Crush 7013 6.00 Cu Yds Asphalt Spoils Removed from PW Yard - 06/21/2016 135.00 110 50 6040 Waste Hauling & Debris Removal 1067 Orange Crush 7277 12.00 Cu Yds Asphalt Spoils Removed from PW Yard - 06/23/2016 120.00 111 50 6040 Waste Hauling & Debris Removal 6047 Vintage Tech LLC 15904 E -Waste Recycling - 06/14/2016 935.75 112 50 6135 Rentals - Uniforms 1029 Cintas #22 022325146 Mechanics Uniform Rental - 06/13/2016 117.25 113 50 6135 Rentals - Equipment 5593 Sunbelt Rentals Inc 60678718-001 Stump Grinder Rental - 05/31- 06/08/2016 1,786.74 114 50 6135 Rentals - Uniforms 1029 Cintas #22 022328239 Fleet Mechanics Uniform Rental - 06/20/2016 121.75 115 50 6145 Custodial Services 5343 ABC Commercial Inc 2016-06-16 Custodial Services 06/01 - 06/30/2016 4,424.70 116 50 6195 Miscellaneous Contractual Services 1029 Cintas #22 022327308 Mat Rental at Train Station & City Hall - 06/16/2016 326.66 117 50 6195 Miscellaneous Contractual Services 5399 Beary Landscape Management 24372 Additional 35 Cu Yds Mulch for Northwest Highway - 06/04/2016 1,750.00 118 50 6195 Miscellaneous Contractual Services 1741 Praxair Distribution Inc 72974360 Oxygen and Acetylene Rental - 04/21/2016 443.13 119 50 6195 Miscellaneous Contractual Services 1732 Traffic Control & Protection Inc 86820 Fabrication & Delivery 18 New Conditional Use Signs - 06/08/2016 1,950.30 120 50 6195 Miscellaneous Contractual Services 1355 MQ Construction Company 16-06-27 Remove & Replace Soundwall for ComEd 06/27/2016 9,200.00 121 50 6195 Miscellaneous Contractual Services 1029 Cintas #22 022330343 Mat Rental - City Hall 06/23/2016 211.23 122 50 6195 Miscellaneous Contractual Services 1178 Trugreen Limited Partnership 48897901 Vegetation Control - Riverwalk, Campground Rd & Rand Rd 06/21/20 1,048.32 123 50 6310 R&M Vehicles 1672 Power Equipment Leasing Company 23953 Boom Repair - PW #5051 - 05/25/2016 7,720.49 124 50 6310 R&M Vehicles 1278 Dave & Jim's Auto Body Inc 16484 Front End Alignment - PW #5043-06/15/2016 60.00 125 50 6310 R&M Vehicles 3213 Ehrhardt's RV Trailer Sales 27517 Trailer Hitch & Elec Receptacle- Police #6029 on 06/13/2016 400.00 Page 7 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Vendor Invoice Invoice Desc Amount 126 50 6310 R&M Vehicles 3213 Ehrhardt's RV Trailer Sales 27518 Trailer Hitch & Elec Receptacle- Police #6049 on 06/13/2016 400.00 127 50 6310 R&M Vehicles 1643 Golf Mill Ford 588774 Replace Evaporator Valve for Exhaust -Police #6064- 06/21/2016 214.77 128 50 6315 City Hall 2027 American National Skyline Inc B5234 Window Cleaning at City Hall & Police Building - 06/11/2016 1,159.00 129 50 6315 Police 2027 American National Skyline Inc B5234 Window Cleaning at City Hall & Police Building - 06/11/2016 191.00 130 50 6315 Public Works 1237 Pro -Line Door Systems Inc 77108 Garage Door Chain Repair - PW Asphalt Barn - 06/17/2016 1,091.05 131 50 6315 Public Works 5814 SafeWay Tuckpointing Company 6/17/2016 Brick Removal and Lintel Installation at PW Building - 06/09 -06/17 6,000.00 132 50 6315 Public Works 5814 SafeWay Tuckpointing Company 06/17/2016 Additional Brick for PW Window Installation 06/21/2016 750.00 133 50 6315 City Hall 1025 Bedco Inc 093463 July 2016 HVAC Maintenance Contract 772.50 134 50 6315 Other 1025 Bedco Inc 093463 July 2016 HVAC Maintenance Contract 257.50 135 50 6315 Fire Station #62 1525 Hastings Air -Energy Control Inc 162046 Service Call - Fire #62 - 06/17/2016 917.65 136 50 6315 Fire Station #63 1237 Pro -Line Door Systems Inc 77028 Service Call on Garage Door - Fire Station #63 - 06/06/2016 1,239.14 137 50 6315 City Hall 1025 Bedco Inc 093470 Leak in Air Handler - City Hall 6th Floor - 06/20/2016 480.00 138 50 7020 Supplies - Safety 1703 Prosafety Inc 2/824190 24 Prs of Jersey Gloves & 6 Boxes of Nitrile Gloves 60.00 139 50 7025 Supplies - Custodial 1029 Cintas #22 022327309 Soap, Glass Cleaner & Paper Products 194.97 140 50 7025 Supplies - Custodial 1028 Case Lots Inc 014048 Softsoap, Hand Towels, Toilet Paper- City Hall 526.80 141 50 7025 Supplies - Custodial 1029 Cintas #22 022330345 Soap, Toilet Paper, Degreaser, Glass Cleaner - PW 160.45 142 50 7030 Supplies - Tools & Hardware 1520 Russo Power Equipment 3241995 Telescoping Pole Pruner 249.99 143 50 7030 Supplies - Tools & Hardware 1732 Traffic Control & Protection Inc 86939 Sign Post Puller 580.00 144 50 7030 Supplies - Tools & Hardware 1047 Home Depot Credit Svcs 3595726 Socket Set - PW 99.00 145 50 7030 Supplies - Tools & Hardware 1047 Home Depot Credit Svcs 6562581 Wire Pliers - PW 24.97 146 50 7030 Supplies - Tools & Hardware 1047 Home Depot Credit Svcs 4583142 Pull Saw, 3 Piece Bar Kit, Caulk Gun - PW 69.66 147 50 7030 Supplies - Tools & Hardware 2012 Gard Specialists Co Inc 94837 Drill Bits, Cleaning Discs - PW 75.16 148 50 7030 Supplies - Tools & Hardware 1057 Menard Incorporated 71885 Return Rotary Tool Kit- PW (84.99) Page 8 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Vendor Invoice Invoice Desc Amount 149 50 7035 Supplies - Equipment R&M 1520 Russo Power Equipment 3241988 Replacement Parts for Chain Saws 126.49 150 50 7035 Supplies - Equipment R&M 1062 NAPA of Des Plaines 610102 Twister Swivel, Break Away, and Hose - PW Fuel Island 479.37 151 50 7035 Supplies - Equipment R&M 1062 NAPA of Des Plaines 610073 Hose Nozzle - PW Diesel Pump Fuel Island 5PW3 224.79 152 50 7040 Supplies - Vehicle R&M 1526 Global Emergency Products Inc AG50381 Brass 2" Flow Sensor - Fire #7602 944.91 153 50 7040 Supplies - Vehicle R&M 1053 Kimball Midwest 4980788 Grease Fittings, Connectors, Paint Sticks, Piping„ Etc - Stock 339.34 154 50 7040 Supplies - Vehicle R&M 1071 Pomp's Tire Service Inc DR1458586 2 Tires - PW #5043 284.78 155 50 7040 Supplies - Vehicle R&M 1071 Pomp's Tire Service Inc DR1458583 2 Tires - PW #5055 756.96 156 50 7040 Supplies - Vehicle R&M 1087 Ashland Inc 131637798 225 Gals Bulk Oil - Stock 1,631.70 157 50 7040 Supplies - Vehicle R&M 4328 Batteries Plus Bulbs 490-102848-01 2 Batteries, Battery Tender and Generator Charger -Fire 7508 & 7516 363.66 158 50 7040 Supplies - Vehicle R&M 1673 Chicago Parts & Sound LLC 766577 Filters, Brake Rotors & Brake Pads - Police - Stock 813.61 159 50 7040 Supplies - Vehicle R&M 1673 Chicago Parts & Sound LLC 767507 Brake Rotors - Police - Stock 335.28 160 50 7040 Supplies - Vehicle R&M 1643 Golf Mill Ford 399233P Nuts and Studs for Exhaust, Trans Tube for Dip Stick - PW #5078 291.30 161 50 7040 Supplies - Vehicle R&M 1643 Golf Mill Ford 399450P Tensioners - PW #5078 109.88 162 50 7040 Supplies - Vehicle R&M 1643 Golf Mill Ford 399452P Coolant Hoses - PW #5078 58.27 163 50 7040 Supplies - Vehicle R&M 4280 Rush Truck Centers of Illinois Inc 3002916381 2 Harnesses & Brake Light Switch - PW #5075 157.54 164 50 7040 Supplies - Vehicle R&M 4280 Rush Truck Centers of Illinois Inc 3002932355 2 Door Hinges - PW #5075 196.36 165 50 7040 Supplies - Vehicle R&M 4280 Rush Truck Centers of Illinois Inc 3002947398 12 Fuel Filters - PW - Stock 433.38 166 50 7040 Supplies - Vehicle R&M 4280 Rush Truck Centers of Illinois Inc 3002947512 4 Brake Dust Shields - PW #5075 169.56 167 50 7040 Supplies - Vehicle R&M 4280 Rush Truck Centers of Illinois Inc 3002978051 24 Brake Backing Plate Bolts - PW #5075 49.21 168 50 7040 Supplies - Vehicle R&M 6224 Bumper to Bumper 408-1019596 5 O -Rings for A/C - Fire 7701 6.45 169 50 7040 Supplies - Vehicle R&M 6224 Bumper to Bumper 408-1018988 Return 5 Exhaust Flanges - Fire 7406 (131.95) 170 50 7040 Supplies - Vehicle R&M 6224 Bumper to Bumper 408-1018476 4 Exhaust Flanges - Fire 7406 92.56 171 50 7040 Supplies - Vehicle R&M 6224 Bumper to Bumper 408-1018457 Exhaust Muffler, Pipes, Flanges, Clamps, and Gaskets - Fire 7406 275.49 172 50 7040 Supplies - Vehicle R&M 1078 Acme Truck Brake & Supply Co 1261670033 Wheel Seal, Brake Shoes, Brake Drums, Spring Breaks - PW 5055 413.95 Page 9 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Vendor Invoice Invoice Desc Amount 173 50 7040 Supplies - Vehicle R&M 1078 Acme Truck Brake & Supply Co 1261720043 Brake Valve - PW 5063 228.24 174 50 7040 Supplies - Vehicle R&M 1078 Acme Truck Brake & Supply Co 1261720101 2 Brake Chambers, 2 Brake Slack Adjusters - PW 5075 376.48 175 50 7040 Supplies - Vehicle R&M 1078 Acme Truck Brake & Supply Co 1261730045 Return Brake Valve - PW 5063 (228.24) 176 50 7040 Supplies - Vehicle R&M 1078 Acme Truck Brake & Supply Co 1261740173 Brake Valve - PW 5063 249.69 177 50 7040 Supplies - Vehicle R&M 5731 Advance Auto Parts 6027616776905 Transmission Filter Kit - Fire 7406 21.39 178 50 7040 Supplies - Vehicle R&M 5731 Advance Auto Parts 60276169777019 11 Air Filters, 4 Oil Filters - PW Stock 207.82 179 50 7040 Supplies - Vehicle R&M 5731 Advance Auto Parts 6027616938392 2 Serpentine Belts - Police Stock 26.58 180 50 7040 Supplies - Vehicle R&M 5731 Advance Auto Parts 6027617321878 A/C Condenser - PW 5062 95.00 181 50 7040 Supplies - Vehicle R&M 1673 Chicago Parts & Sound LLC 767268 A/C Tube - Fire 7701 220.15 182 50 7040 Supplies - Vehicle R&M 1673 Chicago Parts & Sound LLC 766994 2 A/C Valves - Fire 7701 86.16 183 50 7040 Supplies - Vehicle R&M 1062 NAPA of Des Plaines 610117 12 Grease Couplers - PW Stock 83.88 184 50 7040 Supplies - Vehicle R&M 5731 Advance Auto Parts 6027618039346 2 Oil Filters, 12 Fuel Filters - PW 5083/Stock 188.34 185 50 7040 Supplies - Vehicle R&M 5731 Advance Auto Parts 6027617622091 Oil Filter - PW 9040 2.58 186 50 7040 Supplies - Vehicle R&M 1502 Batteries Plus LLC 290-266998 2 3V Lithium Coin 2 -Pack Batteries - Stock 9.58 187 50 7040 Supplies - Vehicle R&M 1078 Acme Truck Brake & Supply Co 1261390170 3 Pairs of Elbows & 4 Clamps - Stock 202.14 188 50 7045 City Hall 1057 Menard Incorporated 77947 Insect Spray for City Hall - Fifth Floor 19.97 189 50 7045 City Hall 5969 Security Equipment Supply Inc 735977 5 Locks w/Interface Board for City Hall 575.13 190 50 7045 City Hall 5969 Security Equipment Supply Inc 735496 5 Magnetic Door Open Holders - City Hall 42.50 191 50 7045 City Hall 5969 Security Equipment Supply Inc 735487 Return Magnetic Lock and Exit Button (315.00) 192 50 7045 EMA 1018 Anderson Lock Company LTD 0913485 12 EMA Locker Keys 35.88 193 50 7045 Fire Station #62 1043 WW Grainger Inc 9144258150 V -Belt for Fire Station #62 9.64 194 50 7045 Historical Society 5699 March Industries Inc 160334 24 Light Bulbs - History Center 238.80 195 50 7045 Supplies - Building R&M 1057 Menard Incorporated 77928 Utility Tub, Cleaning Rags, Pails, Etc - Stock 167.76 196 50 7045 Fire Station #62 1057 Menard Incorporated 78134 Tank & Vacuity Levers for Lavatory Repair at Fire Station #62 10.98 197 50 7045 Fire Station #61 2028 Northwest Electrical Supply 17278018 2 Light Fixtures - Fire Station #61 144.23 198 50 7045 City Hall 5455 Ace Park Ridge 155418 12 Fasteners - City Hall 18.00 199 50 7045 City Hall 5455 Ace Park Ridge 155286 Silicone Caulk, 2 Fasteners - City Hall 6.28 200 50 7045 City Hall 1047 Home Depot Credit Svcs 6562582 Light Fixture, Cement, Cover Plate, Hinge - City Hall 76.97 Page 10 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account 60 Vendor Invoice Invoice Desc Amount 201 50 7045 City Hall 1047 Home Depot Credit Svcs 5011622 Concrete Patch - City Hall 39.94 202 50 7045 Public Works 1047 Home Depot Credit Svcs 4583143 12 Tubes of Caulk, Tool Cleaner - PW 109.72 203 50 7045 Public Works 1047 Home Depot Credit Svcs 3595727 2 Rolls of Black Plastic Sheeting - PW 15.96 204 50 7045 EMA 1047 Home Depot Credit Svcs 8901579 Outdoor Flood Light Fixture - EMA Building 139.00 205 50 7045 EMA 1047 Home Depot Credit Svcs 6062210 Outdoor Light Fixture - EMA 199.00 206 50 7045 Civic Center Parking Deck 1047 Home Depot Credit Svcs 7561152 Electrical Tape, Conduit, Connectors, Outlet Covers - Civic Deck 66.31 207 50 7045 Civic Center Parking Deck 1047 Home Depot Credit Svcs 8023635 Connectors, GCM Plug, Wire - Civic Deck 92.92 208 50 7045 Fire Station #62 1057 Menard Incorporated 78123 2 Galvanized Elbows, Connectors, Exhaust Hood, Pipe - Station 62 32.47 209 50 7045 Other 2313 City Electric Supply (CES) DEP/033241 2 Exit Signs & Screws - Food Pantry 61.81 210 50 7045 Historical Society 2313 City Electric Supply (CES) DEP/033229 92 Light Bulbs - History Center 499.96 211 50 7045 Public Works 2313 City Electric Supply (CES) DEP/033021 3 Fuses for A/C - PW 57.21 212 50 7055 Supplies - Street R&M 1086 Arrow Road Construction 58541MB .95 Tons Asphalt - Potholes - 06/13/2016 24.40 213 50 7055 Supplies - Street R&M 1086 Arrow Road Construction 58608MB 10.08 Tons Asphalt - Water & Sewer Restorations - 06/14/2016 258.85 214 50 7055 Supplies - Street R&M 1086 Arrow Road Construction 58672MB 119.99 Tons Asphalt - Lee Street Between Touhy & Mannheim -06/16/2016 3,081.26 215 50 7055 Supplies - Street R&M 1086 Arrow Road Construction 58709MB 2.17 Tons Asphalt - Potholes, 06/17/2016 55.72 216 50 7055 Supplies - Street R&M 1086 Arrow Road Construction 58761MB 1.89 Tons Asphalt - Potholes, 06/20/2016 48.53 217 50 7120 Gasoline 1417 Petroleum Traders Corp 1021805 5,991 Gals Unleaded Fuel Purchased 06/16/2016 9,517.74 218 50 7130 Diesel 1417 Petroleum Traders Corp 1021806 1,999 Gals Diesel Fuel Delivered 06/16/2016 3,067.20 219 50 7320 Equipment < $5,000 5917 Ferguson Enterprises Inc 0809430 Wall A/C Unit for Fire Station #62 - 06/17/2016 457.00 220 50 7500 Postage & Parcel 1041 Federal Express 5-457-22139 Delivery Services 05/24- 06/16/2016 32.06 221 Total 50 - Public Works & Engineering 77,379.60 222 Police Department 223 60 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Memberships - 2 Mgrs & Clerk 2016-2017 45.00 224 60 5325 Training 1627 IL Homicide Investigators Assoc 06/15/2016 IL Homicide Inv Training Oct 10- 12, 2016 (5 Attendees) 975.00 225 60 6015 Communication Services 1265 NIPAS Northern Illinois Police Alarm Sys 11013 Language Line May 2016 98.50 226 60 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 921.11 227 60 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 252.35 Page 11 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Emergency Management Agency Vendor Invoice Invoice Desc Amount 228 60 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 934.77 229 60 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 1,566.39 230 60 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 505.10 231 60 6110 Printing Services 1142 Copyset Center 46610 Investigations Division Note Pads (20 Pads) 134.00 232 60 6110 Printing Services 1233 Presstech Inc 38551 1 Box of Business Cards 20.00 233 60 6195 Miscellaneous Contractual Services 1572 LexisNexis Risk Solutions 1037713- 20160531 Investigations Database May 2016 295.45 234 60 6195 Miscellaneous Contractual Services 1077 Shred -It USA LLC 9411064539 Shredding Service PD June 10, 2016 137.39 235 60 6195 Miscellaneous Contractual Services 1465 McCloud Services 11348802 Pest Control at PD (06/17/16, Bedbug Check) 125.00 236 60 6195 Miscellaneous Contractual Services 1077 Shred -It USA LLC 9411160107 Shredding Service PD June 17, 2016 137.39 237 60 7000 Office Supplies 1389 Garvey's Office Products Inc PINV1150337 2 Boxes Hanging Folders, 1 Pair Shears 31.97 238 60 7000 Office Supplies 1389 Garvey's Office Products Inc PINV1169230 5 Lanyards, 1 Pk Retractable Badge Holder, 1 Clipboard 53.10 239 60 7000 Office Supplies 1389 Garvey's Office Products Inc PINV1169253 2 Boxes "AA" & 1 Box 9 Volt Batteries 50.19 240 60 7000 Office Supplies 1389 Garvey's Office Products Inc PINV1170401 2 Pks Badge Lanyards, 2 Bxs Manila Folders, 1 Bx Hanging Folder 105.95 241 60 7000 Office Supplies 1389 Garvey's Office Products Inc PINV1171870 Dymo Label Maker, 1 Pack Dymo Label Tape 55.99 242 60 7015 Supplies - Police Range 3257 Taser International SI1438686 Taser Cartridges, 50 for X-26 & 50 for X2 2,702.46 243 60 7200 Other Supplies 1121 Chief Supply Corp 144885 4 Boxes Drug Testers, 75 Handgun Boxes, 25 Knife Boxes 246.51 244 60 7200 Other Supplies 1121 Chief Supply Corp 147481 20 Drug Tester Kits (NIK Kits) 46.58 245 60 7200 Other Supplies 1121 Chief Supply Corp 147482 1 Box of Rifle Boxes 124.60 246 60 7200 Other Supplies 1018 Anderson Lock Company LTD 0913290 6 Keys/ Honor Guard Locker 22.80 247 60 7200 Other Supplies 6224 Bumper to Bumper 408-1018647 1/2" Teardrop Ratchets for "Boot" Program (2) 67.98 248 60 7300 Uniforms 4092 FulLife Safety Center 32826 (5) Coast Brand Flashlights for New Hire Ofcr. 442.50 249 60 7320 Equipment < $5,000 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 (150.00) 250 Total 60 - Police Department 9,948.08 251 Emergency Management Agency 252 65 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Membership - EMA Dir 2016-2017 15.00 253 65 6015 Communication Services 1936 Telvent DTN Inc 4883554 EOC Weather Service For 07/08- 08/07/2016 304.00 254 65 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 337.66 Page 12 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account 70 Vendor Invoice Invoice Desc Amount 255 65 7035 Supplies - Equipment R&M 1745 Suburban Accents Inc 23726 Repair of Decals On Fire Corps Unit #1-2 on 06/15/2016 75.00 256 65 7200 Other Supplies 1745 Suburban Accents Inc 23739 100 Fire Corps Decals 150.00 257 65 7320 Equipment < $5,000 1047 Home Depot Credit Svcs 1052851 Storage Bins, Water Hoses, Batteries, Etc for EMA Operations 141.52 258 65 7550 Miscellaneous Expenses 1076 Sam's Club Direct 9772 5 Bags of Ice & 10 Cases of Water for Future Emergency Call Outs 73.20 259 Total 65 - Emergency Management Agency 266 1,096.38 260 Fire Department 261 70 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Membership - Fire Secretary 2016-2017 15.00 262 70 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Memberships - Capt & 2 Bat Chiefs 2016-2017 60.00 263 70 5310 Membership Dues 1076 Sam's Club Direct 99999-A Sam's Club Membership - Div Chief 2016-2017 15.00 264 70 5325 Training 1252 NIPSTA 15155 3 New Recruits for Basic FF Academy 07/18-09/16/2016 10,485.00 265 70 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 272.12 266 70 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 755.74 267 70 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 174.09 268 70 6305 R&M Equipment 2055 Grace Industries Inc 1606272 Repairs to Pass Device #02091447 06/27/2016 122.31 269 70 6305 R&M Equipment 1748 Novak & Parker Inc 734087 Repairs to Dishwasher Sta 63 06/28/2016 139.00 270 70 7000 Office Supplies 1066 Office Depot 846627393001 18 Rolls of Scotch Tape 39.59 271 70 7000 Office Supplies 1076 Sam's Club Direct 2035 Water for Stas 62 & 63, C & 9V Batteries for Sta 63 47.81 272 70 7025 Supplies - Custodial 1667 American Hotel Register Co 7854681 Towels for All Stations 04/28/2016 729.46 273 70 7035 Supplies - Equipment R&M 1057 Menard Incorporated 77990 Inverter for Veh 6131 39.98 274 70 7035 Supplies - Equipment R&M 1057 Menard Incorporated 78613 Spray Paint for Sq 55 for Parade 10.54 275 70 7200 Other Supplies 3297 Bound Tree Medical LLC 82177975 3 Boxes Laryngoscopes 179.97 276 70 7200 Other Supplies 2242 California Contractors Supplies Inc 131911 3 Recip 12" Saw Blades 179.70 277 70 7200 Other Supplies 1057 Menard Incorporated 78363 Bungee, Washer, Wall Mount Hose Hanger, Fabric 112.94 278 70 7200 Other Supplies 1076 Sam's Club Direct 2035 Water for Stas 62 & 63, C & 9V Batteries for Sta 63 95.68 279 70 7200 Other Supplies 1076 Sam's Club Direct 8431 Water for Sta 61 35.82 280 70 7300 Uniforms 3212 On Time Embroidery Inc 32916 3 T -Shirts, Oxford Safety Toe Shoe, 1 Cotton Shorts- 1 Paramedic 151.00 281 70 7300 Uniforms 3212 On Time Embroidery Inc 33261 1 Cotton Shorts -1 Paramedic 29.00 282 70 7300 Uniforms 3212 On Time Embroidery Inc 33660 1 Cotton Shorts -1 Engineer 29.00 283 70 7320 Equipment < $5,000 1003 AFC International Inc 46766 6 SCBA Masks & Headstraps 2,364.00 284 70 7320 Equipment < $5,000 3776 Public Safety Store LLC, The 28986 2 Firefighter Gear Bags 83.97 285 Total 70 - Fire Department 16,166.72 Page 13 of 25 Line # Org Account City of Des Plaines Warrant Register 07/18/2016 Vendor Invoice Invoice Desc Amount 286 Fire & Police Commission 287 75 5340 Pre -Employment Exams 5372 COPS & FIRE Personnel Testing Service 103706 FD Pre -Employment Psych Testing for 1 Fire Candidate 06/10/2016 450.00 288 75 5340 Pre -Employment Exams 1015 Alexian Brothers Corporate Health Svcs 598823 PD Pre -Employment Medical Testing for 1 Candidate 05/05/2016 691.00 289 75 5340 Pre -Employment Exams 1483 Personnel Evaluation Inc 18013 PD PEP Testing for 1 Police Candidate March 2016 20.00 290 75 6100 Publication of Notices 1050 Journal & Topics 1169841 Fire Department Entry Level Exam Advertising 06/08/2016 94.20 291 75 6100 Publication of Notices 1050 Journal & Topics 1169840 Police Department Entry Level Exam Advertising 06/08/2016 94.20 292 Total 75 - Fire & Police Commission 6195 1,349.40 293 Overhead 294 90 6502 Subsidy - City Sponsored Events 1017 Alphagraphics 41911 (100) 4x6 Magnets & (200) 4x6 Postcards for Ad -Hoc Committee 519.00 295 Total 90 - Overhead 6195 519.00 296 Total 100 - General Fund 147,452.90 297 Fund: 201- TIF #1 Downtown Fund 298 00 6145 Custodial Services 5343 ABC Commercial Inc 2016-06-16 Custodial Services 06/01 - 06/30/2016 720.30 299 00 6195 Miscellaneous Contractual Services 1029 Cintas #22 022327308 Mat Rental at Train Station & City Hall - 06/16/2016 48.63 300 00 6195 Miscellaneous Contractual Services 1178 Trugreen Limited Partnership 48341892 TIF #1 Insect & Disease Application - 06/11/2016 750.00 301 00 6195 Miscellaneous Contractual Services 2027 American National Skyline Inc 81664.1A Window Washing - Metra Station - 06/16/2016 200.00 302 00 6195 Miscellaneous Contractual Services 3326 A-1 Roofing Co 23700 Repair Roof at Metra Station - 02/20/2016 & 04/15/2016 1,662.00 303 00 6195 Miscellaneous Contractual Services 1025 Bedco Inc 093469 Add 2 pounds of R22 Gas - Train Station Coffee Shop 237.00 304 00 6195 Miscellaneous Contractual Services 1025 Bedco Inc 093479 Repair A/C - Train Station Coffee Shop - 06/21/2016 480.00 305 00 6195 Miscellaneous Contractual Services 1029 Cintas #22 022330344 Mat Rental - Metra Station 06/23/2016 48.63 306 00 6195 Miscellaneous Contractual Services 6065 Don's Welding & Fabricating Inc 27163 Railing for New A/C - Train Station 06/22/2016 1,625.00 307 00 6195 Miscellaneous Contractual Services 1178 Trugreen Limited Partnership 48897901 Vegetation Control - Riverwalk, Campground Rd & Rand Rd 06/21/20 231.68 308 00 7045 Supplies - Building R&M 1047 Home Depot Credit Svcs 6575689 Door Knob, Safety Hasp - Train Statin Coffee Shop 14.95 309 Total 00 - Non Departmental 6,018.19 310 Total 201 - TIF #1 Downtown Fund 6,018.19 Page 14 of 25 Line # Org Account City of Des Plaines Warrant Register 07/18/2016 Vendor Invoice Invoice Desc Amount 311 Fund: 230 - Motor Fuel Tax Fund 312 00 6000 Professional Services 1120 Chicago Testing Laboratory Inc 16EG70301 2016 CIP Geotechnical Testing 05/12-05/13/2016 280.00 313 00 6155 Sidewalk Improvements 1402 DiNatale Construction Inc 2016-0-P2 R-74-16 2016 CIP Concrete Improvements 06/01- 06/28/2016 47,776.15 314 00 8100 Improvements 1402 DiNatale Construction Inc 2016-0-P2 R-74-16 2016 CIP Concrete Improvements 06/01- 06/28/2016 23,742.90 315 Total 00 - Non Departmental 71,799.05 316 Total 230 - Motor Fuel Tax Fund 71,799.05 317 Fund: 240 - CDBG Fund 318 00 8100 Improvements 1402 DiNatale Construction Inc 2016-0-P2 R-74-16 2016 CIP Concrete Improvements 06/01- 06/28/2016 12,084.96 319 Total 00 - Non Departmental 7320 12,084.96 320 Total 240 - CDBG Fund 12,084.96 321 Fund: 250 - Grant Projects Fund 322 00 6000 Professional Services 1394 Gewalt Hamilton Associates Inc 2 Engr-Lee @ Forest Traffic Signalization Ph 2 04/25- 05/22/2016 7,585.09 323 Total 00 - Non Departmental 7320 7,585.09 324 Total 250 - Grant Projects Fund 7,585.09 325 Fund: 260 - Asset Seizure Fund 326 00 7320 Equipment < $5,000 1045 Havey Communications 6516 Purchase & Install Wireless Routers in 5 Squads June 13- 17, 2016 1,200.00 327 00 7320 Equipment < $5,000 1045 Havey Communications 6492 Purchase and Install Wireless Routers in 4 Squads June 10- 14, 20 960.00 328 Total 00 - Non Departmental 2,160.00 329 Total 260 - Asset Seizure Fund 2,160.00 330 Fund: 280 - Emergency Telephone System Fund 331 60 6305 R&M Equipment 2933 SMS Systems Maintenance Services Inc 90040309 Computer Hardware Maintenance -911 Backup Center -June 2016 200.00 332 Total 60 - Police Department 200.00 333 Total 280 - Emergency Telephone System Fund 200.00 Page 15 of 25 Line Org Account City of Des Plaines Warrant Register 07/18/2016 Vendor Invoice Invoice Desc Amount 334 Fund: 400 - Capital Projects Fund 335 00 6000 Professional Services 5659 V3 Companies of Illinois Ltd 516120 Consultant -2016 Pre -Disaster Mitigation Grant 05/01- 05/28/2016 12,453.03 336 00 6000 Professional Services 5659 V3 Companies of Illinois Ltd 516121 Engineering Services - CAV Assistance 05/01-05/28/2016 224.98 337 00 6000 Professional Services 1394 Gewalt Hamilton Associates Inc 2 Engr-Lee @ Forest Traffic Signalization Ph 2 04/25- 05/22/2016 7,585.09 338 00 6000 Professional Services 5659 V3 Companies of Illinois Ltd 516332 Consultant -S -Curve Ped/Bike Feasibility Study 05/02- 05/28/2016 2,517.15 339 00 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 220.32 340 00 6155 Sidewalk Improvements 1402 DiNatale Construction Inc 2016-0-P2 R-74-16 2016 CIP Concrete Improvements 06/01- 06/28/2016 8,019.00 341 00 7065 Supplies - Capital Maintenance 1086 Arrow Road Construction 58541MB .95 Tons Asphalt - Potholes - 06/13/2016 17.07 342 00 7065 Supplies - Capital Maintenance 1086 Arrow Road Construction 58608MB 10.08 Tons Asphalt - Water & Sewer Restorations - 06/14/2016 181.14 343 00 7065 Supplies - Capital Maintenance 1086 Arrow Road Construction 58672MB 119.99 Tons Asphalt - Lee Street btw Touhy & Mannheim - 06/16/2016 2,156.30 344 00 7065 Supplies - Capital Maintenance 1086 Arrow Road Construction 58709MB 2.17 Tons Asphalt - Potholes, 06/17/2016 39.00 345 00 7065 Supplies - Capital Maintenance 1086 Arrow Road Construction 58761MB 1.89 Tons Asphalt - Potholes, 06/20/2016 33.97 346 00 8100 Improvements 1328 John Neri Construction Company Inc 2015 -B -P2 R-52-16 2015 CIP Contract B Algonquin Rd Sewer 05/19- 06/24/2016 267,444.93 347 00 8100 Improvements 1067 Orange Crush 2016 -A -P2 R-73-16 Contractor -2016 CIP Str & Util Cont A 05/27- 06/24/2016 151,763.87 348 00 8100 Improvements 1067 Orange Crush 2016 -B -P2 R-79-16 Contractor -2016 CIP Str & Util Cont B 06/01- 06/28/2016 134,090.91 349 00 8100 Improvements 1402 DiNatale Construction Inc 2016-0-P2 R-74-16 2016 CIP Concrete Improvements 06/01- 06/28/2016 10,535.69 350 Total 00 - Non Departmental 597,282.45 351 Total 400 - Capital Projects Fund 597,282.45 352 Fund: 410 - Equipment Replacement Fund 353 60 8015 Equipment 1045 Havey Communications 6481 Replacement Eqpt. Needed for Squad #55/66 06/06/16 241.20 354 Total 60 - Police Department 241.20 355 Total 410 - Equipment Replacement Fund 241.20 Page 16 of 25 Line # Org Account City of Des Plaines Warrant Register 07/18/2016 Vendor Invoice Invoice Desc Amount 356 Fund: 420 - IT Replacement Fund 357 00 8005 Computer Hardware 2664 Speedlink Solutions Inc 708788 Barracuda 995 Backup Server, 1 Yr of Upgrades & Storage R-92- 16 119,646.00 358 Total 00 - Non Departmental 4601 119,646.00 359 Total 420 - IT Replacement Fund 119,646.00 360 Fund: 500 - Water/Sewer Fund 361 00 4601 New Construction - Sale of Water 6232 Anderson Pump Service Refund 06/15/16 Hydrant Refund 06/15/2016 (134.33) 362 00 4601 New Construction - Sale of Water 5064 Alpine Demolition Services LLC Refund 06/15/16 Hydrant Refund 06/15/2016 (298.45) 363 00 5325 Training 1252 NIPSTA 15383 Leading Successful Mtgs - Supt & Foreman - 06/03/2016 100.00 364 00 6000 Professional Services 1356 MWH Americas Inc 1714916 TO #7 - Central Road Construction Oversight - 05/07- 06/03/2016 7,804.49 365 00 6000 Professional Services 1356 MWH Americas Inc 1714920 TO #8 On -Call SCADA Support- Maple Pump Station -05/07- 06/03/2016 534.00 366 00 6000 Professional Services 1356 MWH Americas Inc 1714923 TO #9 Peterson Lake Pump Station Eng Services - 05/07- 06/03/2016 3,038.00 367 00 6000 Professional Services 1356 MWH Americas Inc 1714928 TO #11 On Call SCADA Support 05/07-06/03/2016 743.00 368 00 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 98.78 369 00 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 296.00 370 00 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 804.64 371 00 6180 Water Sample Testing 1642 Suburban Laboratories, Inc 134829 Water Sample Testing - 05/24/2016 180.00 372 00 6195 Miscellaneous Contractual Services 2808 IL Environmental Protection Agency ILR400325A-2016 Annual Stormwater Fee 07/01/2016-06/30/2017 1,000.00 373 00 6195 Miscellaneous Contractual Services 2808 IL Environmental Protection Agency NPDES ILM580026A Annual NPDES Combined Overflow Fee 07/01/2016- 06/30/2017 5,000.00 374 00 6505 Subsidy - Sewer Lateral Program 6081 Trebenda, Robert SLP16-018 Sewer Rebate 06/28/2016 1,095.00 375 00 6505 Subsidy - Sewer Lateral Program 6234 Schroeder, Shawn A SLP16-019 Sewer Rebate 06/28/2016 2,000.00 376 00 6510 Subsidy - Flood Assistance 6233 Eapen, Joseph FRP16-011 Flood Rebate 06/29/2016 2,000.00 377 00 6510 Subsidy - Flood Assistance 6235 Kotnaur, Christina M FRP16-012 Flood Rebate 06/28/2016 2,000.00 378 00 7000 Office Supplies 1066 Office Depot 846027947001 Ream of Pink Paper, Box of 9V Batteries, Case of Copy Paper - PW 54.08 379 00 7030 Supplies - Tools & Hardware 2053 USA Bluebook 850045 Handy Clam - Sewer Catch Basin Tool 254.95 Page 17 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Vendor Invoice Invoice Desc Amount 380 00 7030 Supplies - Tools & Hardware 2053 USA Bluebook 853148 Return Handy Clam - Sewer (254.95) 381 00 7030 Supplies - Tools & Hardware 4093 HDS White Cap Construction Supply 10005419248 2 Pull Rakes for Concrete 60.38 382 00 7040 Supplies - Vehicle R&M 1087 Ashland Inc 131637798 225 Gals Bulk Oil - Stock 466.20 383 00 7040 Supplies - Vehicle R&M 1087 Ashland Inc 131637798 225 Gals Bulk Oil - Stock 233.10 384 00 7040 Supplies - Vehicle R&M 1673 Chicago Parts & Sound LLC 765785 Fuel Tank and Straps - Water #9034 1431.60 385 00 7040 Supplies - Vehicle R&M 5731 Advance Auto Parts 6027617221848 Blower Motor - Water 9023 59.49 386 00 7040 Supplies - Vehicle R&M 5731 Advance Auto Parts 6027617221867 Blower Motor and Resistor - Water 9023 29.68 387 00 7040 Supplies - Vehicle R&M 5731 Advance Auto Parts 6027618039347 2 Air Filters, 2 Fuel Filters - Water 9018 62.85 388 00 7045 Supplies - Building R&M 5969 Security Equipment Supply Inc 735477 Door Strikes - Central Road Pump Station 246.00 389 00 7045 Supplies - Building R&M 2313 City Electric Supply (CES) DEP/001019 3 Outlet Boxes & Wall Plates, Plier & Threaded Rod -Card System 48.69 390 00 7050 Supplies - Streetscape 1757 JCK Contractors Inc 18249 Black Dirt - Parkway Restorations - Delivered on 06/13/2016 330.00 391 00 7070 Other 1072 Prairie Material Sales Inc 886751682 1.25 Cu Yds Concrete & Expansion Joint - Restoration - 06/03/2016 585.00 392 00 7070 Other 1072 Prairie Material Sales Inc 886756286 1 Cu Yd Concrete - Watermain Break Restoration - 06/20/2016 367.00 393 00 7070 Other 1709 Ziebell Water Service Products Inc 233436-000 Five 3/4" Copper Flares 355.55 394 00 7070 Other 1303 HD Supply Waterworks LTD F617577 Meter Washer Parts 28.00 395 00 7070 Water Meters 1303 HD Supply Waterworks LTD F712015 Washer & Hex Bolts - Meter Parts 84.80 396 00 7070 Water Meters 1303 HD Supply Waterworks LTD F724450 Charger for Trimble 257.10 397 00 7070 Water Meters 1303 HD Supply Waterworks LTD F724750 29 Terminal Cover for Meters 47.85 398 00 7070 Water Meters 1303 HD Supply Waterworks LTD F677838 3 Meter Lids 522.00 399 00 7070 Water Meters 1303 HD Supply Waterworks LTD F711965 38 Meters 4,330.00 400 00 7070 Water Meters 1303 HD Supply Waterworks LTD F717307 4 Meters 1,488.00 401 00 7070 Water Meters 1303 HD Supply Waterworks LTD F730439 3" C2 Register for Meter 392.92 402 00 7070 Water Meters 1303 HD Supply Waterworks LTD F524683 1,0000 Meter Washers 90.00 403 00 7070 Other 1303 HD Supply Waterworks LTD F616860 Hex Bolts & Nuts, Pipe, Gaskets for Hydrant Repairs 1,154.98 404 00 7070 Water Meters 1303 HD Supply Waterworks LTD F586315 71 iPerl Meter Covers 121.15 405 00 7070 Water Meters 1303 HD Supply Waterworks LTD F586325 80 iPerl Meters and Smart Pts 20,397.00 406 00 7070 Water Meters 1303 HD Supply Waterworks LTD F524986 5 Omni Water Meters 1,860.00 407 00 7070 Water Meters 1303 HD Supply Waterworks LTD F524662 64 iPerl Water Meters 6,904.00 408 00 7070 Water Meters 1303 HD Supply Waterworks LTD F521549 2 Sensus Meter Chargers 150.00 409 00 7075 Supplies - Sewer System Maintenance 1703 Prosafety Inc 2/824000 24 Blue & 24 Green Marking Paint 122.40 410 00 7120 Gasoline 1417 Petroleum Traders Corp 1021805 5,991 Gals Unleaded Fuel Purchased 06/16/2016 1,533.02 411 00 7120 Gasoline 1417 Petroleum Traders Corp 1021805 5,991 Gals Unleaded Fuel Purchased 06/16/2016 571.83 Page 18 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Communication Services Vendor Invoice Invoice Desc Amount 412 00 7130 Diesel 1417 Petroleum Traders Corp 1021806 1,999 Gals Diesel Fuel Delivered 06/16/2016 378.27 413 00 7130 Diesel 1417 Petroleum Traders Corp 1021806 1,999 Gals Diesel Fuel Delivered 06/16/2016 219.92 414 00 7320 Equipment < $5,000 2053 USA Bluebook 973487 Magnetic Locator 746.85 415 00 7320 Equipment < $5,000 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 37.49 416 00 8005 Computer Hardware 1035 Dell Marketing LP XJXR79896 New Server for Water Plant 1,981.20 417 00 8100 Improvements 5772 Berger Excavating Contractors Inc NWC-Payment #5 NWC Conveyance Line Proj- 05/01-06/17/2016, R-163-15 267,371.60 418 00 8100 Improvements 2901 Northwest Water Commission 06232016DPC Reimburse NWC for SCADA Services 04/27-06/01/2016 11,266.97 419 00 8100 Improvements 1067 Orange Crush 2016 -A -P2 R-73-16 2016 CIP Str & Util Cont A 05/27-06/24/2016 350,815.03 420 00 8100 Improvements 1067 Orange Crush 2016 -B -P2 R-79-16 2016 CIP Str & Util Cont B 06/01-06/28/2016 244,815.08 421 Total 00 - Non Departmental 947,978.21 422 30 6015 Communication Services 1552 Verizon Wireless 9767031748 Cell Phone Service 05/14- 06/13/2016 18.94 423 Total 30 - Finance 427 18.94 424 Total 500 - Water/Sewer Fund 947,997.15 425 Fund: 510 - City Owned Parking Fund 426 00 6305 R&M Equipment 1728 Total Parking Solutions Inc 103499 Repair Parking Meter 06/22/2016 264.00 427 00 7035 Supplies - Equipment R&M 1057 Menard Incorporated 77862 Flare Plugs, Tank Sprayer, Bleach to Clean Library Stairwell 105.62 428 Total 00 - Non Departmental 2221 369.62 429 Total 510 - City Owned Parking Fund 369.62 430 Fund: 600 - Risk Management Fund 431 00 5570 Self Insured P&L 1089 Autokrafters of Des Plaines 16-10319 Vehicle Repair - Squad 61 on 3,725.65 436 N/A 2221 Expense 6018 A Moon Jump 4-U Incorporated 41052B 04/07/2016 95.00 432 Total 00 - Non Departmental 2221 3,725.65 433 Total 600 - Risk Management Fund 3,725.65 434 Fund: 700 - Escrow Fund 435 N/A 2221 Taste of Des Plaines 6097 Big Top Productions 5440 Octagon Tent for Info Booth @ Taste of DP 06/17-06/18/2016 450.00 436 N/A 2221 Taste of Des Plaines 6018 A Moon Jump 4-U Incorporated 41052B One Additional Generator for Bounce House 06/18/2016 95.00 437 N/A 2221 Taste of Des Plaines 6169 HRP Chicago LLC 5929 Truss Rental & Labor for Taste of DP 06/17-06/18/2016 650.00 Page 19 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Vendor Invoice Invoice Desc Amount 438 N/A 2221 Taste of Des Plaines 5798 Fokoz 403 2016 Taste of Des Plaines T- Shirt Design 300.00 439 N/A 2221 Taste of Des Plaines 4177 Uline 77564710 Six Corrugated Ballot Boxes for 2016 Taste Tickets 177.57 440 N/A 2221 Taste of Des Plaines 5079 RV Enterprises Ltd 6160128 1,000 Custom Glow Necklaces for 2016 Taste Giveaway 748.00 441 N/A 2221 Taste of Des Plaines 5079 RV Enterprises Ltd 6160123 500 Custom Bookmakers for 2016 Taste Giveaways 625.75 442 N/A 2221 Taste of Des Plaines 5079 RV Enterprises Ltd 6160140 400 Custom Strobe Lights for 2016 Taste Giveaways 902.00 443 N/A 2221 Taste of Des Plaines 6230 Galeno, James 970 1 Hour Educational Reptile Show @ Taste of DP on 06/18/2016 250.00 444 N/A 2221 Taste of Des Plaines 1106 Chromatech Printing Inc 7095/24391 (700) 4x6 Youth Commission Postcards for Taste of DP 06/18/2016 334.00 445 N/A 2221 Taste of Des Plaines 1220 Runco Office Supply 651561-0 12" Laminator Machine & Three Pouch Sizes for 2016 Taste 351.13 446 N/A 2221 Taste of Des Plaines 1069 Paddock Publications Inc 55207L01 Ad in May/June 2016 Oak Lee Guide for 2016 Taste 1,300.00 447 N/A 2221 Taste of Des Plaines 1069 Paddock Publications Inc 58202/58203 L01 2016 Taste Ads in Daily Herald 05/20/2016 and 05/27/2016 456.80 448 N/A 2221 Taste of Des Plaines 1057 Menard Incorporated 77968 Fender Washers for Taste of DP Signs 7.38 449 N/A 2221 Taste of Des Plaines 1057 Menard Incorporated 77969 U -Bolts - Taste of Des Plaines 8.35 450 N/A 2221 Taste of Des Plaines 6095 Drivers Golf Car Rental 537 Two Heavy Hauler Golf Carts @ Taste of DP 06/17-06/18/2016 750.00 451 N/A 2221 Taste of Des Plaines 6077 Chicago Event Graphics Inc 7888 Mural Graphic & Signage for Taste of DP 6/17-06/18/2016 2,272.00 452 N/A 2221 Taste of Des Plaines 3292 Service Sanitation Inc 7138240 Portable Restroom Facilities for Taste of DP 06/17/2016 2,125.00 453 N/A 2221 Taste of Des Plaines 6046 American Mobile Staging Inc 7674A Final Pymt-SL-250 Stageline Stage -Taste of DP 06/17- 06/18/2016 2,125.00 454 N/A 2221 Taste of Des Plaines 1050 Journal & Topics 169924 Full Page 4 -Color Ad for 2016 Taste Special Section 06/15/2016 3,000.00 455 N/A 2221 Taste of Des Plaines 1498 Indestructo Rental Company Inc 22768 Rental Tents, Lighting, Water Barrels, Sidewalls @ Taste of DP 6,352.00 456 N/A 2221 Taste of Des Plaines 5203 Arena Americas 231778 Furniture, Fences, Fans for Taste of DP 06/17-06/18/2016 4,590.11 457 N/A 2221 Taste of Des Plaines 6044 United Maintenance UMCI18511 Maint Services/Garbage Barrels for Taste of DP 06/17- 06/18/2016 3,030.25 458 N/A 2221 Taste of Des Plaines 6017 Safety Service Systems Inc DE516061702 Safety & Security Staff for Taste of DP on 06/17/2016 2,763.19 459 N/A 2221 Taste of Des Plaines 6017 Safety Service Systems Inc DES16061802 Safety & Security Staff for Taste of DP 06/18/2016 3,856.46 Page 20 of 25 City of Des Plaines Warrant Register 07/18/2016 Line # Org Account Vendor Invoice Invoice Desc Amount 460 N/A 2445 Escrow - Fire Dept Donations 3212 On Time Embroidery Inc S 33347 125th Anniversary Apparel from Donation Fund 836.00 461 N/A 2460 Refundable Bonds 6238 Cariato, Melissa 2016-03000021 Temporary Tent Refund Issued 03/23/2016 200.00 462 N/A 2460 Refundable Bonds 6239 Grill, Saray 2016-04000276 Temporary Flag Refund Issued 12/30/2015 200.00 463 N/A 2460 Refundable Bonds 2360 Shrine of Our Lady of Guadalupe 2016-03000004 Temporary Flag Refund Issued 03/01/2016 200.00 464 N/A 2460 Refundable Bonds 2360 Shrine of Our Lady of Guadalupe 2016-06000035 Temporary Tent Refund Issued 06/10/2016 200.00 465 N/A 2460 Refundable Bonds 1498 Indestructo Rental Company Inc 2016-05000101 Temporary Tent Refund Issued 05/13/2016 200.00 466 N/A 2460 Refundable Bonds 5668 Pacific Coast Feather Company 2016-04000290 Temporary Sign Refund Issued 04/29/2016 200.00 467 N/A 2464 Hydrant Deposits 6232 Anderson Pump Service Refund 06/15/16 Hydrant Refund 06/15/2016 1,100.00 468 N/A 2464 Hydrant Deposits 5064 Alpine Demolition Services LLC Refund 06/15/16 Hydrant Refund 06/15/2016 1,100.00 469 Total N/A 41,755.99 470 Total 700 - Escrow Fund 41,755.99 471 GRAND TOTAL 1,958,318.24 Page 21 of 25 City of Des Plaines Warrant Register - 07/18/2016 Manual Checks Line # Org Account Vendor Invoice Invoice Desc Amount 472 Fund: 100 - General Fund 473 00 4160 Real Estate Transfer Tax 5926 Guill, Patricia Refund 12/29/15R Replacement of Check 121903 for Real Estate Transfer Tax Refund 442.00 474 Total 00 - Non Departmental Internet/Cable Service 06/21- 07/20/2016 442.00 475 20 6015 Communication Services 1032 Comcast Cable 06/11/2016 x1141 Internet/Cable Service 06/18- 07/17/2016 246.72 476 20 6015 Communication Services 1533 Wide Open West 06/22/2016 x6044 Internet/Cable Service 06/21- 07/20/2016 95.00 477 20 6530 Subsidy - Community Outreach 1033 ComEd 4554285026-June8 Emergency Assistance for ComEd Bill - Account x5026 127.99 478 Total 20 - City Administration 2471 469.71 479 60 6015 Communication 1032 Comcast Cable 06/18/2016 x6724 Internet/Cable Service July 16.76 486 N/A 2471 Services 4297 Des Plaines Photo Enforcement 170560038633327 2016 100.00 480 60 7010 Supplies - Community 5570 Four Seasons Amusements FS Des Plaines 2 Trackless Train & Moonwalk- 915.00 487 N/A 2471 Relations 4297 Des Plaines Photo Enforcement 170560038828291 National Night Out 100.00 Program 5 08/02/2016 481 Total 60 - Police Department 931.76 482 65 6015 Communication 1032 Comcast Cable 06/22/2016 x6716 Internet/Cable Service July 14.66 486 N/A 2471 Services 4297 Des Plaines Photo Enforcement 170560038633327 2016 100.00 483 65 6305 R&M Equipment 1124 Braniff Communications Inc 0030176 Repair of Damage to Outdoor 3,145.92 487 N/A 2471 Red Light Payable 4297 Des Plaines Photo Enforcement 170560038828291 Siren 04/14/2016-Reimb by 100.00 Program 5 Insurance 484 Total 65 - Emergency Management Agency 3,160.58 485 N/A 2471 Red Light Payable 4297 Des Plaines Photo Enforcement Program 170560038304799 4 Red Light Payment 06/24/2016 100.00 486 N/A 2471 Red Light Payable 4297 Des Plaines Photo Enforcement 170560038633327 Red Light Payment 06/28/2016 100.00 Natural Gas Service 05/13- 06/14/2016 28.37 493 Total 00 - Non Departmental Program 7 487 N/A 2471 Red Light Payable 4297 Des Plaines Photo Enforcement 170560038828291 Red Light Payment 06/29/2016 100.00 Program 5 488 Total N/A 300.00 489 Total 100 - General Fund 5,304.05 490 Fund: 201- TIF #1 Downtown Fund 491 00 7110 Natural Gas 1064 Nicor 06/15/16 x550488 Natural Gas Service 05/13- 06/15/2016 27.89 492 00 7110 Natural Gas 1064 Nicor 06/15/16 x603131 Natural Gas Service 05/13- 06/14/2016 28.37 493 Total 00 - Non Departmental 56.26 494 Total 201- TIF #1 Downtown Fund 56.26 Page 22 of 25 Line # Org City of Des Plaines Warrant Register - 07/18/2016 Manual Checks Account Vendor Invoice Invoice Desc Amount 495 Fund: 280 - Emergency Telephone System Fund 496 60 6015 Communication Services 1009 AT&T 708R06860006-16 Communication Service 05/16- 06/15/2016 160.47 497 60 6015 Communication Services 1009 AT&T 847Z97367006-16 Communication Service 06/16- 07/15/2016 389.95 498 Total 60 - Police Department 7110 550.42 499 Total 280 - Emergency Telephone System Fund 550.42 500 Fund: 500 - Water/Sewer Fund 501 00 6015 Communication Services 1533 Wide Open West 06/12/2016 x0573 Internet/Cable Service 06/11- 07/10/2016 420.00 502 00 6015 Communication Services 1032 Comcast Cable 06/20/2016 x6216 Internet/Cable Service 06/27- 07/26/2016 104.85 503 00 7110 Natural Gas 1064 Nicor 06/20/16 x50005 Natural Gas Service 04/19- 06/20/2016 94.34 504 00 7110 Natural Gas 1064 Nicor 06/20/16 x500009 Natural Gas Service 04/19- 06/20/2016 21.06 505 00 7110 Natural Gas 1064 Nicor 06/17/16 x054542 Natural Gas Service 05/17- 06/16/2016 149.34 506 00 7110 Natural Gas 1064 Nicor 06/16/16 x400005 Natural Gas Service 05/16- 06/16/2016 82.48 507 Total 00 - Non Departmental 2221 872.07 508 Total 500 - Water/Sewer Fund 872.07 509 Fund: 600 - Risk Management Fund 510 00 5570 Self Insured P&L Expense 1124 Braniff Communications Inc 0030056 Repair of Damage to Outdoor Siren 03/11/2016-Reimb by Insurance 232.50 511 Total 00 - Non Departmental 2221 232.50 512 Total 600 - Risk Management Fund 232.50 513 Fund: 700 - Escrow Fund 514 N/A 2221 Taste of Des Plaines 2080 Midwest Gaming & Entertainment LLC 2016 Taste of DP Restaurant Payout for 1,964 Tickets for 2016 Taste 1,964.00 515 N/A 2221 Taste of Des Plaines 6226 Des Plaines Pizza Inc 2016 Taste of DP Restaurant Payout for 2,385 Tickets for 2016 Taste 2,385.00 516 N/A 2221 Taste of Des Plaines 3148 T -Bob's LLC 2016 Taste of DP Restaurant Payout for 3,379 Tickets for 2016 Taste 3,379.00 517 N/A 2221 Taste of Des Plaines 5219 American Wild Burger LLC 2016 Taste of DP Restaurant Payout for 4,489 Tickets for 2016 Taste 4,489.00 518 N/A 2221 Taste of Des Plaines 6225 Evan's Place Inc 2016 Taste of DP Restaurant Payout for 5,367 Tickets for 2016 Taste 5,367.00 519 N/A 2221 Taste of Des Plaines 6223 Paramount Company 1000153 51 T -Shirts for 2016 Taste of Des Plaines & Art Charge 831.35 520 N/A 2221 Taste of Des Plaines 6227 Sunrise Grill & Catering Inc 2016 Taste of DP Restaurant Payout for 3,372 Tickets for 2016 Taste 3,372.00 Page 23 of 25 City of Des Plaines Warrant Register - 07/18/2016 Manual Checks Line # Org Account Vendor Invoice Invoice Desc Amount 521 N/A 2221 Taste of Des Plaines 6228 Charcoal Delights on Oakton Inc 2016 Taste of DP Restaurant Payout for 7,365 7,365.00 Tickets for 2016 Taste 522 N/A 2221 Taste of Des Plaines 6229 Taco Burrito King 14 Inc 2016 Taste of DP Restaurant Payout for 3,136 3,136.00 Tickets for 2016 Taste 523 N/A 2226 Special Events -July 3227 Jesse White Tumbling Team 2016 Parade 4th ofJuly Parade Performers 950.00 4th 524 Total N/A 33,238.35 525 Total 700 - Escrow Fund 33,238.35 526 GRAND TOTAL 40,253.65 Page 24 of 25 City of Des Plaines Warrant Register 07/18/2016 Summary Automated Accounts Payable Manual Checks Payroll RHS Payout Electronic Transfer Activity: Bank of America Credit Card Chicago Water Bill ACH Postage Meter Direct Debits Utility Billing Refunds First Merit Bank Fees IMRF Payments FEMA Buyouts Debt Service Employee Medical/Dental Trust Total Cash Disbursements: Amount Transfer Date $ 1,958,318.24 ** 7/18/2016 $ 40,253.65 ** 7/1/2016 $ 1,210,056.48 7/8/2016 $ - $ - $ - $ $ 3,017.24 6/23/2016 $ $ 143,729.63 7/8/2016 $ - $ - $ - $ 3,355,375.24 * Multiple transfers processed on and/or before date shown ** See attached report Adopted by the City Council of Des Plaines This Eighteenth Day of July 2016 Ayes Nays Absent Gloria J. Ludwig, City Clerk Matthew J. Bogusz, Mayor Page 25 of 25 ODES PLAINES COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org MEMORANDUM Date: July 6, 2016 To: Michael G. Bartholomew, MCP, LEED AP, City Manager Lauren Pruss, AICP, Economic Development Coordinator From: Vijay Gadde, AICP, Interim Senior Planner Subject: Consideration of Map Amendment and Planned Unit Development, 240-310 Potter Road, Case #16 -021 -PUD -MAP (1St Ward) Issue: The Petitioner is requesting a (i) Preliminary Planned Unit Development (PUD) pursuant to Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the construction of a parsonage and parking; and (ii) an Amendment to the Official Des Plaines Zoning Map, as amended, to reclassify the property from the R-1 Single -Family Residential to R-3 Townhouse Residential District. Owners: Petitioner: Zoning Map Amendment and Planned Unit Development Report Chicago Mar Thoma Church, 240 Potter Road, Des Plaines, IL 60016 Richard Vane, 240 N. Industrial Drive, Bradley, IL 60195 Real Estate Index Numbers 09-15-102-013-0000, 09-15-102-014-0000, 09-15-102-015-0000, 09-15-102-041-0000, 09-15-102-042-0000 Existing Zoning: R-1 Single -Family Residential Existing Land Use: Place of Worship Surrounding Zoning: North: R-1 Single -Family Residential South: R-1 Single -Family Residential East: Unincorporated Cook County West: R-1 Single -Family Residential Surrounding Land Use: North: Residential South: Residential East: Residential Page 1 of 37 West: Residential Street Classification: Potter Road is a collector street. Comprehensive Plan: The Comprehensive Plan designates the site Single Family Residential. Development Schedule: The immediate development includes parking lot expansion and a parsonage building. Future plans include a class room building. Project Description: The subject property is zoned R-1. A Place of Worship is a conditional use in the R-1 Single -Family Residential District and a Conditional Use was granted in 2006 (Z-5-06, Case# 05 -86 -CU) which allowed the expansion of the building and parking. The contiguous properties on Potter Road are all owned by the Church and are considered to be one zoning lot. No more than one principal structure is permitted on a zoning lot, unless granted approval through a Planned Unit Development (PUD). Furthermore, planned unit developments are not permitted in the R-1 zone. The applicant is requesting approval to add more parking, construct a parsonage, as well as a future building for Sunday school purposes. As this proposal is not permitted in the R-1 zone, the property must be rezoned to another zoning classification where planned unit developments are permitted. The proposed Map Amendment to R-3 Townhouse Residential, will permit more than one principal building on the zoning lot, if approved. The 3.43 acre site meets the 2 acre minimum requirement in the R-3 Single -Family Residential District to request a PUD as a Conditional Use. Standards for a Zoning Map Amendment: To analyze this map amendment request, the standards for amendments contained in Section 12-3-7(E) of the Zoning Ordinance are used. Following is a discussion of those standards. A. Whether the proposed amendment is consistent with the goals, objectives, and policies of the Comprehensive Plan. The 2007 City of Des Plaines Comprehensive Plan recommends Single Family Residential for this site. The proposed R-3 zone with PUD is consistent with this designation for the following reasons: 1. Churches and parish houses are a conditional use in the existing R-1 zone, but permitted by right in the R-3 zone. Given that the applicant has applied for R-3 zoning with PUD approval, the same protective measures that would be afforded the neighborhood and surrounding area by a conditional use are applied during the approval process for the planned unit development. 2. If approved, the PUD approval would restrict the use of the property to exactly as outlined in this application and would not permit the development of townhomes on the property. B. Whether the proposed amendment is compatible with the current conditions and the overall character of existing developments in the immediate vicinity of the subject property. In general, churches are generally compatible with residential uses in close proximity as evidenced by their classification as a conditional use in the R-1 and R-2 zoning, and as a permitted use in all other residential zones. C. Whether the proposed amendment is appropriate considering the adequacy of public facilities and Page 2 of 37 services available to the subject property. The Public Works and Engineering and Fire Departments have reviewed the preliminary plans and provided comments regarding public utilities. D. Whether the proposed amendment will have an adverse effect on the value of properties throughout the jurisdiction. The proposed Church expansion is unlikely to have an adverse effect on the value of the residential properties throughout the jurisdiction. The proposed use is permitted in the proposed R-3 Zoning District. E. Whether the proposed amendment reflects responsible standards for development and growth. The proposed map amendment to reclassify the properties to R-3 Zoning District is consistent with the future Single Family Residential land use expressed in the adopted Comprehensive Plan. Planned Unit Development Findings: The proposed development is reviewed below in terms of the findings contained in Section 12-3-5 of the Zoning Ordinance. A. The extent to which the Proposed Plan is or is not consistent with the stated purpose of the PUD regulations in Section 12-3-5: The proposed plan is consistent with the stated purpose of Section 12-3-5 (A) of the Zoning Ordinance. The plan would provide a maximum choice in the types of environment available to the public by allowing a development that would not be possible under the strict application of the zoning regulations which would require the proposed house at 310 Potter Road to be developed under separate ownership and control from the Church. B. The extent to which the proposed plan meets the prerequisites and standards of the planned unit development regulations: The proposed Planned Unit Development meets all PUD requirements contained in Section 12-3-5 of the Zoning Ordinance as it would be located in a zoning district (R-3, as proposed) that permits PUDs, it meets the minimum size standard of two acres, as it is 3.43 acres in size, and the land is under unified control of Chicago Mar Thoma Church. C. The extent to which the proposed plan departs from the applicable zoning and subdivision regulations otherwise applicable to the subject property, including, but not limited to the density, dimension, area, bulk, and use and the reasons why such departures are or are not deemed to be in the public interest: The proposed development would meet or exceed the following applicable zoning regulations if the property is reclassified to the R-3, Townhouse Residential District: • Minimum size for PUD: Two acres are required; the total site is 3.43 acres. • Maximum building coverage: Not applicable in R-3, Townhouse Residential. • 193 parking spaces required; 227 are proposed in addition to 2 spaces in front of the parsonage garage. • Maximum Building Height 45'; proposed 35'. • Compatibility with surrounding properties: The project is not expected to be detrimental to surrounding residential properties. Page 3 of 37 • General Design: The general design of the development is not expected to be detrimental to the public health, safety or general welfare. D. The extent to which the physical design of the proposed development does or does not make adequate provision for public services, provide adequate control of vehicular traffic, provide for, protect open space, and further the amenities of light and air, recreation and visual enjoyment: After reviewing the petitioner's preliminary building and site improvement plans, it appears that the proposed development provides adequate provision for the necessary infrastructure. Comments from the Public Works and Engineering Department, and Fire Department further address this issue. E. The extent to which the relationship and compatibility of the proposed development is beneficial or adverse to adjacent properties and neighborhood: The proposed Church expansion is unlikely to have an adverse effect on the adjacent residential properties for the reasons stated in Subsection A of the Zoning Map Amendment. F. The extent to which the proposed plan is not desirable to physical development, tax base and economic well-being of the entire community: We do not anticipate any negative impact on the city's tax base or the economic well-being of the community. G. The extent to which the proposed plan is in conformity with the recommendations of the 2007 Comprehensive Plan: The 2007 City of Des Plaines Comprehensive Plan recommends Single Family Residential for this site. The proposed PUD is consistent with this designation for the following reasons: 1. Churches and parish houses are a conditional use in the existing R-1 zone, but permitted by right in the R-3 zone. Given that the applicant has applied for R-3 zoning with PUD approval, the same protective measures that would be afforded the neighborhood and surrounding area by a conditional use are applied during the approval process for the planned unit development. 2. If approved, the PUD approval would restrict the use of the property to exactly as outlined in this application and would not permit the development of townhomes on the property. The Church representatives met with the neighbors on June 15, 2016 and reviewed their planning issues. To address the site plan concerns, the petitioner has revised the PUD/site plan increasing the buffer yard between the new parking and the west lot line from 10' to 20'. This increase allowed for an additional 14 existing trees along the west property line to be preserved. At the July 28, 2016 Planning & Zoning Board meeting, Richard Vane, the Petitioner, presented revisions to the revised plans and modifications the Church is willing to make based on the neighborhood meeting. Four members of the public spoke with concerns about the proposal including parking layout, existing fence, paving materials, and ingress and egress from Potter Road. Recommendation: At its July 28, 2016 meeting the Planning and Zoning Board recommended (7-0) that the City Council approve the Map Amendment from R-1 to R-3 Zoning District and the Preliminary Planned Unit Development (PUD) to allow for the construction of a parsonage and parking subject to the following conditions. Page 4 of 37 Conditions: A. The Petitioner shall engage the services of a certified arborist and provide to the City a tree preservation action plan prior to issuance of building permits for the grading and construction of the parking lot expansion. The arborist shall analyze the proposed trees to be saved and determine proper procedures and practices to ensure minimal impact to the saved trees including, but not limited to, installation of protective fencing and root pruning. B. Install an 8 -foot high sold fence along the west lot line abutting 285 Good Court. C. The existing refuse disposal dumpster shall be screened by a solid wood or masonry fence to a height of not less than 6 feet. D. Increase the landscape buffer along the west lot line abutting the new development from 10 feet to 20 feet and relocate the parking spaces to the east. E. Add landscape buffer along Potter Road with parkway trees and shrubs pursuant to the approved landscape plan. F. Revise the grading plan to allow an additional 14 trees to be preserved along the West and South lot lines. G. Install new foliage as indicated on the landscape plan. H. Provide a bond for the landscaping project. I. Provide a pedestrian walkway through the parking lot to the Church entrance. J. The level of illumination along the west and south lot lines shall not exceed 0.1 foot candles. I recommend approval of the requested Map Amendment from R-1 to R-3 Zoning District and the Preliminary Planned Unit Development (PUD) based upon the facts and circumstances presented in the staff report. Pursuant to Sections 12-3-7.D and 12-3-5.D of the Zoning Code, the City Council has the authority to approve, approve subject to conditions, or deny the above-mentioned zoning requests. It is requested that this item be placed on the Committee of the Whole agenda at the July 18, 2016 City Council meeting. Attachments: Attachment 1: Applications Attachment 2: Letter from Planning and Zoning Board to the Mayor Attachment 3: Location Map Attachment 4: Site and Context Photos Attachment 5: Draft Minutes of the June 28, 2016 Planning and Zoning Board Hearing Excerpt Ordinance Z-13-16 Approving a (i) Preliminary Planned Unit Development (PUD) to allow for the construction of a parsonage and parking at 240-310 Potter Road; and (ii) an Amendment to the Official Des Plaines Zoning Map, as amended, to reclassify the property from the R-1 Single -Family Residential to R-3 Townhouse Residential District Exhibit A: Plat of Survey prepared by Norman J Toberman and Associates, dated January 28, 2016 Exhibit B: PUD Concept and Site Plan dated June 16, 2016 Exhibit C: Landscape Plan date June 20, 2016 Exhibit D: Preliminary Engineering Plan dated June 16, 2016 Page 5 of 37 ALDES PLAINES [ 1. L 1 N 0 1. S COMMUNITYAND ECONOMIC DEVELOPMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5306 F: 847.391.5371 desplaines.org PLANNED UNIT DEVELOPMENT APPLICATION Do not write in this space — Office Use Only Address of Property 'MD +� p)Itiw 0 d Case # 1U-021- -VZ1' Tot - M AP Property Located in: Floodplain _ Yes No Floodway: Yes X No Fee Paid/ Receipt Number(67_Doa�S4ZgAmount $TlO Date T AD r/(0 Date Legal Notice Published: Mit 4RA lfJ May 2,141abt b Scheduled Hearing Date: Action by Planning and Zoning Board/City Council at 7:00 P.M. in Room 101, City Hall 1. A PLANNED UNIT DEVELOPMENT (P.U.D.) is requested in accordance with Article 3, Section 5 of the City of Des Plaines Zoning Ordinance to permit the construction of On the following described property (fill in or attach legal description): 2. A Map Amendment is also requested to change the present zoning district from R'1 to R-3 on the property described above. 3. Address of Property 240 - 310 Potter Road a42. 641 o 4. Property Index Number: o )� 9 _1 5 _1 0 2 _0 1 3 (From recent tax bill or township assessor's office) 5. Present Use of Property Place of Worship 6. Present Zoning District of Property R-1 7. Proposed Use (i.e. garage, room additions, etc..) Parsonage & Parking Attachment 1 Page 6 of 37 8. Name of Applicant(s) Chicago Mar T soma Church 9. Address of Applicant(s) 240 Potter Road Des Plaines, IL 10. Telephone Number ofApplicant(s) 11. Property Interest of Applicant(s) Owner 12. Name of Owner(s) Chicago Mar Thoma Church Email 13. Address of Owner(s) 240 Potter Road Des Plaines, IL 14. Telephone Number of Owner(s) 6, 9- 15. Name(s) of Trust Beneficiary(ies) 16. Address(es) of Trust Beneficiary(ies) 17. Name of Contact Person 1 Cl b V 18. Telephone Number of Contact Person R t S ` 1/ 7 5 b$O Email y jv4v g 1115.2 • covn 19. Address of Contact Person 46- _ 1NThi.s j ia..- ' . - gRJ4Oi.1r y, 1' C. (g iS" 20. All applications involving property held by a land trust must be signed by the trust officer of the institution holding the trust as the owner of the property. Additionally, the trust beneficiary (les) and his/her (their) current address (es) must be disclosed on the application form. The application must also be accompanied by the following: 1. Certified copy of the trust agreement: 2. A letter from the trustee certifying that the beneficiary(ies) as shown on the application are correct and disclosing any beneficiary changes or lack thereof during the 12 months immediately preceding the filing of this application. 1 (we) certify that all of the above statements are and the statements contained in any papers or plans submitted herewith are true to the best of my (our) knowledge and belief. I (we) consent to the entry in or upon the premises described in this application by any authorized official of the City of Des Plaines, Illi ois, for the urpose of posting, maintaining, and removing such notices as may be required. ./, Signature of Applicant or Authorized Agent sdkqactivi—A- Signature of Owner Attachment 1 4 -�5 .} 2-0 H. Date 4-- 14' 2_01 c, Date Page 7 of 37 ILLINOIS COMMUNITY AND ECONOMIC DEVELOPMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5306 F: 847.391.5371 desplaines.org MAP/TEXT AMENDMENT APPLICATION Do not write in this space — Office Use Only Address of Property 1'60 -aO 'pato/' Tioa61 Case # 111 -0)_( -To L D2 -(-u: Property Located in: Floodplain ® Yes () No Floodway: _C)Yes a No 204 - DC033421 Fee Paid/ Receipt Number Amount )-2O ate L ( l Date Legal Notice Published: liVk1 at)` Scheduled Hearing Date: Ykiliti kOt at 7:00 P.M. in Room 101, City Hall Action by Planning and Zoning Board/City Council 1. Address of Property 240 to 310 Potter Road 2. An Amendment is requested to the City of Des Plaines Zoning Ordinance to change Map as follows: (Map or Text) 3. A Map Amendment is requested to change the present zoning district from R-1 toR3 (Proposed Zoning District) See attached legal description (Present Zoning District) On the following described property (fill in or attach legal description. 4. A Text Amendment is requested to revise/add/delete NIA (Circle One) (Section/Paragraph) 04:2- 011 as follows: o l¢ 5. Property Index Number: 0 9 - 1 5 _ 1 0 2 _ 0 1 3 or township assessor's office) (From recent tax hill 6. Present Use of Property Place of Worship 7. Present Zoning District of Property R-1 Attachment 1 Page 8 of 37 STATEMENT BY APPLICANT Address of Property: 240 to 310 Potter Road Case # v tYZi ~ D- tin AT) A statement containing all the circumstances, factors, and arguments that the petitioner offers in support of the proposed amendment, including an explanation of how the petition satisfies each of the standards set forth in Article 3, Section 3.7-5 (Standard for Amendments); A. Whether the proposed amendment is consistent with the goals, objectives, and policies of the Comprehensive Plan, as adopted and amended from time to time by the City Council; The comprehensive plan indicates the existing institutional use (place of worship) should continue. The proposed parking lot expansion and proposed parsonage are consistent with the place of worship use and the comprehensive plan. B. Whether the proposed amendment is compatible with current conditions and the overall character of existing development in the immediate vicinity of the subject property; The proposed amendment is compatible with current conditions since the proposed parking lot expansion will allow more off-street parking for the church and the parsonage is compatible with the adjacent single-family residences. The rezoning is needed to allow the parsonage to be constructed on property defined by the City as one zoning lot. C. Whether the proposed amendment is appropriate considering the adequacy of public facilities and services available to this subject property; Adequate public facilities & services are available at the property Attachment 1 Page 9 of 37 8. Proposed Use (i.e. garage, room additions, etc..) Parking & parsonage 9. Name of Applicant(s) Chicago Mar Thoma Church 10. Address of Applicant(s) 240 Potter Road Des Plaines, IL 11. Telephone Number of Applicant(s) Email 12. Property Interest of Applicant(s) Owner 13. Name of Owner(s) Chicago Mar Thoma Church 14. Address of Owner(s) 240 Potter Road Des Plaines, IL 15. Telephone Number of Owner(s) 16. Name(s) of Trust Beneficiary(ies) N/A i- c133 17. Address(es) of Trust Beneficiary(ies) N/A 18. Name of Contact Person R I C PAR D 1144 19. Telephone Number of Contact Persona/Si- 4 7 ge -cfb 8'0 Email y�' 20. Address of Contact Person 2 4 d A/ /h/Q.t, 7R /,t ` . )301-0C€ y i / L. g o'3 21. Complete Attached "Statement by Applicant" All applications involving property held by a land trust must be signed by the trust officer of the institution holding the trust as the owner of the property. Additionally, the trust beneficiary (ies) and his/her (their) current address (es) must be disclosed on the application form. The application must also be accompanied by the following: 1. Certified copy of the trust agreement: 2. A letter from the trustee certifying that the beneficiary(ies) as shown on the application are correct and disclosing any beneficiary changes or lack thereof during the 12 months immediately preceding the filing of this application. I (we) certify that all of the above statements are and the statements contained in any papers or plans submitted herewith are true to the best of my (our) knowledge and belief. 1 (we) consent to the entry in or upon the premises described in this application by any authorized official of the City of Des Plaines, Illinois, for the purpose of posting, maintaining, and removin such notices as may be required. 4 -L 9 — a Signature of Applicant or Authorized Agent Date Signature of Owner _r Attachment 1 Date Page 10 of 37 ODES PLAINTES June 29, 2016 COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org Mayor Bogusz and Des Plaines City Council CITY OF DES PLAINES Subject: Planning and Zoning Board, 240-310 Potter Road, Case #16 -021 -PUD -MAP, 1st Ward RE: Map Amendment and Planned Unit Development for 240-310 Potter Road Honorable Mayor and Members of the Des Plaines City Council: The Planning and Zoning Board met on July 28, 2016 to consider the Map Amendment from R-1 to R-3 Zoning District and the Preliminary Planned Unit Development (PUD) to allow for the construction of a parsonage and parking. 1. Richard Vane, the Petitioner, presented revisions to the plans. 2. Four members of the public spoke with concerns about the proposal including parking layout, existing fence, paving materials, and ingress and egress from Potter Road. 3. The Community and Economic Development Department recommended approval of the requested variations subject to a condition that the applicant shall engage the services of a certified arborist and provide to the City a tree preservation action plan prior to issuance of building permits. 4. The Planning and Zoning Board recommended (7-0) that the City Council approve the Map Amendment from R-1 to R-3 Zoning District and the Preliminary Planned Unit Development (PUD) to allow for the construction of a parsonage and parking subject to the following conditions: a. The applicant shall engage the services of a certified arborist and provide to the City a tree preservation action plan prior to issuance of building permits for the grading and construction of the parking lot expansion. The arborist shall analyze the proposed trees to be saved and determine proper procedures and practices to ensure minimal impact to the saved trees including, but not limited to, installation of protective fencing and root pruning. b. Install an 8 -foot high sold fence along the west lot line abutting the new parking area. c. The existing refuse disposal dumpster shall be screened by a solid wood or masonry fence to a height of not less than 6 feet. d. Increase the landscape buffer along the west lot line abutting the new development from 10 feet to 20 feet. e. Add landscape buffer along Potter Road with parkway trees and shrubs. Attachment 2 Page 11 of 37 f. Revise the grading plan to allow an additional 14 trees to be preserved along the West and South lot lines. g. Install new foliage as indicated on the landscape plan. h. Provide a bond for the landscaping project. i. Provide a pedestrian walkway through the parking lot to the Church entrance. j. The level of illumination along the west and south lot lines shall not exceed 0.1 foot candles. Respectfully submitted, James Szabo, Des Plaines Planning and Zoning Board, Chairman Cc: City Officials Aldermen File Attachment 2 Page 12 of 37 MI IP " ir GIS . m " Pnuallurn MapCfticeTM LOCA PON MAP Map created on May 1,2O1 2016 GIS Gonsortim arid MGP Iic. All Rights Reserve& The GIS C'orionetium and MOP we not liable faf :my use. mdif Cti v] LEL o:pliable Disdairaw: This snap is far gwieml informitim pusposes only. although the inform ti on is ::: :a so.:_w-d s=isto wyces may wrist and .the lisps should indepwidwitly cord acmsacy. The nap does not constitute a iegulatory detwmination an.d is not hese for en 2: En A Registered Land Suiveycc should ba consulted to detumine precise lotion toundwies on the gound. Attachment 3 Page 13 of 37 ITIMTWTIRMIT4M -ontext Photo WiTE7711 air; I 1 ' itter 'oa 1 WU Pi rRs Attachment 4 Page 14 of 37 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 4 Planning and Zoning Board Procedure Under Section 12-3-6(G) of the Zoning Ordinance (Major Variations) the Planning and Zoning Board has the ability to recommend that the City Council approve, approve subject to conditions, or disapprove the above-mentioned variations for installation of the EMB sign on the existing monument sign to allow: height of 7.5 feet, installation of the LED portion of the sign to occupy 36.74% of the total sign area, and to permit electronic message sign to be located within 155 feet of a residence in the R-1, R-2 and R-3 residential districts. Chairman Szabo asked if anyone in the audience is in favor or objects to this proposal. No one responded. A motion was made by Board Member Saletnik, seconded by Board Member Green, to approve the variations as requested. AYES: Saletnik, Green, Bader, Catalano, Hofherr, Schell, Szabo NAYES: None ***MOTION CARRIED UNANIMOUSLY*** Board Member Hofherr returned at 7:26 p.m. CONTINUED FROM MAY 24, 2016 1. Address: 240-310 Potter Road Case Number 16 -021 -PUD -MAP The petitioner is requesting an Amendment to the Official Des Plaines Zoning Map, as amended, to reclassify the properties from the R-1 Single Family Residential District to the R-3 Townhouse Residential District; and A Preliminary Planned Unit Development (PUD) is requested under Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the expansion of the parking lot of a Place of Worship that was approved as a Conditional Use and construction of a Parsonage with a PUD bulk exception for an existing 8 -foot front yard setback, instead of not less than 25 -feet. PINs: 09 -15 -102 -013 -0000,09 -15-102-014-00000,09-15-102-015-0000,09-15-102-041-0000, 09-15-102-042-0000 Petitioner: Richard Vane, 240 N. Industrial Drive, Bradley, IL 60915 Owner: Chicago Mar Thoma Church, 240 Potter Road, Des Plaines, IL 60016 Attachment 5 Page 15 of 37 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 5 Mr. Vance stated there was a meeting with the neighbors (there were 18 comments). He distributed a list pertaining to these. Mr. Vance gave a PowerPoint presentation and illustrated the site and parking lot expansion. He noted nearby neighbors. Following his document, Mr. Vance reviewed: 1. Site Planning a. 8' solid fencing around all lines adjacent to residential. He noted a new 6 ft. solid fence will be installed and mentioned it is not feasible to remove other fencing. An 8 ft. fence along the neighbor's property who is adjacent will be placed. b. Leave 25' landscape buffer along residential to the West and South (okay to leave existing parking zero lot line to Northwest). He advised this has increased significantly — now 20-24 ft. c. Relocate 9 West parking spots to the East with landscape buffer on Potter Road to include parkway trees and shrubbery. He noted this has been accommodated. d. Maintain as many existing trees as possible. He stated 14 trees will be preserved; increased from initial plan e. Plant new foliage pursuant to approved landscape plan. It has been agreed to do so. f. Bond over the landscape work as it has been omitted in the past. It has been agreed to do so. 2. Vehicular/Pedestrian Flow a. Close a redundant drive; use two remotely located. b. One-way in, one-way out. For a and b above, everything will remain as intended; no redesign of added parking lot c. School drop-off lane in lieu of 90 -degree parking. Petitioner believes this is not necessary. d. 12x32 fenced loading/dumpster bay. It has been agreed to do so. e. 9' landscaped circulation corridor through lot between buildings. A pedestrian walkway has been added. f. Zero -lighting spillage onto residential. Petitioner will adhere to City requirement. 3. Engineering a. Flow-through pavers for new lot to minimize detention size and protect tree roots. Petitioner does not believe this is necessary as a detention pond is being provided; referred to comment #4.c. stating it is a request for the City b. Natural detention shape in rear, outflow to Potter minimizing tree disturbance. Petitioner advised water will flow to Potter Road and not toward neighbors. c. New landscaped detention engineered to adequately contain new, existing parking and site, existing building improvements, to include parsonage and school building. The plan will remain as is. 4. Procedural a. Remain as R-1, Conditional Use with Variances. Plan will remain as is. b. Specific Variances to be determined to follow the appropriate adopted plan. Will remain as is. c. Introduce Zoning Code Amendment to use paving materials. See comments above. Board Member Schell asked: • Staff if some areas have permeable paving. Coordinator Pruss stated there is, and though it is not stated in the Code, it is allowed. • Petitioner regarding #3.a., why not provide pavers? Mr. Vance advised — it may be considered; it is costly and there is no obligation to provide. Attachment 5 Page 16 of 37 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 6 Board Member Green asked if the parking count stays the same. Mr. Vance advised — yes, and there are spaces lost in the pedestrian walkway. Chairman Szabo asked if the Board has further questions. There were none. Chairman Szabo stated if more trees are being preserved, that's impressive and shows you are working with the neighbors and accommodating their comments. Board Member Hofherr asked, regarding the 8 ft. fence area, does the neighbor know this will only be 8 ft. on his/her property? Mr. Vance replied — that can be addressed to the neighbor. Chairman Szabo asked Staff to provide the Staff Report which Interim Senior Planner Gadde gave. Issue: A Preliminary Planned Unit Development (PUD) is requested under Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the construction of a parsonage and parking. An Amendment to the Official Des Plaines Zoning Map, as amended, to reclassify the property from the R- 1 Single -Family Residential to R-3 Townhouse Residential District. The public hearing on this matter was continued from the May 24, 2016 Planning and Zoning Board meeting. Owners: Chicago Mar Thoma Church, 240 Potter Road, Des Plaines, IL 60016 Petitioner: Richard Vane, 240 N. Industrial Drive, Bradley, IL 60195 Case Number: 16 -021 -PUD -MAP Real Estate Index Numbers 09-15-102-013-0000, 09-15-102-014-0000, 09-15-102-015-0000, 09- 15-102-041-0000,09-15-102-042-0000 Ward: #1, Patricia Haugeberg Existing Zoning: R-1 Single -Family Residential Existing Land Use: Place of Worship Surrounding Zoning: North: R-1 Single -Family Residential South: R-1 Single -Family Residential East: Unincorporated Cook County West: R-1 Single -Family Residential Surrounding Land Use: North: Residential South: Residential East: Residential West: Residential Attachment 5 Page 17 of 37 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 7 Street Classification: Comprehensive Plan: Development Schedule: Potter Road is a collector street. The Comprehensive Plan designates the site Single Family Residential. The immediate development includes parking lot expansion and a parsonage building. Future plans include a class room building. Project Description: A Place of Worship is a conditional use in the R-1 Single -Family Residential District and a Conditional Use was granted in 2006 (Z-5-06, Case# 05 -86 -CU) which allowed the expansion of the building and parking. The contiguous properties on Potter Road are all owned by the Church and are considered to be one zoning lot. The proposed Map Amendment allows more than one principal building on the zoning lot. The 3.43 acre site meets the 2 acre minimum requirement in the R-3 Single -Family Residential District to request a Planned Unit Development (PUD) as a Conditional Use. The Church representatives met with the neighbors on June 15, 2016 and reviewed their planning issues. To address the site plan concern, the petitioner has revised the PUD/site plan increasing the buffer yard between the new parking and the west lot line from 10' to 20'. This increase allowed for an additional 14 existing trees along the west property line to be preserved. Analysis: Based on the neighborhood discussion, the Church is willing to increase the height of the proposed fence along the west lot line abutting the new parking from 6' to 8'. The height of a fence for residential use is typically 6' when located in rear yard. Eight -foot -high fences are typically used when nonresidential uses, such as commercial, abut residential uses. The Church also agreed to screen the refuse disposal dumpster, to be located behind the church, near the NW corner of the existing parking lot. Standards for a Zoning Map Amendment To analyze this map amendment request, the standards for amendments contained in Section 12-3-7(E) of the Zoning Ordinance are used. Following is a discussion of those standards. A. Whether the proposed amendment is consistent with the goals, objectives, and policies of the Comprehensive Plan. The 2007 City of Des Plaines Comprehensive Plan recommends Single Family Residential for this site. The proposed R-3 zone with PUD is consistent with this designation for the following reasons: 1. Churches and parish houses are a conditional use in the existing R-1 zone, but permitted by right in the R-3 zone. Given that the applicant has applied for R-3 zoning with PUD approval, the same protective measures that would be afforded the neighborhood and surrounding area by a conditional use are applied during the approval process for the planned unit development. 2. If approved, the PUD approval would restrict the use of the property to exactly as outlined in this application and would not permit the development of townhomes on the property. Attachment 5 Page 18 of 37 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 8 B. Whether the proposed amendment is compatible with the current conditions and the overall character of existing developments in the immediate vicinity of the subject property. In general, churches generally compatible with residential uses in close proximity as evidence by their classification as a conditional use in the R-1 and R-2 zoning, and as a permitted use in all other residential zones. C. Whether the proposed amendment is appropriate considering the adequacy of public facilities and services available to the subject property. The Public Works and Engineering and Fire Departments have reviewed the preliminary plans and provided comments regarding public utilities. D. Whether the proposed amendment will have an adverse effect on the value of properties throughout the jurisdiction. The proposed Church expansion is unlikely to have an adverse effect on the value of the residential properties throughout the jurisdiction. The proposed use is permitted in the proposed R-3 Zoning District. E. Whether the proposed amendment reflects responsible standards for development and growth. The proposed map amendment to reclassify the properties to R-3 Zoning District is consistent with the future Single Family Residential land use expressed in the adopted Comprehensive Plan. Planned Unit Development Findings The proposed development is reviewed below in terms of the findings contained in Section 12-3-5 of the Zoning Ordinance. A. The extent to which the Proposed Plan is or is not consistent with the stated purpose of the PUD regulations in Section 12-3-5: The proposed plan is consistent with the stated purpose of Section 12-3-5 (A) of the Zoning Ordinance. The plan would provide a maximum choice in the types of environment available to the public by allowing a development that would not be possible under the strict application of the zoning regulations which would require the proposed house at 310 Potter Road to be developed under separate ownership and control from the Church. B. The extent to which the proposed plan meets the prerequisites and standards of the planned unit development regulations: The proposed Planned Unit Development meets all PUD requirements contained in Section 12-3-5 of the Zoning Ordinance as it would be located in a zoning district (R-3, as proposed) that permits PUDs, it meets the minimum size standard of two acres, as it is 3.43 acres in size, and the land is under unified control of Chicago Mar Thoma Church. C. The extent to which the proposed plan departs from the applicable zoning and subdivision regulations otherwise applicable to the subject property, including, but not limited to the density, Attachment 5 Page 19 of 37 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 9 dimension, area, bulk, and use and the reasons why such departures are or are not deemed to be in the public interest: The proposed development would meet or exceed the following applicable zoning regulations if the property is reclassified to the R-3, Townhouse Residential District: • Minimum size for PUD: Two acres are required; the total site is 3.43 acres. • Maximum building coverage: Not applicable in R-3, Townhouse Residential. • 193 parking spaces required; 227 are proposed in addition to 2 spaces in front of the parsonage garage. • Maximum Building Height 45'; proposed 35'. • Compatibility with surrounding properties: The project is not expected to be detrimental to surrounding residential properties. • General Design: The general design of the development is not expected to be detrimental to the public health, safety or general welfare. D. The extent to which the physical design of the proposed development does or does not make adequate provision for public services, provide adequate control of vehicular traffic, provide for, protect open space, and further the amenities of light and air, recreation and visual enjoyment: After reviewing the petitioner's preliminary building and site improvement plans, it appears that the proposed development provides adequate provision for the necessary infrastructure. Comments from the Public Works and Engineering Department, and Fire Department further address this issue. E. The extent to which the relationship and compatibility of the proposed development is beneficial or adverse to adjacent properties and neighborhood: The proposed Church expansion is unlikely to have an adverse effect on the adjacent residential properties for the reasons stated in Subsection A of the Zoning Map Amendment. F. The extent to which the proposed plan is not desirable to physical development, tax base and economic well-being of the entire community: We do not anticipate any negative impact on the city's tax base or the economic well-being of the community. G. The extent to which the proposed plan is in conformity with the recommendations of the 2007 Comprehensive Plan: The 2007 City of Des Plaines Comprehensive Plan recommends Single Family Residential for this site. The proposed PUD is consistent with this designation for the following reasons: 1. Churches and parish houses are a conditional use in the existing R-1 zone, but permitted by right in the R-3 zone. Given that the applicant has applied for R-3 zoning with PUD approval, the same protective measures that would be afforded the neighborhood and surrounding area by a conditional use are applied during the approval process for the planned unit development. Attachment 5 Page 20 of 37 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 10 2. If approved, the PUD approval would restrict the use of the property to exactly as outlined in this application and would not permit the development of townhomes on the property. Recommendation: The Community Development Depat lment recommends approval of the Map Amendment from R-1 to R-3 Zoning District and the Preliminary Planned Unit Development (PUD) to allow for the construction of a parsonage and parking subject to the following condition: • The applicant shall engage the services of a certified arborist and provide to the City a tree preservation action plan prior to issuance of building permits for the grading and construction of the parking lot expansion. The arborist shall analyze the proposed trees to be saved and determine proper procedures and practices to ensure minimal impact to the saved trees including, but not limited to, installation of protective fencing and root pruning. Plan & Zoning Board Procedure: The Planning & Zoning Board may vote to recommend approval, approval with modifications, or disapproval. The City Council has final authority over the Map Amendment and PUD. Coordinator Pruss noted that conditions could be added regarding 8 ft. fence and refuse enclosure (but not required as these are existing). Chairman Szabo asked if the Board has further questions. There were none. He asked if anyone in the audience is in favor of this proposal — 55 people raised their hands. Chairman Szabo asked if anyone objects to this proposal — 6 people raised their hands. Three people identified themselves as not being with the Church. He asked if anyone in favor has something new to add to please step forward. No one responded. He asked if anyone objects. The following came forward and were sworn in by Chairman Szabo: • Kerry Levin 1455 Golf Road Mr. Levin advised he is speaking on behalf of the neighbors and owns 3 homes around the Church. He advised a meeting took place on June 15th. On June 20th, he noted a revised plan was provided and negligible. Mr. Levin developed his own site plan. This presentation will give solutions to more changes. The two plans (original and revised from the Church) were referenced. Mr. Levin noted the below refers to planning issues: o Two driveways 25 ft. apart cause a loop and two more driveways are being added. The neighbors would like 1 driveway in and 1 driveway out o Would like to continue landscaping on Potter Road o As trees will not survive, would like 9 parking spaces removed; increase landscaping o Struggling with having an 8 ft. fence for only 1 neighbor; looks inconsistent. Due to rezoning, an 8 ft. fence is warranted. Regarding this large monetary project, closing a curb cut may cost $5,000. o Neighbors request this petition be declined until: • More requested changes are made • Zoning is retained as R-1 District (with variances); R-3 is not needed • A traffic study is conducted ■ An amendment for permeable pavers is introduced; minimizes detention; less maintenance; keep it green Attachment 5 Page 21 of 37 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 11 Board Member Catalano asked Mr. Levin what his total parking spaces are. He advised the same as the Petitioner's. Board Member Green asked: • if there is a 6ft. fence now. Audience member, Diane Nelson, 285 Good Court, replied there is an existing 6 ft. fence already. Audience Member, Kevin Creely, 283 Good Court, advised it is a 6 ft. chain-link fence. • with the proposed islands in your plan, how does that impact existing drainage? Mr. Levin advised — there would be two new islands, and the old islands would be removed; more water would soak in the ground. Board Member Catalano stated, regarding landscaping, it does indicate 50% more is being proposed. Mr. Levin advised — Petitioner's plan could now be meeting the landscaping increase. Also a dumpster enclosure and fencing should be added. He noted he appreciates the Petitioner adding an enclosure around existing dumpster. Board Member Hofherr asked, on the driveways, if Mr. Levin is suggesting the drive closest to the Church be "in" and the next driveway closed, and the next driveway "out". In the revised plan, the second drive is open. Discussion took place on driveway issues (traffic control may be needed). Coordinator Pruss stated, if the driveways alter, a continuance is recommended so the Engineering and Fire Dept. staff can review same. She noted the Engineer has already reviewed this proposal. Board Member Green asked what the maintenance is for permeable pavers. Ms. Pruss advised it depends on the material. Board Member Saletnik asked Mr. Levin if his plan was presented to Petitioner. Mr. Levin advised it was not. Mr. Vance stated they have addressed the neighbors' comments and would like to proceed with this proposal. Board Member Catalano advised, regarding Engineering comments, if there was a traffic report though it may not have been required. Ms. Pruss advised — if Engineering had significant comments, they would've been noted in the Staff Report. Mr. Levin provided comments of absent neighbors for the record. Mr. Levin stated he believes these outstanding issues are significant enough to not push this petition through. More audience members came forward and were sworn in by Chairman Szabo: • Pamela Warford 2530 E. Church Ms. Warford commented on: o the driveway situation and cited the Mosque was only allowed two driveways. She noted this should also be considered with this proposal as it is a better plan for traffic control. o She is against the R-3 Zoning and referred to May 20th's memorandum. She asked why 310 Potter can't have its own parcel which can eliminate R-3 Zoning. Attachment 5 Page 22 of 37 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 12 o As the City is plagued with water issues, we should gravitate and improve our environment and therefore request permeable pavers. While water may flow to Potter Road, it is not going away Board Member Green stated, based on the first plan, the Church staff and neighbors met (both plans were approved by Staff); believe the Church did a good job on addressing the comments. Coordinator Pruss addressed zoning issues and stated a PUD cannot be requested in the R-1 Zone. This must be considered as contiguous parcels on one Zone. Mr. Weiss, General Counsel, stated this must be considered as a single -zoning lot. A motion was made by Board Member Green to recommend approval to City Council, with Staff recommendations and these proposed modifications: • have an arborist review • 8 ft. fence in the area of one neighbor • enclose refuse area Board Member Catalano seconded the motion and amended these neighbors' planning issues be met: • leave landscape buffer along residential to the West and South (okay to leave existing parking zero lot line to Northwest) • Relocate 9 West parking spots to the East with landscape buffer on Potter Road to include parkway trees and shrubbery • Maintain as many existing trees as possible • Plant new foliage pursuant to approved landscape plan • Bond over the landscaping work as it has been omitted in the past • 12x32 fenced loading/dumpster bay • 9' landscaped circulation corridor through lot between buildings Board Member Green accepted the amendment. AYES: Green, Catalano, Bader, Saletnik, Hofherr, Schell, Szabo NAYES: None ***MOTION CARRIED UNANIMOUSLY*** Chairman Szabo stated a recommendation will be submitted to City Council. Church Representative, Shijy Alex thanked the Board, and as a Christian organization, he advised they will work with and improve the City of Des Plaines. Chairman Szabo called for a 5 -minute recess at 8:40 p.m. The meeting reconvened at 8:45 p.m. Attachment 5 Page 23 of 37 CITY OF DES PLAINES ORDINANCE Z - 13 - 16 AN ORDINANCE APPROVING A ZONING MAP AMENDMENT AND A PRELIMINARY PLAT OF PLANNED UNIT DEVELOPMENT FOR 240-310 POTTER ROAD, DES PLAINES, ILLINOIS. (Case #16 -021 -PUD -MAP). WHEREAS, The Chicago Mar Thoma Church, an Illinois not-for-profit corporation ("Petitioner"), is the owner of the property consisting of approximately 3.43 acres, located in the R-1 Single -Family Residential District ("R-1 District"), commonly known as 240-310 Potter Road, Des Plaines, Illinois ("Subject Property"); and WHEREAS, the Subject Property consists of a church and a parking lot and is considered a single zoning lot; and WHEREAS, the Petitioner desires to construct on the subject property: (i) an expansion to the existing the parking lot ("Proposed Parking Lot Expansion"); and (ii) a parsonage building (Proposed Parsonage Building"); and WHEREAS, the City of Des Plaines Zoning Ordinance of 1998, as amended, is codified as Title 12 of the City Code of the City of Des Plaines ("Zoning Ordinance"); and WHEREAS, pursuant to Section 12-7-2.D of the Zoning Ordinance, two buildings with the same ownership are not permitted to be constructed on the same zoning lot within the R-1 District; and WHEREAS, pursuant to Sections 12-3-7 and 12-3-5 of the Zoning Ordinance, the Petitioner filed an application with the City for the approval of: (i) a map amendment ("Proposed Map Amendment") to the "Zoning Map of the City of Des Plaines" ("Zoning Map") to rezone the Subject Property from the R-1 District to the R-3 Townhouse Residential District ("R-3 District"); (ii) a preliminary plat of planned unit development of the Subject Property ("Proposed Preliminary Plat of PUD"); and WHEREAS, within fifteen (15) days after the receipt thereof, the Petitioner's application was referred by the Department of Community and Economic Development to the Planning and Zoning Board of the City of Des Plaines ("PZB"); and WHEREAS, within ninety (90) days after the date of the Petitioner's application, a public hearing was held by the PZB on July 28, 2016, pursuant to publication in the Des Plaines Journal on June 10, 2016; and WHEREAS, notice of the public hearing was mailed to all property owners within 300 feet of the Subject Property; and 1 Page 24 of 37 WHEREAS, during the public hearing the PZB heard competent testimony and received evidence with respect to how the Petitioner intended to satisfy and comply with the provisions of the Zoning Ordinance; and WHEREAS, pursuant to Sections 12-3-7 and 12-3-5 of the Zoning Ordinance, the PZB filed a written report with the City Council on June 29, 2016, summarizing the testimony and evidence received by the PZB and stating its recommendation, by a vote of 7-0, to approve the Proposed Map Amendment and the Proposed Preliminary Plat of PUD, subject to conditions; and WHEREAS, the Petitioner made representations to the PZB with respect to the Proposed Map Amendment and the Proposed Preliminary Plat of PUD, which representations are hereby found by the City Council to be material and upon which the City Council relies in approving the Proposed Map Amendment and the Proposed Preliminary Plat of PUD; and WHEREAS, the City Council has considered the written report of the PZB, the applicable standards for map amendments and planned unit developments set forth in the Zoning Ordinance, and the Community and Economic Development Staff Memorandum dated June 29, 2016, and has determined that it is in the best interest of the City and the public to approve the Proposed Map Amendment and the Proposed Preliminary Plat of PUD in accordance with the provisions of this Ordinance; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1. RECITALS. The recitals set forth above are incorporated herein by reference and made a part hereof, the same constituting the factual basis for the approval of the Proposed Map Amendment and Proposed Preliminary Plat of PUD. SECTION 2. LEGAL DESCRIPTION OF SUBJECT PROPERTY. The Subject Property is legally described as: PARCEL 1 LOT 3 (EXCEPT THE EAST 17.00 FEET THEREOF) 1N TALLANT'S GREEN ACRES, A SUBDIVISION OF LOT 8 IN FREDRICH MEINSCHAUSEN'S DIVISION OF LANDS IN SECTIONS 15 AND 16, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. PARCEL 2 LOT 4 (EXCEPT THE EAST 17.00 FEET THEREOF) IN TALLANT'S GREEN ACRES, A SUBDIVISION OF LOT 8 IN FREDRICH MEINSCHAUSEN'S DIVISION OF LANDS IN SECTIONS 15 AND 16, TOWNSHIP 41 NORTH, 2 Page 25 of 37 RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. PARCEL 3 LOT 5 (EXCEPT THE EAST 17.00 FEET THEREOF) 1N TALLANT'S GREEN ACRES, A SUBDIVISION OF LOT 8 IN FREDRICH MEINSCHAUSEN'S DIVISION OF LANDS IN SECTIONS 15 AND 16, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. PARCEL 4 LOT 6 (EXCEPT THE SOUTH 65.00 FEET AS MEASURED ALONG THE WEST LINE OF POTTER ROAD AND ALSO EXCEPT THE EAST 17.00 FEET THEREOF) IN TALLANT'S GREEN ACRES, A SUBDIVISION OF LOT 8 IN FREDRICH MEINSCHAUSEN'S DIVISION OF LANDS IN SECTIONS 15 AND 16, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. PARCEL 5 THE SOUTH 65.00 FEET OF LOT 6 (EXCEPT THE EAST 17.00 FEET THEREOF) IN TALLANT'S GREEN ACRES, A SUBDIVISION OF LOT 8 IN FREDRICH MEINSCHAUSEN'S DIVISION OF LANDS IN SECTIONS 15 AND 16, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. PINS: 09-15-102-013-0000, 09-15-102-014-0000, 09-15-102-015-0000, 09-15-102-041-0000, 09-15-102-042-0000. Commonly known as 240-310 Potter Road, Des Plaines, Illinois. SECTION 3. APPROVAL OF PROPOSED MAP AMENDMENT. Subject to and contingent upon the conditions set forth in Section 6 of this Ordinance, and pursuant to Section 12-3-7 of the Zoning Ordinance, the City Council has considered the factors relevant to the approval of map amendments and has determined that the procedure for the review of map amendments has been satisfied. The City Council hereby approves the Proposed Map Amendment, and the Zoning Map is hereby amended to rezone the Subject Property from the R-1 District to the R-3 District. 3 Page 26 of 37 SECTION 4. APPROVAL OF PROPOSED PRELIMINARY PLAT OF PUD. Subject to and contingent upon the conditions set forth in Section 6 of this Ordinance, and pursuant to Section 12-3-5 of the Zoning Ordinance, the City Council hereby approves the Proposed Preliminary Plat of PUD, titled "P.U.D. Concept Site Plan," consisting of one sheet, prepared by M. Gingerich, Gereaux & Associates, and with a latest revision date of June 6, 2016, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit A. The City Council hereby directs the Zoning Administrator to accept the Proposed Preliminary Plat of PUD, subject to and contingent upon the conditions set forth in Section 6 of this Ordinance. SECTION 5. EFFECT OF APPROVAL OF PROPOSED PRELIMINARY PLAT OF PUD. Pursuant to Section 12-3-5.D.3 of the Zoning Ordinance, the approval of the Proposed Preliminary Plat of PUD for the Subject Property, as provided in Section 4 of this Ordinance, will not be deemed or interpreted as authorizing or entitling the development or the improvement of the Subject Property in any manner whatsoever unless and until the City Council approves, by ordinance or resolution duly adopted, as the case may be, a conditional use permit of planned unit development, pursuant to Section 12-3-5.D.5 of the Zoning Ordinance. Nothing herein will be deemed or interpreted as obligating or requiring the City Council to approve a conditional use permit of planned unit development. Further, the City Council has no obligation to consider or approve a conditional use permit for a planned unit development unless and until the Petitioner complies with the applicable procedures for the review and approval of a final plat of planned unit development for the Subject Property, as set forth in Section 12-3-5.D.5 of the Zoning Ordinance; and SECTION 6. CONDITIONS OF APPROVAL. The approvals of the Map Amendment granted pursuant to Section 3 of this Ordinance and of the Proposed Preliminary Plat 4 Page 27 of 37 of PUD granted pursuant to Section 4 of this Ordinance are expressly subject to and contingent upon compliance by the Petitioner with each and all of the following conditions, all at the sole cost and expense of the Petitioner: A. The Petitioner must prepare and submit to the City: (i) a final plat of planned unit development for the Subject Property that meets all the requirements of Section 12- 3-5 and Section 12-14-5 (Minimum Submittal requirements for PUDs) of the Zoning Ordinance and the comments set forth in the staff memorandum regarding the Petitioner's application dated June 29, 2016. B. The Petitioner must pay all applicable fees for building permits and related approvals. C. The Petitioner must obtain written final engineering approval of the Proposed Development from the City Director of Public Works and Engineering. D. The Petitioner must, at its sole cost and expense, procure the services of a certified arborist to prepare and submit to the City for approval, prior to the issuance of building permits for the grading and construction of the Proposed Parking Lot Expansion, a tree conservation action plan to ensure minimal impact to saved trees on the Subject Property. The tree conservation action plan shall include, but is not limited to, the installation of protective fencing and root pruning as protective practices. E. The Petitioner will construct the Proposed Parsonage Building in conformance with the "Proposed Parsonage Concept" prepared by Anderson Associates Architects, consisting of three sheets, and copyright dated 2015, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit B. 5 Page 28 of 37 F. The Petitioner will install landscaping and fencing in substantial conformance with the "Landscape Plan" prepared by Upland Design, Ltd., consisting of one sheet, and last revised on June 20, 2016, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit C. G. The Petitioner will construct the Proposed Parsonage Building and Proposed Parking Lot Extension in conformance with the "Preliminary Engineering Plan" prepared by M. Gingerich, Gereaux and Associates, consisting of one sheet, and last revised on June 16, 2016, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit D. SECTION 7. TIME PERIOD FOR SUBMISSION OF FINAL PLAT OF PLANNED UNIT DEVELOPMENT. Pursuant to and in accordance with Section 12-3-5.D.3 of the Zoning Ordinance, the Petitioner must submit for review and approval by the City a final plat of planned unit development for the Subject Property no later than the date that is 180 days after the effective date of this Ordinance. SECTION 8. EFFECTIVE DATE. This Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. SECTION 9. SEVERABILITY. If any paragraph, section, clause or provision of this Ordinance is held invalid, the remainder shall continue in full force and effect without affecting the validity of the remaining portions of the Ordinance. [SIGNATURE PAGE FOLLOWS] 6 Page 29 of 37 PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT ATTEST: CITY CLERK MAYOR Published in pamphlet form this Approved as to form: day of , 2016. CITY CLERK Peter M. Friedman, General Counsel I, , being the owner or other party in interest of the property legally described within this Ordinance, having read a copy of the Ordinance, do hereby accept, concur and agree to develop and use the Subject Property in accordance with the terms of this Ordinance. Dated: (Signature) DP -Ordinance Approving Pre PUD Plat and Zoning Map Amendment 240-310 Potter Rd Mar Thoma Church (2016) 7 Page 30 of 37 ate° i° SCALE : 1 = 40' Lol 19 utility pole at comer placed 1 Iran Moe an One and 5.000 South of corner Lot 18 Lot 17 Lot 16 PG005 10\ \°° 5 017 tat J_ nye Rot I.Is see 0.10 Eart rerr�p C'L th line of Emerson Street --�� Lot 2 282..21 placed r" Iron pipe at comer 640 church 8 Tding. / 240 Potter RIN9q..!/ Lot 3 iikelkee P l\RICE-L 2 Lot 4 PARCEL 3 Lot 5 P AR4 4 Lot 6 North 161e of the South 65.00 feet of Lot 6 PARCEL 5 281.95 found 5/B Iron rad at corner Lot 14 Lot 7 l} Mooed r iron Moe at corner PLAT OF SURVEY of PARCEI. 1: LOT 3 (EXCEPT THE EAST 17.00 FEET TI IEREOF) 1N TALLANT'S GREEN ACRES. A SUBDIVISION OF I.OT 81N FREDRICH. MEINSCHAUSEN'S DIVISION OF LANDS IN SECTIONS 15 AND 10, TOWNSHIP 41 NORTH, RANGE. 12. FAST OE -INT TI IIRD PRINCIPAL MERIDIAN. IN COOK COUNTY, ILLINOIS.. COMMONLY KNOWN AS: 240 POTTER ROAD, DES PLAINES, ILLINOIS. 09-15-102-013-000 PARCEL 2 LOT 4 (EXCEPT THE EAST 17.00 FEET TIIEREOF) 315 TALLANT'S GREEN ACRES, A SUBDIVISION OF 1.OT 01N FREDRICH MEINSCHAUSEN'S DIVISION OF LANDS IN SECTIONS 15 AND 16,TOWNSHIP 41 NORTH, RANGE. 12, FAST OF THE THIRD PRINCIPAL MERIDIAN. IN COOK COUNTY, ILLINOIS. COMMONLY KNOWN AS: 260 POTTER ROAD, DES PLAINES, ILLINOIS. P.I.N. 09-15-102-014-0000 PARCEL3 LOT 5 (EXCEPT THE EAST 17.00 FEET THEREOF) 1N TALLANT'S GREEN ACRES, A SUIODIVISION OF LOT 61N FREDRICH MEINSCHAUSEN'S DIVISION OF LANDS IN SECTIONS 15 AND 16, TOWNS' BP 41 NORTI4 RANGE. 12, EAST OF THE TI IIRD PRINCIPAI. MERIDIAN. IN COOK COIN1 Y. ILLINOIS. COMMONLY KNOWN AS: 200 POTTER ROAD, DES PLAINES. ILLINOIS. P.I.N. 09.15-102-015-0000 PARCEL LOT 6 (EXCEPT THE SOUTH 65.00 FEET A5 MEASURED ALONG 11013 WEST LINE. OF POTTER ROAD AND ALS0 EXCEPT 1110 EAST 17.00 FEET THEREOF) IN TALLANT S GREEN ACRES. A SUBDIVISION OF LOT 8 IN FREDRICII MEINSCHAUSEN'S DIVISION OF LANDS iN SEC -DONS 15 AND 16, TOWNSHIP 41 NORTH, RANGE 12. EAST OFTHE 111I515 PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS, COMMONLY KNOWN AS: 310 POTTER ROAD. DES PLAINES, ILLINOIS. 06-15-102-041-0000 PARCEL 5 THE SOUTH 65.00 FEET OF LOT 6 (EXCEPT THE FAST 17.00 FLEET 1141=RE011) IN TALIANTS GREETS ACRES, A SUBDIVISION OF LOT 8 IN FREDRICII MEINSCHAUSISN'S DIVISION OF (.ANDS IN SECTIONS 15 AND 16, TDWNSIIIP 41 NORTH. RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS, COMMONLY KNOWN AS: 310 POTTER ROAD, DES PLAINES. II..1.INOIS. P.I.N. 09-15-102-042.0000 State of Illinois SS County of Cook 1, David 83.craft, an IIJinpis Professional Lond Surveyor, do hereby certify that 1 have surveyed the property described in the caption of this plat and that this plat is o correct representation of said survey. dated at Arlington Heights, ltinois, this 28th doy oA Januoryc 2016 by crit i +/ es RNnols Professional Land Surveyor No. 2846 11-30-2016 This professional service conforms to the current Olinofs minimum standards for a boundary survey. For easements, building lines and other restrictions not shown hereon, refer to your abstract of title. deed, title policy and local zoning ordinance. Field work was completed January 26, 2016. All dimensions hereon shown unless it is otherwise noted are given in feet and dec+mal parts thereof. The area of the property surveyed equals 149,581 square feet. FILE NO. 13-6174 for: Chicago Mar Thoma Church 240 Potter Rood Des Robles, I1Nnols from the office of: Norman J. Toberman and Associates 115 South Wilke Road Suite 301 Arlington Heights, Illinois 847-439-8225 Exhibit A Page 31 of 37 SITE DATA TOTAL AREA (FIVE PARCELS) EXISTING CHURCH SEATING SUMMARY MAIN SANCTUARY BALCONY CHILDREN'S ROOM CHOIR = 3.43 ACRES 420 SEATS 80 SEATS 40 SEATS 30 SEATS TOTAL 570 SEATS PARKING SPACES REQUIRED = 1 SPACE PER 4 SEATS x 570 SEATS = 143 PARKING SPACES REQUIRED ESTIMATED FLOODPLAIN LIMITS (631.7) \ \ \\ \ _`.n*iG(15E:�S I EEFAMILY 'RESIDENCE', 2ll GDGD AVE P➢1 09 -IS -1p2-464'6000 ISENG ZONING',....._ ONING ' - USE'. SINGLE FAMILY RESIDENCE EXISTING ZONING: R-1 USE. SINGLE FAMILY RESIDENCE i EXISTING PARKING = 154 STANDARD SPACES PLUS H/C ACCESSIBLE = 6 ACCESSIBLE SPACES TOTAL EXISTING PARKING = 160 SPACES NOTE: 9 EXISTING SPACES WILL BE REMOVED FOR CONNECTION TO THE NEW PARKING LOT AND TO ADD ONE ACCESSIBLE SPACE NORTH OF THE CHURCH PROPOSED PARKING LOT EXPANSION NEW PARKING SPACES PROVIDED = 73 STANDARD SPACES PLUS H/C ACCESSIBLE = 1 ACCESSIBLE SPACE NEW TOTALS AFTER EXPANSION TOTAL STD. PARKING W/ EXPANSION = 218 STANDARD SPACES TOTAL ACCESS. PARKING W/ EXPANSION = 7 ACCESSIBLE SPACES SUB -TOTAL PARKING WITH EXPANSION = 225 PARKING SPACES LESS SPACES FOR NEW WALKWAY - 5 TOTAL PARKING AFTER EXPANSION = 220 PARKING SPACES PARKING FOR POSSIBLE FUTURE CLASSROOM (200 SEATS/4) = 50 PARKING SPACES POSSIBLE FUTURE PARKING NEEDED 143+50 = 193 PARKING SPACES PARSONAGE (ONE SINGLE FAMILY HOME) PARKING REQUIRED PARKING PROVIDED 2 IN GARAGE + 2 IN DRIVEWAY = 2 SPACES = 4 SPACES EGstlnG Geroge _ _aciiiI��a��`� PROPOSED PEDESTRI��I�� A . A._Y / POSSIBLE FUTURE SUNDAYSCLIOOL cV 17 E. ROP. F.F =635. 2NlsZR cN YA , POTTER RDAD PIN, os-ls-mrma-opa F.F,_ 637.38 AppiTIDN TF. 636.18 oa DF FOUNDATION 63618.18 s POTTER ROAD 11 GENERAL RESIDENCE DISTRICT CGOUNTY) USE. AZUL -FAMILY RESIDENCES 1! SINGLE FAMILY RESIDENCE DISTRICT (COUNTY) USE: EIRE STATON 3 11 BULK REQUIREMENTS TABLE TOTAL AREA (FIVE PARCELS) = 3.43 ACRES EXISTING ZONING: R-1 WITH CONDITIONAL USE FOR PLACE OF WORSHIP PROPOSED ZONING BULK CONTROLS: MAXIMUM HEIGHT MINIMUM FRONT YARD MINIMUM SIDE YARD MINIMUM REAR YARD MINIMUM LOT WIDTH MINIMUM LOT AREA R-3 WITH P.U.D. TO ALLOW MORE THAN ONE BUILDING R-4 (REQUIRED) PROVIDED 45 FT 35 FT 25 FT 8 FT EX.""/NEW 25 FT MIN. 5 FT FOR BLDG 35 FT 5 FT MIN. 10 FT FOR BLDG OVER 35 FT 25 FT FOR BLDG 35 FT 25 FT MIN. 30 FT FOR BLDG OVER 35 FT 45 FT (INTERIOR) 530 FT 2,800 SQ. FT./ DU 149,581 SQ. FT. (ONE DU) ISI SINGLE FAMILY RESIDENCE DISTRICT (COUNTY USE: SINGLE FAMILY RESIDENCE POTTER ROAD ** DENOTES EX. BUILDING FRONT SETBACK IS 8 FT DUE TO 17 FT R.O.W. DEDICATION, VARIANCE REQUESTED NEW BUILDINGS WILL BE SETBACK 25 FT MINIMUM SINGLE FAMILY RESIDENCE DISTRICT (COUNTY) USE: SINGLE FAMILY RESIDENCE 30' Exhibit B P ON MILESTONES DESCRIPTION ZONING BULL( REO'MTS TABLE FOR TRB PRELIMINARY PUD SUBMITTAL NEIGHBOR COMMENTS. PLAN EDITI DATE BY 2/15/16 RFV CHICAGO MAR THOMA CHURCH 240 POTTER ROAD DES PLAINES, ILLINOIS P.U.D. CONCEPT SITE PLAN SHEET NO. 1 OF 1 (o) L If Exhibit B Page 33 of 37 O0 z 0 X cx w O 0 X 0 Exhibit B 1 10077 W Lincoln Hny.. F;an0Jni Professional De; d 0 O t r L z 0 Page 34 of 37 Q LU (13 0 a_ 0 0 0 n0 Q w ll.J 0 o-1 BEDROOM 3 0 0 II II II II II 0 I s— I 0 II 0_ Ea II 0 II II II 1 Exhibit B Page 35 of 37 ILI O (0 0 Proposed 6' Solid Wood Fence C E,-, Existing Trees'to Remain 1 -Patriot Elm 3 -Swamp White Oak ENCE 1 Gingko 3-Koreanspice Viburnum mice Viburnu 3 Koreanspice Viburnum 4 Expresso Kentucky Coffeetree __ 'INCE 3-Koreanspice Viburnum or=-nspice Vibu n ackberry PROPOSED' DETENTION BASIN 9 -Taunton Yew 1 -Gingko 5-Koreanspice Viburn 1- Gingko 271 GOOD AVE PIN: 09-15-102-004-0000 Fx15T. r SANRM/ 2- Skyline Honeylocust 1-Hackberry 5- Pee Wee Oakleaf Hydrange-' 1 MILD 5- Taunton Yew 0 Dag. 6n. PAl5I O 5- Pee Wee Oakleaf Hydrange 2- Red Sunset Red Maple 1- Hackberry 5- Pee Wee Oakleaf Hydrangea 5- Taunton Yew POSSIBLE FUTURE SUNDAY SCHOOL CLASS ROOM 5- Pee Wee Oakleaf Hydrangea 2- Skyline Honeylocust IT. OWE Existing Trees to remain, typical. Existing 6' Ornamental Iron Fence - 1inca 3- Eastern Redbud 6- D. Knock Out Rose 44- Daylily Mix 13- Taunton Yew 50- Vinca e l�tlltt�� 1- Hackberry v �F 8- Taunton Yew 6- D. Knock Out Rose 16- Daylily Mix EMT. 90. PAT EXIST 12" DOST. rrt. PMoolr concrete walk Existing 15" Storm Sewer 1- Hackberry 1 -Red Sunset Red Maple Existing Trees to remain, typical. Existing Trees 1- Skyline Honeylocust 1- Hackberry 12" Storm Sewer 1- Hackberry Q Existing 12" Storm Sewer Existing Trees to remaintin9 15` Typical. Storm Sewer Exlistin 36' Rt" Storm Sewer Existing 12" Storm Sewer PO LEGEND n Exhibit C Shade Tree Ornamental Tree Shrub Perennial and Groundcover plants I SCALE: 1" = 20'-0" North 0 10' 20' 40' 60' GENERAL NOTES: LANDSCAPE 1. Notes indicated on grading plans shall pertain to landscape plans. Final grade of planting beds shall be as per grading plan. 2. The landscape contractor shall be responsible for making themselves familiar with all underground utilities and structures. 3. All existing plant material and trees shall be saved and protected unless otherwise noted. Contractor to protect new and existing trees and landscaping from damage and shall restore all areas disturbed as a result of construction. 4. Plant material shall be supplied from Northern Illinois nursery stock, shall be dug the planting season it is installed, and shall conform to the American Association of Nurseryman's standards. 5. Plant material shall be size and type specified. Substitution of plant material shall be on a case by case basis and approved in writing by the Owner's Representative. In no case shall plant material be smaller than indicated in the plans. 6. Do not willfully proceed with plantings as designed when it is obvious that obstructions and/or grade differences exist that may not have been known during the design process. Such conditions shall be immediately brought to the attention of the Owner's Representative. 7. All plant material shall be inspected and approved by the Owner's Representative prior to the installation of any and all plant material. 8. Plant locations shall be flagged in field with Owner's Rep. Final location of all plant material shall be subject to approval of the Owners Representative prior to digging any holes. The landscape contractor is responsible for providing Owner's Representative with 48 hour minimum advance notice prior to planting. 9. Plants shall be watered on the day They are planted and maintained with watering until final acceptance of the project. 10. Apply a pre -emergent as per manufacturer's specification prior to installing mulch. 11. Beds and tree rings (6' diameter) shall have 3" of hardwood shredded mulch applied and a 4" deep spade edge at lawn. Trees that are not located in beds, shall have a tree ring. 12. Landscape plant material shall be guaranteed for 12 months from final acceptance. Any plant 1/3 dead or more shall be replaced under the guarantee. 13. Contractor to prepare landscape beds by roto -tilling 2" of Mushroom Compost into new beds. Do not add compost nor roto -till within drip line of existing trees. 14. Lawn Seeding shall be under favorable weather conditions, and shall follow dates in specification. 15. Turf mixes shall be installed and lawn established at all disturbed areas. 16. Do not overseed into mulch beds and paving. 17. Contractor shall restore all areas disturbed as a result of construction. PLANT LIST Requirement Chart PROJECT Chicago Mar Thoma Church 240 Potter Road Des Plaines, Illinois PROJECT TEAM iplandDQsign Itd Park Planning and Landscape Architecture 564 W Randolph St, Chicago, Illinois 60661 24042 Lockport St, Plainfield, Illinois 60544 815-254-0091 www.uplanddesign.com M. Gingerich, Gereaux & Associates 25620 S. Gougar Rd. Manhattan, Illinois 60442 Phone: 815-478-9680 SHEET TITLE Landscape Plan L1.O SHEET NUMBER DRAW / REVISION MK/LD Issued for Review 26APRIL2016 MK/LD Revised 20JUNE2016 4,StRLiC7,- yON Project Number 508 © Copyright 2016 Upland Design Ltd. W:1508 -De Plaines LP ThomaChurch °`°'°"^°`Page 36 of 37 SITE DEVELOPMENT DATA CHURCH OWNED PARCELS = 3.43 ACRES PROPOSED DEVELOPMENT AREA = 1.7 ACRES PROPOSED IMPERVIOUS SURFACES PARKING LOT & CURBS PARSONAGE BUILDING PARSONAGE DRIVE PARSONAGE CONCRETE FUTURE CLASSROOM FUTURE WALKS 27,790 S.F. 2,100 S.F 800 S.F. 300 S.F. 5,000 S.F. 500 S.F. TOTAL 36,490 S.F = 0.84 AC. MWRD VOLUME CONTROL REQUIREMENT 36,680 S.F. x 0.0833 FT.(1") DEVELOPED CN 3,056 CU. FT. = 0.07 AC. -FT. 89 MWRD REQUIRED DETENTION VOLUME PER NOMOGRAPH 0.25 AC. -FT. /ACRE x 1.7 ACRES ESTIMATED FLOODPLAIN LIMITS (631.7) PROP. SANITARY SERV)CE C------C ERISTING ZONING'. R -� USE SINGLE FAMILY RESIDENCE USESI ZONING: R- sE�. SINGLE FAMILY RESIDENCE coo eilil ov-I. mz-oaAVE n-DDo tyrn 371S1ING ZONING. R-1 USE: SINGLE FAMILY RESIDER ro Q6O ROPO E 81 ESTIMAIEO Fl: DPJAIN LIMITS'(732.0)• RCP END SEC PROPOSED DETENTION BASIN l DV VT eo LF. 12' RCP .2% PROP. LIGHT — �(TYP.) 28 L.F. 1 P POSSIBLE FUTURE SUNDAY SCHOOL o CLASSROOM o PROPOSED PARSONAGE PROP. TIF =636 0 PROP. F.F.=635 E PROP. WATER SERVICE FGF 6355 ) _ E402.15-102-01 IIY' F1119.9 -15 -102 -CIE -060 - - -ffJ 38 DADDITION .F.- P2,18 TOP OF FOUNDATION O .i i6 OIECT BENCH MARE ELFY 6:tS.2J NR FLANGE BOLT OF F[EE' HYHRANT '9T _y-PROIECf X LEV. 677.10 S�o,.e Se='arm L (EJ4—� J F5J�67_ NR FWNGE OLT OP FI, E HYDRANT GENERAL RESIDENCE DISTIDOT (COUNTY. SE: MULE -FAMILY RESIDENCES EFFF SINGLE FAMILY RESIDENCE DISTRICT (COUNTY) USE: FIRE STATION NOTES SING. FAMILY RESIDENCE DISTRICT (COUNTY) USE: SINGLE FAMILY RESIDENCE o, PROJECT EENCB MAR% ELEV. NR FURIGE MOLT OF FM13 R SINGLE FAMILY RESIDENCE DISTRICT (COUNT USE: SINGLE. FAMILY RESIDENCE 1.ALL SITE WORK SHALL COMPLY WITH CITY OF DES PLAINES REQUIREMENTS 2. PROPOSED ACCESS TO POTTER ROAD AND OTHER WORK WITHIN THE R.O.W. SHALL COMPLY WITH COOK COUNTY HIGHWAY DEPARTMENT REQUIREMENTS. 3. FOR A PROPOSED DEVELOPMENT AREA OF 1 ACRE OR MORE, AN IEPA STORMWATER PERMIT, WILL BE NEEDED. 4. STORMWATER DETENTION, VOLUME CONTROL AND OTHER WATERSHED CRITERIA SHALL COMPLY WITH THE MWRD WATERSHED MANAGEMENT ORDINANCE. = 0.425 AC. -FT. 5. LOCATIONS OF EXISTING FLOODPLAIN LIMITS ARE SHOWN ON THE DRAWING. PROPOSED IMPROVEMENTS SHALL BE INSTALLED WITHOUT FILLING FLOODPLAIN AREAS. DETENTION PROVIDED AT ELEV. 633.70 = 0.439 AC. -FT. 6. EXISTING TOPOGRAPHIC INFORMATION SHOWN IS PER TOBERMAN ASSOCIATES EXISTING TOPOGRAPHIC PLAN,RECEIVED JANUARY 2016. 0 30' CO L'Arh;h.t ON MILESTONES DESCRIPTION PRELIMINARY PUD SUBMITTAL NEIGHBOR COMMENTS PLAN EDITI DATE BY 4/20/16 RFV Z CHICAGO MAR THOMA CHURCH 240 POTTER ROAD DES PLAINES, ILLINOIS PRELIMINARY ENGINEERING PLAN SHEET No. 1 OF 1 ODES PLAINES Date: To: From: Subject: I L L 1 N O 15 July 6, 2016 COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org Michael G. Bartholomew, MCP, LEED AP, City Manager Lauren Pruss, AICP, Economic Development Coordinator Vijay Gadde, AICP, Interim Senior Planner Consideration of Final Plat of Subdivision, 395 N. Eighth Avenue, Case #16 -010 -SUB (7th Ward) Issue: The Petitioner is requesting a Final Plat of Subdivision for the Johler Farm Subdivision to create two lots of 41,015 square feet and 18,221 square feet (0.94 and 0.42 acres) in the R-1, Single -Family Residential Zoning District. Analysis: Petitioner: Owner: Case Number: Final Plat of Subdivision Report Robby Johler, 395 N Eighth Avenue, Des Plaines, IL 60016 Robby Johler, 395 N Eighth Avenue, Des Plaines, IL 60016 16 -010 -SUB Real Estate Index Numbers: 09-07-424-038-0000 Subdivision: Existing Zoning: Existing Land Use: Surrounding Zoning: Surrounding Land Use: Johler Farm Subdivision R-1, Single -Family Residential Residential North: R-1, Single -Family Residential South: R-1, Single -Family Residential East: R-1, Single -Family Residential West: R-1, Single -Family Residential North: Single -Family Residential South: Single -Family Residential Page 1 of 25 Street Classification: Comprehensive Plan: Total Acreage: East: Single -Family Residential West: Single -Family Residential Rand Road is a four lane arterial street as identified in the Comprehensive Plan, while Meadow Drive and Eighth Avenue are local streets. Single -Family Residential is the recommended use of the property. 59,236 square feet (1.36 acres) Project Description: This property has been a part of the original Moehling Farm which was last subdivided into 59 lots for a single-family residential development in 1997. The current proposal would not affect the parcel to the northwest where the original farmhouse and outbuilding are located, but would divide the existing lot that contains the barn (proposed Lot 1) from the portion of the lot that fronts on the Meadow Drive cul-de-sac (proposed Lot 2). The Petitioner proposes to construct a single-family residence on the 18,220 square -foot Lot 2 with driveway access from Meadow Drive. The demolition of an out -building is proposed on Lot 1, while the barn would remain. Both lots would exceed the minimum lot width (55 -feet) and size (6,875 square feet) requirements of the R-1 Zoning District. Lot 2 would have street frontage on Meadow Drive, while Lot 1 fronts on both Rand Road and Eighth Avenue. Final Plat Considerations: The Planning and Zoning Board met on July 28, 2016 to consider the Final Plat of Subdivision for the Johler Farm Subdivision. Robby Johler, the Petitioner, presented the final plat information. The Departments of Community and Economic Development, Fire, and Public Works and Engineering recommended approval. Recommendation: The Planning and Zoning Board recommended (7-0) that the City Council approve the Final Plat of Subdivision for the Johler Farm Subdivision to create two lots of 41,015 square feet and 18,221 square feet (0.94 and 0.42 acres) in the R-1, Single -Family Residential Zoning District, subject to the following conditions. Conditions: A. The site improvements can be deferred per the `Deferred Site Improvements Covenant,' until Lot 1 is sold or proposed to be developed. B. Lot 2 will need to have its own drainage and is not allowed to have its drainage or sump pump discharge drain on to adjacent properties. Swales with catch basins will be required. I recommend approval of the requested subdivision based upon the facts and circumstances presented in the staff report. Pursuant to Section 13-2-8 of the Subdivision Regulations, City Council has the authority to approve the final plat with conditions for improvements. It is requested that this item be placed on the Committee of the Whole agenda at the July 18, 2016 City Council meeting. Attachments: Attachment 1: Letter from Planning and Zoning Board to the Mayor Attachment 2: Location Map Page 2 of 25 Attachment 3: Site and Context Photos Attachment 4: Draft Minutes of the June 28, 2016 Planning and Zoning Board Hearing Exhibits: Resolution R-113-16 approving Final Plat of Subdivision for Johler Subdivision located at 395 N. Eighth Avenue Exhibit A: Final Plat of Johler Farm, prepared by Haeger Engineering and dated May 6, 2016 Exhibit B: Deferred Improvements Covenant Exhibit C: Site Improvement Plans prepared by Haeger Engineering, and dated February 15, 2016 Page 3 of 25 ODES PLAINES ILLINOIS June 29, 2016 COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org Mayor Bogusz and Des Plaines City Council CITY OF DES PLAINES Subject: Planning and Zoning Board, 395 N. Eighth Avenue, Case #16 -10 -SUB, 7th Ward RE: Final Plat of Subdivision Honorable Mayor and Members of the Des Plaines City Council: The Planning and Zoning Board met on July 28, 2016 to consider the Final Plat of Subdivision for the Johler Farm Subdivision to create two lots of 41,015 square feet and 18,221 square feet (0.94 and 0.42 acres) in the R-1, Single -Family Residential Zoning District. 1. Robby Johler, the Petitioner, presented the final plat information. 2. The Departments of Community and Economic Development, Fire, and Public Works and Engineering recommend approval. 3. The Planning and Zoning Board recommended (7-0) that the City Council approve the Final Plat of Subdivision for the Johler Farm Subdivision to create two lots of 41,015 square feet and 18,221 square feet (0.94 and 0.42 acres) in the R-1, Single -Family Residential Zoning District, subject to the following conditions: 1. The site improvements can be deferred per the `Deferred Site Improvements Covenant,' until Lot 1 is sold or proposed to be developed. 2. Lot 2 will need to have its own drainage and is not allowed to have its drainage or sump pump discharge drain on to adjacent properties. Swales with catch basins will be required. Respectfully submitted, James Szabo, Des Plaines Planning and Zoning Board, Chairman Cc: City Officials Aldermen File Attachment 1 Page 4 of 25 consIS ortium. MapOffice, LOCATION MAP - 395 N. Eight Avenue La! L4 1 cre) ...]r.,--- 1 0.02 ink II M ii 1 inch equa1s 8 eet Map cp—mted on anme 23, 201.15. '&2015 GIS Consortium and MGP Inc All Rid,. ts Reseved The GIS amaorti um and MOP Inc ale ROLL liable for any irae. misuse, modiiption or diKlosuse °fay map providad- under applicable law Disci aimila: This map is km geaml information purposes only. Al ttiough the nformeti on is hg,li eyed to !lLOE y udst and the Inn should uIdy cord for accuracy. The map does not constitute a regulatory deb:manned 011 aid is not base ior en Prise n a fs A. Re nisteed Land SUSWOIS1101kid b CWISITI. tidF determine precise 1=tion. boundaries on the gound Attachment 2 Page 5 of 25 Attachment 3 395 N. Eighth Avenue — From Meadow Drive 395 N. Eighth Avenue — From Meadow Drive 395 N. Eighth Avenue — From Meadow Drive 395 N. Eighth Avenue — From Rand Road Attachment 3 Page 6 of 25 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 21 5. Address: ***MOTION CARRIED UNANIMOUSLY*** 395 Eighth Avenue Case Number: 16 -010 -SUB The petitioner is requesting a Final Plat of Subdivision for the Johler Farm Subdivision to create two lots of 41,015 square feet and 18,221 square feet (0.94 and 0.42 acres) in the R-1, Single -Family Residential Zoning District. PINs: 09-07-424-038-0000,09-07-412-002-0000 Petitioner: Robby Johler, 395 N Eighth Avenue, Des Plaines, IL 60016 Owner(s): Robby Johler, 395 N Eighth Avenue, Des Plaines, IL 60016 Petitioner advised he is seeking final approval as he would like to build a single family residence for his brother. Chairman Szabo asked if Petitioner read Staff's requirements. Petitioner advised he did. Chairman Szabo asked Staff to present the Staff Report. Interim Senior Planner Gadde provided same. Issue: The Petitioner is requesting a Final Plat of Subdivision for the Johler Farm Subdivision to create two lots of 41,015 square feet and 18,221 square feet (0.94 and 0.42 acres) in the R-1, Single -Family Residential Zoning District. Petitioner: Robby Johler, 395 N Eighth Avenue, Des Plaines, IL 60016 Owner: Robby Johler, 395 N Eighth Avenue, Des Plaines, IL 60016 Case Number: 16 -010 -SUB Real Estate Index Numbers: 09-07-424-038-0000 Ward: #7, Don Smith Subdivision: Johler Farm Subdivision Existing Zoning: R-1, Single -Family Residential Existing Land Use: Manufacturing Surrounding Zoning: North: R-1, Single -Family Residential South: R-1, Single -Family Residential East: R-1, Single -Family Residential Attachment 4 Page 7 of 25 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 22 Surrounding Land Use: Street Classification: West: R-1, Single -Family Residential North: Single -Family Residential South: Single -Family Residential East: Single -Family Residential West: Single -Family Residential Rand Road is a four lane arterial street as identified in the Comprehensive Plan, while Meadow Drive and Eighth Avenue are local streets. Comprehensive Plan: Single -Family Residential is the recommended use of the property. Total Acreage: 59,236 square feet (1.36 acres) Analysis: The Petitioner proposes a two -lot subdivision to create lots of 41,015 square feet and 18,221 square feet (0.94 and 0.42 acres). The Planning & Zoning Board recommended approval of the Tentative Plat of Subdivision at its April 12, 2016 meeting subject to the Petitioner addressing the engineering comments which include drafting a `Deferred Site Improvements Covenant' including the list of site improvements to be completed, once Lot 1 is sold or proposed to be developed. This agreement is currently being drafted by the Village Attomey's office. Recommendation: The Departments of Community and Economic Development, Fire, and Public Works and Engineering recommend approval of the Final Plat subject to following conditions: 1. The site improvements can be deferred per the `Deferred Site Improvements Covenant,' until Lot 1 is sold or proposed to be developed. 2. Lot 2 will need to have its own drainage and is not allowed to have its drainage or sump pump discharge drain on to adjacent properties. Swales with catch basins will be required. Planning and Zoning Board Procedure: The Planning and Zoning Board may vote to recommend approval, approval with modifications, or disapproval. The City Council has final authority over the Final Plat of Subdivision. Chair asked why this Petitioner returned. Coordinator Pruss advised this is needed for final approval. Chairman Szabo asked if anyone in the audience is in favor or against. No one responded A motion was made by Board Member Saletnik, seconded by Board Member Green, to approve the Subdivision with 2 Conditions as stated. AYES: Saletnik, Green, Bader, Catalano, Hofherr, Schell, Szabo Attachment 4 Page 8 of 25 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 23 NAYES: None 6. Address: ***MOTION CARRIED UNANIMOUSLY*** 783-841 Lee Street Case Number: 16 -037 -PUD -SUB A Final Planned Unit Development (PUD) is requested under Section 3.5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the construction of 58 Townhomes on approximately 3.1 acres as the Lexington Pointe PUD with requested PUD exceptions from the R-4, Central Core Residential Zoning District standards for lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet, setbacks as small as 6 -feet (front yard) instead of not less than 12 -feet and 10 -feet (rear yard) instead of not less than 25 -feet; A Final Plat of Subdivision to create the Lexington Pointe Subdivision with 13 lots; PINs: 09 -20 -200 -011 -0000,09-20-200-012-0000,09-20-200-013-0000,09-20-200-023-0000, 09-20-200-037-0000, 09-20-200-038-0000, 09-20-200-039-0000, 09-20-200-040-0000, 09-20-200-043-0000, 09-20-200-044-0000, 09-20-200-045-0000, 09-20-200-046-0000, 09-20-200-047-0000. Petitioner: Lexington Homes, 1731 Marcey Street, Suite 200, Chicago, IL 60614 Owner: Jim Moehling, 301 N. Bay, Lake Barrington, IL 60010 Chairman Szabo swore in Lawrence M. Freedman, Ash, Anos, Freedman & Logan, LLC, 77 West Washington, Suite 1211, Chicago, IL; Jay W. Cox, Project Manager, BSB Design, 1540 E. Dundee Road, Suite 310, Palatine, IL; Josh Terpstra, PE, Project Engineer, Haeger Engineering LLC, 1304 Plum Grove Road, Schaumburg, IL; Karl T. Krogstad, Pla, LEED AP, President, Krogstad, 519 Pembrook Ct. N, Crystal Lake, IL & William J. Rotolo, Vice President of Land Acquisitions & Government Relations, Lexington Homes, 1731 N. Marcey Street, Suite 200, Chicago, IL 60614. Mr. Freedman, Attorney, introduced himself and advised there was a Preliminary Approval and now they are requesting Final Approval. Mr. Terpstra provided comments and changes since the Preliminary proposal: • 12 buildings; 58 units • access from Center Street • alleyways to each garage • sidewalk system Changes are: • sidewalk connections in 2 areas • sidewalk in interior areas to 5 ft. with curb stops Attachment 4 Page 9 of 25 CITY OF DES PLAINES RESOLUTION R - 113 - 16 A RESOLUTION APPROVING FINAL PLAT OF SUBDIVISION FOR JOHLER FARM SUBDIVISION LOCATED AT 395 NORTH EIGHTH AVENUE, DES PLAINES, ILLINOIS (CASE# 16 -10 -SUB). WHEREAS, Robby Johler ("Applicant"), is the owner of the property commonly known as 398 N. Eighth Avenue, Des Plaines, Illinois ("Subject Property"); and WHEREAS, the Subject Property is a single lot of record consisting of approximately 1.36 acres; and WHEREAS, Applicant desires to subdivide the Subject Property into two lots of record consisting of approximately 0.94 acres and 0.42 acres, respectively; and WHEREAS, Applicant submitted an application for subdivision of the Subject Property; and WHEREAS, on April 12, 2016 the Planning and Zoning Board of the City of Des Plaines ("PZB ") approved Applicant's tentative plat of subdivision of the Subject Property; and WHEREAS, on June 28, 2016, the PZB held a public hearing to consider approval of the final plat of subdivision of the Subject Property ("Final Plat"), and, after considering the facts and reviewing the Final Plat, the PZB voted, by a vote of 7-0, to recommend approval of the Final Plat subject to a condition that the Applicant agree to construct certain improvements prior to developing Lot 1 of the Subject Property; and WHEREAS, pursuant to Section 13-2-8.A of the City Code of the City of Des Plaines, the City Council has the power to approve, by resolution duly adopted, the Final Plat, with all improvements, conditions, variations, public ways and recorded easements and documents pertaining to the subdivision platted thereon; and WHEREAS, the City Council has determined it is in the best interest of the City to approve the Final Plat; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows; SECTION 1: RECITALS. The foregoing recitals are incorporated into, and made a part of, this Resolution as the findings of the City Council. 1 Page 10 of 25 SECTION 2: LEGAL DESCRIPTION OF SUBJECT PROPERTY. The Subject Property is legally described as follows: BEING A SUBDIVISION OF LOT 59 IN MOEHLING FARMS SUBDIVISION BEING A RESUBDIVISION OF PART OF LOT 5 IN CONROD MOEHLING'S SUBDIVISION OF PART OF THE WEST HALF OF FRACTIONAL SECTION 8, AND PART OF THE EAST HALF OF FRACTIONAL SECTION7, ALL IN TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, IL. PIN: 09-07-424-038-0000 Commonly known as 395 North Eighth Avenue, Des Plaines, Illinois. SECTION 3: APPROVAL OF FINAL PLAT. The City Council hereby approves the Final Plat for the Subject Property, a copy of which is attached hereto and made a part hereof as Exhibit A, and authorizes the Mayor to sign, and the City Clerk to attest and seal, with the corporate seal of the City of Des Plaines, the original Final Plat, prepared by Haeger Engineering, L.L.C., consisting of two sheets, and with a latest revision date of May 6, 2016 subject to the execution by the Applicant of the "Deferred Site Improvements Covenant" a copy of which is attached hereto and made a part hereof as Exhibit B, against Lot 1 of the newly Subdivided Subject Property ("Lot 1 Covenant"). SECTION 4: RECORDATION OF FINAL PLAT. The City Council hereby authorizes and directs the City Clerk to cause the executed and sealed Final Plat and the Lot 1 Covenant to be recorded with the office of the Cook County Recorder of Deeds. SECTION 5: EFFECTIVE DATE. This Resolution shall be in full force and effect from and after its passage and approval according to law. [SIGNATURE PAGE FOLLOWS] 2 Page 11 of 25 PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT MAYOR ATTEST: Approved as to form: CITY CLERK Peter M. Friedman, General Counsel DP -Resolution Approving Final Plat of Subdivision for Johler Farm 395 N. Eighth Street #47206731_v1 3 Page 12 of 25 P.I.N. No. 09-07-424-038 RETURN PLAT TO CI11 of urs PLAINES f 0:01. 3CE5LA1l, E0 IL ..:'6 LEGEND O Concrete Monument o Set or Found, as noted Underlying Subdivision Lot No. LOT 1 New Subdivision Lot No. Existing Easement New Lot Lines Boundary Line (R) Record (M) Measured 313, iol Y1En A -r 'LoW-SM1eert file Nome P -.\x0 6151o5\orcwing0Finol 0urey\15105010 or 5,00,4s0n0wa 2 FndCorornIner Pipe t 4 FINAL PLAT OF JOHLER FARM 96 0E0:. 51)06 •:1:05 0: ICI- 59 14 1,1,361•.I 10,0 FOOM5 76.9.715 sot. 0611,0 t 9ESUSG.':IS 05 01 PANT :;f Lair 5 IN 4'314003 MOEHLING5 SUED; 615 3N OF PANT 3r'HE %NEST HALF 0= '0ACTi3NAL PEC - ONS AND FART 01 THE EAS' HA_F C' =H841.5NAL 5E5— UN: ,LL N 1C:O:NSPIF' 579108651322265151 OF "421FN} 80155 FA. 1.1=P.Ir. AN 1657::/ C^,,;NT'! .1 Part Of Lot 5 CONRAD M O E H L I N G' S S U B D I V I S I O N Rec. May 17, 1910 As Doc. No, 4760536 8 05'181 N89`53'54"E 119.08' 56' 0 • 5 m o DZ • - 00 2 006 S 7 8 /r 5' Utinty 8 Drainage Easement Per Doc. No. 98329418 90.49' LOT 1 41,015 SF 0.9416 AC. Fnd Iron Pipe -0 at Corner 34.55' Fnd Iron Pipe OL. S 0.32E S 89" 49' 45" W 125.04' 29 125.00'(01 N 00' 16' 32" W 24.60' 24 35 (Ft) Fnd Iron Pipe at Corner MOEHLING SUBDIVI Rec, July 1, 1997 As Cot Fr, iron Pepe 050' SE 401 N LOT 2 18,220 SF 0.4183 AC. 5' D & Drainage Easement — Perr Doc No. 98329'_18 586"03'58_W 10.34' FARMS ION No, 97474991 5- N h / / OO 90 0 Fnd Iron Pipe al Corner e 46 hN Fnd Iron Pipe at Corner ti oL 4200E SHEET 1 OF 2 20 10 0 20 SCALE: 1" = 20' MOEHLING FARMS SUBDI 1 S 106 Rec. July 1, 1997 A Doc. No. 97474991 34 \ Fnd iron Pipe 2.00' 5E'rly 4 O.L. MEADOW COURT HERETOFORE DEDICATED FOR PUBLIC ROADWAY 35 REVISED: 05/06/2016 SURVEYOR'S NOTES' ' THE COMR_ET'ON OATS OF -HE FIELD '28095 FOR TH15 SUR'1EY 15 JULY 2b. 2615 1 A III LE (:71.11,111.1E51 POLI(:" '886.5 N01 :67V13En 908 "HIS 559:':0 "H14 PROPERTY 1709 BE 5.18.21," TO EASEMENTS AND.CR RESTRICTIONS .NOT PRO,: DED TO THE SLRVEYOR 68109 TC THE COMPLETION OF THISSUR'JEY 0 TIIF.15551502 r:6001NG 0,07,9V 11-RF.ON ^. 211R0F.n ON NAG 5.3: 01:: 11...Ir4715F40T LONE '201 51 R I E PLANE COON U INA 1 E S F5 H E F E HE VC E L FROM 0,608 :36''.1PAN }' P. -K. NETWORK HAEGER ENGINEERING consulting engineers • land surveyors 1304 N. Plum Grove Rood, 56houm409, IL 60173 1e1. 847.394.6600 Fox: 847.394.6608 Illinois Professional Des', Fi00 License No 184.003152 1 lg 500/ 10.101 I5-105 0 2018 nen, En9nee n9. LLC 1 OWNER'S CERTIFICATE AND SCHOOL DISTRICT STATEMENT f; -ATF OF I.1 I.VOIS COUNTY OF 155 PHIS IS 10 CF 211;Y 1R066Y _OFIFFR IS 108 0WVFFR 00 108 IAN:) 6190:'•-V AND DESCRIBED ON THE ANNEXED PLA- AND HAS CAJSE7 THE SAME 10 88 SLRVEYEC. 53 ND ICAT ED THEREON FOR THE 1'SE5 AND PURPOSES THEREIN SET FORTH IT 1 .JFi"HF:21:FIRTI1.FS 10 "HF 61-11 OF ITS KNOW! FI:11F 1.91,1 11F 11.81: INCL'.UL:•F(> HERE N FALLS YP'ITI•IN DES PLAINES 5C'IOCL 0 STP.IC u 111 EAST ALGONQUIN ROAD CES 'LAI NES IL WC '6 ANDA+AIN TO'i.'NSH P H C1i5C-OCL OIST RI CT 207 DATED -'11'"; 6Y DAY OF A] 7D_ ATTEST STATE OF ILLINOIS COUNTY 05 55 NOTARY CERTIFICATE I THF L1NDOFISIGNF:) 1, 6015111 PI:BLI:: IN AND FOIA IHO SAID 1:0111111 IN 108 5 -ATE AFLQRFSAID DOES •IFRF BY CERTIFY THAT PERSONALLY KNOWN TO 1.1E OR PROVED TO ME ON THE 81.513 OF SATISFACTORY EVIDENCE TO 8E THE SAME PERSON 5VHOSE NAME 'S SU8SCR16ED TO THE FC:HEC:111NC: INS1HJFIONr 5111858811 8811)H8 M8 1H DAY IN 1/8930/1 AVE) ACKNDWI FrYF THAT I:r E.IGNF11 AND DPI .VFRrn 51,18 NSTRJh'FNr I.5 11.5 0.16 FREE AND VDLJNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF 51.15. CORPORAT:DI FOR THE USES AND PURPOSES THEREIN SET FORTH 31'IEN JNDER I.1Y HAND AND NOTARIAL SEAL -HIS DAY OF 7514 PRm" NAME NOTARY PI,RI IC CO!AMISSION Ex PI RES ;SEAL, MAYOR AND CITY COUNCIL CERTIFICATE STATE Oa ILLINOIS 55 COUNTYCF COOK APPROVED 81 THE MAYOR AND THE CITY COUNCIL DF THE CITY 0= DES PLAINES COOK COUNT ILLINOIS AT A MEET NG HELD TH S DAY OF . PCIS SIGNED 0.5431' MA105 3 Tv CLERK CITY FINANCE DIRECTOR CERTIFICATE S"111.0; ILLINOIS :88 303.0-1105 COOK 1 1 r IND NO 0E5 ERRED INSOSLLMCN TS OF 035554 NOING JIPA,D SPECIAL ASSESSMENTS CUE AGAINST THE LAND INCLUDED 1N 5.10 PLAT 3110,8N HEREON FINANCE DIRECTOR. or r•ir CITY CIE DES 0.51005 0o011 COUNTY III minis r•IISDAY0r 2515, SI';NBU 11 NA.NCE 5:H5C101) FINAL PLAT OF JOHLER FARM CITY DIRECTOR OF PUBLIC WDR153 AND ENGINEERING CERTIFICATE STATE OF ILL INDIS 5.`11 COUNTY OF COOK ) APPROVED BY THE DIRECTOR OF PUBLIC 'VPORKS AVD ENGIVEE RI NG OF THE CITY OF DES PLAINES C008 COUNTY ILLINOIS THIS DA" OF 23'3 510880 DIRECTOR OF 2 u9.IC '4'0 845 AND ENGINEERING CITY DIRECTOR OF COMMUNITY AND FCO NO MIS DEVELOPMENT CERTIFICATE; STATE OF I. LINOIS 120UN1 YOF D'J0K 55 APPROVED 6Y THE D'RECTOR OF COI.",1LNITY AND ECONOMIC OEV33LOPM•EN" OF 118 111Y (21 DES PLAINBS 1004. COONIY LLUNDIS 1915 DAY OF 7018 SIGNED DIRECTDROF CDI.",IJNITY AND 65060MIC DEVELOPMENT PLANNING ANOZONJNG BOARD CERTIFICATE STATE OF ILLINOIS CO u.NTY OF COOK 510608ED 85 THE PLANNING AND 2DNINC BOARD OF THE CITY OF CES PLAINES COOK COL.N TY IIIINO:S AT 1, MFFTINC) 11E10 r!1I5 DAY OF 2016 SIGNED ATTEST CHAIRPERSON. 88CH21AKY STATE OF ILLINOIS 5011011 01 COOK SURFACE WATER DRAINAGE CERTIFICATE 55 TO OlE BEST OF OUR XNOV., L EDGE AND BELIEF THE DRAINAGE OF SURFACE 'WA" FIRS 7111.: NO) 61- CHANI;Ho BY "HF ('ONSIF2ll21108 01 5:ICH 511911:818108 001 ANY PART THEREOF OR THAT IF SUCH SURFACE WATER DRAINAGE WILL BE C;FIANOF:). ADroUATF P1101 SION URS RO:N F.'Ani FOR :1(211 rC-:OV. DIVERSION AND 0158 HARCE OF SUCH 1".ATERS 1670 PUELIC AREAS OR DRAMS WHICH THE SUED ':ICER HAS THE RIGHT TO JON AND THAT SJCH SURFACE WATERS 'NIL BE PLANNED FOR IN ACCORDANCE '•..T11 GENERAL., ACCEPTED EF.GINEER.N PI /AC II(: FS SO AS 101)1-0.1155 IHF :1K F1190011 OF SIJ9S1AN I1:'H IJA'.1A01' 10 101- ADJO NING PROPERTY BECAUSE OF THE CDB STRUCT 1D.'I OF THE SJBDIVISION 6Y DATED OWNER 6Y DATED ILLINOIS PROFESS ONnl. 286182511 5147E OF I_LI.NOIS 55 2.-.1.:U011('l 1:21118 PROF ESSLONAL AUTHORIZATION 1 J6 FF REY'W GILL NT A PRCFE551ONAL LAND 312RVEYO.R OF TIIE STATE OF ILLINOIS LICENSE Vu!ABER 23-35)17_• DO HEREBY AUTHORIZE THE CITY OF CES r'LA'NES CCY3IC COUNTY ILLI NCIS ITS SSAFF OR AJTHOR ZED AGENT TO PLACE TH 5 DOC ENT OF 111 COi10 IN 1 H C;OIJN11 171 2018:11 FRS 011 IC1 IN 01 N,51.:: AND IN COMP. IF N(:1 e'.ITII THE ILLIS STATUTES CIIAPERT'3I P4H.:GH AN- '2 AS A1J.END8D SCHAU!.1BU:RG IL. ND15 JEFFREY'W GLUNT ILLIN015 PRf.:rESSICINAL,l.ND SURVEYOR NU 35 3155 'AY LECEYSE ESPIRES NOVEMBER 33 26'6 AND 13 RENEWABLE PLAT PREPARED FOR: ROBBY JOHL ER ??5N EIGHTH. AVENUE DES PLA.I NES 0 66=.'6 SUBMITTED BY CITY OF DES PLAINES DEPARTMENT 0= 0001.1 JN ITY 11 EC ONO I.11 C C EVE LOPME N '421 MINER S185E I DOS PI RIN05 11 5.7)13 SEND NEW TAX. BILL TO: ROBBY JOHLER 31118 EIGHTH AVENUE DES P: AINES 1. 68,7E, SURVEYOR'S CERTIFICATE S:Ar= 01 ILLINOIS ) :SS COUNTY CF COOK SHEET 2 OF 2 1 JEFFREY .'J G.5N1 A REGISSERED .AND SURVEYOR DO HEREBY CERTIFY -HAT: HAVE SURVEYED ANDRES'JBDI'JI0E0 THE FCLLO';l1 NC DESCRIBED PROPERTY LDTTSI IN MDEHLI NG FARMS SUBDIVISION 6EIN RES'JEDIVIS:ONOOF PART OF LOT S IN CONHAL 058HL1VG5 SLBDIVIS Oh 011'181 OF THE ':NEST HALF 05 FRAC; IICNAL SECr.ON 6. AND PART OP THE EAST MALE .05 FRACTIONAL SECT:OF. T ALL 15. 50';1NSHIP 11 NORTH RANGE '2 EAST OF THE H:RD PRII31PA. 058 DIAN ACCORDING 10 1HF Pi A" 01 SAID 11E-3:163I'VISION FRF •::OFRDFI: .1II. ¥ 1 '197 AS DOCUMENT NO 91414 351 AND THE PLAT OF AMENDMENT -HEREOF RECORDED. APRIL 2) ' 1111058 I30CIJF:ENT NO 98.5259'8 ALL IN COOK C 1Y ILL6'1115 IN IHE MAN'J8H 5E1'H8SEN18O ON 1HE PLAY HBHEON DRAWN .AND 10AT SAID I'LA.I IS CORRECT Rr'Rr5r.NrArIDF. OF SAID SURVEY AND R5SURDIL'13 ON OIMrF51;1N5- ARE S HOY,N IN' FEET AND DEC IA' AL PARTS THEREOF 100 HEREBY FLRTHER CERTIFY THAT I,PON COMPLETION OF CONSTRUCTION 1R0N' PI^ES AT ALL INTERIOR LOT CORNERS AND 001NTS 05 CHANCE IN ALICN118.1T 7111_[ BE SET AS 150IIIRi"1) BY THF P: AT ACT ITC 5. 11 [:ti 20=:0 71 r"- SEO'1 : (1.RTI•:5' CERTIFY THA" A'IL E4'ER:DR CORNERS OF THE SU 6015.90h '1155 BEEN '.10:JLF1ENIED P8104 10 HECOHUA1151N OF 112 SDS-IVISIC'd PLR1 .AND 1051 CONCRETE LAONUI.IE NTS HAVE BEEN SETAS RE001RED 1 FURTHER CERT1F5 THAT THE ABOVE CHER BED PROPERTY IS .'1 T8:N THE 20PORATE [11.11)3 OF CITY OF CES PLA1NES C006 120,16)1 :LL:NJIS ';:1101 HAS 7,00P)00 A COMPRCI1CN51VC CITY PLAN ANC 5 EXERCISING TIIE SPECIAL POWER AU THORIE❑ BY Div 'DON 12 OP ARTICLE " OF THE ILLING S MUNICIPAL COLE 1 FURTHER CERTIFY THAT BASED ON 1F.FCRVIATION PROVIDED ON THE FLOOD. INCL RANCE RE56 MF.6' 206',ILNITY - PANEL NO 1.2315321 EJ DATED Au Su ST 15 2708 PDCDJCrD RY TIIE rFD(RA. rMrR Gr VCY .mAN AGFMr NT AC.:rNCY 1Fros: FOR 2030 COJNr1 ,LuNo15. THE PROPERTY SHOWN AND DESCRIBED HEREON IS - OCA 1 &0CA1 ED 'i:IIHI'J 2088 ,C ':JHISH IS D5FIh80 BY FENA. AS ARBAS D8 861881 1(2 6E OU TS iDE THE 0 2`: ANNUAL CHANCE FLOODPLAIN 1H13 PR00 FS3:110%,1 181151 8 (::1N, UFRN5. 1:) THF 1:11:90)6: II':161)1.': 61551 mum_ STANDARDS FORA BOUNDARY SU RV E'! 55.'IAUN5385. ILL I NO.S FEBRUARY 15 2715 8Y +' a GLUNT 03H5AUMB-36URO • SC95 • • � �J`•1 ILLINOIS .�F� 'I /11111111 Y``,,``` EXPIRES 11-30-16 N '1f LayI1:(1,11 Fle Nome. P.\2015\IS105\o,owrag,\Fl.ol Survey\, 5, Obxlal o(SubdlvLrroMy HAEGER ENGINEERING onsulting engineers • land surveyors 13043. Plum Grove Road, Schoumburg• IL 60173 Tel: 847.594.6600 61x. 847.394.6608 Illinois Design DesigFirm Liam. No. 184003152 eering mm 1 ll h:."i4 V1 �✓ 15- M5 © 2016 Hoeg, Engineecic. LLC This instrument prepared by and after recording should be returned to: Stewart J. Weiss Holland & Knight LLP 131 S. Dearborn 30th Floor Chicago, Illinois 60603 DEFERRED SUBDIVISION IMPROVEMENTS COVENANT THIS COVENANT, made and entered into as of , 2016 (the "Effective Date") by and between by and between the CITY OF DES PLAINES, an Illinois home -rule municipal corporation ("City"), and the ROBBY JOHLER, and SARAH G. JOHLER as tenants in common (collectively, "Owner") of the property commonly known as 398 N. Eighth Avenue, Des Plaines, Illinois ("Subject Property") a single lot of record consisting of approximately 1.36 acres. In consideration of the recitals and agreements contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, City and the Owner (collectively, the "Parties") agree as follows: Section 1. Recitals. A. The Owner desires to subdivide the Subject Property into two lots of record consisting of approximately 0.94 acres and 0.42 acres, respectively. B. On July 18, 2016, the Mayor and the City Council of the City approved Resolution No. R-113-16 approving a final plat of subdivision dividing the Subject Property into two separate lots of record ("Final Plat") designated as Lot 1 and Lot 2. Lot 1 is legally described in Exhibit 1, attached to, and by this reference made a part of, this Covenant. C. The City's approval of the Final Plat was expressly conditioned upon the Owner agreeing to construct certain improvements to Lot 1 are more fully described in Section 2 of this Covenant (the "Deferred Improvements") prior to commencing any development of Lot 1. D. The Owner has agreed to execute this Covenant to memorialize the Owner's obligation to construct, install, and maintain the Deferred Improvements. Section 2. Covenant to Construct Deferred Improvements. The Owner, its successors and assigns, shall not commence the development or construction of any structure or building on Lot 1 without first constructing and installing the Deferred Improvements, which shall consist of: A. The extension of full 33 foot wide public road along Lot l's Eight Avenue frontage Exhibit B Page 15 of 25 (approximately 171 linear feet) as well as the 125 feet of Eighth Avenue frontage directly to the south of Lot 1 ("Road Extension"). The Road Improvements will include, without limitation, asphalt paving, curb and gutters, drainage structures, parkway trees, installation of a street light, concrete driveway aprons for all properties fronting along the Road Improvements. In addition, a pavement taper with substantially the same geometrics as the existing taper located south of Lot 1 must be installed on the Eighth Avenue frontage located to the north of Lot 1. All construction of the Road Extension shall be conducted in accordance with the City's engineering standards and Subdivision Regulations. B. A five foot wide public sidewalk along the entirety of Lot 1's Rand Road frontage (approximately 133 linear feet). C. Removal of the depressed curb and gravel in the Rand Road right-of-way along the entirety of Lot 1's Rand Road frontage (approximately 133 linear feet). D. Removal of existing well pump and installation of sewer and water service for Lot 1. E. Removal of any septic system, including the removal of septic tank and crushing of septic titles. F. Provision of storm water drainage improvements as required by the City's codes, ordinances and regulations, and any regulations imposed by the MWRD. All plans for storm water drainage improvement must be submitted to the MWRD for WMO determination prior to commencement of construction. The Owner hereby declares that Lot 1 shall be held, transferred, sold, conveyed, used, and occupied subject to this Covenant which is for the purpose of protecting the public health, safety, and welfare. Section 4. Remedies. In the Event that the Owner fails to construct, install, or complete the Deferred Improvements on Lot 1 prior to commencing development on Lot 1, the City may exercise any one or more of the following remedies: A. complete the Deferred Improvements itself and record a lien against Lot 1 for all costs incurred by the City in completing the Deferred Improvements; B. rescind any permits issued for the improvement of Lot 1 and require the Owner to restore Lot 1 to its existing condition as of the effective date of this Covenant; and C. any other remedy available at law or in equity to the City, including without limitation specific performance of the Owner's obligations hereunder. The Owner shall be liable for and shall reimburse the City upon demand for all reasonable attorney's fees and costs incurred by the City in enforcing the Owner's obligations under this 2 #47207353_v1 Exhibit B Page 16 of 25 Covenant, whether or not the City files legal proceedings in connection therewith. No delay or omission of the City to exercise any right or power arising from any default shall impair any such right or power or be construed to be a waiver of any such default or any acquiescence therein. No waiver of any breach of any of the covenants of this Covenant shall be construed, taken, or held to be a waiver of any other breach, or as a waiver, acquiescence in, or consent to any further or succeeding breach of the same covenant. The acceptance of payment by the City of any of the fees or charges set forth in this Covenant shall not constitute a waiver of any breach or violation of the terms or conditions of this Covenant. Section 5. Covenants Running with the Land. The easements and rights granted in this Covenant, the restrictions imposed by this Covenant, and the agreements and covenants contained in this Covenant shall be easements, rights, restrictions, agreements, and covenants running with the land, shall be recorded against Lot 1 and shall be binding upon and inure to the benefit of the City. If any of the easements, rights, restrictions, agreements, or covenants created by this Covenant would otherwise be unlawful or void for violation of (a) the rule against perpetuities or some analogous statutory provision, (b) the rule restricting restraints on alienation, or (c) any other statutory or common law rules imposing time limits, then such easements, rights, restrictions, agreements, or covenants shall continue only until 21 years after the death of the last survivor of any now living lawful descendants of any now living current or former President of the United States. Section 6. Amendment. This Covenant may be modified, amended, or annulled only by the written agreement of the Owner and the City. Section 7. Survival. All representations and warranties contained herein shall survive the execution of this Covenant and the recordation thereof and shall not be merged. Section 8. Entire Agreement; Integration; Counterparts. All understandings and agreements, whether written or oral, heretofore had between the parties with respect to the easements granted hereby hereto are merged in this Covenant, which alone fully and completely expresses their agreement. Neither party is relying upon any statement or representation not embodied in this Covenant, made by the other. This Covenant may be signed in two or more counterparts, all of which taken together shall constitute a single agreement. [SIGNATURE PAGE FOLLOWS] 3 #47207353_v1 Exhibit B Page 17 of 25 IN WITNESS WHEREOF, the parties hereto have executed or have caused this instrument to be executed by their proper officers duly authorized to execute same. ROBBY JOHLER, an individual SARAH G. JOHLER, an individual As Tenants in Common of the Subject Property Accepted by the CITY OF DES PLAINES By: Michael Bartholomew Its: City Manager ATTEST: By: Gloria J. Ludwig Its: City Clerk Exhibit B Page 18 of 25 STATE OF ILLINOIS ) ) SS. COUNTY OF ) The foregoing instrument was acknowledged before me on this day of , 2016 by ROBBY JOHLER and SARAH G,. JOHLER, in their capacity as tenants in common of the property commonly known as 395 Eighth Avenue, Des Plaines, Illinois. Signature of Notary SEAL My Commission expires: STATE OF ILLINOIS ) ) SS. COUNTY OF COOK ) The foregoing instrument was acknowledged before me on this day of , 2016 by Matthew Bogusz, the Mayor of the CITY OF DES PLAINES, an Illinois home rule municipal corporation, and by Gloria J. Ludwig, the City Clerk of said municipal corporation. Signature of Notary SEAL My Commission expires: #47207353_v1 Exhibit B Page 19 of 25 EXHIBIT 1 Legal Description of Lot 1 LOT 1 IN THE JOHLER FARM SUBDIVISION BEING A SUBDIVISION OF LOT 59 IN MOEHLING FARMS SUBDIVISION BEING A RESUBDIVISION OF PART OF LOT 5 IN CONRAD MOEHLING'S SUBDIVISION OF PART OF THE WEST HALF OF FRACTIONAL SECTION 8, AND PART OF THE EAST HALF OF FRACTIONAL SECTION 7, ALL IN TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, IL. P.I.N. s : 09-07-424-038-0000 Commonly known as 395 N Eighth Avenue, Des Plaines, IL 60016 Exhibit 1 Exhibit B Page 20 of 25 GENERAL NOTES Definition &Term : ty 9 Engineering, LLC has been n,ractedwi.mareparetheP na.b. "Engineer" shall men Meager E,ineering, LLC. aer 'Contractor shad mean the persons a entitles responsible for ft... and c.a.. the work cleated in the Plans, cations other Construction Document Inducting s furnishing all aborlfiretreats. and equipments. antl other Incidentals a "Plans and Specification. shall Drawings a.ay Specfiaens prepared by Haeger Engineering, L ,nthe Engineer. e 02000010470149870(1860101601.060(450.0607(7.0481000(1704010 town., pect o Me project norm a permit antl/or review ane approve was required. 2. The 011opcaa4°ens gaveling this prole. are as follows: Village., and other applicable Jurisdictional Agency ordinances, Codas, a. Regulalroons,aRequlremerls,Polities, Specifications. Standards, etc. b. Roadway aEarthwork "construction conform na rigrta°te8`tor(ID0T) snd Specatis RahBde Illinois Department "Supplemental Provisions"rias applicable (DOT danszt erafternthese kerns shall be collet.. be referred to as the IDOT Standard Specifications In, Senn Seer, and Scenery Sewer cone.. shall conform a Me "Standard Specifications far Water and Sewer Contraction In Illinois", late. edition. a Soil Erosion and Sedimentation Control shall conform to the Illinois Environment. Protection Agency (IEPA) 'Illinois Urban Manual" (IUM), latest edition and Illinois Procedures and Standards for omen son Erosion and Sedlmenremn Control", (stat edl6n Traffic Control shall conform to the "Manual of Uarm Traffic cont. Devices" (MUfCD), edition,fil Standard forr0 Wo76887mm0724041 Device ea latest ince Supplement to M TCD,am "areaIDOT i. AP handicap access., Rents sell conform to the Illinois Accessibiftry Code (AC( asst g.Ge eseparate document. If a confild, contradiction. or discrepancy ours between any o theaboveSpeclfi Specifications ccthe requirement shall apply, unless directed othease by the applicable Jurisdictional e The Engineer's Pans and Specffications shall be included as pad of the Conrad Documents. All Con... shall cam., examine 08 Plans and specifications, and other Contract t. Po time is prepared for the work. They shall visit the site of the work and acquaint themselves al all local conditions, codes, l awarded the contract M of be allowed compensation of eV unforeseen or obstacles Ma Me Cntraorcould have discovered o reasonably anticipated or inferred prior to bidding or sari. construction. c. Should it a.ear Mat the wodc red by the Plans and Specifications or o9er cones. Documents is not enty detailed or ecelalned a Request For Information (RFI) Form shall be submitted to .e explan necessary to clarify the point iinrquesfwn prior to the 600810(00677600(086(666(6665001098,0 It it Me intention of the Contract a job s In every respect. Incidental lams or aceeesorles Document to omplr.e the wmkmmay of be specfially noted or shown but esary a complete to project shall be uns(aersa incidental TA are eater Is or Otis reover n,Irrrespectivefof whether thea and him aver a en Individual am In mins detail. 4Specffications, Quantities or other Conrad s or nes by tints whether prior ttoict . discovered on the nor after the award of he Engineer. e before work is begun thereon, oson .at proper clarification can be call. pr... or revision made. If any work s done without contacting to Engineer, it shall be considered that the Contractor has proceeded at their own rlsk and er 5 on fie Plana, and no apa(no item a included in addition.the Contra. for payment. the work shall be considered incidental to Contract a. no atiwill tooatthprovide a necessary labor. ialequipmentetc. necessary perform allheworkregiredfoaaatruction o the proposed improcernents. 6 The baa planmrawing for the Engineering Plana (existing condsons site topography. Was, rights-of-way, et ) was obtained born the topographic survey prepared by: Heger g, LLC Plum Grove Road 1300 N. IL 60173 600 Project No5105 7. all obtain the necesary approvals from the .lowing Jurisdictional Agencies a. /C(ry tree E74, Water Reclamation !Netter Greater Chicago(MWRO) c Illinois Environmental Proteedn Agency(IEPA)-NPDES e The Contra., unles assirte agreed upon n writing with the Owner prior ro ria start of Cessuction, shall ears own expense, obtain all o.er approvals Inducting penis, .anew, ratedetc., as may be all fee d.r pay p a obtain nm comps wore as w.1 as provde all ly with all laws ordinances. rules. and regulations resting to Ile work and to the preservation . public health a. safety. T.so provide all required insurance andhor bonds as may be reatea e by of Contractor 780,4ass as al Agencies issued for the Contactor 6Me0Agenclmeet aP of Mei Afor at their sole expense any surety, insurance or bonds as may be required by the Jurisdictional genci s. 9 Nc work shall proceed until Ina approprla. ea or err. have ban .dame cur fie lam or constructed.kerns to be � any wore.. Noce. hon or the appropriate prmlrs aprova 7 being enwore..wn It 0 . rhe permission.o Ote he uor Consent Engineer. TParty authorizing the work to proceed shall be aesumm s beproceebeing ptlnes.er Downs permit Me Engineer shall not be held e or responsible for any 10. The Contractor shall Indemnify end hold harmlea the Own. Enginer. Village/City, aria other trisdiCtional genas as we as all of titer respective ofcers, employee, agents. an Eno tiers horn antl again. all i0a8, claims, payments, sults. aGcne, recoveries. judgment of every tee and of said Contra.hN r brought or employees in the execution of N amok or inthe guar., a,. b 11. Theidualsauthorized Me general Inapedpn and observe. of the designated V(IlagerCny, J dsdictlna1 Age.. Oven r,'r other and Engineereable Jurisdictional Agencies. The shall ..aged at least ea working days Prior ..tit commencement of work 12. The lean of existing underground utilities uth as water male, sewers, gas line, aleck lines..ble TV lines. fiber op. line, etc., as shown on the Plans. has been detained from the best eallable information and has been provided for the convenlen. of the Contractor. Howeer, the Owner and Errgineer do not assume nilly in tile other than mase shown may be encountered and that the actual locationot those which arnt that durtng e show may . different a the local. as a Plans. The vet the location of all utilities ere the start. work antl Is responsible for Cited. am gee to r. ams The Contractor shall contact J.uu.e or Digger by dialing 811 (Outside the City of e cont . 1-800-892-0123 or Cny of Chicago - Digger o00)hand Me V(IagetCky Public Words Depa.enr for utility locates at least 00 hours, 312-704-7000) xuvm g weekends nes hotidaya, before digging. For any utility companies which are .l mares. of JULIE or utility directly for futility locates at least 08 hours, excluding Owners P g weekho ends and laays6before utilities are shown on to obtained from M M companies ( s information) and/orn ro ea 6y Other,information( Engineer utility n. gurantee Me accuracy o completeness orrice nforallon. rn Conector . aware of potential cod. existing r other proposes utilities as indicated n the or Mat ecome . as Me result field By orshall maketheiown investigations0101sas necessary todetermineethesexistence,oenre, locationand of all i ity Iles and related appurtenances within the lets or adjacent to the proposed Improvement. utiThe litiesandproposed Ir s.11 mp ovll ements nand make Madvance EngJ eer awe e e. eof any such conflicts. ssting utility Mar was not leased in advance conflict.e the Contract, nn the Contractor shall. no cost to Owner, relocate fie proposes Improvements enrol utility to avoid the mad. 14. i utility companies Involved in connection with tire removal,df temporary and allalluservices relocation, construction. 606eaoor operated or abandonment nmown ,6 me by general companiesof of the proposed epreemen(0 Fur., at Me aeon of Me Owner and Utility Companies the pessary posed pavement ccuurbs. walks, etc. for utility Install e to rruunttheirnproposed utilliity!tee.pro 15. 299y Prr any 6)00 80 ework which will darnage, distu. r. oCotractoave P°shall notify oded, or Ns reactitive Owner thereof, woo will makeallarrangement cur relocating, adjusting, bsdng, or ogayla maintaining or abandoning service. s of the propos. construction without co. to the contractor. sing Meremovalof alll ale, manhole covers and other related w11p the OOvener desires to salvage. After made. tit Contractor will proceed with the work as directed bte Engiarrangements eer. All YGy fines a a rel.. appurtenances which ale abandoned shall be removed if necessary ark legally disposed of legally... by the.Contrac 6. a extra compensation will 12 1 091°`107 coordination a a t for requirements. a be0000b m oe�lmn o9oe pObns In their work 11400 from 00 feure of any utility company m for pr10on relocate nee., recon.mcl or abandon their services. The responens by all utility compannd ies IlInvolved sora tree r022,0 nation uoftnar own abandonment with ulaltof Mese umphies a Me end tl. work on this Improvement Is not delouse beaus of flee Know what's below. Call before you dig. Note: Call 811 et least 48 hours, excluding weekends and holidays, before you dig. e Contra., 17. Priornecessary0646181 work! 078 b fled he exist, Nice. public or private, shall rest ° on h verify all ace! locat.ns, elevations. materials, s.s. dimensions, and condffions affecting the immediatelyEngineer if Mere are any suspect. discrepancies. No work shall be ,rfo.ed until . suacted discrepancy h. ben re.lved. The Contractor shall also call to the attention of the ny en or d'scre peted in the atabished by the Surveyac . shag n 1 Proaeeo with Me work until any nmseand grades which are la behaved m . In error have been verified or corrected by Me Engineer. 13. The MuA Rana drainage a. the flow from arrall y drainage wanfielE tiles storms Construction or off-sitesimilar properties. AI rely tiles, slop sewers, aanage ways or similar amus.or damaged a r original condition lyao routed sandro coonnected Into lee renege system. f mplthed ton the field tie should be repaired or re-routed M. snag noisy u serasimilar diameter to the original line a. put back in deThe ll liContractor ysWction atv'lieesEany Idose ma e. Is deeded mine naw line gisrs, ditches drainage the natural bw of water is oetreted. this removedmaterial all be by e responsible party. 19. No construction activities. disturbance or ng Mall Deur wnhln the limns o natural resources such as wetia.s. l respective buffers nless87060eelykspecified on the Plans endbt fudher that the work has been pamtted, The Contactor shall take sufficient precautions b protect thee natural resources Mal are to n, whether on-site or on adjacent prop.. to protect them from sediment, lues, oils, bitumens, calcium chloride, or other haeel materials Mar may be a detnmenl. The Con.clor shall conduct and schedule teir Cons.tion so as to avoid ofitation, or other disturbance or impact to these natedhntdralt resource areas. as sThe Contractor shall not disturb or otherwise impact eceal habitat for State or Federal liistedeendangered o othredesignated a ed peci be proteced or previ• Dusty uteri for protection of these areaPrairie nidentified natural resource area, prairies, savannah, or areas or locations suspnot aall gmen Mem unless .rten a of containing protected species are identified during construction, wn,6o a 0(701500 a gee ooaogency...ines that prevent or °mllgate protect effects on natural resource areas, pratlrestaas iospecies, or essential habitat to Condor shall 2 mope.¢ in accomplishi0. The Conator shall ng thesss ir activities to wi.in the project bounder., work areas o fine protect specified No 001 without permission of eacreill be pertorrned on h respective Oacent &cede n. property or outside r The Cn.cto caused elating or newly installed Improvements as well as any damage on adjacent property or areas offside designated work areas, provided damage us a result &Contractor action. or lack.erece 21. The Contractor met m laborers peee.c erovements, including but not rolled to pavements, cu ell be prompgy re .tete to thetirrespecti parkways Preteen Or removed Condition m damage 979100 or Is also res 0 all new constructed work ham until the &oat nag been responsible and naebeen approved and accepted W the 20 Clean-up ° immediately up . peso of the work or Mtn directed to do obyOt that bettegda mea as possible eresaretion o mmaintained lawns a. condition sof-way. roadways„ driveways, sidewalks, cup. , fences, mailboxes, storm sewers, drain tiles, an(ltary sewers, water mains, etc. It shall also be the responsibility of the Con..or to remove m the se any and all materials nd debris which results ham MaImuran operations at no additional eceense the Owner.m 23. All proposed pees shown on the Plans shall be considered to . finted grade surface elevations unless 2 k040070ul Mall be provided by the contractor and shall be included in the Contract Price unless otherwise g p in ng M the Own p to the ort o Construction. 25. All Construction means and othcds, 806110 es, procedures, s.edul(ng, sequencing, and job s safety Is the sole responsibility of the contractor. 2 all 1M1 Safety an Heel. Administration (OS.) o and gutlat'ons, as well as y e pp ble local, state and ral safety,eareres isles 27. All eein0 ¢shoring, bracing end construction work performed shall be In accordance with the and 2 he Contr• actorashalll take Heal. whate etr�stepsrne.sary(to protect standards. the public from open trenches, excavations, and .er site o.ructions or hazards. No trenches, exaations or hole in the pavement or parlrvv, are to be Ice open over a holiday, weekend, or after 3 p.m. on the day preceding a holiday d. 20. 06, construction the Co tra 60 Contractor and Meir Sub00ntraors shall keep the prenses clean by rubbish,removing all 10106debrta, are and other accumulations as necessary. The Contractor the premises to the satisfaction of the .City and owner. ss 3 equipment and Material including street sweepers and end loaders available on-sne appropriate alladm when equipment or vehicles are using existing Wblic o private roads and/or pavement. The Contractor .all imrnediately remove any sediment or debris rtlefustebut not e, ga.age, oil. grease, me.ce alley or o.r pclay, sediment, concrete, gravel, sand. stones, plant avement by any equipment vehiclesenol ass ue. with th s proven ItThls wore snail be considered Inas. to the Contract.tpo ll al all times the ite and swatering buck readily available during all maintainproper ng hours. The Cuaactorshall water atthe en. si. whenever the site conditions become unhealthy due to be watered as many per day as necessary to oanng soil or dust The sit shall 8617 work ned by the Owner o Engines, Water for on¢mergency use shall not he obaineddfrom any m fire hydrant unless Me f hydrant Is metered with a proper backflow N veneer in accordance w2h Village/0, age/0, or Jurlsdtctiorel Agency requirements. The cost to furnish dud control Mall be o 32. Trees marked for removal shall be protected as necessary by the Contactor. Is damaged by the Contactor during construe., Me Contractor shall replace such tree with a tr. or as In accordance with Yllagaly 0000 limens. If the Village/City des not have specific e replacement requirements, the 46damaged existing or newly planted tree shall be replaced in accordance with Me procedures outlined In Section 201 o the IDOT standard Specffications. The preservattn requirementsContractor tshallllbe held rg stleofor therfreple mem of also damag. tress design. for removal. and any peelliesrase.a d with the unapproved removal . 33. Where overhanging branches. lima, or roots Interfere win the required construction activities, or pruned as necesary In accordance with bt201 o Me IOOTt Sntlard Speefialono. work shall pe atl under the Sanson n of an approved arhorLsl o landscape architects coo be Horth 34 supervision is res.... for the (n.alWrien and maintenance of adequate signs, traffic control warning devices, In accordance w. the Plans, appliable IDOT Standard dna duringall phases of Specifications aThe nC mrriccadeblica equipment personnel, etc_ J ehw'(et frac flow in all areas where thework will Interrupt Interfere orycause to change in any form, the conditions of traffic now let existed east e sat.commencement 602 yto m. Owner or portions ppli abt, 4200012027al Agency 20010 remain open 10 recon may require or ortter circumstances where in lhev t opinion it iContractor furnish ecessary for MeNn proteof hila ane Prtraffic coaunder e., Emergence vehicle anCess along .h arias to fire hydrants shag be maintained at all amen. Funnel alas author.. by the Owner, all 3 the Plans, Me contra be hall have Shop Drawingsha. any tor other review n approval reared supporting documentation or to any fabrication ant orcnstruuctin. I structural Belations prepared a. rm oats such as retaining walls arra ng design caeultiona must be prepared, and signed andsaled by an'�nos required structural Engineer. 36. The Contractor responsible for having a set of approved Pians and Specific.. with Me latest nevlsion a 3 eta 7 The Ccktrshall rent in a csiterean,legible,, period.es during the enaction damaged set of Field Marked Construction Plano. These Fie. Marketl Conswa0n Plans shall show the location of the anal Installed location of all underground s including relabd appurtenances (sanitary, storm, water, service stubs, gas, telephone, ea., cable TV, etc.) giving particular Mention s sealed elements that would be difficult to rneasure and record at a later date. uld also Any approved modificashown rrnnns, deviations, or dime Field Marked aConstmetin Planslterations from . These Field Maroved rked Construct. Plans shall be provided to the Owner/Engineer at the completion of construed°. 38. All work Mat Is performed that Is not in conform0 ugh the Plans. Speciation o other Contract Is defective eM1all be removed and replaced, or otherwise corrected or ob472 expense of the Contractor. Apy unauthorized work or work remediedeyanetre gels or in excess of that Mown on Me ens will not be rasa.. paid 05 39. All work performed under u er Me Pea materials 0tons n hal guaranteed against of whatever nature by .0 Contractor and his surety fora meimem 6000 40l motet from Me a0a o fi 0 0, 2,1868 Village/City,of the work by .e other applicable Jurisdictional Agee., er, unless otherwise agreed nIn wring with the Owner prior to the start of cona tea Ow net payment all work shall be (nspectaa and C by tn1Owner f4thw 07122 0 E remiseMe... Final 4 yrne. will be made after Me Contractces cre.ea o: as art. by Me contract Dbamets. 41, 0,10 the47 Owner shell have Asabuifi or Record 00 061s prepared and submitted b Me VAI(I g&Cfty and ell other applicable Jurisdictional gena approval after the omdetion of construction. These Village/City and other 7187.1 0, Juri 9400 and drawings V 4 requirements. professional a As-buM or Record Drawings must be prepare qa g and sae r e red professional Engineer in nllnms SITE BENCHMARK: CP # 35 (See Sheet C2) Description: Iron Rod Elevation: 653.05 NAVD 88 (Geoid 12A) JOHLER FARM SUBDIVISION 395 8TH AVENUE SITE IMPROVEMENT PLANS SECTION 7 & 8 TOWNSHIP 41 NORTH RANGE 12 EAST DES PLAINES, ILLINOIS COOK COUNTY INDEX TO SHEETS NO. DESCRIPTION Cl C2 C3 C4 C5 TITLE SHEET EXISTING CONDITIONS / DEMOLITION PLAN GEOMETRY PLAN SITE IMPROVEMENT PLAN DETAILS SHEET OWNER: Robby Johler 395 Eighth Avenue Des Plaines, IL 60016 Tel: 847-821-8500 CITY OF DES PLAINES 1420 Miner Street Des Plaines, IL 60016 Tel: 847-391-5300 PREPARED BY: Haeger Engineering LLC Illinois Prof. Design Firm 8184-003152 1304 N. Plum Grove Road Schaumburg, IL 60173 Tel: 847-394-6600 Fax: 847-394-6608 www.haegerengineering.com Existing Symbol Q 0 OO Oco LEGEND Description Storm Sewer Manhole Catch Basin Inlet Flared End Section Area Drain Sanitary Sewer Manhole Clean Out Storm Sewer Storm Sewer Service Sanitary Sewer Sanitary Sewer Service Water Main Water Main Service Fire Hydrant Q Valve Vault O Valve Box B -Box Hand Hole x—x—• x Fence Sign 02 Gas Valve - c Gas Line - E Electric Line — oHw— Overhead Utility Line — ro — Fiber Optic Line Electrical Pedestal dE Electric Manhole —) Guy Wire -0- Utility Pole p Telephone Pedestal C7 Cable TV Pedestal ❑n Mailbox Curb & Gutter c xxxxx Curb Elevation and 0/P xxx.xx Gutter/Pavement Elevation xxx.xx Spot Elevation Open Lid Frame & Grate Closed Lid Frame & Lid o • • Swale o— Hardscape Flow Softscape Flow Contour Line 0 Deciduous Tree Con'derous Tree Bush Bmshline Proposed Symbol —T— SEWER AND WATER MAIN GENERAL NOTES I nary sewers storm sewers and water mains as well as the serv.s and .er related appurtenfaances shall be constructed and tested In accordan. with the "Standard S,ctfi2he Cirensto Mea 14 )1) foot al of r and Sewer fins ed seg,9 4 elelicable vation snaleon In Illinois', latest edition. !be pl. Reaated P os shaft e commencement of the underground utility construction. 3. Trench excavation. ad, and bassfill. and compaction for sanitary sewers, storm sewers. water accordance,. arns ppliacableTrenlchh sen n .ails. serv.s a. 4. appunnanres anal) be In accords 4. Wit of the Geotechnicalails Engineer. arable .il cations are encountered wfthin utility trenches which require the removal of unsuitable s th of Me betiding .low the d rep ce the eerie WM specified, compact. ..ding ed Ey Me a77icabb Jmadiced aieAggncy. Theewpth reared removal a2Splls E witnessed byathe CoontraM document. by the Owner G mecn mags.m Engineer, 041 m me.ured am cal f.t at the contrad unit ce per cubs yam in care for unaitable ad which prig sill include the removal a. offia disposal of unsultetle soil, the additional bedding material, and all labor, materials a.equipment reuired to perform Me work as epecitiect ttly see, water main and services 5 All ng iundetror are the nches ter Me inner edge of sanitary the trench s with n two (2) feet of any pavement are, cu. curb and guter, stabilized shouter sidewalk. buildng, utility crossing or other elnictural are shall be backed with sela gra. backfill rnateal and compacted as noted on the Plans. 6 on for Me installation of undergroundenitary sewers, siorm sewers, water mains as well as their services and other related appurtenances. Any dearer. reuired to corceruct Me proposed improvements shall be considered insider. to the rases...underground improvement 7 ectionsto tn existing sewer main shall . to an existing service stub, manhole where possible. existing sanitary manholes shall . Ne tie with flexible rsepgske2boot (resilient connector)sanitary e ama g to ASTM C923. e When . (n by m existing rice stub wyetse or mane!, of sewer methods sheens usect a. Circular y proper toe (-answer cur) L 8002 proper thinstallation entire Section of pipe 018001ng Cony m p of one bell and replace with • tee bran. Section. c With pipe cett.07790 neatly and accurately cul of Ina aired length of pipe for Insert. of finings, using "Banti Seal or similar flexible type couplings to hold It firmly In glace. er0Sea7 osod e ed similar flexible Jurisdictional type co pgstsshall e used in Ote collacin of sewer e of dissimilar materials. 10. All adores including but not limited roframes and Irks or grates, deanouts, b -boxes, c. shall be adjusted add neessary by the Caniraor to final finished grade elevation. 11. All .nitaryappurtenances Dinn n sewers, water mains as well as their services and other related roughly cleaned to the satisfaction of the V(IlagelCity. Owner, and e mm Pores necessary gconstruct.,prior to p llama g, d.the a 12. The Contractor shall coordinate Me testing and televising so M. it can be wMessed by the fable JurisdictionAenn t (9erey .ngadd tag shall be considered incidental to tine Coact. 14. any necessary corrective work rained as tile result of all tae perform. he Contractor at no additional cost to fie Owner and Mthout days All reedysealed jos and departure from the approved grades) and alignment be repaired by replacingremoving and sections h completion sewer shall be hd a.. re -televised aucferietinmade add y appear warrant. by te Oar o as required by Me Jurisdictional Age., STORM SEWER g. 5. 7. 8. Refer to Sear and Water Main General Notes for additional requ oons. Stan Sewer Pipe n e constructed from one or more o e following materials as specified on thePlans: a. Reinforced Concrete Pipe (RCP) conforming b ASTM 076 WM 0 -Ring gasket joints Ptpe class Mall be per Section 550 of IDOT Standard mSpecincatioAST. ne cur shall Class noffistructural leas (Ins etc.) and m of ClassIV in or Men zone of confluence of all structural areas tree roadw,s, parking s, cubs, • etc.). Polyvinyl cn 0e (PVC) PI conforming to con D imension 03034 Rana (SDR) o126 unlessoted 0(1010ise on the Plans with erste 616 gasket.. contain° to ASTM 03212. Where water main quality pie and joints are required to meal the water man protection requirements Me storm seer pe seg be constructed from neo more of the following materials as specifi. on the: a. Reinforced Concrete pe (RCP) conforming to ASTM C361 conn 0 -Ring gasket joints conforming to ASTM a. C361. Pipe shall be per Section 550 of 100T Standee Specfcationss,eclass except Mat pipe shallbe a centralminimum(Class III n areas flan grass. parkway. etc.) and a of Class IV In or Influence all structural areas O.e., roadways. parking lots, cuhs, walksMyvinyla Chlorie (PVC) Pipe confo.ing to ASTM D2241 a Standard Ratio (SDR) of n 0e Plans with easemerm D imension sketsbintss conforming a ASTM 03199 and F47-7 All storm satures shall be luded of tongue a. groove joints confaing to .nr with recast reinforced costructuresections a; ectal s not the specified theirrn the es enation. The required manhole reinforceddiameter on concrete base and Wtmmby size of seNo shallobe monolithically cast All pipe openings in the staucere .all a precast into the structure walls at the proper Invert elevation and orientation. Bench. and aeon. channel Invert flow lin. shall be provided at bortom of strvctures s provide smooth defined nix path bessen all In. a. outlet plpe Inverts. Storm manholes a. catch basins shall have enc.. offset where a reinforexcept ed concresofat ton necessary section shall . prw(ded restrictions, an eeentdc cone sante Fat Stop Slabs sen conform to IDOT Standard Detau 602501 as loading requirement. Cat. dep. as speudred n Me Plans. Concrete adjustingrings wfil he paneed where adjustingnecessary and sel be Mit. to two /2) Inches n height AI 1108 between structure sections add slino' ring neight than d frames0e I securely Sealed ro one another using a resilient flexible,0,0ning bl0minous ali mastic or butyl sealing compound nd In aordance with ASTM C990, 9C990, or Ilex(b(e rubber gasket tract4, accordance 11a06w64 all excess c704 inside of structure as butter joint, ins with Open lid sal designated tui. "Grx an the Plans and closed lid storm ¢wit...esanon Me Plan a. Neenah R2504D, or ea ual, Oructpenur asnetrare udurea Monded Ilds Plans.hall approved eq Jurisdiction.unless noted otherwise In the Plans. lshall be ed in location shown n to Pians or add rig y e 0 All downspouts shall discharge at grade. DEMOLITION ASO CLEARING 1 The Coneed& shall perform all demolition, clearing, grubbing, and tree removal art protection accordance wane e4010ab a Federal Slate County am Local requirements or as noted 'n t he Pans. Prior all or activities, the Owner or obtain appicbl8p e b disconnect the heexi g unoity services to each biding proposed for 3 4Ciy, utily companies, and other Contractor Agencies, proposed other mprovemnls, and tr to ensure iconveyance can be Installed and Oda. Into operation. ea Is atl.ned until the Clearing shall coat of the removal a. legal disposal o one such as trees, hedges wheat -fences. walls. accumulations of rubbish of weeds, and other vegetation shrubs, triwihinM>tmn.Ted w ese-Mey are found within These items nstruore. tobaved within street right-of-ways or protected shall be be saved da. or protebded, as well as e Engineer all Me l8113 or In the tied All s and hedges within Mal sof°t those ooWNn.' shall be completelyremoved and regally disposed of offsn be or as oervddesignated signated on the Plans or Bihor.. by the Owner. Trees de.gnatm b be saved or protested as indicated on the Plans or directedas blate Engineer, shell . protnted from damage in accordance WO the procedures outlined in Section 5 net 5/toff.. nom but necessary e be removed to cons.ct Me proposed improvements ll bMe eedemolished or removm as ne.ssary and 6. disposed isc Innected she bas clone so at the man or as dire004 by the applicable nal Agency oras noted n the Plans. 7 Misses marked to be abandoned bag be abandoned as required by the applieble Jurisdictonal allatig noted the Plans. t enpavmnt or encrete b be removed shall . saw -cut along the limit of the proposed removal to provide a clean vertical edge. The coat o aw-umng snag be considered Incidental 0 9 vols left 0, any item 6510610 thereof any 1tee property building, ed w00146 ase pacts structural armor compaa.a at necessary by the contractor. ° 10. The Contractor shall Implement a daily program M dust unroll saIt 0,.ates to Me demolitionand l clearing acticeles. This program is approved by the M prior to the start of any 11 All existing buildi, services m ng removed shall be disconnected and rented l °w ting w Ma s shown n Plans b b dha onal Agency. 12. de )1 0 a scovered during Me nurse of cutroK three (3) feet belowtheproposed finished grade and sealed by Me 040, 61cctn aceordance cob Section 920 of the 111464 Water Well Construction Code latest by the Health Department or by any other Local, County... or Federal rule ntl regulations. 13. All existing be disposedsalng e course of liquids and fegally o0Slelicensed hauler in a°mde ce wIN requirements of the Hath Depaaent or as required by any Local, County, State Federal roregulaen. Thdisposed legallyo0alte or broken Is by the requiredn by the Depnmentorbbykany other Local. Coe,materiassled wi. suitable Stale or Feder. rules and Anymateria l containing asbestos or other heardous metals found within existing structures o to be removed In order to construct the proposed Improvements shall be moved• items m the site and legally disposed of offate by the Contractor In ascendance w(tb applicable County, State or Federal rules or regulations. 1 area shall remain (n service, clean of Pea. and accessible for use by emerge, vehicles °. all mimes while demolition and clearing Ala being performed. 1 be the responsibility of the Contracer ro legaly remove from the sire any and all teasels and deb. viffich results from .elr demolition or clearing operations at no additional expend ro Me Owner. Buming or incineration on the ske is not penned. EARTHWORK AND GRADING All eartat'and grading ea. shall . performed ati rmed In accordance with the IOOT Standard Specifications or as noted In Me Plans. IrW ally Ilmitetl to the roadways.following are, stripping and ing the site and unsuitable °sand adequate grading adisp tableor rials and their replacement with suitable materials where reu10construction of detention pons, ben na miscellaneous topsoil reread and seeding. 2 Any earthwork q antba, calculations, summaries that have been 100 by by Me Engineer are for Information purposes only and are provided wnno. any guarantee by the Owner or Engineer sufficiency or accuracy. They are intended b be used solely as a guide for whlO..retctor lin determining he scope of the completed project It is the responsibility of the materialContra.r to determine all s of all site conditions. Th Con.ctor warrants that he as performed Ns own invessgations as necessary am sols own calculations . determine site soil conditions and k quantities. The rtlmork for this Project will babnor makes no representation ee guarantee ng regarding conditions, earthwork ngingnrsoilowens,oelloweble consW.on Weances ria construction methods that are beyond the control . the Enginee, n the event that to Earthw. Is indicated to . Lump Sum ten the coact a by Me con.shall be considered as Lure Sum and ishall include all Items .wnecessary os hcw e complete project and no g by Me Owner. 3- claims ire doll for reeds for SIM subj. warrtyo can author.. 0.iineed from Me Owner. The Infonalion preen. In Mese report solely for the guidance of the Cone.... The Owner a. the Engineer make no representation or warrenty regarding the information iin contained n Me boring logs or soils resod. The Contractor she make their own investigations maplan • oaf et iproperly during the bidding phase yea upon CneMe Owner. There will be no adnapifit for expenses Incurred by the oras resiting from adverse soil or ground water con... The Initial easbllenment of soil erosen and sediment control measures such as fie plaamnt of erosiontrot.ft fens, . Ult. construction entente, Inlet protection, etc. shall be Installed by Me C.ractor or to the start of demolition, clearing a. mass grading. 5 All works d bye qualified Geotecnnicel/Shcsa Engineers ora Meir designated 2006 0native. inspected testing, nsp 71061 observation. and upeMs(n of son gutty, unsuitable ace removal and Its replacement. compaction testing. enuegponds and retention area hold/rethold/retainwater and other sons related operations be entirety r responsibility of the Geoechnial/Soils Engineer. Fun undercut or other ball be peened without aulhor'vet'iorn v the ore, no Owner a. do ase mm remediation ceotechn agsolla Engineer. e A qualified Geotechnidalsses Engineer or their designa. representative Mall observe the detentionconstruction of the retention and areas Including bealng b ensure the areas will be • be of holding the designated noral antlgh water levels. Gravel er conditions wh. may be red am wh'e might tend a aew.er Me area shall be remedied . directed by the G.echnical/Soils Engineer. 7 inl9aalllllyyrs consist of the removal of the uppermost laveof organic soil a. stockpiling at a location awn the Plans, In another adeemed as/trend.by the Contractor and tl by the Owner, or are at a0400n spatted by the Owner or Enginer. ..knit a explicit approval from the Owner. Further, stockpiles o Matin on velgetennlor grrround mer grading or othes oil cli..nce designated buffer be done in manner which will minim. soil erosion. Fuer, the disturbance shall . kept b a minimum and all disturb. areas shall be eabllizea with temporary or permanent meauss within fourteen (1 days of activehfa.ogie disuance o red(etuban. e sin the areas where trees are to be saved s to ot cause injury to roots or trunks. 10. Embankmen oprepard of et surface emenkmen action shan . In accordance with Section 205 of the 100T Standard Specifications. All embankmentsminimum q of cue marred proctor density thin structural fill areas or zones of encs Mere. shall be Emearon4eeae naocarea in nn-strr,0,60 fillareas a be constructed to accordance m ui 90X of the modified proctor deny n aaerence with ASTM 01557 nn 1 pall respread Mag coast ofplacing a minimumOfa four (4) Inch layer of topsoil or depth Imitated on the Plans over the disturbed sed areas an the construction iimN. These 1 . plabceed oaall disturb. are. wittd hint ellright-doftc.f- ay indicated Er at other locations indicated on t Refers the Landscape Plans prepared By Others for additional information on the landscaping 1 . compere cover 1604 gradingbland final finished grading for all proposed improvements shall be minx tolerance of asorminus onetenth (0.1) oot oftie design elevation. °ro 1 n propos. g keel Contractor shall through an high a. lowopoints. stile shall be provided where any propo4001redprovaements match mro or abs ed.Img Improvements. 00 070 004(40 16. The agree for Me proposed streets and other pavement areas s by die Contractor in the presence of the village/Cny Engineer or appfioble Junsd(ctinei Agency end tot Geolech ls unstable areas or be remov. and replacednotremoedlated as directed by 158 0,llage/Cly Engineer- applicable red Jarlsdktonel Agency and G.echnicalceoils Engineer. Any unstable areas t failures encountered and meth. including approximate size, quantity, tc, 00011 bedocumented by the Geetereacen2Oz Engineer, 17. It snail be the responsibility of the Contractor to legally remove from the site any end all materials and ddb... results from their conswedn opemtloe .. addtone( expense a the owner. Burning or Incineration on the Me Is not pentad. 111A1/// ,7j,'i ,o rEPW' t 0E2-060911 t"O i ucENseo PROFESSIONAL I �*\ ENGINEER lir. J'e.e OF .P" 1111111 EXPIRES 11-30-17 1 Z _0 N i W 0 N a ce • Hg Q co ta o u_ � O' W M J 2 0 Project Manager: 1A C Engineer: 1 A C Dote: 02/15/2016 Project No. 15-105 S Sheet /•a 1 /CS O RIa�mTg �l t1( ,: q,15,*0,i69n«n9e9 Page 21 of 25 2 0 2 ce 5 W P OZ' 00Z Parcel 2 Part Of Lot 5 CONRAD M O E H LING' S SUBDIVISION Rec. May 17, 1910.As Doc. No. 4760536 3 ,0 yhSG= //550 ce End is N & 29 6'W Bldg. Corner 5/ (.8'N %d' x65 Ex Gr `654.18 O End Iron Pipe 0.50'SE&O.L. C 65 005 43 Spike N. 1964514 7095 E. 1099787.5437 Elev.. 654.09 O 5 65c 10 C 65 End Iron at Colne ,35 Fence End is h 0. PSE'rly & 11'SW'rly 1,1 653,0 S,a18 N 89' 53' 54" E 119. End Iron Pipe Corner, Bldg. Corner is 0.9Tree G 6' N Shrubb l 3 ti Wood nce RR Ties Garden wall e5 65 9.360 Line rub b Rim 6 05112' RCP WI 5112"PVC EI Existing Shrub to be Removed (Tye.) 7•�f/ Existing 'S Pavement to be Removed h�16 Fence 9114'tin Existing Shrubs & Shrub Line to be Removed Demolition activities shall access at Mis location. Anyisg4sidewalk or curb shall 1 be replaced In -Rind., Disturbed areas within parkway shall be replaced with 6" topsoil & sod. x6,1 - Tree & Shrub Line Existing Shrub Lino to be Removed (-r 8 arcs a'ge Easelr l O•c. No. 98329418 00>900 e.e-.-ant re Imo,®In End Iron Pite T O.L & 0.32E 1.� ex,, nous Drse ,odtF End Iron Pipe 5�0 >955. 653 70 2 Story Brick 8, Frame Ran 652 42 nv 646.82 112 ro([ wl 646.87112 . N0 516'32"W 24.60' 24.56'(01 End Iron f' pe Ex Inlet orner Rim 650 36 29 0175 005 35 Iron Rod N. 1964274 0608 E. 1099583.5298 De,/ 653.05 Inv 646 76 112PVC RI 64,6 81 112' PVC SI 65019 bH End Iron Pipe at_ &2.000 oaaUt17. & Dra nage a emenf oc. No�Eas— 8 B �Kaltqrn %ora d�S9'e'Eaeemenr rn Rem a,risS 8610035!W 110 s i�b Ex Hydrant FG 65118 Valve Box Rm i651.61 End Iron Pipe 2.00' SE'rly & 0.L. C65' TF.652 61 TF -652.56 F=65177 Story F Brickame 55 0 155 FARMS ISI O N Doc. No, 97474991 35 MEADOW COURT _Z lturnous uemenr 28 3 MOEHLING FARMS SUBDIVISION Rec. July 1, 1997 As Doc, No. 97474991 Ex Valve Vault RIM 651 02 T tP 645.22 1 10" DIP EMI I w — 30 1' for every 1" 089 DEMOLITION LEGEND Building Removal Pavement Removal Tree Protection SIDE VIEW 6' Max POST AND FENCE DETAIL NOTES: 0 The fence shall &e located outside the drip line of the free to be saved and in no case closer than 1 foot for every 1" OBH to the trunk of y tree Fence posts shall be either standard steel posts or wood posts with a minimum cross sectional area of 3.0 so. 3 The fence may he either 40 high snow fence,40 plastic web fencing or any other material as approved by the engineer. TREE PROTECTION - FENCING NORTH o Scale: l^= 20' Fla tuema��veee g\15105 r��ol F greanng.dwg V1 Z Z O J • Z Z O O u— z0 H W N 0 x W Z 0 132 • W0 ti) • > ce H g Quo c 0' J M 2 0 Project Manager: J C Engineer: 1 A C Dote: 02/15/2016 Project No. 15-105 1 Sheet C2 C5 m Page 22 of 25 2 4 0 z ce 5 W D Z 00Z N N >a U 0 J m J�N6 z o U 2 7 Ex I et Rim 51 08 Inxxx 8 9 Part Of Lot 5 CONRAD M O E H LING' S SUBDIVISION Rec. May 17, 1910.As Doc. No. 4760536 N 89'53'54"E 119.08' Proposed 5'Side Yard Setback Line 0 i/ PROPOSED LOT 1 AREA = 41,015 Sq. Ft. 0.94 Ac. AAS MOEHLING FARMS SUBDI ISION 2 Story B,<k a Frame Rec. July 1, 1997 A Doc. No. 97474991 T5=653 52 34 Ai/ 04 / 35 PROPOSED LOT 2 AREA = 18,221 Sq. 01. 0.42 Ac. 9.3 R=60.00' L= 78.44' Ch.=72.97' Ch Brg.= $ 33'33'51" W Existing 5' Utility L 0 ai a e Easement to Remain 5 89.49'45' W 90.49' 5 8949'45' W 34.55' 80 ///Y/_6///, e653 Frarn. 29 30 MOEHLING FARMS SUBDIVISION Rec. July 1, 1997 As Doc, No. 97474991 ting 5' Utitit5 Si Drainage EBSernent to Remain 5 86.03.50• w 110.34' TF -652 6 55,652 56 Gran,' 77 28 jA/lEADOW COURT ZONING DATA Current Zoning: R-1 Single -Family Residential R-1 Zoning Requirement Proposed Lot 1 Proposed Lot 2 Lot Width 55 ft 170 ft 73 ft Lot Area 6,875 sf 41,015 sf 18,221 sf BUILDING SETBACK REQUIREMENTS Setback Distance Front Yard 25 ft Side Yard 5 f Rear Yard 25 ft NORTH I0 0� Scala: 1"= 20' Fla tuemz��OW Il �r�v�Bee��e\15105-F��al F�gleeenng.dwg Z O Vf co W 0 NQ„ z ce ~g a c Ce O• YU M J 2 0 Project Manager: 1A C Engineer: 1 A C Date: 02/15/2016 Project No. 15-105 1 Sheet C3 /CS 0 Page 23 of 25 O Br Ex `65418 e a shru.\ Part Of Lot 5 CON RAD MOEH LING'S SUBDIVISION Rec. May 17 1910 As Doc. No. 4760536 CP0 43 Spike N. 1964514.7095 E. 1099787.5437 Elev.. 654.09 0 Ex hlti Rim 653 FF -656.03 u A Proposed 5' Side Yard Setback Line 0 2 Ce 5 03 M D Z / Tree Sr Shrub Line 65,65 Patio Silt Fence (Typ.) MOEHLING FARMS SUBDI ISION Brick s Frame 2 Story Rec. July 1, 1997 A Doc. No: 9747499' Sump Pump Discharge 11111r/ wimir Gap F1765'135221 n6185 21 T - 53 b3 50, GF=653. 04 / `33'-fi"PVC SDR26 a1.0% ,_,Sump Connection Line) 1 Gr 651.60 T Inv 643.T= I 1.5" Copper Type K Water Service w/13 -boa x 39.36 Tree Shrub Line ' Ex Inlet Rim 652 5 10112" RCP 0) 6,05112"PVC EI Er 35 Remove 8 Replace Sidewalk in Kind \ As Necessary for Utility Connections x Hydrant G 651.18 Ex Valve Box Rim 651.61 Contractor to Field Verify min. of 13" Vertical Separation between Water Service and Sanitary Sewer Bituminous Dr T 653 70 2 Story SP=653.03 Brick a Frame Ex Inter Rime4682 nr' PVC waac 646.87 02' PVC Deck Con & Connento7EaOt,ng Inln d Inv 64.0(6"PVC E) B" PVC 8'. PVC SDR26 [14/7/ ^e 30° Bend =l Cleanout zi Roadway Pavement to be Saw -cut, Removed & Replaced In -Kind for Service Installation CP6 35' 29 Iron Rod / N. 1964274.0608 E. 1099583.5298 De,/ 653.05 Inv 646 76 112" PVC N) 64681112' PVC SI Ex CB Cr 650 19 s Bitch Inlet Basket (Typ.) 6" PVC SDR 26 Gr 651.30 - / - Sanitary Service Inv 647.93 ®1.0%min. /F_652.61 Manhole)Ex. (Connect to Ex. TP -652.56 F=651 &FacBrickmearo Contractor for providing access to drietwar m all times. 28 3 MOEHLING F- ARMS SUBDIVISION Rec. July 1, 1997 As Doc, No, 97474991 30 MEADOW COURT Water Service Connection to Existing Main. W_ W (Contractor tofleld verify location 8 elevation.) 0\ Ex Valve Vault RIM 651 6452 T/P ZI tO"DIP EMI 1.) 2.) 3.) 4.) NOTES Contractor shall be responsible to field verify location of all utilities prior to construction and connection. Any utility that is damaged during construction shall be repaired to the satisfaction of the City and the Owner, or be replaced. Contractor shall maintain access to neighboring driveways throughout construction. The future mailbox location for Lot 2 shall be coordinated with the City of Des Plaines and Post Office. The Contractor is responsible for providing a minimum of 18" vertical separation between the proposed water service and the proposed storm/sanitary services. ALLOWABLE IMPERVIOUS LOT COVERAGE Note: The subject property Is currently Lot 59 of Moehling Farms Subdivision. Stormwater detention was provided for the subdivision per local and MWRD requirements at the time of the original development. Therefore, additional stormwabr debntion should not be required for the proposed subdivision if the final impervious lot coverages are maintained below the permitted 'allowable' areas. Allowable C -Factor 0.50 (per MWRD permit 97-0166 for Moehling Farms Subdivision) Lot 1 Area: 41,015 Sq. Ft. Lot 1 Allowable Impervious Area: 0.50 = 541,015 - x). 0.25 + 0.95" 4141,015 x = 14,648 Sq. Ft. (35.7% Lot Coverage) Lot 1 Existing Impervious Area: t 4,000 Sq. Ft. (9.8% Lot Coverage) Lot 2 Area: 18,221 Sq. Ft. Lot 2 Allowable Impervious Area: 0.50 = [(18,221 - x) a 0.25 + 0.95 011 18,221 x = 6 507 Sq. Ft. (35.6% Lot Coverage) P H(1PC]SFD IMPS H'J (1110 (((1Y'F HA:iE C: AI 1(1I. Al 11)115 5 040 51: UTILITY CROSSING TABLE Top Pipe Bottom Pipe Pipe 1 Pipe 2 A 8" PVC SDR 26 Qualify) (STORM) 1.5" Copper Ty. K (WATER) WM T/P =1647.10 STM B/P =648.60 B 6" PVC SDR26 (SANITARY) 8" PVC SDR 26 (WM Quality) (STORM) SAN B/P = +6 G49,5 STM TIP =648.23 NORTH Scale: 1" zo' Fla ru"ma�IlD�aW Il lb�v�Bee��e\15105-f:""I F"gl"eenng.dwg Z 0 3 ` L1U /� m • W O N• Q„ ce • H g Q 0°w c 0" J M 2 0 Project Manager: JA C Engineer: 1 A C Date: 02/15/2016 Project No. 15-105 S Shea' C4 /CS m Page 24 of 25 7 for every 1" BBH Fence Ground Surface S/OE VIEW NOTES: Post POST AND FENCE DETAIL The fence shall be located outside the drip line of the tree to be saved and in no case closer than 1 foot for every 1" 013H to the trunk of any free. 2. Fence posts shall he either standard steel posts or woad posts with a minimum cross sectional area of 3.0 sg. in.. 3 The fence maybe either 40" high snow fence, 40" plastic wet; fencing or any other material as approved by the engineer. TREE PROTECTION - FENCING Note SANITARY SERVICE SEWER AND CONNECTION TO EXISTING MAIN NOT 70 SCALE GENERAL NOTES: FRAME, Top flange fabricated from 1-1/4"xl-1/4""xi/8" angle. Base rim fabricated from 1 -1/1"x1/2 -x1/8" channel Handles and suspension brackets fabricated from 1-1/42"x1/4" flat stock. All domestic steel conforming fo ASTM -A36. SEDIMENT BAG: Bag fabricated from 4 oz./55.yd. non -woven polypropylene 000100tile enforced with polyester mesh. Bag secured to base rim with a stainless steel strap and lock All storm structures must have either a curb silt basket cath -all or an inlet silt basket earn -an inserted prior to construction. INLET SILT BASKET CATCH-ALL Wire mesh Reinforcement (optional) Metal or Wood post or stake Poured Sealant 1/4" 3/4" Space Af so' mrervaC Max. EXPANSION JOINT 5' Or As own ans .--2%Cross Slope (OShr As ShaoPlwn On Plans) Class Si, cement Finish fe. Pea Gravel or Granular Class Sl, Broom Finish Sub -base, Type E PORTLAND CEMENT CONC. SIDEWALK Existing Ground Profile Removable Plug 45. Bend Wye Connection 4 _ Tee or Wye connection (depending on angle) `_ I<6=II,. Flo Flow Watertight Plug Of end of run) SECTION A—A Compacted Granular Backfill Material, Per Standard Specifications Far Wafer 2 Sewer Main Construction In Illinois. 8" Lifts, Max. Compact to 95% (ASTM D-1557) 718"018"7 concrete Pad to be used in paved areas. 5" (6" through driveways) Tee or Wye Connection (depending on angle) PLAN VIEW CLEANOUT ALIGNMENT DETAIL Compacted Granular Bedding io t Per Standard SpecificationsFor Water Sewer Ma7 Construction In Compact ro 95% (ASTM 0-1557)Illinois B"Lifts Max(Loose Measure) ,.x\ ,�• ,S Bc.24" (Min) Finished Grade Slope or Brace per OSHA . . . Requirements CA -6 Trench Bark fill Under or Within 2 Feet of Pavement, Curbs, and Walks, Use Trench Backfill and Compact to 9504 Mod. Pro cloy Density (ASTM 0-1557). 8 -Lifts, Max. (Loose Measure) Watertight Plug (If end of run) Note: All 90' Bends In Sanitary Services Are To Be Constructed As Two 45" Bends As Shown. In All Other Areas Use Excavated Materials (Unless Noted Otherwise) and Compact to 90% )45l1-10-1557) 8" L f Max(Loose Measure) Unsuitable Material to be Removed and Replaced with (Min. 4") Compacted Bedding TRENCH SECTION - STORM SEWER Posts shall be placed a maxe" apart with optional wre mesh reinforcement. Extra strength fabric shall be used when wire mesh reinforcement is not used In such cases post spaces shall not exceed 5' —Geofexfile fabric Fabric anchorage trench backfill w/ tamped natural soil 0,69 tion of ow NOTES Depending upon con59061l!on, attach fabric to wire mesh w/ hog rings, steel posts w/ tie wires, wood posts w/ nods SILT FENCE SUMP PUMP DISCHARGE HOUSE CONNECTION EY131114 OA/8003400 010E U-21 10?.WAYAIMIS17 IAV /i1 oNV/AVNAG"itk�s7n1YIYU'SYAYIn1Ylf1°ni7NV.R71 'YOYLUE" =Wlxr SEMI TO EE SWAN '[DI -ie` IAA 154 ,II IWIN OWT.. RI31.1SsstSSOst Rry 10• 31731irR,! Or WAN 6141 tor 1st WIS100 005E Or TME SE ROTES 5,4 W 5 MAW PP 0l(l40 010 [11 C •.1001 U t MAMA. TO 551 I®IPIEO I 3.5 MAXIM OMIT? 11515 0-+557 M+ 1481)8 310813,E WEL 14 OAT rpt NC TES: SEAR PIR OVER WNTEN RAIN PEPE .1(05001 5. Id11S1ETAa AIC VLATICNE 80080111E 3130010 311TERWIItl 4IC Man Spas Cine rI1( 1Ill14E EE 000)1N EROINEERI40 S1WVE01 WA. a 1EPA W W1 KKNTS, 40401105 If WOK. 570100011. ▪ Til ESOPPREIV :T"OFs*FETT11128 OAS IN (MED f EAMES PEP mIMT P I.1111RTAT IN OiNET1E MRO 5 K 5 KA JOIER i PIPE 1• - WI WAN IsISWAMI, or 10 til OS LMe LOIS. E40fp los CCR SrRW IRA x171 KIRAS. STRAP. AIM APO Nen KEN ROMANS WATERNAIN ITEPOI AAR REMO RE. (5 RETAINER REsvlx+ xSERIES 5.500 OR !MATED EIDE 111. •tr7 TCS• 3131• O. 441 SANITARY SEAR 110[1.8[00 SERVILE, 0(05[4111E OR •Or ilseTu++T00.1WMidKaein OsPrSERVILOt E65rs• IME30>0.1S0Yb:`: • T£ LATEST RE NRS WAS COE 100 )41 .4 0(41 5,50836 WOE COMM PIP▪ ES MIO ERI1S SRBa. PE .0 wIEKrtR WIERRWeI MAAS� [EEO. ret SCA, 4. 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TOO na NEENAH 0-4340-8. r approved equal For Invert Elevations See Plans \/ o \\ \� 4" Grave(, Sand or Crushed Stone Base Precast Concrete (ASTM C-478) Bottom Barrel 5ettler and Base To Be Cast Monolithmall y CATCH BASIN - TYPE C Fla tJem.��OW��ve.e g\15t051"vlF greant,g.dwg 0 `_N Lu c • W D >ce • Hg • ao LL in ❑ re 0, J M 2 0 Project Manager: 1 A C Engineer: 1 A C Dote: 02/15/2016 Project No. 15-105 1 shoal C5 € /5 0 Page 25 of 25 ODES PLAINES Date: ILLINOIS July 6, 2016 COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org To: Michael G. Bartholomew, MCP, LEED AP, City Manager Lauren Pruss, AICP, Economic Development Coordinator From: Vijay Gadde, AICP, Interim Senior Planner 4. (51 Subject: Consideration of a Conditional Use permit for 445 S. River Road, 16 -025 -CU (1st Ward) Issue: The petitioner is requesting a Conditional Use permit under Section 12-7-3.K of the 1998 City of Des Plaines Zoning Ordinance, as amended, to operate a car wash and auto detailing facility on a site less than 25,000 square feet. Analysis: Petitioner: Owner: Conditional Use Report Mathew Edukutharayil, 1090 Flamingo Drive, Roselle, IL 60172 Joan Peterson, Successor Trustee of John R. Peterson, 10704 Rio Mar Circle, Estero, FL 33928 Case Number: 16 -025 -CU Real Estate Index Numbers 09-17-404-026-0000 Existing Zoning: C-3 General Commercial Existing Land Use: Vacant Surrounding Zoning: North: C-3 General Commercial South: C-3 General Commercial East: C-3 General Commercial West: C-3 General Commercial Surrounding Land Use: North: Commercial South: Commercial East: Commercial Page 1 of 36 West: Commercial Street Classification: South Des Plaines River Road is a collector street. Comprehensive Plan: The Comprehensive Plan designates the site Community Commercial. Project Description: The Subject Property is 8,370 square feet, whereas the Zoning Code requires 25,000 square feet or more for car washes open to the public. The Petitioner proposes to serve customers from an auto dealership and an auto body shop at this time and plans to hire two employees. The Zoning Code requires two parking spaces for each manual washing rack. The proposed remodeling plan includes two manual washing racks inside which require four parking spaces. The personal garage space can be used for two employee parking spaces. The Petitioner also plans to seal and restripe the parking lot when he applies for the remodeling permit. Standards For Conditional Uses: The Planning and Zoning Board considered the particular facts and circumstances of the conditional use requested in terms of the following standards. The Petitioner has addressed each of these standards in the Zoning Application. 1. The proposed conditional use is in fact a conditional use established within the specific zoning district involved; 2. The proposed conditional use is in accordance with the objectives of the city's comprehensive plan and this title; 3. The proposed conditional use is designed, constructed, operated, and maintained so as to be harmonious and appropriate in appearance with the existing or intended character of the general vicinity; 4. The proposed conditional use is not hazardous or disturbing to existing neighboring uses; 5. The proposed conditional use is to be served adequately by essential public facilities and services such as highways, streets, police and fire protection, drainage structures, refuse disposal, water and sewer, and schools; or the persons or agencies responsible for the establishment of the proposed conditional use shall provide adequately any such services; 6. The proposed conditional use does not create excessive additional requirements at public expense for public facilities and services and not be detrimental to the economic welfare of the community; 7. The proposed conditional use does not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare by reason of excessive production of traffic, noise, smoke, fumes, glare or odors; 8. The proposed conditional use provides vehicular access to the property designed that does not create an interference with traffic on surrounding public thoroughfares; 9. The proposed conditional use does not result in the destruction, loss, or damage of a natural, scenic, or historic feature of major importance; and 10. The proposed conditional use complies with all additional regulations in this title specific to the conditional use requested. (Ord. Z-8-98, 9-21-1998) Page 2 of 36 The Planning and Zoning Board met on July 28, 2016 to consider the Conditional Use. The Petitioner's attorney presented the proposed car wash facility information. One member of the public spoke with concerns about the proposal, including the proposed use, potential flooding, room for snow plowing, and fencing. Recommendation: The Planning and Zoning Board recommended (7-0) that the City Council approve the Conditional Use permit subject to the following conditions. Conditions: A. The Petitioner shall limit the manual car washing and detailing to two automobiles at a time. B. Should the Petitioner plan to hire more than two employees at any time, he should reconfigure the site to provide additional employee parking. C. The Petitioner shall seal and restripe the parking lot prior to obtaining the occupancy permit. D. The new rooftop unit shall be properly screened. E. Prior to issuance of the building permits, the Petitioner shall work with staff to upgrade the exterior appearance, specifically the roof and wood siding, using the City's business assistance programs if applicable. I recommend approval of the requested Conditional Use based upon the facts and circumstances presented in the staff report. Pursuant to Section 12-3-4.D (Conditional Uses), the City Council has the authority to approve, approve with modifications, or disapprove the application. It is requested that this item be placed on the Committee of the Whole agenda at the July 18, 2016 City Council meeting. Attachments: Attachment 1: Letter from Planning and Zoning Board to the Mayor Attachment 2: Location Map Attachment 3: Site and Context Photos Attachment 4: Draft Minutes of the June 28, 2016 Planning and Zoning Board Hearing Excerpt Exhibits: Ordinance Z —15— 16 approving a Conditional Use permit under Section 12-7-3.K of the 1998 City of Des Plaines Zoning Ordinance, as amended, to operate a car wash and auto detailing facility on a site less than 25,000 square feet. Exhibit A: Plat of Survey prepared by W -T Land Surveying dated May 19, 2016 Exhibit B: Interior Remodeling Plans dated 1-18-2016 Exhibit C: Unconditional Agreement and Consent Page 3 of 36 ODEsP1 WES ILLINOIS June 29, 2016 Mayor Bogusz and Des Plaines City Council CITY OF DES PLAINES COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org Subject: Planning and Zoning Board, 445 S. River Road, Case #16 -025 -CU, 3rd Ward RE: Consideration of a Conditional Use Permit 445 S. River Road Honorable Mayor and Members of the Des Plaines City Council: The Planning and Zoning Board met on July 28, 2016 to consider a Conditional Use permit under Section 12- 7-3.K of the 1998 City of Des Plaines Zoning Ordinance, as amended, to operate a car wash and auto detailing facility on a site less than 25,000 square feet. 1. The Petitioner's attorney presented the proposed car wash facility information. 2. One member of the public spoke with concerns about the proposal, including the proposed use, potential flooding, room for snow plowing, and fencing, 3. The Community and Economic Development Department recommended approval of the requested Conditional Use permit. 4. The Planning and Zoning Board recommended (7-0) that the City Council approve the Conditional Use permit under Section 12-7-3.K of the 1998 City of Des Plaines Zoning Ordinance, as amended, to operate a car wash and auto detailing facility on a site less than 25,000 square feet, subject to the following conditions: a. The Petitioner shall limit the manual car washing and detailing to two automobiles at a time. b. Should the Petitioner plan to hire more than two employees at any time, he should reconfigure the site to provide additional employee parking. c. The Petitioner shall seal and restripe the parking lot prior to obtaining the occupancy permit. d. The new rooftop unit shall be properly screened. e. Encourage the Petitioner to work with staff to upgrade the exterior appearance, specifically the roof and wood siding, using the City's business assistance programs. Respectfully submitted, James Szabo, Des Plaines Planning and Zoning Board, Chairman Cc: City Officials Aldermen Attachment 1 Page 4 of 36 IS1 consortium. Map Office"' LOCAT/ON MAP - 445 S. River Road crested on Stme 23, 20115. 201:5 GIS Ccesortium mad IMP ilLt. All Rights Rmerired. The GI'S Corsorti um and MOP Irac ale mot liable 13f ariy use. misuse, modilurtion or discicLause ormiy map provided- undar applicat!e : Disci ainsm•: This crap i s Em.ims1 information purposes only. Al thouet. the nforseti on is beli avec': ro loa EanAJMily wci orals say sr. and the Inn istiould1Ycod tor accuracy. The map does not mut{ tute a re mrlatory idiamminati 011 aid is not base ior ainew i r. fs A. Re Maxim! Ltd SUSWOIS1101kid b CWISITI. tidF datmmine precise lomtion boundaries os le gound Attachment 2 Page 5 of 36 ETIMI77TINV. ite eKi ntext Photo :117711 I !EMIIRATTE WTI I Ma. 7.r ' 1, •I Attachment 3 Page 6 of 36 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 32 7. Address: 445 S. River Road Case Number: 16 -025 -CU The petitioner is requesting a Conditional Use permit under Section 12-7-3.K of the 1998 City of Des Plaines Zoning Ordinance, as amended, to operate a car wash and auto detailing facility on a site less than 25,000 square feet. PIN: Petitioner: Owner: 09-17-404-026-0000 Mathew Edukutharayil, 1090 Flamingo Drive, Roselle, IL 60172 Joan Peterson, Successor Trustee of John R. Peterson, 10704 Rio Mar Circle, Estero, FL 33928 Chairman Szabo swore in Ms. Nancy Sander & Mathew Edukutharayil. Ms. Sander advised Mr. Edukutharayil operates a car wash 1 block away from this space. He wishes to improve the space with an auto detail and hand car wash. Perhaps 3 cars will be detailed daily. The site plan was illustrated. There will be 2 car bays and 2 employees. She advised the principal business is with car dealerships though he would not turn locals away. There should be no traffic concerns. Petitioner will be moving from leased space. Chairman Szabo asked where the current business is. Ms. Sander advised — 305 S. River Road. Board Member Hofherr referred to page 6 of 27, letter H, where it states the general public would not require parking. Ms. Sander replied — 99% of the business is with dealerships. She illustrated parking area. There will be an overhead door added where cars will enter. There will be a demolition. We are focusing on the Conditional Use. Board Member Bader asked what the exterior will be. Ms. Sander advised — there will not be exterior, only interior changes. Chairman Szabo stated the mansard roof is dated. Will it be reshingled or power washed? Mr. Edukutharayil stated he is amenable; whatever is necessary. Board Member Schell stated, on page 6 and traffic study, it is open to the public but there's no solicitation, correct? Ms. Sander reiterated — it is really not open to the public. 99% of the business is with dealerships. There couldn't be back-up traffic as cars stay in a stall for 5 hours. Chairman Szabo recommended appointments. Board Member Bader asked what the signage will say. Mr. Edukutharayil stated — Auto Detail and Car Wash. Board Member Catalano asked if Staff holds the view that this is not open to the public. Coordinator Pruss advised that is a concern; that's why Condition #1 was initiated. Board Member Hofherr asked what if you lose a car dealership clients. Mr. Edukutharayil advised — we have several. Attachment 4 Page 7 of 36 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 33 Chairman Szabo asked: • how many private citizens do you detail now? Mr. Edukutharayil advised — perhaps 2 cars weekly • how many years at your current location? Mr. Edukutharayil advised — 5 years Board Member Saletnik stated he is concerned about the exterior of the building; shingles on roof and wood has deteriorated. Conditions should be repaired. Ms. Sander stated this building has not yet been purchased. Coordinator Pruss advised there is a Business Grant available (if roof is removed, awnings could be replaced; wood siding could be refurbished). Chairman Szabo advised this is very valuable information for the Petitioner. Chairman Szabo asked if anyone in the audience is in favor of this proposal. No one responded. He asked if anyone objects. An audience member came forward and was sworn in by Chairman Szabo: • Nancy Blonn 1644 Elk Boulevard Ms. Blonn distributed correspondence and noted she lives in the adjacent property; this doesn't appear to be a good use due to the small space. This property floods and is in a flood way. She noted her home was the first home torn down due to flooding. She advised snow is a concern and cannot be plowed onto their property; there is no place for snow. Regarding the employee parking, there is not enough blacktop and abuts our property. A fence is requested but may not be allowed. It was noted Petitioner may not realize the current and future property tax fees. Ms. Blonn doesn't believe 5 hours is realistic for 1 car detail. Ms. Sander responded, illustrated, and distributed the boundary survey. Stewart Weiss departed the meeting at 10:28 p.m. Board Member Catalano asked Ms. Sander how snow was handled before. Ms. Sander advised — it was pushed into our space. She asked if this needs to be considered as it is in a flood plain. Coordinator Pruss advised — since there is no additional building, a fence cannot be erected in a flood way. Ms. Sander stated a lot of businesses wouldn't do well in this space due to the flooding. Chairman Szabo advised the creek is behind there; it will flood. Board Member Hofherr asked if there are 2 cars parked inside and not in driveway, they will not be coming and going. Ms. Sander stated if parking spaces block a door, it is what it is. Coordinator Pruss advised — on page 13, there are 2 parking spaces noted. The Staff Report was provided'. Issue: The petitioner is requesting a Conditional Use permit under Section 12-7-3.K of the 1998 City of Des Plaines Zoning Ordinance, as amended, to operate a car wash and auto detailing facility on a site less than 25,000 square feet. Attachment 4 Page 8 of 36 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 34 Petitioner: Mathew Edukutharayil, 1090 Flamingo Drive, Roselle, IL 60172 Owner: Joan Peterson, Successor Trustee of John R. Peterson, 10704 Rio Mar Circle, Estero, FL 33928 Case Number: 16 -025 -CU Real Estate Index Numbers 09-17-404-026-0000 Ward: #3, Denise Rodd Existing Zoning: C-3 General Commercial Existing Land Use: Vacant Surrounding Zoning: North: C-3 General Commercial South: C-3 General Commercial East: C-3 General Commercial West: C-3 General Commercial Surrounding Land Use: North: Commercial South: Commercial East: Commercial West: Commercial Street Classification: South Des Plaines River Road is a collector street. Comprehensive Plan: The Comprehensive Plan designates the site Community Commercial. Analysis: The Subject Property is 8,370 square feet, whereas the Zoning Code requires 25,000 square feet or more for car washes open to the public. Staff is considering the following business plan in evaluating whether to recommend approval of the car wash facility. The Petitioner proposes to serve customers from an auto dealership and an auto body shop at this time and plans to hire two employees. The Zoning Code requires two parking spaces for each manual washing rack. The proposed remodeling plan includes two manual washing racks inside which require four parking spaces. The personal garage space can be used for two employee parking spaces. The Petitioner also plans to seal and restripe the parking lot when he applies for the remodeling permit. Standards For Conditional Uses: The Planning and Zoning Board should consider the particular facts and circumstances of the conditional use requested in terms of the following standards. Please refer to the Zoning Application for a detailed response from the Petitioner for each of these standards. Attachment 4 Page 9 of 36 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 35 1. The proposed conditional use is in fact a conditional use established within the specific zoning district involved; 2. The proposed conditional use is in accordance with the objectives of the city's comprehensive plan and this title; 3. The proposed conditional use is designed, constructed, operated, and maintained so as to be harmonious and appropriate in appearance with the existing or intended character of the general vicinity; 4. The proposed conditional use is not hazardous or disturbing to existing neighboring uses; 5. The proposed conditional use is to be served adequately by essential public facilities and services such as highways, streets, police and fire protection, drainage structures, refuse disposal, water and sewer, and schools; or the persons or agencies responsible for the establishment of the proposed conditional use shall provide adequately any such services; 6. The proposed conditional use does not create excessive additional requirements at public expense for public facilities and services and not be detrimental to the economic welfare of the community; 7. The proposed conditional use does not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare by reason of excessive production of traffic, noise, smoke, fumes, glare or odors; 8. The proposed conditional use provides vehicular access to the property designed that does not create an interference with traffic on surrounding public thoroughfares; 9. The proposed conditional use does not result in the destruction, loss, or damage of a natural, scenic, or historic feature of major importance; and 10. The proposed conditional use complies with all additional regulations in this title specific to the conditional use requested. (Ord. Z-8-98, 9-21-1998) Recommendation: The Community Development Department recommends approval of a Conditional Use permit under Section 12-7-3.K of the 1998 City of Des Plaines Zoning Ordinance, as amended, to operate a car wash and auto detailing facility on a site less than 25,000 square feet subject to the following conditions: 1. The Petitioner shall limit the manual car washing and detailing to two automobiles at a time. 2. Should the Petitioner plan to hire more than two employees at any time, he should reconfigure the site to provide additional employee parking. 3. The Petitioner shall seal and restripe the parking lot prior to obtaining the occupancy permit. 4. The new rooftop unit shall be properly screened. 5. Prior to issuance of building permits the petitioner shall work with staff to upgrade the exterior appearance specially the roof and wood siding using the City's business assistance programs if applicable. Attachment 4 Page 10 of 36 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 36 Planning and Zoning Board Procedure: The Planning and Zoning Board may vote to approve; approve with modifications, or disapprove. A motion was made by Board Member Catalano, seconded by Board Member Hofherr, to recommend approval to City Council with 4 Conditions with an additional Condition that Petitioner work with Staff to improve the exterior of building. Board Member Saletnik amended in particular the wood siding and roof repair. Board Members Catalano and Hofherr accepted the amendment. AYES: Catalano, Hofherr, Green, Bader, Saletnik, Schell, Szabo NAYES: None ***MOTION CARRIED UNANIMOUSLY*** Chairman Szabo stated a recommendation will be submitted to City Council. Chairman Szabo asked if there should be a limit on the number of cases per evening. A brief discussion took place. OLD BUSINESS There was no Old Business. ADJOURNMENT On a voice vote, Chairman Szabo adjourned the meeting at 10:42 p.m. Sincerely, Gale Cerabona Recording Secretary cc: City Officials, Aldermen, Zoning Board of Appeals, Petitioners Attachment 4 Page 11 of 36 CITY OF DES PLAINES ORDINANCE Z - 15 - 16 AN ORDINANCE GRANTING A CONDITIONAL USE PERMIT FOR A CAR WASH AND AUTO DETAILING FACILITY ON A SITE LESS THAN 25,000 SQUARE FEET IN THE C-3 ZONING DISTRICT AT 445 SOUTH RIVER ROAD, DES PLAINES, ILLINOIS. (CASE #16 -025 -CU). WHEREAS, Mathew Edukutharayil. ("Petitioner"), is the contract purchaser of the property commonly known as 445 S. River Road, Des Plaines, Illinois ("Subject Property"); and WHEREAS, the Subject Property is located in the C-3 General Commercial Zoning District of the City ("C-3 District"); and WHEREAS, the Subject Property is improved with a commercial building ("Building"); and WHEREAS, the Petitioner desires to operate a car wash and auto detailing facility within the Building on the Subject Property; and WHEREAS, the operation of a car wash is permitted in the C-3 District on sites of 25,000 square feet or less only with a conditional use permit; and WHEREAS, the Petitioner submitted an application to the City of Des Plaines Department of Community and Economic Development ("Department") for a conditional use permit to allow the operation of a car wash and auto detailing facility ("Conditional Use Permit") on the Subject Property in accordance with Sections 12-7-3.F.3 and 12-7-3.K of the City of Des Plaines Zoning Ordinance of 1998, as amended ("Zoning Ordinance"); and WHEREAS, the Subject Property is owned by Joan Peterson, Successor Trustee of John R. Peterson ("Owner"), who has consented to the Petitioner's application; and WHEREAS, the Petitioner's application was referred by the Department to the Planning and Zoning Board of the City of Des Plaines ("PZB ") within 15 days after receipt thereof; and WHEREAS, within 90 days after the date of the Petitioner's application a public hearing was held by the PZB on June 28, 2016 pursuant to notice published in the Des Plaines Journal on June 10, 2016; and WHEREAS, notice of the public hearing was mailed to all owners of property located within 300 feet of the Subject Property; and WHEREAS, during the public hearing, the PZB heard competent testimony and received evidence with respect to how the Petitioner intended to satisfy and comply with the applicable 1 Page 12 of 36 provisions of the Zoning Ordinance. The PZB filed a written report with the City Council on June 29, 2016, summarizing the testimony and evidence received by the PZB and stating the PZB's recommendation, by a vote of 7-0, to approve the Petitioner's application, subject to conditions; and WHEREAS, the Petitioner made certain representations to the PZB with respect to the proposed conditional use, which representations are hereby found by the City Council to be material and upon which the City Council relies in granting this request for the Conditional Use Permit, subject to certain terms and conditions; and WHEREAS, the City Council has considered the written report of the PZB, together with the applicable standards for conditional use permits set forth in the Zoning Ordinance, and the Community and Economic Development Staff Memorandum dated June 29, 2016, including the attachments and exhibits thereto, and has determined that it is in the best interest of the City and the public to grant the Petitioner's application in accordance with the provisions of this Ordinance; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1. RECITALS. The recitals set forth above are incorporated herein by reference and made a part hereof, the same constituting the factual basis for this Ordinance. SECTION 2. LEGAL DESCRIPTION OF SUBJECT PROPERTY. The Subject Property is depicted on that certain Plat of Survey prepared by W -T Land Surveying, Inc., consisting of one sheet, and dated May 19, 2016, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit A, and is legally described as follows: PARCEL 1: THAT PART OF LOT 4 IN KRUSE'S SUBDIVISION OF LOT 14 IN HODGE'S SUBDIVISION OF PART OF SECTIONS 16 AND 17, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT IN THE WESTERLY LINE OF LOT 4 ON THE CENTER LINE OF DES PLAINES AVENUE 86.50 FEET SOUTHERLY OF THE NORTHWESTERLY CORNER OF SAID LOT 4 AND THE SOUTHWESTERLY CORNER OF LOT 3 IN SAID KRUSE'S SUBDIVISION, THENCE EASTERLY TO A POINT ON THE EAST LINE OF SECTION 17, 64.20 FEET SOUTH OF THE SOUTH LINE OF LOT 3 IN SAID KRUSE'S SUBDIVISION, THENCE SOUTH ON THE EAST LINE OF SECTION 17, 50.93 FEET; THENCE WESTERLY TO A POINT ON THE WESTERLY LINE OF LOT 4, 50 FEET SOUTHERLY OF THE PLACE OF BEGINNING; THENCE NORTHERLY ON THE WESTERLY LINE OF LOT 4 2 Page 13 of 36 TO THE PLACE OF BEGINNING, EXCEPT FOR THAT PART TAKEN FOR HIGHWAY PURPOSES IN CASE 12L51593 IN COOK COUNTY, ILLINOIS. PARCEL 2. ALL THAT PART OF LOT 4 IN KRUSE'S SUBDIVISION OF LOT 14 1N HODGE'S SUBDIVISION OF PART OF SECTIONS 16 AND 17, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WEST OF THE EAST LINE OF SAID SECTION 17 LYING SOUTH OF A LINE DRAWN FROM A POINT IN THE WESTERLY LINE OF SAID LOT 4 ON THE CENTERLINE OF DES PLAINES AVENUE 136.50 FEET SOUTHERLY OF THE NORTHWESTERLY CORNER OF SAID LOT 4 AND THE SOUTHWESTERLY CORNER OF LOT 3 IN SAID KRUSE'S SUBDIVISION TO A POINT ON THE EAST LINE OF SAID SECTION 17, 115.13 FEET SOUTH OF THE SOUTH LINE OF LOT 3 IN SAID KRUSE'S SUBDIVISION AND LYING NORTHERLY OF THE NORTHERLY LINE OF ELK BOULEVARD, SAID NORTHERLY LINE BEING 50.0 FEET NORTHERLY OF AS MEASURED AT RIGHT ANGLES TO AND PARALLEL WITH THE FOLLOWING DESCRIBED CENTER LINE TO WIT. BEGINNING AT A POINT IN THE CENTER LINE OF RAND ROAD AS NOW LOCATED AND ESTABLISHED, DISTANT 177.43 FEET SOUTHEASTERLY OF THE CENTER LINE OF GROVE AVENUE AS NOW LOCATED AND ESTABLISHED; THENCE SOUTHWESTERLY IN A STRAIGHT LINE FORMING AN ANGLE OF 78 DEGREES 20 MINUTES (IN THE SOUTHEAST QUADRANT), A DISTANCE OF 96.63 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG A CURVED LINE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 200.0 FEET WITH A CENTRAL ANGLE OF 62 DEGREES 15 MINUTES AND TANGENT TO SAID LAST DESCRIBED COURSE, A DISTANCE OF 217.29 FEET TO A POINT OF TANGENCY; THENCE CONTINUING SOUTHWESTERLY ALONG A STRAIGHT LINE, TANGENT TO SAID LAST DESCRIBED COURSE, A DISTANCE OF 529.04 FEET TO THE SOUTHWESTERLY LINE OF SAID LOT 4, A DISTANCE OF 33.0 FEET SOUTHWESTERLY (MEASURED AT RIGHT ANGLES) FROM THE NORTHEASTERLY LINE OF DES PLAINES RIVER ROAD AS NOW LOCATED AND ESTABLISHED, AND EXCEPT THAT PART TAKEN FOR HIGHWAY PURPOSES IN CASE 12L51593 IN COOK COUNTY, ILLINOIS. PIN: 09-17-404-026-0000 Commonly known as 445 S. River Road, Des Plaines, Illinois. SECTION 3. CONDITIONAL USE PERMIT. Subject to and contingent upon the conditions, restrictions, limitations and provisions set forth in Section 4 of this Ordinance, the City Council grants the Petitioner the Conditional Use Permit to allow the operation of a car wash and 3 Page 14 of 36 auto detailing facility on the Subject Property. The Conditional Use Permit granted by this Ordinance is consistent with and equivalent to a "special use" as referenced in Section 11-13-25 of the Illinois Municipal Code, 65 ILCS 5/11-13-25. SECTION 4. CONDITIONS. The Conditional Use Permit granted in Section 3 of this Ordinance shall be, and is hereby, expressly subject to and contingent upon the following conditions, restrictions, limitations, and provisions: A. Compliance with Plans. The development, use, and maintenance of the Subject Property shall be in strict compliance with the following plans, except for minor changes and site work approved by the Director of the Department in accordance with all applicable City codes, ordinances, and standards, including, without limitation, Sections 3.4-8, "Limitations on Conditional Uses," and 3.4-9, "Effect of Approval," of the Zoning Ordinance. 1. The plans and elevations titled "Interior Remodeling & Alternations for: H2O Auto Detail & Car Wash, Inc.," prepared by Chris Winogradzki Architects, Ltd., and consisting of fourteen sheets, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit B; B. Additional Conditions. The development, use, and maintenance of the Subject Property shall be subject to and contingent upon the following additional conditions: 1. The Conditional Use Permit shall not become effective unless and until the Petitioner seals and re -stripes the pavement area used for off-street parking. 2. The Petitioner's manual car washing and detailing operation shall be permitted to wash and/or detail no more than two vehicles at any one time. 3. The proposed new rooftop air conditioning unit shall be properly screened. SECTION 5. NONCOMPLIANCE. A. Any person, firm or corporation who violates, disobeys, omits, neglects or refuses to comply with, or resists the enforcement of, any of the provisions of this Ordinance shall be fined not less than seventy five dollars ($75.00) or more than seven hundred and fifty dollars ($750.00) 4 Page 15 of 36 for each offense. Each and every day that a violation of this Ordinance is allowed to remain in effect shall constitute a complete and separate offense. In addition, the appropriate authorities of the City may take such other action as they deem proper to enforce the terms and conditions of this Ordinance, including, without limitation, an action in equity to compel compliance with its terms. Any person, firm or corporation violating the terms of this Ordinance shall be subject, in addition to the foregoing penalties, to the payment of court costs and reasonable attorneys' fees. B. In the event that the Petitioner fails to develop or maintain the Subject Property in accordance with the plans submitted, the requirements of the Zoning Ordinance, or the conditions set forth in Section 4 of this Ordinance, the Conditional Use Permit granted in Section 3 of this Ordinance may be revoked after notice and hearing before the Zoning Administrator of the City, all in accordance with the procedures set forth in Section 12-4-7 of the Zoning Ordinance. In the event of revocation, the development and use of the Subject Property will be governed solely by the regulations of the C-3 District. Further, in the event of such revocation of the Conditional Use Permit, the City Manager and City's General Counsel are hereby authorized and directed to bring such zoning enforcement action as may be appropriate under the circumstances. The Petitioner acknowledges that public notices and hearings have been held with respect to the adoption of this Ordinance, has considered the possibility of the revocation provided for in this Section, and agrees not to challenge any such revocation on the grounds of any procedural infirmity or any denial of any procedural right, provided that the notice and hearing required by Section 12-4-7 of the Zoning Ordinance is provided to the Petitioner. SECTION 6. EFFECTIVE DATE. A. This Ordinance shall be in full force and effect only after the occurrence of the following events: 5 Page 16 of 36 1. its passage and approval by the City Council in the manner provided by law; 2. its publication in pamphlet form in the manner provided by law; 3. the filing with the City Clerk by the Petitioner of an unconditional agreement and consent to accept and abide by each and all of the terms, conditions, and limitations set forth in this Ordinance, and demonstrating the Petitioner's consent to its recordation. Said unconditional agreement and consent shall be in substantially the form attached to, and by this reference made a part of, this Ordinance as Exhibit C; and 4. at the Petitioner's sole cost and expense, the recordation of this Ordinance together with such exhibits as the City Clerk deems appropriate, with the Office of the Cook County Recorder. B. In the event that the Petitioner does not file with the City Clerk a fully executed copy of the unconditional agreement and consent referenced in Section 6.A.3 of this Ordinance, within 60 days after the date of passage of this Ordinance by the City Council, the City Council shall have the right, in its sole discretion, to declare this Ordinance null and void and of no force or effect. SECTION 7. SEVERABILITY. If any paragraph, section, clause or provision of this Ordinance is held invalid, the remainder shall continue in full force and effect without affecting the validity of the remaining portions of the Ordinance. [SIGNATURE PAGE FOLLOWS] 6 Page 17 of 36 PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT ATTEST: CITY CLERK MAYOR PRO TEM Published in pamphlet form this Approved as to form: day of , 2016. CITY CLERK Peter M. Friedman, General Counsel I, , being the owner or other party in interest of the property legally described within this Ordinance, having read a copy of the Ordinance, do hereby accept, concur and agree to develop and use the Subject Property in accordance with the terms of this Ordinance. Dated: (Signature) DP -Ordinance Approving a Conditional Use Permit (CUP) for a Car Wash and Auto Detailing Facility at 445 S. River Road #40802263_v2 7 Page 18 of 36 409RiAEST CLWAY]P i+� i7T 1 1 - - t FOAM 511.160 PPE .F CORNER 00' 06' 8145687 WORM IS 06J44 PAGING PAVER IS 2420' s 411311 PAZ 45,494446 75 243210 eo trr D1 Q t] CA BOUNDARY SURVEY PARCEL 1: THAT PART OF LOT 4 15 KRUSE'S SUB04154001 OF LOT 14 IN HOOGE'5 SUBDIVISION OF PART OF SECTIONS 16 AND 17 TOWNSHIP 41 NORTH, RANGE 12, EAST OF 000E THIRD PRINCIPAL MERIDIAN, DESCRIBED A5 FOLLOWS: COMMENCING AT A POINT IN THE WE5TERLY LINE CF LOT 4 ON THE CENTER UNE OF DES PLAINES AVEXGUE 68.50 FEET SOUTHERLY OF THE NORTHWESTERLY CORNER OF SA10 LOT 4 AND THE SOUTHWESTERLY CORNER OF LOT 3 IN SAID KRUSE'S SUBDIVISION; 1NENCE EASTERLY TO A POINT 001 THE EAST LINE OF SECTION 17, 64.20 FEET SOUTH OF THE SOUTH LINE OF LOT 3 IN SAID KRUSE'S SUBDIVISION: THENCE SOUTH ON THE EAST UNE OF SECTION 17, 50.93 FEET; THENCE WESTERLY TO A POINT ON 001E WESTERLY UNE Cr LOT 4, 50 FEET SOUTHERLY DF THE PLACE OF BEGINNING; TKENOE NORTHERLY ON THE WESTERLY UNE OF 1.07 4 TO THE PLACE OF BEGINNING, EXCEPT FOR THAT PART TAKEN FOR HIGHWAY PURPOSES IN CASE 121.51593 IN COOK COUNTY, IWNCIS PARCEL 21 ALL THAT PART OF LOT 4 114 KRUSE'S 5140040 100 OF LOT 14 1E4 00000(S 5J8DIVI5104 CF PART OF SECTIONS 16 AND 17, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE 111180 PRINCIPAL MERIDIAN, LYING 7/E5T OF THE EAST UNE OF SAID SECTION 17 LYING SOUTH OF A UNE DRAWN FROM A P0457 IN THE WESTERLY LINE OF 5410 LOT 4 CN THE CENTER UNE Cr DES PLAINES AVENUE 136.50 FEET SOUTHERLY OF THE NORTHWESTERLY CORNER OF SAID LOT 4 AND TH€ SOUTHWESTERLY CORNER OF LOT 3 IN SAID KRUSE'S SUBDIVISION TOA POINT ON THE EAST UNE OF SAID SECTION 17, 11513 FEET SOUTH OF 000E SOUTH UNE OF LOT 3 IN SAID MUSE'S SLIERNA500N ANO LYING NORTHERLY OF THE NORTHERLY UNE OF ELK BOULEVARD, SA16 NORTHERLY UNE BEING 60,0 FEET NORTHERLY OF AS MEASURED AT RIGHT ANGLES TO AND PARALLEL 0TH 111E FOLLOWING DESCRIBED CENTER UNE TO W1T: BEGINNING AT A POINT IN THE CENTER UNE OF RAND ROAD AS NOW LOCATED 0,100 ESTABLISHED, DISTANT 077.43 FEET SOUTHEASTERLY OF THE CENTER UNE OF GROVE AVENUE A5 NOW LOCATED AND ESTABLISHED: THENCE SOUTHWESTERLY 114 A STRAIGHT LINE FORMING AN ANGLE OF 78 DEGREES 20 MINUTES N THE SOUTHEAST QUADRANT). A DISTANCE OF 96.63 FEET TO A POINT OF CURVATURE; THENCE SOUTH STERLY ALONG A CURVED UNE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 200.0 FEET WITH A CENTRAL ANGLE OF 02 DEGREES 15 MINUTES AND TANGENT TO SAID LAST DESCRIBED COURSE, A DISTANCE OF 217.29 FEET TO A PONT OF TANGENCY; THENCE CONT -NI SOUTHWESTERLY ALONG A STRAIGHT UNE, TANGENT TO SAID LAST DESCRIBED COURSE A DISTA..N 529.04 FEET TO THE SOUTHWESTERLY UNE OF SAID LOT 4. A DISTANCE CF 33.00 FEET SOUTI1ES • (MEASURED AT RIGHT ANGLES) FROM THE NCRTHEASTEAUY UNE OF DES PLAINES RIVER ROAD AS NOW LOCATED AND ESTABLISHED, AND EXCEPT THAT PART TAKEN FOR HIGHWAY PURPOSES 1N CASE 12151593 IN COOK COUNTY, ILLINOIS N01E5: 1. PERMANENT INDEX NUMBER (PIN. 4): 09-17-404-028 2. PROPERTY AREA: 4,309,49 SQUARE FEET / 0,19 ACRES 3. FIELD WORK COMPLETED 004 05/13/14. 4. SURVEY PREPARED WITH 1111E COMMITMENT NUMBER 15P511620871014, PREPARED BY CHICAGO TITLE INSURANCE COMPANY, HAYING AN EFFECTIVE DAZE NOVEMBER 19, 2015 SCHEDULE 8 11EMS: 426 EASEMENT TO REPAIR SEWER MAINS PER DOC. /19358779. DOCUMENT NOT PR5VXJED, 5. SURVEY PREPARED FCR: NANCY NOWAK SANDER B. BU501N0 TIES do DIMEN51055 SHOWN ARE MEASURED FROM THE OUT5107 FACE OF THE BUILDING. 7. BASIS OF BEARINGS IS TRUE NORTH BASED 001 ILLINOIS STATE PLANE COORDINATE SYSTEM. ILLINOIS EAST 0201 ZONE B, ANY DISCREPANCIES F09440 WITHIN THIS DOCUMENT NEED TO 8E REPORTED TO THE SURVEYOR AS SOON AS POSSIBLE. 310? ,•NI LEGEND 68851? 150 .44 119744 515 -- 61455 LAE 9 1S0E0 SIA 540040 - - EAS£E441 LAE 0 0.40E4 0410101,4 NAME 5£55441 d WEAR 05A1L 54045.7 -- 011 9110 JMGKA mar) RUM (0.15170540 0U L Y9M647 - 501 70110501.10 5N 041115 MAE - 106016/10 6Ll6 0[ f@elflSE[ �' cgs 244.0 kWL1 -- 044E 0106/0150 FNrtE LAE 781041E 0 5-801 / `x1AUE 0640E -• 61004 SEAM ▪ 9151 EAETV ROl8 01041 SANIW 5.171' y 0 -p IMA 0141 --Y--- 0180 SEAR 449 C� DiCII 04EN/I - " cr s '-4- MEET 1011 KR 0101[1 AVE r T✓g,(� 06411/010 L - 6A*NAW �y [[ 1151 49M 'A0141 -- 0170600 VINE • (- ) 54640851.96 LE 0LA016LE 19085'/0.AJ - NMR 0+149110 643 METER - 4 - G+4 U6 4 506101 ALL ago ETECT= METER - - 04 15.00 LAE ,EL4 810151061E ®J 1E17Fl50 VMAT - COMMA. MAIL 9.004x01 Gi m M15*5441 LA1111/.E• 1 SCALE I" . 10' 3 10 I I BAR 5041.E 20 LOCATION MAP STATE OF (LUKAS )1 5s COUNTY OF 0004 J riE W -T LAND SURVEYING, INC. DO HEREBY DECLARE THAT NE HAVE SURVEYED THE ABOVE DESCRIBED PROPERTY AND THAT 1515 PLAT 15 A CORRECT REPRESENTATION OF SAID SURVEY. TRIS PROFESSIONAL SERVICE CONFORMS TO THE OJRRENT RAJNDE 010414441/ STANDARDS FOR A 62450 RY SOME?. GIVEN UNDER OUR HAND AND SEAL THIS 1608 RAY OF MAY AD, 2016 AT HOFFMAN ESTATES, RIMERS. W -T LAND SURVEYING, INC- ILLINOIS FR NIJO 1. M 117451 -- PLS 40035EXPIRES 11/30/2016 's y ILUNOIS PROFESSIONAL DESIGN FTRM UCENSE NO. 184-004.387 OF,,,, 03 BOUNDARY SURVEY SCALE : 1"0110' DRAWN : KCH BOUNDARY ; FIM FIELD WORK : EISA CHECK : FIM JOB : 016100 SHEET S-1 OF ONE SHEETS Page 19 of 36 INERIOR REMODELING AND ALTERATIONS FOR: H2O AUTO DETAIL & CAR WASH, INC. MATHEW EDUKUTHARAYIL 445 S. RIVER RD., DES PLAINES, IL. 60016 NEW 6TWPED MEDIAN 1 LIMES OF PfR0WSED DRIVEWAY 11 Ire 1 1 PARCEL 001C416TE TEMPORARY 6NBTRUCT1ON EASEMENT II a `SITE PLAN e 202? PARCEL 0000316 TAXING AREA EIOBTMO PARKING TO BE REMOVED T46C�� i 4. Ava- Ii-C. ' N.M.'. Ai WA I NEW CURB L EXISTING PARKING j�Y TO REMAIN EXIBTWOPAR4OND BE REMOVER f 7.-rE]U6ITN0PARKN0 � r�A i 246 5'YARD 6E LAK LEES OF PROPOSED DRIVEWAY TO BE REMVED " ._. SLK BLVD. _- -- - _ - - - - CHRIS WINOGRADZKI ARCHITECTS, LTD. ARCHITECTS & BUILDERS 115 OAKWOOD AVE., DES PLAINES, IL 60016 PH. 4 847.698.4114 e-majI: christopher@cw-architects.com Exhibit B NEW DOUBLE YELLOW _STRIPEDMEDIAN- GENERAL NOTES: 1. ON SITE VERFICATON OF ALL DIMENSIONS AND COMMONS SHALL BE THE RESPONBBILITYOF THE CONTRACTOR. 2. NOISO CIME48KN8 TAKE PRECEDENT OVER SCALE. & THE ARCHITECT BHALL BE NOTIFIED SHOULD ANY DISCREPANCY OR QUESTIONS ARISE PERTANINGTO THESE DRAWEIG8. NO GHIAN3E SHALL BE MADE WITHOUTREVIEW BYTHE ARCHrTEOT. 4. ALL NTERHOR OILET4610448 ARF TO FACE OF GMP. 60, UNI. E96 NOTE0 OTHERWISE. G ALL IXTER6IOR FRAME OBEESIONS ARE TO FACE OF SHEATHING UNLESS NOTED OTHERWISE 6. ALL EXTERIOR DIMENSIONS ARE TO FACE BRICK OR CONC. FOUNDATION WALLS. 7. ALL WORK PERFORMED AND MATERIALS USED SHALL COMPLY WITH THE FOLLOWING: A ALL APPLEARLE LOCAL AND STATE MIES. ORDINANCES AND REGULATIONS. B. MANUFACTURES' SPECIFICATIONS AND TRADE ASSOCIATION NECOMMENDATIONB. C, ACCEPTED ENONET31190 AND CONSTRUCTION PRACTICES. 6. ALL CONTRACTORS SHALL VET -JOB BRE AND BECOME FAMILIAR WITH EXIBTNO 00NDm0(44 BEFORE SUBMIT/NG 908. R ALL WORK SHALL BE PERFORMED N AGOOD WORIOMNLNE MANNER. CONTRACTORS TO REMOVE THEE DEBRIS AND LEAVE THE JOB BITE BROOM SWEPT AT TIE END OF EACH WORKING DAY. METALS: 1. ALL STRUCTURAL STEEL TO BE A88 2. ALL STRIICNRAL STEEL BOLTS TO BEA MINIMUM OF 8N- A326. 3. USE METAL OR OTHER APPROVED SHIMS ENDER 'STEEL BEAMS AMD COLUMNS. WOOD SHIMS ARE NOT ALLOWED. 4. AL BTRUCTURALSTEEL TO RECEIVE ONE SHOP COAT OF RUST INIIBTTNE PAINT. 6 PROVIDE S%6X112 BASE PLATES UMER ALL COULEE/B. 6. ALL BEAMS TO RE BOLTED TO COLUMNS AT 2 LOCATIONS (MINIAUMM WOODS AND PLAST[C6 : Drawig LIsM Sheet Number Sheet Name Sheet ISOUB Dela 1 Cl TITLE SHEET & SITE PLAN 01-18-2016 1.1 C2 MATERIAL SPECIFICATIONS 01-18-2016 2.1 Al BASEMENT FLOOR EXIST. & DEMO 01-16-2016 2.2 A2 BASEMENT FLOOR PLAN NEW 01-18-2016 3.1 A3 FIRST FLOOR EXIST. & DEMO 01-16-2016 3.2 A4 FIRST FLOOR NEW PLAN 01-18.2015 3.3 A5 FIRST FLOOR CEILING PLANS 01-18-2018 4 A6 BLDG. ELEVATIONS & DETAILS 01-18-2018 5 A7 8A8 BUILDING SECTIONS DIAGRAMS 01-18-2016 01-18-2016 7 51 FRAMING PLAN 01.18.2016 8.1 E1 8.202 ELECTRICAL SYMBOLS, NOTES. LINE DIAGRAM, SCHEDULES ELECTRICAL DEMOLITION & PROPOSED PLANS 01-25.2016 01-25-2016 8.3 E3 9 M1 BASEMENT AND ROOF ELECTRICAL PLANS HVAC PLANS 01-25-2016 01-18-2016 Grand total: 15 ALL WOOD FRAMING SHALL CONFORM 70 THE 'TIMER OONBTI6ITION STANDARDS - -ARO 101:7 OF THE AMERKKJN INSTITUTE OF TIMBER CONSTRUCTION, • NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTOR- ARD TAAIAIAL FOR NOISE FRAMING OF TIE NATIONAL FOREST PRODUCTS A88OC ITION. ALI LUMBER SHALL CONFORM TO U.6. PRODUCT 6TANDA6)PEW AND MALL BE GRANDE MAIMED. ALL PLYWOOD SMALL COMFORM TO U.6. PRODUCT STANDARD PIA AND SHALL BE GRADE MARKED. 61RE88 GRADE WAFER M ALL CONFORM TO THE • NATIONAL DEEM FOR WOOD CONSTRUCTION. WRH AN ALLOYYANCE F6 =1266 PB EXCEPT WHERE NOTED OTHERWISE ON PIANS AND FORMIROKAM OR DOUGLAS TR GLU4AA8. REFER TO Muss JoiT STANDARDS FOR ALLOWANCE SMAND LOCATION OF ROLES WITHAL TA JOISTS AND 6PECFICAIT011 Of SEARING HANGERS AND 0THER CONNECTIONS. ARCADE DOUBLE .016T8 UNDER AL BEARING PARTITIONS. PROVICE 00061.E METE AND HEADERS AT MTAROPENNGE NOTCHING IS PERATTTMIO TO 115 MISTS DEPTH EXCEPT NO NOTCHNO IN MDNE VB OF SPAN HOLES MAYBE BORED THROUGH JOSTS WITH AMAXIMA DI4O ETER OF 2 WITH EDGES NOT NEARER THAN T TO TOP OR BOTTOM OF 10181. PROVIDE 1 x8 CR084 BRACE/GYIITR 4MKIMIIM BPACO/GOF R -0'0.C. WOCOSLL PLATER ON TOP OF FOUNDATION WALE SHALL BE PRESSURE TREATED AND LEVELED RPM ETHER PORTLAND CEMENT GROUT OR 1? FIBERGLASS SLLSEALER WITH SHIM AT 10 OC. MAAMUMAIDANCHORED W1-111 VR' DIAMETER ANCHOR SC/ TB EL4ECE014" INTO CONCRETE FOUNDATION WALL AT MP 0.0. P60YDE N COMM AT 4'.0- D.C.TFROUGII FCOT84G AND FALL HEIGHT OF VIAL. A114 EXTERIOR AND BEARING PARTITIONS NRAL HAVE 24 SUDS AT 16' OC. WRH DOUBLE 2M TOP RATE. MNNLM LAP 4046.40 246 SOLE RATE ALL INTERIOR NON -BEARER) PARTm0N6 BEALL HAVE STUDS AT 10 OD. ALL CORNER POSTS -SHALL RE NOT LESS THAN (3) 24 48TUDS U.N.O. AL1 BENING WALL OPENINGS SHALL BE FRAMED AIMED 2K 12 FEARER WIIH 12 PLYY0008PAOER8 EXCEPT WHERE NOTED CaLERWBE. ALL BINBFLO0R8 TO BEM -TONGUE ANO GROOVE PLYWOOD DECJ4NG GLUED AND NAILED AB PER BPECIFICAi1 NB OF THE AMERICAN PLYWOOD ABIOGATEN. WALL B1EAIHNB/MALL BE 12 EXTERIOR GAME PLYWOOD OR 1? THERMAOy(LD INSULATION BOARD WITH 1244 x 6 EXTERIOR GRADE PLYWOOD AT ALCOWERB OR INTERSECTIONS ALL EXTERIIR CEDAR MG WALL BE RENDRm. TENTKIN0T, BMOOTTI SAWN D SELECTOR BETTER. 010141060 SHALL BE N8TALLEDSEEP NEEDED, PARTICUWRY AMENS, BATH, CLOSETS AMI STARE. 1. INSTALL 90 x 10 TYPE X OYP. BD. ON CELNE WHERE GAB FURNACES LOCATED. 2. ALL WALLS, EXCEPT DARADE,10 BE 1201051. A BOARD TA006AAI OF,D AND PANTED. e. ALL CEILINGS. EXCEPT OARAOE, TO BE 1@' GYPSUM BOARD TAPED, BANDED AND PAMEC. 4. GARAGE WAILS S AND CEILING SHALL BE 5/6. TYPE •X• GYPSUM BOARD TAPED, SANDED AND PAINTED. ATTIC ACCESS PANEL AT 0801.0E TO BE Se' TYPE IO GYPSUM BOARD. 6. FLOOR MEM SHAH BE AS NOTED ON 1HE PLAN, S. ALL RESILIENT FLOORING 10 BE INSTALLED OVER 140 THE. PLYWOOD UNCERLAMBIT OR APPROVED EQUAL, UNLESS NOTEDOTHERWSE 7. ALL CERAMIC TLE TO BE METALLED IN THINBET. INSTALL CBAMCTLE 14 ACCORDANCE WITH TCA P14410 FOR FLOORS, TCA B412-10 AT MATTE!, TCA 641690 AT SHOWER WALLS AND FLOORS AND TCA031130 AT CEILING6. 4. INSTALL ALL MARBLE TILE N ACCORDANCE WITH MMNUFAOTURERTI REGCMNENDATONS. E. OAK FLOORNG 70 6E212 WIDE T L 0 N RANDOM LENGTHS, VERIFY FINISH WITH OWNER. 10. PEWEE WONDERBOARD•ORAPPROVED EOUAL ON ALL SIDES OF SHOWER N.13 TUB ENCLOSURE 11. ALL DRYWALL SURFACES TO RECEIVE ON0 (1) COAT PMN. VAPEX WALL PRIMER AND ONE (1) COAT PBL LYT-AL FLDWNG FLAT. 12. ALL INTERIOR WOOD TO RECEIVE ONE(1)00AT P&L INTERIOR TRIP PRIMER AND TWO (21 COATS PCL CELLUTO4E &ATN ALKYD. 18. ALL EXTERIOR W000 TO RECEIVE TWO (2) CATS PAL PENETRATING RUBLE STAN. It ALL OA(RAUNDR,TRM FIND DOORS TO RECEIVE ONE(1)COAT PAL LANDING SEALER ANL/ TWO MOATS PSL VARNER BEARFINB14 16. ALL MIRRORS Ta BE 146 CLEAR CLASS. PROVIDE MIRRORED COVER RATES AT ALL OUTLETS AND SWITCHES AT MIRRORED WALLS. THERMAL AND MOLSFURE PROTECTION[ 1. EXTERIOR WALLS INIAL HAVE R-18 BATT INSULATION YETI INTEDRALVAPOR BARRIER INSTALLEDTOWANDS1HE NWERRA. 2. LIMAS UNIIEB WITH UNHEATED AREAS SHALL HAVE R-311 INSULATION LY48 PAO100TP2E BAFFLES AT EAVES TO ALLOW FOR NR ROW AND HAVE A VAPOR SAMUEL/ INSTALLED TOWARDS THE INTERIOR. 8. ALL CRAWL SPACE INSULATION TO BE 0.11 AT JOISTS AND 1. 1111( STYROFOAM BY MIN 24. HT. ALONE'MUM¢AT1ON PERIMETER WALLS. 4. CANTILEVERED POOJECTIONa MAL HAVE 8-30 BATT NSULATON WITH NTEBRAL VAPOR BARRIER INSTALLED TOWARDS THE INTERIOR. 6. ALL BOORS AD WINDOWS 181118PACE8 SHALL BE FULLY STAFFED CR FOAMED WITH IN6UTATION. 6. AU. RAND SILLS SHALL 8E INSULATED WITH R-18 BATT INSULATOR WITH INTEGRAL VAPOR BARRIER. 7. PROVIDE 112• REM INSULATION BEHNO ALL RECESSED MEDICINE CABNETB LOCATED N EXTERIOR WALLS. L ALL SKYLIBHTB TO BE BY VELUX• AND SHALL BE FLASHED WITH APPROPRIATE FLASHINGS PROEM BY MANUFACTURER, ANO INSTALLED IN ACCORDANCE MIH MAIUFACNRERB SPECIRCATON8. S. ALL WALLR100F INTERSECTION RASHNGS SHALL BE TERVE METAL, N ACCORDANCE WITH MANUFACTURER'S NSTRUCTONS. 10. CAULK ALL 1ON18 RENEW/ 6OFFTTB, BRICK MOLDS, WOOD INN AND SILLS. CALL/(AIL MERSECTLONB BEIWBEN COUNTER TOPS AND WALLS, BATHTUBS, SHOWER BABES, TIE AND TOPS OF ALL PANTED BASEBOARDS. 11. FLASH AT HEAD OF ALL EXTERIOR DOOR ANO WNDOW OPENINGS WHIN GALVANIZED SHEET METAL DRP CAPS, DRP CAP- AL840 RN INTEGRAL WITH WINDOWS S ACCEPTABLE. 12. EXTERIOR INSULATION SYSTEM TO BE Timm. 014 8ULA710N OR APPROVED EQUAL PAO8HALL MEET AL MANUFACTURERS BPECFICAT4088. 13. GUTTERS SMALL BE PREFNIBHED AUMNIIM AND HAVE AMNIMUM PITCH OF 1116• PER FOOT (0.051%). 14. TRE N1ER8E0TION OF FUMING AND CHASE WALE WITH AN ATR: SPACE SHALL BE MADEARTIOHT. 15 INSTAL ROOF VENIN M ACCORDANCE WITH MANUFACIUR9L9 RECOMMODATIONS FOR NSTP LAT!ON ON FSEAOLA88 ABPHALT BRINDLE ROOF. 1S INSTALL ROOFING AND FLASHING IN ACCORDANCE WITH NATIONAL ROOFMO CONTRACTORS ASSOCIATION RECOMMENDATIONS. 17. WATERPROOF ALL JOINTS AT FOUNDATION WALLS. 16. PROVIDE ASPHALT DAM8PRDOF14O ALONG ALL BASEMENT FOUNDATION WALLS. Mairia S DATA: DISTRICT. EDUSTIN0: C-3 LOT AREA A =8,730,35 SF MST. BUILDING LOT COVERAGE - A - 3,545.39 6F EXISTING BULDINO AREA BASEMENT FLOOR: FIRST FLOOR: TOTAL RANG BUILDING HEIGHT: EXISTING BUILDING HEIGHT: FROM -SETBACK: REQUIRED: ACTUAL SIDE YARDS: REQUIRED: ACTUAL: REAR YARD REQUIRED& ACTUAL: A NA BF A 3,545.38 SF A e 3,5459E SF 45.0' 13.17' 6.0 NAA 6.0 14.60' & WA 5.0' N/A ReVreio1 Schedule Revision Revision Issued Number pale by INTERIOR REMODELING & ALTERATIONS FOR: 8 3 ip p8 i Data: 50BIe: 01 18 me 1•= 2S-0' Drawn: Check: AGNES C.W. Job: Sheet of 2160'6 1/20010 100.47 PIA Page 20 of 36 MASONRY: 1MASONRYCONSTRUCTION SHALL CONFORM TO ACI 52020 2.ALL HOLLOW MASONRY UNITS SHALL BE ASIA CSB NORMAL MFK1-IT, TYIM1. 8.AN INTEGRAL WATER REPELLANT MXIITNE O LA LBE ADDED TO BRICK AND BLOCK AT THE POINT OF MI W U FAOIII IE. A AF TER ERECTING MASONRY WALL. APPLY SPRAYDN WATER REPELLENT SEALER SUCH AS 'PR08CCDCIISTOM NABOMY REALER' TO THE EXTERIOR FACE OF ALL MASONRY EXPOSED TO THE WEATHER WAIT SUFFICIENT TIME BEFORE APPLYNG WATER REPELLENT(AIINMUM FOUR REEKS OR AS RECOMMENDED BYIANUFACTUER). 5MASONRY STRENGTH SHALL RE Fir, 1810 FRIAR MEASIREDOY THE PRISM TEST 21 M:CORDM'CE WITH ASTM 0-1914. 6. MORTAR SHALL BE TAPES 1100 PSI AB MEABUTED BY ASTM 0476 UB1140 THE PROPORTION METHOD. T. MORTIS AND GROUT SHALL BE APREELENOED MIX AS SLPPLED BY A CERTIRED READY SUPPLER GROUT AND MORTAR WALL HAVE AN INTEGRAL WATER REPELLANT ADOTTNE ADDED AT DE RANT. e G4oUT MIX SHALL BE 8000 P& AT 28 DAYS. SLUMP SHALL 5E 7-e INCRE5 AND N ACCORDANCE WITH ASTM CMTS R JOINT RENFORCFNENT FOR BUGLE WIRE WALL SHALL BE DURO-WALL TRUSS TYPE, EDIT D IPPED SALVANEED AFTER FAENIGITION.THICKNE88 CF &0E 50058WLLL BE A mould 314C1E8 T110001013505$ MCA MINIMUM 9 GAUGE -MM. IF NOT INDICATED ON DWWIIG6. PROVIDE JOAN REINFORCING AT EVERY SECOND JOINT. 10. PREFORMED CONTROL JOINTS MALL BE RUBBER MATERIAL ASTM 02240 WEE FLANGE 'RAPID CONTROL JONT AS MANUFACTURED BY D URO -WALL. 11. F NOT NDICATED ON THE mammas, s, PROVIDE JONTT AT SPACNG NOT TO EXCEED 24 FEET. 12 JOINT FILER MALL BE SO'ASOEO CLOSE] CELL NEOPRENE, OVERSIZED 50 PERCENT TO DONT WIDTH SELF EXFAN8048 WIDTH NO LENGTHS. 18 DEFORSED VERTICAL RFNFORCNG STEEL N WALE, WHERE REQUIRED SHALL BE ASM 01112 PEW SUET STEEL CRAVE S0. SEE DRAWN8IS FOR SIZE NO LOCATIONS IF NOT NDICATED ON DRAWIN08, PROVIDE 44 VERTICAL AT 47. 14, FDRJOAN REINFORCING UP 8 INCHES. LAP DOREERBAT L05015 1540400 16. AT DE DISCRETION OF TIE CONTRACTOR, FOR WALLS RECEMNG RENFORLING, OPEN ENDED UNR8 (ABLODX OR BLCOK)ARE ACCEPTABLE. 16. FOR COLUMN SPECIAL 'C SHAPED BLOCK SHALL USED. LOW OR HIGH LFT GROUTED MAY BE USED FOR RLLNG UN TS ;ODD WITH NEWT. 17. UNLESS OTHERWISE NOTED, VERTICAL BARS BRILL BE LOCATED AT ND DEPTH OF OAU. USE BAR 708RIOIP458 TO HOLD REINFORCING N RACE DURING GROUTING. BARPOBRKNER SPACING SILL NOT EXCEED MORE THAN 6 FEDI VERTICALLY. 16 BARS 81MLL EE SPLICED ACCORDED TO THE ROLLOYIINGSCIEDNLE: B ARBEE LENGTH 440,8 10 NOES NCA 24 INNER NO.5 BV INCFES N00 86 INCHES 18. LAYMA8ONiY LINTS 14 RUNNING BOND WITH CONCAVE MORTAR JOINTS. ONE MASONRY MERMEN ONE UNIT CONCRETE MASONRY 241.41 S B INCHES N WIGHT. ONE MASONRY JOINT WITH THREE CLAY WICK) UNNS OF MASONRY RAI E 6 NITRES N HEIGHT. 20INSTALL ALL RETFORCING N WALLS MERE INDICATED ON DRAWINGS PLACE CONTROL JOINTS YINERE WICKED ON DIAWTNGO. 21. SET LOOSE UNTELS WIRERS N040410D ON 0105424 s. AT EACH LNTEL ENING PEACE INNUL TVD coR;E8 RLLFp40LID WITH GROUT OR!MID MASONRY UNITBUNDER EACH LMEL EENINO PONT UNLESB OTHERWISE SHORN GR NOTED. 220 NOT MITIGATED GN 0SAWNGS, LEVELS SHALL E 2-140742% FOR AN r WM.L.BUMBYHF RTRA 1Y WAN. OMVNIIED NO PAINTED BLACK. ANNUM BEARING SHALL BE B 110148 28 EXCEPT FOR REMFORONG STEEL, ALL STEEL MASDWRYENEEDMENTB AND AC:E880RES SHALL BE GALVANIC. 24. COYER r•HCIECT) THE MA8ON7Y WALL FROM WEARER AT TIE END OF EACH DAYS WORK. PROVDE APLASTIC OR WATERPROOF COVER OVER THE TOP OF THE UNFINISHED WALL AND ATTACH S]CURELYIN PLACE, TO PREVENT COVER FROM BLOWING OFF N HIGH VOIDS, 26. IMMIX FLASHING AT BABE AND LINTELS. LNIEL FLASHED SIAL HAVE INTEGRAL END D AME AND CRP5. 211. BABE FLASHING SHALL RE C01411NUGNS ALONG THE ENTRE LENGTH OF WALL PROVIDE TERMINATION BAR, AT LEAST 15 INCHES ABOVE THE BABE, AND PROECT FLABHNG2 INCH B EYOND THE DEPOSED FRONT FACE. 27. PROMM WEEP MIES AT BABE AND UNTEL8 AT SPRANG NOT TO EXCEED 24INCHES. MNNLS NUMBER OF WEEP HOLES FOR UNTELS SHALL BE S. WEEPS SHALL E COTTON LYME BOX TYPE WEEPS ARE ACCEPTABLE AS AN ALTERNATE. CONCRh: 7AJL CONCRETE WORK STALL CONFOL 4 TO AC1813 STANDARD BUILDING CODE REQUIREMENTS FOR STRUCTURAL OONCRETE.LOTEST EDITION 2 MICR= ;HN. L NNE 421415 GTH OE Pe. NM P2 AT 21) DAYS AT THE DISCRETION OF THE CONTRACTOR, NM EARLY STRENGTH CONCRETE MAYBE SUBSTITUTED. IF HIGH EARLY STRENGTH CONCRETE 18 USED ET ENE/ATTAR A MONO STRENGTH OF 2600 PN AT 8 DAYS ANDER: P81 AT DAYS. 1. CONCRETE SHALL BE VIBRATED IMMEDIATELY AFTER PLACING. 4. CCROGETE DF08ED TO WE2T1ER OR PLA® IN CONTACT WITH SOIL WAIL HAVE SIL AR ENTRAMMENT. SLABS RECEIVING STEEL TROWEL FFEH, 811811 NOT HAVE /MAR ENTRAINMENT ADDEO a CEMENT MALL 5315701081773 II. WATER CEMENT RATIO OND SHALL NOT EXCEED -45. S CONCRETE SHALL BE CURED FOR AFEMURI OF T DAYS. 7.1E43 CORRO&ON INHIBITOR AGORAE TO DF08ED CONCRETE. PROVIDE NC 200005 MANUFACTURED BYCORTECCORPORATION. IT. PAUL MINNESOTA e. CONTROL.OINTS SHALL BE CUT IN BAB ON GRADE WORK AS SOON A9 THE CONCRETE CAN SUFPOYTTE WEIGHT OF VAN AID EQUIPMENT WITHOUT INDENTNO TIE SURFACE. D. THE BOTTOM CF EXTESOR FCOTNCW SHALL BE SET NOT LEE THAN SLAT BELOW EXTERIOR 10. FDOTNGS ARE DE0DI4ED FOR 8000 PSF BOIL BEARING CAPACITY. BEARING VALLE88NULL BE FEUD VERFIEG BYWALKED TEBTMG AGENCY. 71. F NOT SHOWN ON DRAWINGS. MINIUM COVFR0F FouNOATIDN CONCRETE CR CONCRETE CART AGAINST EARTH SHALL RE 2 FICHES. OTHER CONCRETE SHALL HAVE MINIMUM COVER OF 21140 ES F NOT SHOWN OTHERWISE 12. FORMS SHALL E REUSED AS OFTEN AS FRACTICAL 12.00 NOT PUCE CONCRETE UNTLAU. CONDMIT8 PIPING OR OTHER BASEMENTS ARE N 14. MECHANICAL PIPING UNDER SLABS BHN10E ENCASED BY MINMUM OF 5FENDS OF CONCRETE. NEMER SLAB AS REQUIRED TO OBTAIN THE RECURRED COVER. 111. PATCHING LSAILCYAIED FOR MINOR DAMAGE ORHOEEYCOMBINGOF CONCRETE. REPAIR SHALL BE WITH AGEMENT MORTAR PASTE CONSISTED OF ONE PART OF PORTLAFB CEMENT AND TWO PARTS SME. MINORREPAR SIAL BE CON= IMMEDIATELY AFTER FROM STRIPPING. LLL E(PARRON JOINTS. WHERE mown SHALL BE Psi DEPTH THICKNESS OF CONCRETE. 17. CONCRETE FLOOR ELAN TO BE BROOM FIMSIED UNLESS NOTED OTHERWISE 16. FOR ELEVATED BU4B8.CONTRACTOR SHALL PROVIDE/ OPTIONAL CONCRETE AS REWIRED DUE TO SUPPORT STEEL DEFLECTOR. 18. WHEN METAL FORM DECK IS SPLICED], PROVEN ALL ACCF88ORE5 INCLUDING BLIT NOT WARE° TO, FLUTE CLOSURES, WELDN4 POUR 5TCP8 ETC. 20. REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM AS111 GRADE A. 21. AWE SHALL CONFORM TOASTY 0155 GRADE BOOR HO HER. LAP YAW AT LEAST; INCHES. 22. EKCEPT FOR NW, REINFORCING SHALL NOTE WELDED 29. SUBMIT REV DRAWINGS FOR ALL RENFORCNO STEELPI4DR TO START OF FABRICATION. 24. ALL MOND AND DETALJN2 SHALL CONFORM TO MI MANUAL OF STANDARD PRACTICE FORRENPORCEMENT. 2S. SUBMIT CONCRETE INT DATA FROM READY MIX MOWER FOR EACH MD TO BE USED ON TIE PRD.ECT. 28. NOTIFYENGBEER 48110DR8 IN ADVANCE OF PLACING CONCRETE FOR DEFECTION OF FORMWORKREM/FORMIC STEEL 27. ALL CONCRETESHALL BE TESTED FOR COMIPPE88144 STREWTH. STANDARD TEST SPECIMENS WAIL BE PROVIDED BY CONTRACTOR MD CONFORM TO ABTA C31 AT NO AGDIMUNM COST TO OWNER. ALL TEST CYIJN0ER8 WLLL E RECORDED AS TO LOCATION AND CONCRETE MD 28. TEEING DF CONCRETE SHALLCCNFGRM TO ASTM CMB AND SHALL CONDUCTED BE SY MDEPENCENTCERTFED LAB. COSTS WILL NE BORNE BYRE OWNER. A COPY OF TEST REPORT WILL E BENT TO THE ENGENDER 20 EACH SAWING SHALL CONSIST OF AMMOLM OP 8(THREE) CYLINDERS PER OPERATIONS OR WHOEVER OCCURS N WATERCEMENTRATIO OR AGGREGATE. TWO Num TESTED BYTE LABORATORY, ONE AT 7INVEN)4AYB, CNE AT 28 DAYS. THE THIRD W LL BE HELD N RESERVE, ON SITE FOR LATER TESTING, IF FEQUIRED. AFTER ED DAYS, ANY /IMPLIES ON SITE NAYIRE DISCARDED. STRUCTURAL STEEL 1.BRUMLEY STEELWORM SHALL CONFORM To AMERICN4IFETRUTE OF STEEL CONSTRUCTION (AN LINEAL OF STEEL CONISTRIUCTICN,STH EORION. 2 DEPUTE RESOLUTION WILL BE GUIDED EYRIE MED CODE DF STANDARD PRACTICE. 8 F ARCHITECTURALLY EXPOSED STRUCTURAL STEEL M DEDICATED, SECTION 10 OF THE ANC CODE CF STANDAR] PRACTICE SHALL AFPLY TO AL 11E1R SO NOTED. 4. STRUCTURAL STEEL ;HAIL BE: ROLLED SECTKBI- TUE8IEEL. PFE8IEEL- PLATESAND ANGLEB- A SN DR A 172 GRACE 50 ARE GLADE 8 A880WOEe 280 a STRUCTURAL ANCHOR BOLTS SHALL BE AS07 UNLESS NOTED. IR CONNECTION BOLTS SHALL BE HEN BTFENGTH WS' GIA, ASTM A826A UNLESS NOTED. 7. YIELDING STRUCTURAL STEELBHALL CONFORM MAWS 011.07WD ELECTRODES. OTHER STRUCTURAL METALS WELDING SHALL CONFORM TO: 131.2 01S D1.4 D1.0 010 ALMAMIUM MEET STEEL REINFORCING STEL. BRIDGE STEEL STAINLESS STEEL MISCELLANEOUS : 1.CONCRETEANCHORS NOT NOTED OR DRAWINGS SH4.1. E HIL TI HRHY 160 A71481VE ANCHORS. IF SIZE N NOT NOTED, PROVIDE RENOWN 12 NCR DRWETERMK)ORE EMBEDDED AT LEAST 41/4 ACNES. D] NOT PLACE ANCHORS 010855 THAN 8 FICHES FROM ANY CONCRETE EDGE WITHOUT DO E88 WRITTEN PERMISSION FROM THE STRUCTURAL EN01FER 2. FOR RELY GROUTED CONCRETE MASONRY WALLS ISE SANE ANCHORS AS FOR CONCRETE WORK. S. MABOFAY ANCHORS (BRICK OR HOLLOW CONCRETE BLOCK) NOT NOTED ON DRAWNGB SHALL BE HIL TI 817(042381.150840818170548.15510581107501010 PROVIDE MINIMUM 10 INCH DIAMETER ANCHORS, FOR SINGLE WYTHE WARMS NEED AT LEAST 2 NIB INCHES. FOR MULTI -ANNE WALLS DEM AT LEAST 4. ANCHOR EDGE DISTANCE AMO 8PACN1 CO NOT PLACE ANCHORS CLONE/ THAN 8 INIME8 FROM ANYEOGE. PERMISSION FORAM' SEEPFIONS ONLY WITTI THE OFRE08 WRITTEN PERMISSION FROM TEE STRUCTURAL ENGNEERR. a ETF 545 (WEDGE TYF (441CHU% 5294I1 NOT BE USED wrmouT TIE EXPRESS WRITTEN FENAI5®IDY of THE SIRUOTURAL EN0NFR. S. NEW NDTCIEB N IXETNG CONCRETE WALLS RECEMNO NEW CONCRETE 81ABS MOLL E SQUARE OUT WITH CONCRETE SAW. BEE0RE RAMC NEW sue, CLEAN NEW NOTCH AND APPLY DOMING KENIT.FOLLOW MANLIFACTRERB IECDM5IENLATIONBEXACTLY. WOOD: 1. woos GRADE: EXCLUDING TRUSSES AND E040140 RED WOOD. ALL WOOD SHALL BE CANADIAN SPF SUR OR BETTER DIMENSIONED WEARER PER NATIONAL BPECFXJRION FOR FCCOCDN TRUCTIONMDBipa6] UNLESS OTHERWISE NOTED. ENGINEERED LUMBER STALL SEAS FOLOWS UNLESS 010008180 NOTED. LVL BEAM FhsM=29000 PSI EEdn-1.908006POL PBL COLUMN: Fain. 2200 PM; ON, 11503,083 PM 2. YOOD SHIM 8E UNWRAPED AND FREE DF SPLITS AND CHECKS. 8.ALL DIMENSION LUMBER EXPOSED TO WEATHER NOB- BE WEATHER TREATED PER ANEPoCMI WOOD PRESERVER2A890CIATION, PARALLEL STRAND LUMBER (P5LL SHALL BE ',NEARER TREATED. TREATMENT MUST RE ouRRENTLY ACDEPTED, ENMRGNSENTMLYFSEN7CY TEATMENT; COA TREATMENT IS MDT FERRETED. ALL eRTMFASTENERB E1FOSE0 TO 1EATER, INCLUDING BUT NOT UNITED TO 88TRAP3 MANGERS, ROLTS, SCREWS, NAILS AND OTHERBPECULL FABTENINO HNi0WMW TO EE CORROSIVE RESISTANT. PROCESS MUST RE HOT CP GALVANIZED BNCCOATNO WITH IMNNUN 12M OZ OFZINC COATING PER SQUARE FOOT. 4. ALL POSTS SHALL BE MINIMA 4X4 UN.E88 NOTED OTHERWSE ALL POSTS SUPPORTING HEADERS AT MAXIMUM OPENIN04'Ui SWILL 8EM111508 BITE 2 -.XI. ALL HEAOERB SHALL BE MINIUM 82E2-2110. BAD. COLUMNS NIE70 BE CONTNUDUB TO71E FOUNDATION OR TO THE B1PPORTNG BEAM. TRANSFER L EINERIS PERMITTED IF SPECIFICALLY ENOIEE.RED FOR THIS PURPOSE 0. 881PSON COLUMN CAPS AC OR SIMLNI MGP SHALL E USED ATALL CONNECTORS OF LVL REALER TO PML CDIDWe. 7. STUDS; WILL BE CANADIAN SPF SUN SND GRACE (CEI BETTER) UNLESS NOTED OTHERWISE. B. ALL WALL SHEATHING SHALL BE APA SPAN RATED MNF 1350 OR PLYWOOD. B. WALL BRACING AND ALL CONNECTION; NO1.1ONG BLL PLATE TO FOUNOATKXH FALLMUST MEET OR EXCEED IRC 500015ENMTION. Revision Schedule Revision Revision Issued Number Clete by INTERIOR REMODELING & ALTERATIONS FOR: 2 MATERIAL SPECIFICATIONS Date: Scale: 01 18 20113 Dram: Check AGNES C.W. Job: Sheet of 219020 1.1 C2 15 Exhibit B Page 21 of 36 1.4 m Exhibit B 118' -4 12 47'-1112 08•-8. 0 0 r o FUIUL C _ H _ UP I 8S'-712 1.0 I I /1' — UP 11'-414' � / I 4. BASEMENT 42 A BASEMENT IFI e' -r a-1114• 7'-2WV 14' •4. 1 y-4000- F k 1 —S_ J e WLs� ismfF- \ 2 12 4 I _ 1y 0' -41H' FURN Jo I _ ELECTRICAL S PANEL s / 21'-01H- ( l CRAWL SPACE i o- II oyi \ a1'-10 SA' S' -11M 2D-8' s9.31R 24'-012 110' -sill- / r 3 `,BASEMENT PLAN - EXISTING X2.1 Al,i 1/4" = v -a" \ yJ 0 0 r o FUIUL C _ H _ UP I SAW CUT EXISTINe SULK AND PREPARE FOR NEW FOOTING F—�r —4Y1 I I 1 I I I I I 1 I I I UP 7 00 1L ;BASEMENT PLAN - DEMOLITION 114• = zw SAW CUT EXOTINO BLAB AND PREPARE FOR NEW FOOTIEO - 1- 1 1 I I L__J L__J L__J L \\ Revision Schedule Revision Revision Issued Number Date by INTERIOR REMODELING & ALTERATIONS FOR: od E4 - S GCel FQ0 i 7 a s W 0H 2 1 0 4 0 c, „ 4 u P E0 L) z o � w riaZ1 A Dale: Scale: 01 18 2016 Draws: Check: AWES O.W. Job 216006 Sheet of 2.1 Al 15 11261010 1:00%9 PN Page 22 of 36 .-NEW 5/8" GYPSUM BOARD ON EXIST. MTL. STUDS ••-NEW 5'8' GYPSUM BOARD ON EXIST. MTL. STUDS PROVIDE 3.5" SPRAY CLOSED - CELL FOAM INSULATION (R-22.75) -EXIST. 8' THK. MASONRY WALL WITH 35/8" MTL. STUDS @ 16" 0 PROVIDE 1.5" SPRAY CLOSED -CELL FOAM INSULATION (R-9.75) EXIST. 8' THK. MASONRY WALL WITH 1 5/8' MI'L. STUDS @ 18 O.C. WALL A - WALL B - EXTERIOR WALL SEC. EXTERIORRNTERIOR DESIGN No. U901 WALL SEC. BEARING AND NON BEARING WALL DESIGN No. U901 FIRE RATING -4HR a a BEARING AND NON BEARING WALL FIRE RATING -4 HR -EXIST. 8' THK. CONCRETE BLOCK WALL WALL C - INTERIOR WALL SEC. DESIGN No. U901 BEARING AND NON BEARING WALL FIRE RATING - 4HR —NEW 5/8" W.R. GYP. BD ON WET SIDE ON EXIST. MTL. STUDS EXIST. 8' THK. CONCRETE BLOCK WALL W/ 4" THK. BRICK WALL WALL D - EXTERIOR WALL SEC. DESIGN No. U902 BEARING WALL FIRE RATING - 41 -IR 110'-4112 "EXIST. 8" THK. CONCRETE BLOCK WALL WITH 7/8" MTL. STUDS 18' 0.0. NEW 5/8' GYPSUM BOARD EXISTING 3 5/8" MTL. STUDS • NEW 5/8' G.W.B. EACH SIDE OF NEW 35/8"x 18 GAUGE GALVANIZED METAL STUDS 18" O.C. MAXIMUM DEFLECTION: L240 FINISHED FLOOR WALL E - WALL F - WALL G - INTERIOR WALL SEC. INTERIOR WALL SEC. INTERIOR WALL SEC. DESIGN No. U914 DESIGN No. U404 DESIGN No. U404 BEARING AND NON BEARING NON BEARING WALL FIRE RATING -11-IR FIRE RATING - 3 HR FIRE RATING - 1HR NON BEARING WALL 4T•11112 27- ir i Iii!• M 8E-7112 I I fd - 88'-2112 - b 12'-10• 12'-1112 12' v � -MT ■.i `/ e• -r � e'-11 s14• r.2ar4• 1Z'-4• BASEMENT SI r— b 11111111... M. CRAWLSPACE {ND WORK) r 11 1 },....._ R1RN1 BABEMENT82 Irw wonp Y _ _ BOST. WATER HEATFA TO REMAIN. I VERIFY W! OWNER - ' •___ @\ 8 -0•X0 CONI. -0•X 12" W4b) W 8' -0•x8 -0•%1S CONC. NT AFT EACH WAY AT BOROM AY EACH WAY AT BOTTOM BOTTOM � - ® EMT. I ISb ELECTRICAL PANS. -�J` i� " o I, NEW BTL. COL. I FROM ABOVE 1 n NEW BTL COL. FROM ABOVE r ti 0 CRAWLSPACE 1ke 1 �.— _ _ . ?— —11 — —7 •pk 'C° b 1 241'52. -Ir )(12' I CONC. FTC W44) LN EACH WAY AT BOTTOM 'f Y b 2'-0'%2'A'%12' CONC. FTO W/(4) 84 EACH WAY AT BOTTOM j 37-10814• 7-1214•2D \. / �../ I �'-812 24'-9112' 117 -412 C1 'BASEMENT PLAN - NEW ie 2.2 A2 : 1/4" -1'-0" 0 A7 Revision Schedule Revision Revision Issued Number Date by INTERIOR REMODELING & ALTERATIONS FOR: z 0 0 5zpQ un J irS Dote: Scale: 01 10 2016 As bawled Drawn: Check: ACMES C.W. Job: Sheet of 216028 8 2.2 A2 57 15 Exhibit B Page 23 of 36 \• Exhibit B 113-41)2' 4T-11 In. T1YLOOR.-0'-Y' 162' 8 ,3-0- \ 13'-S' TWLOOR.-0'-4" 55'-7' y . / 1111 r TIROOR•41-4" S•-21/1 -1---/ TIFLOOR .9.0' TIFL.00R.. 3.4' TIFLDOR.-9'-4" .T l3' -S' ,-4UFLOO -0'-4 TiROOR••C.4 -0'��• r TIFLOO _-71RELOOR • p'-▪ 0- ELECTRICAL PANEL B' -21a' T/LOOR.O-.a 4'-1' TIFLACM •.0'.4".._ - TFFLOORO• 02/4' W-911' 1u4'-81 T(FLOOR' J o'er 2, A 1 N`'.FIRST FLOOR PLAN - EXISTING 3.1 A3 '114" .V-13." 93'-105.4' 74' SO -0 fiv TIFLOOR.7.0" 1 ELEOTRIGILL 6IR69 / / 22'-10 vw 6. 4'-6 T ELECTRICAL MEIER ELECTRICA Forias ROOF ACCESS 'WELDOR •-3-618' 16'-6' - / 4'-61/2' / \� -,a,a / p 11814 4-11'. /2.-11 %h \ 8> /, TIROOR.3. M t-813' i TIFLOORlr 27.-4' 2T-0' TI .00R•9-0" ST s-9114" 28-1084' 113.411' 1 sr 3 --fir ELECTRICAL T PANE1 0914' 11 64' ® TIFLOOR.3-o' T-4' TOPLOOR.a-o' 101' 6. 80Sx24' ATTIC ACCESS 1IR-OOR.11•4' 68' TIFLOOR -n 41i2 L 2ff-81/1 24'-21a' (N0 wasp 540 NOW() OIO WORK) (NO WORK) r -T REMOVE 6)091. DOOR REMOVE EOST. WALL GYPS. BO. REMOVE EOO8T. WALL GYPS. B0. REMOVE E109T. DOOR (NO WO6K( PROVIDE OPENING FOR NEW DOOR INSTAUATx)N AS RE00 I 2 \FIRST FLOOR PLAN - DEMOLITION 1 A3) 114". TA' REMOVE PART OF E)1ST. WALL coNNITRUCTON AS RE00. REMOVE MOST. DOOR 540 WORK) REMOVE EXIST. WALL CONSTRUOTON `..I. REMOVE 00IST. WALL CONSTRUCTION. ATSA LEAVE ELECTRICAL PANEL AT THE TAME LOCATION. REMOVE aim-. WALL 1 CONSTRUCT0N REMOVE EMT. L100R REMOVE EKIST. WALL OYP8. B0. REMovE II S CONB)R11�I04 WALL , ` II \ � 11 I. REMDVE EAST. DOOR R REMOVE PART OF E08T. WALL CONSTRUCTOR AS RE09. REMOVE EJaB'T. DOOR PROVDE OFO PENNOR NEW D00R F18TALLATION AS RE04 REMOVEEOST. WALL CONSTRUCTOR PROVIDE mama FOR NEW 01710. 0000INITALLATION AS REVD. ICON9 REMOVEE70TRUCT6T. WALL ON y 1 1 MOVEE108T-ELECTR. 3'-'PANELTOANEW lOCAT10N - (T70 ELECTRICAL ID Il lr- I I II .11 N 1 1 REMOVE EXIST. DOOR 11 I� 11 11 REMOVE MST. WALL OONSTRUCTON 11 11 _JL ---JL_. (NO WORK) - SAW OUT 2'OF EXIST. BOTTOM FOR NEW ▪ RAISED FLOOR ELEVATAN. VERIFY WI OWNER. REMOVES 11MA AWAY ALL ARLMNOES & BASE CABINET. TERMINATE WASTE S WATER LOE9. REMOVE EXIST. CEILINO S WALL OONSTR. REMOVE q(IBT. FLOORING. Rev(9Ron Schedule Rev2Glon Revision Ns8u94 Number Date by INTERIOR REMODELING & ALTERATIONS FOR: 0 1 :v iii_ Wy Ei 0 w Em4 4 IM Dale: 0116 2014 I Scale: 114-•1•-0' Drawn: AGNES Check: O.W. Job: Sheet of 215025 3.1 A3 15 171600101:00:5/ PM Page 24 of 36 ^J 6 R STORAGE (No wash() STORAGE (NO WORK) FOYER (NO WOW() VESTIBULE MO WORK) 47.•11112. El TOILET 1O WORIQ STORAGE CORRIDOR (NO WORK) CORRIDOR 118'-41,r 7 \ \\ w \` \\`- \ \\�\H\ PATCH WRH MIL. FURRINO AND GYPS. SD. TO MATCH EXIST. WITLW ,1 \ G / ELECTRICAL METER EAST. ELECTRICAL EEXISTELECTRICAL SYIRES ELECTRICN. PANELS —Y NEW SURFLOOR ALIGN WE1OST. AT IRIS AREA: MrTED PL •^ SHEATHING ON G 11NY 7K) 18'OR, \r {SHIMS REOD. STORAGE 8d•- 103/4• (/ 2 ` FIRST FLOOR PLAN 13� iµ'=1' -D` 446, OiLEI ' f. CIA. r iii (N°w°RK 112r"_ 11 l �UI11P ��F 71 ® 11 L.\ \OCAnvN FOR. EE,aSTING\ \ ELECCTRICALPAN . til PERSONAL GARAGE 104 j 463 SF 7IFLOOR--7'-477' SAwCUrTO UN°EHCUTrNh)ERBT.DO0R </,‘D.) TOALLOW OPENWG THE O°OR NFMRT. FRAME (YHERYIW OWNER) 24'-311r 5A7 38'-10314' 3 )ROOF PLAN 3.2 A4, VT •ILT NEW ROOFTOP UNIT 23• 28'.3177 –NEW 516' W. R. GYP. BO ON WET SIDE. NEW 5/8' GYPSUM BOARD EXISTING 3 5/E" MTL. STUDS !al 16'O.C. WALL F 1 - INTERIOR WALL SEC. DESIGN No. U404 NON BEARING WALL FIRE RATING -1 HR R 0°110 RANK) OVER COMPACTED GRANDLAR FILL —11I[ 518' W.R. GYP. SD ON WET SIDE. NEW 518" GYPSUM BOARD NEW 35I8"x 18 GAUGE GALVANIZED METAL STUDS 76"O.C. MAXIMUM DEFLECTION: L240 FINISHED FLOOR WALL G-1 - INTERIOR WALL SEC. DESIGN No. U404 NON BEARING WALL FIRE RATING -1 HR Exhibit B Revision Schedule Revision Revision Number Date Issued by [Ili od' if $ 4 11 V ag E :0b[ill! 11[1141s]F1!119emo!!6:fgs5s7ti9e X14 WW ° 1r:8'$ sa5ri:!liliig i�1uj; fig] Eat 110 INTERIOR REMODELING & ALTERATIONS FOR: H2O AUTO DETAIL & CAR WASH, INC. MATHEW EDUKUTHARAYIL 445S. RIVER RD., DES MARES. ES. IL 80015 FIRST FLOOR NEW PLAN CHRIS WINOGRADZKI ARCHITECTS, LTD 115 0414444441AVB., 9ml Palm, 460018 amen: chMlapl.recw.e com phala &743964114 lec 647.210.3593 Di; 01 SS Slits Scab: A4InScaled DraWRI: AGNES Cheek O.W. Job: 215025 Sheet 3.2 A4 15 Page 25 of 36 (EXLST. CEILING NO WORK) (EAST. CEILING NO WOFW) (ONsT. CEILING O WOR))) (EXIST.ORIIQNfl NO (EXIST. CELNO NO WORK) fENLNO IQNG (E10ST. CEILING NO WORK) (EXIST. CEILWG NO WORK) (EXIST. CEILING NO WORK) REMOVE EXIST. GYP. SD. CEILING (EXIST. CEILI NO WORK)O � � ,:FIRST FLOOR CEILING PLAN - DEMO 3.3 A/ 114" =1-0" (EXIST. LINO (E)0ST. CEILING NO WORK) REMOVE PART CF EXIST. CEILING JOISTS AT THIS AREA AS SHOWN. REMOVE EXIST. GYP. RI- CEILING REMOVE PMT OF EXIST. CEILING JOBTS AT THIS AREA AS SHOWN. (AG NO WORK) REMOVE EGET. OYP.SD. CEILING 7 " °••4:1 e 1 P•••• .• •• #.A IllyNitli•••••* S 4 41 e?•4 1 I IA f• .. :04 trk.4 1 +....4 410,4 07 •••••••••••••••••• 44:4 : (EXIST. WORK) G STORAGE (EXIST. CEILING NO WORK) STORAGE (MST. WORKCEL) FOYER (EXIST. GEEING NO WORK) VESTIBULE (EXIST. CELNG NO WORK) STORAGE (EXIST. CEILING NO WORK) CORRIDOR (EXIST. NG CORRIDOR ((EAST. COINS. NO WORK) STORAGE (EXIST. NO RM TOILET (EXIST. CEILING NO WORK) STORAGE (EXIST. CEILING NO WORK) STORAGE (EXIST.wow EXIST. CELNG NO WORIO CLO. (EXIST. CEILING NO WORK) f 1 1 LLQ DETAILING AREA 103 -- G INSTALL NEW SRI.YP. BD. CELNO INSTALL NEW S W GYP. ea. CE11115 ON EXIST. GELINO JOISTS ON 1X2 G 10. 0.C. FLAT FURRING PERPENDIDULA i LAID PUBLIC TOILET 102 STAIRCASE (EXIST.CELNG NO WORK) ( ~2 NTIRST FLOOR CEILING PLAN - NEW e, ',,3.3 A5i 114" )=1-0" Exhibit B 111 WAITING AREA INSTALL NEW °.R' GYP. TS. GEEING ON EXIST. GEEING JOISTS 101 ON EXIST. CEILING JOIST( y EXPOSED, ROUND DUCTWORK, SEE MECHANICAL PLM TAIRCASE 105 r L. PERSONAL GARAGE 104 (EXIST. CEILING NO WORK) Revlslan Schedule Revision Revision Number Date issued by 12f. i 1 g p ill o ilh gg d. .3q ac -ill 1_111 la.lkilli 102 IWIIMIIIS ,Taggs vi!,r" I u 1111111110 INTERIOR REMODELING &ALTERATIONS FOR: H2O AUTO DETAIL & CAR WASH, INC. MATHEW EDUKUTHARAYIL 440 S. W11ER RD.. DES PL INES, IL 50019 FIRST FLOOR CEILING PLANS CHRIS WINOGRADZKI ARCHITECTS, LTD 115 Oakwood Ave., Dee Reines. IL 55515 .nee: chrehoSn441DoeenhIoole.00m phone: 547-5.4114 too 517-219-9882 Dale: 0)11 2016 SCOW: 1/4 120' Dram: AGMS Check: D.W. Job: 218020 Sheet 3.3 A5 of 15 Page 26 of 36 Grade ~';EAST ELEVATION 4 A6 ;' 11e- ` 1'- (No wow() 7 2 `WEST ELEVATION 4 A6 ; 113" =1'-0" (NO WORK) (` 3 `,NORTH ELEVATION ' 4 A6 ilr = r•o INo WORK) E218T. ROOF -;t . [-- —1 ..x"' 1 `I i li 1s'-9' Firstpc 0' _0'_6" 'J 5 `ENLARGED TOILET PLAN 4A6 '112"=r41" CUT EXIST. ROOF AWNND CANOPY 6(TOILET ELEV. 1 - a 1.,4A62+/2'"=n0" FOR TIE NEW GARAGE DOOR INSTALLATION {SEE DETAIL 8 ON SHEET 5 A7) r 7 TOILET ELEV. 1 - b 4 AS lir -1W 1--- !ELY ROOFTOP IIN17 MST. ROOF 0(181'. SIDE ENTRY DOOR 4 `,SOUTH ELEVATION 4 AS , 114" 1•-0" Exhibit B EXIST. DRICK WALL r 4 rr 1 � .W7bro.,if'-.SY4 '0..Y EISST. STOREFRONT WINDOWS AND DDDR • 11. Roof 13' 10'-0' 6 ., - NEW ALUTA INSULATED O'IHD. ODOR INSTALLED ACCORDING 7O PEW TIFLOOR LEVEL Teff FLOOR PLNI FOR MORE INFO) CONC. RAMP ILCPE 1:E -- EXIST. SCE ENTRY DOOR — EXIST. ALUM. OVHD DOOR EXIST. CMU& BRIQ(WALL ..� t /. / / 'I .. First Floc RevlsWn Schedule Revision Revision issued Number Ode by l2I= t ip 12s 011 Will AE !Ai 1. biElg 4 it lid INTERIOR REMODELING & ALTERATIONS FOR: BLDG. ELEVATIONS & DETAILS Dela: Scale: 01 162016 As I doebd Drawn: Check AGNES aw. Jab; Sheet: 716026 4 A6 of 15 I2Y2OI11:01:01 PM Page 27 of 36 REMOVE PART OF EMT. CELrlG JOISTS AT THIS AREA (BEE CEILING DEMOLmON PLAN FOR NONE NFO)- -- 1 I 11=1 =1 1-11 i-11=1=111= i 1= I -I! III I I T IE CHI CRAWL SPACE 11 -FI 1=111=11=1—HI= I l l ! — If L BASEMENT 92 11—M-11 1--1 T— i 111 l'''1( tr i 11 11=111=1 1=111=11= 1=111=11=r1=1I1=11=11=111=11=111=11=1=1 1=11.+. ll—ll l —LJ 1-11= 11=1 11=1 11=1 —111=III=1 11= i —I T =W= I=11=1 11 111 1 1 111 11 1 —11I 11-11111 1 1-1 1—I I I—"! I -lir 11-1 1 1 I I- -ll l-1 - m=. t= 11= I I-11 I1 f I-1 1=111-1t1 mit i 11 I- - - -i11 =.1f-=-1-143777-7,--7-7-7-1 11 111; 1i 1111 1TI1I 11111 1 1 1, Toll Illl,iTl 1111 i1111111,T 111f„ 11111 i X11 1 11illl 1 ill II i11fi !1,11111 111( 1 `,BUILDING SECTION 1 1, 5 A7 /1114"= T4r �.1 D ETAILING AREA 103 1 BASEMENT 02 PROVIDE 7.8 SPRAY CLOSEO•CELL FOAM ROOF 1NRIM,TION (14€1- _ H -I + A - 13--94-j-1511. BoflCeailg First TJI 1111i)II(ITIIA 11 \\11'-1 [ I I l l r l l l!11 J I I l - 1 I 1 I BoNOMce Ce11 N 0. ▪ E I 1 1 1 1 1 I 1 1 1 gotlAper4nent I I II IIFFIIIII111111 II cera `l 1 I � €1[ 1I II141111111I8'-41!2" •' I II Ii 1 1 11'1E111 1 1111 111 1 1 1 1 1 1 1 1 1 1 II 11111111 1 1 1 11111 III 11 I I 1 1 1 )11111 { )11111 1J I 1 1 1 ew First Floor eL 0'-2' First F 0" �+: T O Foundation 'J 11= I I—I I—III=1 I=I I—I I--! I I I1 I --I I Lam' -0" 'S 11=11=-11=111=11=11=11=111=111=1=1 II -11=1 1111111-1 1-1 3l—� I I III I Ill—T-11711-1 1-11 I -111-111-177.2- 11=11=i 11_III 111.-1-11-1 1-111-111-1—=`I1=11�1 1 1=L= —I11I L—L—T== I =1TI-I I I -I 11= 11— 111 1 III Tr! 111 11—I 1—I T !-- T MTI 1.7,1 11 1=! I I1 1 1=1-h=111=-111=-- =I =I r III—!�- T I I I!—III _—I 11— -I I I I I I I I 1 I I 1 i 1 I I III—I 1 1111111 I—III--III— 1 1 1, II II 1 1 1 I 0 S A7 CONC. RAMP SLOPE 111 OVER COMPACTED GRANULAR RLL PROVIDE 788PRAY CLOSED -ELL FOAM ROOF INSULATION IR -49) DETAILING AREA. I 103 I I—II— 1 =1 1 1-11 I-111— 11-1 J-1 1—I I 11 11 I 111 1 Naar 13'-� Bot/Ceang First " / 11'-11• 11 / / / New First Floor r -r f' Fust Floor V O '-0' =I 1=T I i=1 11=1 I ! —{ W19«12 1 1- I W12X1B 1 1 %,T.O.Fou are n d III l 1IT=1T Ppe� Relu BTL. XS. BABEENT I1 — I -111—I � I=1 � . � '� -`I i f-\ -0 e° 4 -111—J11-111-11 :._ ; P 1�RTB 1—I I—I! I—I I I-1 yrr — b b SU. COL. 11117 -1 I 1-1 I—II 1=11=1 I =TI-Ti-T!ITirI II T 1f -' ITiT. I—i I MIII-11M 1M I L 11_I r TI I 171 T��I 1::-.1 1— 111- Basement -I l 1=1 —1 1 I = _=111-= = 11111_=i ' '' '_� I I I I—I IT— i 1 I i1 -n 11-111-111-1H-1 1 =1 ir11 1111 111; 11f1 7111/11111 11111111111 11 Ii111 1111111111 ')BUILDING SECTION 2 1,\5 A7) 114"' v4' Nark* eK sN,s gAliiR-rTNW1 YWIWNIiYMMAW&NSY)`1TS b WAITING AREA 11011 9112 J 1 WISX40 I — PROVIDE 7.5- SPRAY CLOSED -CELL FOAM ROOF INSULATON (R40) DETAILING AREA 1 103 CRAWL SPACE I1 1 V 1 111 11 1I III 111 k III I ll f l i n k ill 11111—I 1i i 1 —i i —111— i l— 1 I—III I i 1I I!—1 l l i I—I 1—f h i t 4 ',BUILDING SECTION 3 (,1 5 /4 7 J 114" c I -0" Roof 13-9'`.1 Bo&Office Ceiling IL New First Floor Cc, 0' _2 tI First Floor at 0'-0' \.O.Foundabo" Il 0-Y V Grade LL -0'-8" ill -10— /1171O [7;f< x111AP1 - CLIT Bot/Apartment CIONOP €T.ROOFAWNING C�ain � GANDPYFOR THE NEW - IMI - - $'-41f2"� INS AGEDOOR ANDREVIEW AND RENEW Ae SHOWN NEW SOFFIT LINE NEW ALLM.INRuuTED GVHD DOOR INSTALLED ACCORDING TO NEW TIFLOCIR LEVEL (SEE FLOOR PLN FOR MORE INFO( ALUMINUM SOFFIT Wl2•916•VENTS ON 214.902 Ur O.C. BUILDING SECTION 2 - Callout 1 5 A7 1" -1'-0" NEW WISMO BTL. BEAM TOP 8!L PLATE 1R'srs1rITYP.) (2) Bf4' A925 ANCHOR BOLTS S VT STD. STI. COL (TVP-) (2) SR•AS25 ANCHOR BOLTS 5 '\COLUMN TOP PLATES ANCORING 1\5 AT 314"=1'0" EXIST. SP CO NC. FON. WALL RASE BTL PLATE R4'0 F1112(fYP.) (2) Mr DIA. s S. Le EXP.ANCHORBOLTS FILL VOID WITH EPDXY DROUT. (2)56• DIA x B- LO EXP. ANCHOR BOLTS FILL VOID WITH EPDXY GROUT. 7-6- \COLUMN BASE PLATES ANCORING \ 5A7)314".". Exhibit B Reoluion Schedule Revision Revision Issued Number Date by Etgfi i R It tit 'fi IhjlhiIIlll !NM IPM EN/pAr B Px gL ei INTERIOR REMODELING & ALTERATIONS FOR: BUILDING SECTIONS E E U trz Date: Scala: D1 1R 2010 AsixlNeled Drawn: Check: ACNES C.W. Job: Sheet: of 21E920 5 A7 15 a Page 28 of 36 Plun9lns Moro CWA WumbIniWorkshent B3S6ng Propose Total* of WSFU/ Total FOAms Fdtures 1521350 FOWre 'MEL/ TotalW5F11 She Meter We WalrEloort 1 1 2 3 Mawr 1 1 2 1 Bathtub 0 0 0 2 Shower 5411 0 D 0 1 Mohan MIX 0 0 0 2 IBontlryTrroy 1 1 2 3 DYmwNrrr 0 0 0 1 Ieurmy Alerhne 0 1 1 2 SII Cock (FPlml 0 2 1 5 Urinal 0 0 0 2 Twill NunberofHawn a EXIST. TOILET. LAV 23 PUBLIC TOILET TOILET TOILET LAY. EXIST EMIT 11 MATEVALVE Ean RE PRESSURE B T PER LOCAL PLUTABNO CODEyy 515 DM .1.1,':,1'14A. NEW WATERVILE TO GAL. HOT WATER HEATER SUPPLY LINE DIAGRAM NO SCALE ALL SUPPLY LINES TO BE COFFER PROVIDE AIR CHARMERS AT ALL FIXTURES SUPPLY LINE DIAGRAM Exhibit B BASEMENT 12 10 3/4" 314' 12 3/4" 3/4" 14 3/4' 3/4" 16 3/4" 3R" 20 1" 5/4" 2S 1• 3/4 30 1^ 1^ 35 11(4' 1^ 40 11/4" 1" 45 1114" 1" So 11/4' 1" 60 11/2" 11)2• 74 11/2' 1115' W 11/2" 11)2' OETAUJNLI AREA WM. 11 GRAY BOX la' et. 1W, NBC I H&C 3N4"C 004'C 314 H LAUNDRY SNN NONFRIB•lE HOBE BBB BIF.HH.)_ 1!2'C 1R'C NOTE 2l0' AIR CHAMBERS ® ALL RISERS 9 2-0' AR F V CHAMBERSALL RISERS B SHOWER. SHUT-OFF VALVES FIXTURES WATER PIPING: TY 'k•INDERGROUND TYPO." ABOVE GROUND TEMP. PFIE86. RELIEFVALVE WATER HEATER PIPE TO WRHM 10'OF AMOR DRAIN SOL WABIE A VENT PPNG ABOVE GROUND TO BE PJC. BELOW GROUND TO BE CAST RON NON -FREEZE HO&E OBB FIRST FLOOR IN_F.FLB.1 - — - — BASEMENT 425 VENT THRU ROOF 31.TR.) E EIIS1 Tr OIT E FE E ' r�--II E L.W. TOILET I f� 410 VENTTFRU ROOF(V.TR.) 4'T I PUBUC T01LBT CETAILIN04REA 2'�r -FT-'-2-.Fr'-24,n, 2 q. 2' 2. 1 OILET LAV LAL44001 �SIfNjK ORAY00x WM.0 I I I FO F.0 F.D E E E1L EJECTOR PUMP 00NFECT TO EXOT. SANITARY LINE (4' C.I.) SANITARY DIAGRAM SANITARY LINE 01AORAAS 2 NO SCALE ALL WASTE AND VENT LINES ABOVE GRACE TO BE PJC ALL WASTE LINES BELOW ORAEE TO BE CAST IRON ED FIRST FLOOR CA BASEMENT Revls100 Schedule Revision Revision Number Data Issued by 1 04-18-2012 CW IT 1 III 12 El I h 0.111 !all= 'IPI!00 19111 11141 // E4 Eielsa DPI 18 4 1 s p15 4111 el m INTERIOR REMODELING &ALTERATIONS FOR: H2O AUTO DETAIL & CAR WASH, INC. MATHEW EDUKUTHARAYIL 4455. RNER RD., DES PtAINES, L 90016 DIAGRAMS CHRIS WINOGRADZKI ARCHITECTS, LTD 115 °Rl ld AID.. 4» PAJ101,11. BOOM o-:847ch 4114r®cw.ncM5�can phone: 8476BBi114 fax 647-21143983 Dole: 01192016 Scale: 7N'=1'-0' 085505: AGNES Check: C.W. Job: 215045 Sheet 6 A8 of 15 Page 29 of 36 088TN0 W5X10 .1 ego in -. 826 1 N\ BASEMENT FRAMING PLAN 7S1+!a =v -o- 41, 1r-10 NEW 31/T DN. NEW STL. COL. W121(18 N 12, 11 112= NEW r 2BTL12 DIA. COL. NEW 1Z- 10' NEW made j wLane 11'-4 m aI NEW NEW I BTL OOL 3 VT DIA. 7117 DIA. LS BTL. C-. NEW I W10102 0 L1 NEW F W16612 NEW a 1/2.0(A. BTL. COL. NEW W10X12 Ai8801055LDATA: 141.1.110.3.31.1n e000pa S 0.130LOe0Pa 2912: 10.100 Pe 2x10:b.1edIPP5 Po zz0: BI 29e F9=1.110 PO 2r NICRIP AII- PREP SSENe R0T MP6 mow0MILLOI 0 0.11 100,0.50A000 Pel f➢.2W0 FN 91.39 PR DESIGN LOADS: DWELLNO WITS OR SLEEPING RCCRIS LIVE -40 SMF DEAD -10 NSF PUNS ROOMS LIVE -1008185 DEAD -10 NSF PUBLIO 8TAN8 LNE-100 NSF DEAD- 108181 MERCANTILE 181178 - NNDLEEALE ROOF STdRAOE L IVE-125S/8F DEAD -10918E LIVE -70858F L EAD- 1019SF LSE -128 SSE DEAD- 10 NSF PORCHES. DEC/03, BALCONIES LIVE- 100193F DEAD- 108/80 GARAGE LP/E- 50103F DEAD - 1008F I: / / / / / / / / i NEW P1002-108TD 0 W18X40 NEW pe3-1/28TD, STL COL Exhibit B 2 FIRST FLOOR FRAMING PLAN / 11c.1W' EXIT. Sit COL. Ir MIST. BR. COL. _o 0 g® - w gr e-8tre _ 76-0- _ 8-1044. • NEW 1 (2112(4011 1/4 1 Revision Schedule Revlsfort Revfeln Ieeued Number Dere by INTERIOR REMODELING & ALTERATIONS FOR: Dale: Scale: 0110201E 114•= V -F1 Drawn: AGNES Check 0.W. Job: 2160120 Sheet 7 S1 of 15 Page 30 of 36 ELECTRICAL GENERAL NOTES 1. FI FC7111001 CONTRACTOR .HAI l CARFF01I Y FYAMINF THF 0ONTRACT DRAWINGS AND SPFCIFI(:ATI(INS AND FUIIY 1NFORM HIMSFEF AS TO All CONDITIONS AND MATTERS THAT CAN IN ANY WAY AFFECT 1HF WORK OR THF COST THFRF00. SHOUT D THF C, ONTRAC TOR FIND DISC RFPANC IFS IN, OR OMISSIONS FROM THF DRAWINGS, SPFCIFICATIONS OR OTHFR DOCUMENTS. OR RF IN OOURT AS TC THFIR MEANING, NOTIFY THF FNCINFFR A7 000 F. IN WRITING CF ANY DISC RFPANCIFS RFTWFFN 001011N0 CONDITIONS AND NPN WORK. URTAIN () AHTICARDR PRIOR TO SUR HITTING ANY RID. 1A(K 00 NOTIFICATION 5HA11 911 WTFRPRFTFD TO (ND0 ATF NO DISC RFPANC IFS OR CONFIICTS F0IST, AODITIONAI COMPFNSATION W111 NOT RF GRANTED AFTER AWARD CF CONTRACT FOR ANY WORK RFQUIRF11 TO 0 OMP1Y WITH THFSF RFOUIRFMFNTS. • FURNISH AND INSTAL 1 All 1ARCA. MATERIAL, TOOTS, FQU10M1N7 AND APPURTFNANCFS FOR A COM1,1FTF FI FCTRICAI SYSTEM. WFi11RF 1HFRF 10 NG MFN110N OF THF R4SPONS91 F 1401410 FOR A SPECIFIC ITEM TO BF FURNISHF). INSTAL I FO OR 011401) ON THF FI FCTRICAI DRAWINGS. THF 0ON1RACTGR 44TH RF RFSPONSIBIF COMPIFTFIY FOR A C0MPIFTF ANO OPFRAJINO 5050111 FOR THIS ITEM. S. ANY MFNT1014 OF A SPFCIFIC '.01 TACE ON THF 1110(TRICAI DRAWINGS 0HA1 NOT 101IFVF 11 -EF 0111)0014511111 RY OF THF FI FCTRICAI CONTRACTOR TO 000100 THF 0017AGF PRIOR 70 PURCHASING OR ROUGH IN WORK- THF CONTRACTOR :NA1I SUBMIT A 11017AGF COORDINATION FORM TO All PA071E1 FURNISHING FQUIPMFNT FOR VFRIFICATION. ' VERIFY A11 OUT( FT MOUNTING HF101-FTT. ARRANCFMFNTS, AND LOCATIONS PRIOR TO ROUGH. ANY MENTION OF A SPFC11111 MOUNTING ARRANGFMFNT, HFICHT, OR LOCATION SHAH NOT RFI1VF 11H15 CONTRACTOR OF THF 10SP01151011 ITT. TO VFRIFY 11-1F SPECIFIC. RFQUIRFMFNT WITH FQUIPMFNT FURNISHFD OP 714F OTHFR TRADES IN THF SAMF AREA NO 010111000 TO THF CONTACT SUM Wil 1 RF PFRMITTFD FOR OUTI 07 IN WRONG 1 °CATIONS. IN CONFLICT wRH OTHER WO00. FTC. THF OWNER RFSFRVFS THF RIGHT TO RFIOCATF ANY OF51CF 10' 0" PRIOR TO ROUGH 114 WITH ANY MD1110NA1 CHANGES AY TH15 CONTRACTOR. THIS CONTRACTOR SHALL FU11Y COORDINATE 01 00101)101 WORK WITH THF INSTAL 1 ATION OF A4 L OTHER TRADFS, AND MAKE THF NFC F0SARY FIR ADJUSTMFNTS AS RFQUIRFO TO AC C01M0OA7F THF FIFCTRIC AI INSTAL I ATION. N1 OF THF AR 0.0F SHAH 911 (NCI UOFO IN THF 5COPF OF W0RK AT N0 MOITIONAI 000T TO THF OWNER. 7. 441 INSTRUMFNTS, APP:RATUS, AND FQUIPMFNT SH43 I RF T !AFCIFSTFDHA AND PROM) C R.1 FIFO DFFFOT AND MFCHANICAIIY CORRECT WITHOUT TFFF 1101 THF Ti 500010.11 SYSTEM SHAH RF TFSTFD FOR GROUNDS OR SHORTS. 1 THF TROURIF IS WITHIN THF CIRC R AIRING U All SNORTED 014 GROUNDED WIRES SHAH 911 uiPI FNIT AND RF 7F570RATuS - All MFM 4 CARL FS, TFSTT FM OR FURNIST10 0090 P0AR'I FOR MAKING 014 TESTS SHAH q F FURNISHFD AND PR(7VIDFD qY 111E (ONIRMTOR. THF FNCINFFR 1140 1.43,011 PFRI0510 VISTS TO THF JOR SITE TO CO SFRYF THF PROCRFSS OF THF WORK, AND TO VFRIFY COMPIIANCF WITH THF CONTRACT DOCUMENTS. THIS 11010 1107 IN ANY WAY MEAN 11-1A1 THF FNC1NFFR 15 A GUARANTOR OF THF CONTRACTOR'S WORK, OR RFSPONSIRIF FOR SAFE70 114 014 0R ABOUT THF 10R SITE, IN C11NTR01 OF THF 0AFETY OR ADFOUACY OF ANY SHIPMENT, RLill DING, SCAFFOI DINO, FORMS, OR OTHER WORK AIDS. 014 FOR SUPFRIN7FNOING, DIRF0,11014, 01 nN D/° 111 r, HAVIN0 0HARCF AT THF FRF TI AND/OR - F CONSTRUCTION OF THF WORK UPON COMPIF10N OF THF WORK. RFVIFW AND CHFCN THF FN1115F PORTION OF WORK. CI FAN FOUIPMFNT AND OEVIC FS. RI1.10VF SURF! US MA7114141 AND RUFIRISH FROM THF OWNFR'S PROPFRTY, 1 FAVING THF WORK IN A NFAT AND 01 FAN ORDER ANF) IN COMP!FTF WORKING C °NOTION. 71 -IF CONTRACTOR 01-44,1 I RF RFSPONSIRI F FOR RFM(WA OF ANY CARTONS DFRRIS FTC-. FOR F4 UIPMFNT • INSTAL I FD BY THF CONTRACTOR, OR FURNISHFD 140 OWNER. 1HF CONTRAG,TORS RFSPONSIRIF FOR SC1FDUI LNG Pr! WFRY, RPI AC 1, ,UNI OARING, UN(R0TING, STORING. SETTING IN PTIIVFT, AND PROTFATHFC 00 FROM NATRUC 411 DA115M, THEFT OR WFATHFR DURING CONSTRUCTION 711 I' 044 FO4IPKIFNT FVR7BY THF CONTRACTOR. 71-110SH I5 AH ALSO APPLY TO0 ITE ITEMS FURNISHFD AY THF OONTR 70 THF HFC T0CAI CONTRACTOR, THF CON1R07 C 514111 C0007INATE THF ABOVE TO MF FT THF PRC1014. S COMP(FTION DATES AS FSTAR1141FO AY THF e . OWNER. PRO -00F TEMPORARY 000FR FOR HAND TO010 AND CONSTRUCTION LIGHTING PFR 1ATF0T OSHA STANDARDS AND INCLUDE A11 COST0 IN THF 0001 HID. THF f, ONTRAC:TOR SHAH FSTA91ISH SAFE WORKING PROCFDURFS FOR 71.1F PROl1C71RN 01 THF WORKMEN IN All PHA5F5 OF WORK. COMPI YIN( WITH THF APPI !CAR 1F 10 PROVISIONS OF All CITY. 5TATF. AND 1FOFRA1 SFFFM I AWS (00HA) GUARANTFF A11 WORK AND MATFRIAI S FOR A 11110(11 CIF 11. ONF Fa YEAR AFTER FINA1 ACC FPTANCF IA THF ARCHITFCT AND OWNER GR RFNFFICIAI OCCUPANCY. FVRN150 MARKFO uP RIIIF111100 10 THF ARCHITFCT S HOWING AS RLEI T CONDITIONS RFFORF FINAL PARAFNT WII1 RF ISSUED. THF MARKED UP HL UF11NF5 SHAH 510010MMATL(AI lY INDICATE THF INSTAL IF1I CONDITION FOR All WORK. 02 TNF 111 FCTRICAI INSTAL IAT10N 15 147 RF IN STRICT ACC ORDANC11 WITH THF APPI 10001F RUIF0 AND RF1101 ATIONS OF THF 10CA1, 0TATE AND FEDERA1 FIR -RICA! 001105 ANTI THF 10(41 UTIL 115 (OMPAN1 RFOUIRFMFNTS ('C DAFFY). AND ANY 0TH11R AUTHORITIES HAVING !NADA ,IURISDICTION, 18,.5!1 FQUIPMFNT/OFVIC FS S1H411 RF NFW AND OF FIRST Q UALITY, AND 511411 AFAR THF APPROPRIATE UI OR CSA APPR(NFD 1AR F10 FOR THF SPFC11110 PURPOSE. All MATFRIAI 0 SHAH CONFORM TO THF RFQUIRTMFNTS OF THF CHICAGO 111FC,TRICAI GOOF. 14. A11 911111 AND CAR111 54-1411 Fl F 0OPPER. 600 VOLT INS11 ATION WITH RATING AS F011 OHS: 71-1-11/4' BRANCH CIR( U11 41141140 9A00F FINISHFD 01 DORS NOT OUR JF01 TO M010TURF "THAN" RRANCH f.IRC UIT WIRING IN OR RF10117 C ONC FIFTY XEIHW' HOOKS OR SURJ10T 70 MOISTURE '15F RHA" UNDERGROUND WIRING 15. NO ROMFK OR R% 14I11 BF PFRMITTFD. 19. All AIRES SHAH 1F IN5TA1I FD IN FIAT CONDUIT UNI 050 OTHFRWISF NOTED. MINIMUM 517F SHAH RF FOR ARANCH CIRCUIT WIRING. All THIN WAIL FITT1NGS SHAH RF 011 THF COMPRF5,4,111 TYPF 011011 POS1TNF GROUND 17 CONNECTION. All UNDFRG1OUND OR ANY CONGA- F%POSFD TO THF WFATHFR 5HAI1 911 RIGID CAI VANI7FD STF111 CONDUIT W171-1 100540FD TYPF 1707JNFCTGR5. 1d 1101A)1 970 OF CONDUIT 0011 FD FOR ON ORAW1NG5 AND AS SC HFOUl F1) ARCNF AND 1)0 NOT RFDUCF 970 OF f.0NDUIT TO 11011' AIRF FII I 00040111. 19. NO CONDUITS 511411 RF ROUTED THROUGH HVA( AIR 7D. DUCTS. THF DRAWINGS MAY NOT SHOW COMP1 FTF OR ACCURATE DFT4)15 OF THF RUII DING 114 FIERY RFSPFCT. F%ACT ICCM-1DRR AND RF1A710145 ARF TO 111 11FTFRMINFD IN 71-iF FIFI D AND 5HAI I RF 70 71 -IF SATISFACTION OF THF ARCHITFCT. THF CONTRACTOR SHAH RF RFSPONSIRIF 21. FOR VFRIFICAYION OF AIL FIFI ° MFASURFMF11115 NO H01115 OR I0FCFSSF0 MAY 01 CUT 114 WAITS, 11 ooRS, 171411115)0 CR ANY PART OF THF 001111114)1 TO ADMIT CONDUIT OR OTHER WORK OF THIS CONTRACT WITHOUT PRIOR SUR MISSION 70 AND RFVIFW AND OFPROVAI RY THF ARC HUFCT, WORK 044411 RF PFRFORMFD RV THF COMPFTFNT MFC HANIC 501111111 IN HIS FIFI D IN A NEAT AND WORKMAN( IKF MANNER- THF 100RT10N5 CUT MUST RF RFSTORFD TO THF ORIGINAL CONDITION AT 71 -IF F0PFNSF OF TFIF CONTRACTOR - THIS CONTRACTOR 91411 1110(0011 All COST FOR All C UTTINC ANO PATCHING RF001RFMFN10 22. FOR THIS CONTRACT NOCONDUIT SHAT I 911 SUPPORTFD 10011 HVAC AIR .n DUCTS OR PIPFS, NO WIRE WAY OR TROUGHS ARF PFRMITTFD UNI F05 INDICA7ED 014 THF FIFCTRICAI DRAWINGS FOR A SPECIFIC U 011. FI FCTRI0AI CONTRACTOR SHA11 FURNISH AND 84. 1N5TA11 PROPFRIY 517E JUNCTION OR PUI1 ROK70 WHFRF RFDU11FD. Ail 5USPFNDFD CONDUITS 511411 AF 414711)!0 SUPPORTFI) 11ROM THF RUII DING STRUCTURE BY MEANS OF APPROVFO C0NDU17 HANGERS OR (I AMPS FIRM( Y ANC H0RF0 IN PI ACF AND SPACED AT 1NTFRV4S NOT TO FXCFFD 10' 0". All FXPOSFD CONDUIT SHAH RF RACKED AND RUN PARA11111 OR PFRPFNOICUI AR TO WAIIS AND STRUCTURAI MFMR FRS WITH 0O' ANDS WHFRF RFDUIRF). P 1111 AND ,(UNCTION 001(110 54411 RF HFI1 70 A MINIMUM. THF CONTRACTOR 511411 RF RFSPONSIR1 F FOR PRM'1111140 All RODS ANG FS RA110RRACF PI ATFS 01 ATFORMS, STRUTS, FTC., RF01.11R00 FOR 0USPENSION OR SUPPORT CF CM/Rua ANO FQUI0610NT AND A11 STRAPS. 04 AMPS, THRFADFD RODS, TURNBuC KI FS, ANCHORS. FTC. AND MSC FI1 ANFOUS SPF(1AI TIES FOR THF ATTACHMENT OF HANGERS AND SUPPORTS TO 11 -IF STRUCTURE. All C0N0UIT FASTENERS, STRAPS, SUPPORTS, FTC„ MUST RF 90(1 014 GA1 VANI7F1-7 STFF1 ON FXP0SFD 0 ONSTRUCTION. 'CADDY TYPF CI IPS 91111 BF PFRMITTFD IN MFTA1 STUD W0115 AND ARCN11 005PFN11111 0F1111400- 05 All OF THF AR OVF !VMS SHAH RF 115TFD FOR THE1R 5PF(11110 U5F- PROVIDE All 51 FFVFS THR0001-1 AM 1 S ANO CORING 2d THROUGH F1 OOR5. WFATHFRPROOF All PFNFTRATIONS 71-11E0I403 FDUNDATDN AND FXTFRIOR 444115 CONTRACTOR SHAH RF RF0PON0441 F FOR PROVIDING ANY 27. SPFC1A1 DRAWINGS RFDUIRFD FIT THF 0,114 FOR PERMIT O R RFVIFW THF CONTRACTOR IS RFSP0N5114111 FOR OBTAINING, RFDUIRFD PERM1T0, PAYING FEES, TFS71NG, INSPECTION AND APPRO./AI RN' OFF1(IA] 0. LIGHTING FIXTURE SCHEDULE ELECTRICAL LEGEND DF5CR101101N 1-1 11GHTING H1TJR11 TOTSMOUNTING ...,..r.,, 0 O J HALF SHADFD 110HTING HYIURFS DFNO11 UNSWITC HFD FMFRGFNCY/NIGHT ilaiRING 010. Y FMFRCFNCY RATTFR'I PAC U74111 WITH HGHT HFAOS 1'04' WRAPAROUND FIU0RFS(:FN7 11(94) FIXTURF WITH 1111141RON10 BAH ASTPENDANT E. FMFRCFNCY DIRFCTIONAI F 51 i 10FIT WITH RATTFRY 04041 UP 03700 $744, 01401 F POI F 10001 F 5441101. 15 OR 704 AS RFDUIRFD 170". MOUNTING HEIGHT = 7' 6' A.F.F. '11 INDICATES 51.5NC H1NG CON1001. 3' THREE WAY, DESCRIPTION itk OUPIFM RFCFPTACIF 70A, 170v, 7P, 314 0.15. NEMA 5 70R. MOUNTING HEIGHT = 1' 6' A.F.F. A5 RFDUIRFD PFR %MA; RYOWNER ® COUR(NATION POWFR/COMMUNICATION PFD45TAI 111 OOR OUT( FT 57 G RRANCH C1RO UIT PANFI ROAR() C -__ F11011111 DISCONNECT .SWITCH " A" INFp047F5 FUSF RATING (AMPS) 7 0 MOTOR CONNECTION 44444 ❑ D15GONNFCT SWITCH 1FD TYPF F%IT SIGN, M❑ FI FCTRIC SFRNCF MFTF0 1ED 5 1J1117)/0100A1CI FARCTTOm M DOOR SF NOTE0 RFI Ow WP wFA7HFRPROOF 9Y OWNER, GF1 GROUND 10010 INTFRRIJPTFF. 1� LIGHTING FIXTURE SCHEDULE TAC DF5CR101101N MANUFACTURER AND CAIAIOGIJF NIIRIR,FR LAMPS TOTSMOUNTING ...,..r.,, U0 700A REMARKS WIDTH 70" 010. TYPE A 1'04' WRAPAROUND FIU0RFS(:FN7 11(94) FIXTURF WITH 1111141RON10 BAH ASTPENDANT Ay OWNER. 7 03700 64 SURFACE/ DESCRIPTION R ROUND OOWNI 1GHT WITH 0I FAR A17AK REF1 FCTOR- RYOWNER 7 3611-71 57 RFC, ESSED C 00FR 141014O4 STRIP 1I014T FIKTURF. R4 OWNER- 7 1491 PI 79 44444 ® 1FD TYPF F%IT SIGN, 00 OWNER_ 4 1ED 5 1J1117)/0100A1CI FARCTTOm M DOOR SF NOTE0 RFI Ow 4,4 WAIGHT IL MHT'EADDS,- FMFRCFNCY AATTFRY PACK UNIT WFTH L 9Y OWNER, 7 SOW 174 Fl 1� UNI4FR5AI SF1 NOTES RFI OW' NOTES ' lFxi) /FMFR0HICY HKTURF51 1. AT1 STANDARD FMFRCFNCY 11(3470 511411 AF CONSTRUCTED OF 01050 AND MFTAI 1147 MATFR141 0 AND WITH 7 HOUR RATTIRY 11400 UP. (TO RF APPRO./FT) RY 111041 A0.4001511 7, All FAIT 510N0 SHAH RF 1Fr) FIXTURFS CONSTRUCTFD WITH A MFTAI LIC (40100 AND PI ASTIC 1FN5 OR TOUR AND WHH 7 HOUR DATTFRY RACK UP, (TO RF APPROVED By 1OCM AUTHORITY) PANF1 MAIN CIRC. MAIN 1 NO. OF GROUND MTG RFC..FSSFin 401 PAN11 10 FAST (110101104 TC RF RF1140ATFD) TAGF 170/2407,1. ,3W 915105. 1ODATION IN THF DF7911 LNG HFIGHT U0 700A S17F SFF SING F 1INF DIAGRAM WIDTH 70" COTS 79 FEEDER DFPTH 6' 9AR 1115 S11RVFD FROM DP 1' VM TRANSFORMER 411.0. 10,000 OCT AMP DFS( RIPTION KWATIS KWAlTS DESCRIPTION AMP CCT 1 74 FKIT AND EMERGENCY I IGJHTING 0 4 1 7 RFCFPTAGIF 5 n 2 , Hf,HT1Nf,- 1` RFC FPTAF.i F0 711 4 5 70 - F IICHTINf: FXT R10R 1.7 1.J I Rro FPTAC,I F7, ., 70 R 7 70 GARAGE DOOR 00FNFR ---•`` 12 I 15 RFC14110 404 (:I OTHFS WASHER 711 R R 11 J5 2/ (NEW) ..A I 4 f 1 5 ` RF0)410 IFS - CI OTHFS DRYER JO 111 74 I 1,7 RFTFPTACIFS 20 12 13 ]O SPARE - 1.7 RFC FPIpf.I FS 70 14 15 70 5PARF - 1.0 POWER-VFNT5 70 16 0 SPARE 1 7 0.140411E DOOR OPENER 70 IA 19 70 SPARE ` ` SPPRF 70 72 71 7 D 5PARE - SPARE 711 72 73 JO SPARE ` ` - 5PA1F 74 75 5PAC11 - I -` SPACE 76 7] 074.0r - f - SPACE 76 ram 0440-7-75 / PHASE IOU KWAT15 THI0 PANF1 107 9.7 767.SALOP (00101101F O) 19.9 wP 01111* N1An SFRVIIIF CROP {Fk1511xL1 CRAW' LIGHTING FIkT11RF SC HMI 11F 110105, 1- CONTRACTOR TO 011(1012-114.0F WITH ARC HIIF(T FOR Al l CFVIIING TYPES REFORF PVRCHASING 1111111 H%TURFS. 7. CONTRACTOR TO COORDINA7F WITH AR014I1-F0T AND OWNER FOR FIxTURF TYPES, 004 OR. FINISH, I AMPS, FTC. 3. 411 LIGHT 1110TURF5 ARF 170 VUI TS. 0.14.0. 440105 - (FMR/FMFRC.FNICY 151001110) 1- 041 FMFRCFNCY WIRIN0 TO RF IN SFPARATF RAC FWAY 015101.4 1NOFPFNDFNT CIF OTHER IOM CIRCUITS. 1 FI v/PP 32.4 TP v 7 441141755 Roof -I (Ml0xcx 1 S FR4nt ▪ 1FR 14110 (1 1 (FM1Rr1xr,) A1C 3,'4t 1x1144 • IxrrRcrPl. PROM111r J ROK, FxrDill Ain RFRRNIi TO N" 10041104 4000/14 79045/40044," )P cixlrR•(rMlsrinrl mow RNs?F 1Pr4sr 44415T001 100AS/▪ 1 ,.30 'IP R' (100511x0..) /7 1 1/Pc (ruSTINC1 151. FIn0R /sonlucu 1104 (FMl5n494 3 /1 1x0)1 /910. 0 059 MOW /1/-70000 1'1 0,150) WIN n 51x14 nnN PA.! ROAM, FIV T. (FYSTINc,,x 7412,J ,1 0LA1r N1] •1P 0114(1 x 14714114(0 10 1414(414. 11'1"11x6 Iw 7 A. Om 1410.0x) �fkkrn Fxlsnxr. In RF AFI u�ATrn. MR FXSTINL RF1 LC ATM AT x1014 Ia 111100 IIIIIr MN MNSTINL 10 RF woriTTn A5 RFOIARFR. R Fkn71xL TO RF AFUPWn AI I WORK SHOWN 15. NFW U N 0 CONTRACTOR TO VFRIFY AND COORDINATF IN THF FIFI D FOR THE FXISTING IIGHTS DFVICFF FOLIIPPFNI Tr WHICH ARF TO PFMAI4( S('}4{A11 RF PROPF'I Y T2 RESPECTIVE PANELS AS RF0111RFD FF PIANS FOR All C1RC(JIT CONNECTIONS RFIISE THF == 0E1p RP11 1 hATFODC RC'l)T DIRFCTORY IN THE�ANELSF THF Revision Schedule Revision Revblon Issued Number Date lry INTERIOR REMODELING & ALTERATIONS FOR: P Date: Scale: 01 15 2915 1N"=110" DreWll: Check 013140( C.W. Job: Sheet of 215025 8"1 El 15 Exhibit B Page 31 of 36 WO WORK) (No WORN) DAO WORK) 11— (NO WORK) Ci J3 FCTIT(CAI 2FLIOLITIDN LEGEND • X- COSTING TO REMAIN. XM - COSTING TO DE MODIFIED AS REQUIRED. XC- EXISTING TO RE REMOVED AND JUNCTION ROXIRACKROX TO BE CAPPED. XRR-ENBTING TO BE DISCONNECTED AND REMOVED FOR RELOCATION. XR- DUSTING TO BE RELOCATED AND RECONNECTED AT NEW LOCATION. R- EXISTING TO DE REMOVED ENTIRELY AS REQUIRED. ( 1 '1IFIRST FLOOR ELECTRICAL DEMOLITION PLAN '$ 1/4•=1-r 50 EIBTeD 5 EXIST 51 EXIST AZI i EXBi 1 50 Sn EXIST �{ S f R II 11 LR Jf EXT. ELECTRICAL PANEL IP -CENTER' RVowrRK) f R JI DN XM YYXM xC xc Q D XC FLOOR RECEPTACLES � FLOOR RECEPTACLES ON R EXIST. ELECTRICAL CONDUITS R x EXIST. ELECTRICAL METER EXIST. ELECTRICAL SERVICE DISC. EXIST_ELECTRICAL PANEL DP -1' X (N0 WORK) ELECTRICALF-7 EAST TO BE TED Y I Jl/ 1 EXIST. PAIS. TP -EAST .'ate f.4Rr4.0 110914. 1700, xe,a. 5F cse3,1;tVAA ASt v �k A�f{t�'1" �xY7'�'i'�7C' .12 'n 12 H.B.., 12 ELECTRICAL DEMOLITION NOTES' 1. ALL EXISTING DEVICES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ANS COORDINATE THEEISSTNG CONDITONS IN THE FELD AS REQUIRED. 2. ALL RECEPTACLES, WORTS NID LENT IMMTC1IES N THE REMODELING AREA TO BE REMOVED, UN.O. I. RENKWE ALL UMISANI. E EAOK BOXES. JUNCTION BOXES. P.IRES. CONDUITS, ETC.. 4. KEEP ALL OTHER AREAS OPERATIONAL. BRD3EILIODIFY)E1(TEND THE EXISTING RANO, PROVIDE NEW AS REQUITED. IL EXISTING PANEL IP -EAST TO BE DISCONNECTED AND REMOVED FOR RELOCATION. MAIN FEEDER TO BE INTERCEPTED AT THE CEILING AND JUNCTION BOX TO BE PROVIDED FOR FUME RECONNECTION. FEEDER WIRES TO BE CAPPED AND CORED FOR FUTURE EXTENSION AS REQUIRED. S. ALL DAMAGED AND LN OPERATIONAL ORCUIT BREAKERS TO RE REMOVED, Wrar:o+Naxoa47k7Pf7 `Ct 9 ;ii1 Via, I qOr,4`'4'a30'i!nD-"X`YSi'.I`S:'.7( En414.7 4 ..71iCi t -.A STORAGE (NO WORK) STORAGE (NOwcoK) 401HlangaiMINVMM.. 4.411# 05114, FOYER «40 WORK) VESTIBULE (NO WORK) STORAGE (NO WORD CORRIDOR CORRIDOR (NO 010 K) 440 welch t TOILET,'�.� (NO WORKS STORAGE (NOWORX) STORAGE (NO WORK) 6 22 22 BSc 16fk-VENT THRU ROCUi151 EXIST. ELECTRICAL PANEL 'LP -CENTER' x h A VENT TIRO ROOF L� 16 22 c lTrs flitch ea) 1 I 1 STORAGE'S (00 WORK) CLO. (NO WORN) 1 5n maim ss ROOF SOFFrTLNE �``�• OI, (2 ,FIRST FLOOR ELECTRICAL PLAN \.ZE2 114^ = r"o- n SalWAITING AREA 2 101 Sn EXIeT'{PS n EXIsf 5 1 3c DEEMING AREA 103 EXIST. ELECTRICAL CONDUITS EXIST. ELECTRICAL METER EXIST. ELECTRICAL SERVICE DISC. EXIST. ELECTRICAL PANEL 17P-1' 14 'ill I..a 4.11VA"4� 1 � 3 IIIr3 YEAST THR � HRU 1 6WCCF aver p 5n A VENT • ___ 3c 1 THE (door operator) ELEOETRIOPLXISTNPO ANEL 5r X S n RFLODATE EXISTING LIGHTS AS SHOWN EXIST 533 3 .487,81 EST - PERSONAL 3d GARAGE 104 (door operator 3d l f - EXIST ..1 ELECTRICALREMODELNG NOTES' 1. ALL EXISTING DEVICES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY AND COORDINATE THE EXISTING CONDITIONS N T14E HELD AS REQUIRED. 2. ALL RECEPTACLES, LIGHTS AND LICHTSYATO71ES N THE REMODELING AREA TO DE NEW .UN.O. a KEEP ALL OTHER AREAS OPERATIONAL. BRIDGE/MODIFY/INTEND THE EXISTING WIRING. PROVIDE NEW AS REQUIRED . S EXISTNO PN4EL 1P -EAST TO BE REINSTALLED AND RECONNECTED AT NEW LOCATION. MAN FEEDER TO BE EXTENDED FROM THE CEILING JUNCTION RCM, ALL BRANCH WIRING TO BE NEW AS REQUIRED. RECCNNEOT THE EXISTING LOADS WHICH ARE TO REMAN. UBE SPATE CIRCUITS TO CONNECT NEW LOADS. 4. ALL CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY AAD SIOICATE INTENT OF WORK CONTRACTOR TO PROVIDE UPDATED CIRCUIT DIRECTORY FOR EACH PANEL AS REQUIRED. 7. ALL CIRCUIT HOMERUNS TO EXISTING PANEL 'LP -EAST. U.N.O. S MINIMUM VA RE SIZE TO BEi!12AWG'T (HN' COPPER AND CONDOR 3M"EMT, U.N.0. 9. ALL ELECTRICAL BOXES CONNECTED TO A 3l4" CONDUIT SHALL HAVEA MINIMUM DEPTH CF 2-118" AND SHALL SE 4744" OR LARGER IN SIZE. 10. ALL EUTAND EMERGENCY LIGHTING CIRCUIT VAR(NG TO BE IN A SEPARATE RACEWAY SYSTEM INDEPENDENT OF OTHER WIRING. Revision Schedule Revision Revision Number Date Issued by lin 2 iii ip, !IN Ili 6 g024i ';'011 oa-lil �Rb9 1E1I�Ia iiill€ E 081E /{a4 g1 E 5191��s� s O i41 till/ ° 'Wme mill];r INTERIOR REMODELING & ALTERATIONS FOR: ' H2O AUTO DETAIL & CAR WASH, INC. MATHEW EDUKUTHARAYIL Y5 8. WEN R0.. DES PL INE6, IL 00018 ELECTRICAL DEMOLITION & PROPOSED PLANS CHRIS WINOGRADZKI ARCHITECTS, LTD 111 pkNooE Are., Ds Plains, IL 6191918 •-.11: eJ01.-e1rMa %haw 847.398-1114114Ns:: 847-21041193 Data: 01 122012 Scale: t14'=1'-0• Drawn: ALINES Check: C.w. Job: 213025 Sheet 8.2 E2 of 15 Exhibit B Page 32 of 36 LP-EAST/9-11 IUWP QW P GFI NEW) Ian .. k4iiraTimli'1likrixa'Fhi wrikEezi+gra'li*r:Yu alakivism :ki3ilinkra'kM1a1iw. w .b r!! 71! 1i 'Ek°ML'!rt?JC"1BLIV J ?L''+_iMRA? !OKIVt?Nr'� VEIEAI ISirrall?3 2 1ROOF ELECTRICAL PLAN X8.3 E3 1)4" o 1:0- ‘r.144Wrx, VOUi.r0sligtflti&aitita r,►txx•+ ' •r n1W=n1w r They d X3:(.11 yrs ostia qb 6 AT1 Exhibit B E]reT. WATER HEATER TO REMAIN. VERFYYA OWNER BASE S. X3'a•X1r' CO FTO WA6M54 LIONr1NGAND WAY AT BOTTOM PDWFA EPETNO TO REMAS \BASEMENT ELECTRICAL PLAN 8.3 E3, 114"r1 Q" „(‘-';`\ 3'W X3'4' X12. CONC. FIG W'(5151 EACH WAY AT BOT113M MOT. ELECTRICAL PANEL 1.P$' X NEW SR. COL. FROM ABOVE CRAWL SPACE 2,0" 7-6. X12 CONC. FNS W!(A}M EACH WAY AT BOTTOM 6 AT Revision Schedule Reviebn Revision Number Date Issued by 0 yyppIII =S 11411 i# ;o 1 III Pligifi _ g8sl l$�._ icrg1/1S1EI$`a Sili it [3:eeaS 41. A INTERIOR REMODELING & ALTERATIONS FOR: H2O AUTO DETAIL & CAR WASH, INC. MATHEW EDUKUTHARAYIL 1458. RIVER RD.. DES PLAINES, IL.80018 BASEMENT AND ROOF ELECTRICAL PLANS CHRIS WINOGRADZKI ARCHITECTS, LTD 115 Oakwood An., Dm Rinse, IL 80716 :D47 chdplophxacwpn#i47- 1D- phew:817-09&4114 fax: 647-21p9dA1 Dom; 01161016 Scale: 1M• =1-0• Drawn: AONE6 i Check: C.W. . Job: 21602; Sheet: 8.3 E3 of 15 Page 33 of 36 PREes. RELIEF. VALVE 814• DUCTED( LINE 8R• LIIX110 LINE 10 COPPER Exhibit B 9(• COPPER REMOTE REFRIGERATION PIPING DIAGRAM *GALE: N.T.S. NOTES: 1) REMOVE EXPANSION VALVES. WAGES AND CONNECTIONS FROM MEAN STREAM 2)INSTALLPREBS, RELIEF VAI.VEON mem Emma. BIDE OF SYSTEM, uP sTREANI FROM ANY LIQUID LITE SHUT-OFF VALVES. 3) REMOTE REFRIGERATION PIPING TO BE 14 COPPER. 4)ALL JOINTS TO BE BRAZED. MdgKlBod H6.1 Lou DAM TAG LOCATION Wan *Mr Rein Nen• Arm FM Iyerw.n.w9a.sE. velm. (FR AaW11YMw1 ; N1lewmw4 i 15el14. A4Lwl MaImRJ LOS, we Lan Mr Hre w lo I ervs Nat.. 11.05 Cedo Vq. 015. am G1761 1 AGM s„d.1N a(735 Gmm1Nl 110 *03 7.7 141 USdLIt 104. Lek IW 5.411 144.we.(6.140 KR TIN) (11 wA iBUI 199 :8741 SIL 12. AL IRAN :IRNA a5.(714 Job: 216025 Sheet 9 M1 of 15 RASE FLOOR 901 215 WARNSARE4 AONJCTOK6 241 M T m 415 9921 MN 9.5{' 11311 --. 199 144 711T LB 1(1.915 NTA 195 ' !GO . 105 NO !W ANNE IR111P5 lSCTM 414 1106 _ 1S 19 945, 1S. EFL 193 02741050 NIM 1495 15719 41141 ANS. RNA NNS 1496_.. e,a, ups 7,m5 49115E 45.919 4415 1155 WD 11A011 Lm MN' r SII I i WROTE. 145] SN 26001 IAA sm. I 1 TOT4V MASE STORAGE (N0 YORK) STORAGE 410 wow) FOYER AN0 99050) VESTIBULE ONO WORN 11 :1 TOILET (NO WORK) STORAGE (NO WORK) CORRIDOR ONO WORN) it 1 CORRIDOR (NO imam STORAGE NO WORN ROOFTOP UNIT SCHEDULE 1. GENERAL INFORMATION MANUFACTURER & MODEL TAG RHEEM RRNA - A030JKO8E RT -1 LOCATION ROOF SERVED AREA FIRST FLOOR 2. COOLING PERFORMANCE GROSS COOLING CAPACITY BTU [kW] 32,600 EERISEER 11.7113 NOMINAL CFMIARI RATED CFM [us] 1000 ARE NET COOLING CAPACITY BTU [kW] 31,400 3. HEATING PERFORMANCE (PACKAGE GAS/ELECTRIC) HEATING INPUT BTU [kW] 60,000 [23.4] HEATING OUTPUT (kW] 62,000 [18.2] 4.COMPRESOR INGlfYPE 11COPELAND SCROLL 5- OUTDOOR FAN - TYPE CFM [Us] 2500 6. WEIGHTS INET WEIGHTS 165. [kg[ 446 [202] NOTES: 1. PROVIDE 100%ECONOMIZER WI MODULATING POWER EXHAUST. 2. PROVIDE DUCT SKINT DETECTOR FACTORY INSTALLED AND WEED. e. PROVIDE 14' ACOUSTICAL ROOF CURB. 4. PROVIDE PROGRAMMABLE THERMOSTAT. 5. PROVIDE FACTORY INSTALLED 6 WEED DISCONNECT. R. APPROVED MANUFACTURERS CARREL, YORK, TRANE 6 PMOUAY, MECHANICAL NOTES CONTRACTOR TO VBRJOB SITE OR PREMISES AND BE FAMILIAR WM1 THE .70B cop/Moroi 6012410 sumilTIINO BID. 2 CONTRACTOR TO PAY FOR ALL TAXES AND FEES ANO GME LOCAL AUTHCRRIEB ALL NOTICES RELATING TO HIS WORK 9 WORKMANSHIP SHALL BE DONE INA FIRST CLASS MANNER. 4 ALLMATERIALSUISED FOR JOB SHALL BE NEW AND THE BEST OF THEIR KIND. B ALL WORK -SHALL BE DONE IN ACCORDANCE WITH STATE AND LOCAL COL/EB. 6 CONTRACTOR IS TO GUARANTEE ALL YORK AND ANTERIAL FOR ONE YEAR AFTER CONFLERON AGENT ALL DEFECTS OF (MATERIALS, W UFAENT, AND WORKMANSHIP. 7 CONTRACTOR IS TO TEST SYSTEM PRIOR TO OPERATION. II 411 CURING AND PATCHING CAUSED BY TH10 WORK SHALL BE DOLE BY THIS CONTRACTOR. 5 MECHANICAL CONTRACTOR IS TO LUT ALL CPENNIS FOR EQUIPMENT IN THE FURNISH CURBS, FLASHING, AND POCKETS. ALL OPENINGS SHALL BE WEATHER TIGHT. 10 THE RECTANGULAR SUPPLY DUCTWORK SHALL BE UNED W1111 112. FIBERGLASS DUCT UNER AND 1101A.10 BRANCH RUNOUTS SHALL BE INSULATED W ml 1• FIBERGLASS INTER ATIDN WITH VAPOR BARRIER. 11 ALL EQUIPMENT SHALL BEAR AU.L. LABEL 12 DUCTWORK SHALL BE FABRICATED FROM PRATE QUALITY OALVZNISEDSTEEL SHEETS AND RE OF LOW PRESSURE SYSTEM CONSTRUCTION AS PER S.MA.CNA RECOMMENDATIONS. 11 MECHANICAL CONTRACTOR TO INSTALL COLLAR SPUR -LER OR VOLUME DAMPERS AT EACH SUPPLY DUCT TAKE -OFF TO PROVIDE THE MEANS FOR PROPER SYSTEM AIR BALANCING. 14 MECHANICAL CONTRACTOR SHALL BE RE8PONOBLE FORTE PROMSIDN AND INSTALLATION OF THEIEIPERATURE CONTROL SYSTEM 15 FLUES SNAIL BE EXTENDED A MINIMUM OF441"ABOVE ROOF LINE 15 NOISE LEVEL OF ALL MECHANICAL EOUIPSQIT MUST NOT EXCEED 65 ODA AT LOT LIVE 17 ALL SUPPLY AND RETURNREOBIERS SHALL BE WART AND C OLEYREINDFNTIAL TYPE WITH OPPOSED BLADE DAMPERS. 15 ALL FLOOR REGISTERS TO BEP AWAY FROM WALL (MAXI. 11 FLUES SHALL BE TYPE B VENTPIPING FURNACE NOTES FURNACE IN THE CLOSET OR 94 THE ATTIC SHOULD BE SEPARATED FROM ADJACENT INTERIOR AREAS OF THE STRUCTURES BY WALLS, FLOOR ARD CEILING ASBE1BLE8, HAVING MN. 14R FIRE RESISTANT RATING, FURNACE CLOSET SHOULD BE SEALED 110HT.ALL PENETRATIONS IN THE ENCLOSURE SHALL BE FRE CAULKED. DOOR SHOUL1112' THICK SOLID WOOD, WITH A PNEUMATIC 565F -;LOSING DEVICE. ALL WALLS SHALL HAVE AMIN. 1418 F.R. PATIND. WALLS AND CELNG TO HAVE 1-LAYERS/IT F.R. G.B. HOER SIDES. FLOOR -SPY PLYWOOD, CEILING -1 LAYER1I5' TYPE F,R G,B. PROVIDE FURNACE CLEARANCES IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND LOCAL CODE. PROVIDE COMBUSTION AIR PER IN1L 1 AND 2 FAMILY DWELLING CODE, MECHANICAL SECTION 1668. PROVIDE COMBINED USE OF 11110DR AND OUTDOOR AUR PROVIDE TWO OPENWG1, ONE SHALL BE 12' OF TIE TCP AND SECOND SHALL RE WR -IW 12' OF THE BOTTOM OF THE SPACE EACH OPENING SHALL HAVE AT LEAST 1 SG. INCH PER 5,05D BTU/F1 OF APPLNHCE 1. PROVIDE BACKFLOWPR VENT0R FCR FIRE SPRINKLER 2 EXPANSION TANK AS NECESSARY. ATTIC HVAC INSULATION REQUIREMENTA NOTE- SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO A MIN. OF 88. ALL OTHER DUCTS SWILL BE INSULATED TOA MN.OF R-6 NOTE ALL DUCTS, AN HANDLERS, FILTER BOWS AND RUILDNG CAVITIES USED AS DUCTS SHALL BE SEALED. JOINTS AND SEAMS SHALL BE CLEANED OF LOOSE W MBIISTBLE MATERIALS AND SCRAP. AND SHALL RE TIGHTLY ENCLOSED. THE GROUND SURFACE Cf THE SPACE SHALL BE COVERED WJTH MOISTURE BARRIER NAVIND A MIN. THICKNESS CF MLS. NOTE. exEcNANIcAL BYB191 PIPING INSULATION( MANDATORY). 1Ei21ANICAL SYSTEM PIING CAPABLE OF CARRYING FLUIDS ABOVE 105.4 (417C) OR BELOW 36'F(13.0)SHALL BE INSULATED TOA MALUM OF R.3. EXHAUST FAN SCHEDULE TAG LOCATION AIRFLOW (H5) BEM) SOUND (8N POWER (Wall) EFFICACY (CF1N9Y 1) ijL! I! h 2 E gt�; 1W11 87g' 3 A.P. MODEL NO - EF -1 PUBLIC TOILET 110 *03 7.7 141 120 60 02 )11110 STORAGE (IL0 WORK) STORAGE (NO WORK) 7.513 T., 271, FOUL s 100 CFM 1 01944 6 a CFM 1 25D0 AN 18112' Y P DIA 105 DIA. 2.930 CFM IID TO - 90040P S• DN. 270 cFM : 1 0 1 19' DN. 2225 CFM 1E5' DK 2500 CFM 12214 275 1 •-,i r„., VERT t It PUBLIC TOILET 1 - 1' 102 I 1 B nM CLO. N e e! 510 WORK) 3 100 . m 15CFM PDIA .275 CFM 700. :, n&,, ,Pow`. -----"'K..7,,,,1020 ,21161 'Ayr BOO GFY ,4111 200"' LYS X50 1r DIA MOIL 8•MA. .-. 850 215 CFM DETAILING AREA 103 10• DN. 8 DIA 100 CFM 4drpR WAITING AREA * 101 4,4 200 CFM / 0m . 100/ 578 0715 14.5• DIA 9.099. J SSD CFM PMA. 9W CFM 1100 CFM lA R 11.17014 5770 CFM 1 ITS CFM 14 014. 10250415 S• DTA STAIRCASE - (NO 141LIRK11 01 171 CFR 100(4, (1)FIRST FLOOR MECHANICAL PLAN 9 1M' i .0w 700 CFM P099. 276 CFM PBN 850 CFM 2009 IECC - RESIDENTIAL ENERGY EFFICIENCY REQUIREMENT' FENESTRATION AIR LEAKAGE' 402/A.WINDOW5, TIME: KIBPND SLIDING GLASS DOORS SHALL HAVE AN AN INFLTRATION KATE OF NO MORE THAN 03 CFM PER SQUARE FO01(14 LRAM , AND SWININNG DOORS NO MORE THAN O .5 CFM PER SQUARE FOOT (2A 4)SAf2), WHEN TESTEDACWRDING TO NERC 400 OR AA/MAGMA/ csA 10177.8.215440 BY AN ACCREDITED, NOET4RYDENT LABORATORY AND LISTED AND LABELED BY 11IE MANUFACTURER. EXCEPTIONS: RITZ -QUILT WINDOWS, SKYLIGHTS AND DOORS. THE BUILDING THERMAL NOTE. 4024 71E BULGING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO UNIT INFILTRATION. THE SEALING METHODS BETWEEN D ISE ALAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE 60110W 50 SHALL BE OALILNED, GASKETED, WEATHERSTRPPED OR OTHERWISE SEALED wNH AN AIS BARRIER MATERIAL. SUITABLE FILM OR SOLID MATERIAL: 1. ALLJONTB. SEAMS AND PENETRATIONS. 2.81TEAUILT WNDOWB. DOORS AND SKYLIGHTS. 9. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THBR RESPECTIVE JAMBS AND FRMANO. 4.1NILITY PENETRATIONS. 5. DROPPED CEIUNGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. B. KNEE WALLS. 7. WALLS AND CEILINGS SEPARATING GARAGE FROM CONDITIONED SPACES. N BEHIND TUBS AND SHOWERS ON EXTERIOR WALT$, B. COMMON WALLS BETWEEN DWELLING UNITS. 1R ATTIC ACCESS OPENINGS. 11. IUM JOIST JUNCTK)N. 12. OTHER SOURCES OF INFILTRATION. )'IVAC LEGEND SUPPLY RETURN SUPPLY REGISTER RETURN %RLL NECK BEE CFM r PERSONAL GARAGE 104 1 (NO WORK) ReNBlan Sehedule Revision Revision Number Date Issued by ijL! I! h 2 E gt�; 1W11 87g' 3 5 li il! 4141 X Y Eli.L1EELV 741i1 MiliR fliltifiri 41! Agid; 38 F life$ 168.1 Ant ItE Ill INTERIOR REMODELING 8, ALTERATIONS FOR: H2O AUTO DETAIL & CAR WASH, INC. MATHEW EDUKUTHARAYIL 445 S. RIVER 55., DES PL INES, IL 00018 HVAC PLANS CHRIS WINOGRADZKI ARCHITECTS, LTD 110 OelcymtlAYe., Dela Min" IL 60010 14-M; 45451. 5e0044084556 e.mn phone: &ST -5014114 045,841-210-9993 Date: a„6214 Scale: 114•=,'•P Drawn: AGNES Check: C.W. Job: 216025 Sheet 9 M1 of 15 Page 34 of 36 EXHIBIT C UNCONDITIONAL AGREEMENT AND CONSENT TO: The City of Des Plaines, Illinois ("City"): WHEREAS, Mathew Edukutharayil ("Petitioner"), applied to the City of Des Plaines for a conditional use permit to allow for the operation of a car wash and auto detailing facility ("Conditional Use Permit") on that certain property commonly known as 445 S. River Road, Des Plaines, Illinois ("Subject Property"), pursuant to Sections 12-7-3.F.3 and 12-7-3.K of the City of Des Plaines Zoning Ordinance of 1998, as amended; and WHEREAS, the Subject Property is owned by Joan Peterson, Successor Trustee of John R. Peterson ("Owner"), who has consented to the Petitioner's application; and WHEREAS, Ordinance No. Z-15-16 adopted by the City Council of the City of Des Plaines on , 2016 ("Ordinance"), grants approval of the Conditional Use Permit, subject to certain conditions; and WHEREAS, Petitioner and Owner desire to evidence to the City their unconditional agreement and consent to accept and abide by each of the terms, conditions, and limitations set forth in said Ordinance, and their consent to recording the Ordinance and this Unconditional Agreement and Consent against the Subject Property; NOW, THEREFORE, Petitioner and Owner do hereby agree and covenant as follows: 1. Petitioner and Owner hereby unconditionally agree to accept, consent to and abide by all of the terms, conditions, restrictions, and provisions of that certain Ordinance No. Z-15-16, adopted by the City Council on , 2016. 2. Petitioner and Owner acknowledge and agree that the City is not and shall not be, in any way, liable for any damages or injuries that may be sustained as a result of the City's review and approval of any plans for the Subject Property, or the issuance of any permits for the use and development of the Subject Property, and that the City's review and approval of any such plans and issuance of any such permits does not, and shall not, in any way, be deemed to insure Petitioner and Owner against damage or injury of any kind and at any time. 3. Petitioner and Owner acknowledge that the public notices and hearings have been properly given and held with respect to the adoption of the Ordinance, have considered the possibility of the revocation provided for in the Ordinance, and agree not to challenge any such revocation on the grounds of any procedural infirmity or any denial of any procedural right, provided that the procedures required by Section 12-4-7 of the City's Zoning Ordinance are followed. 10 Exhibit C Page 35 of 36 4. Petitioner agrees to and does hereby hold harmless and indemnify the City, the City's corporate authorities, and all City elected and appointed officials, officers, employees, agents, representatives, and attorneys, from any and all claims that may, at any time, be asserted against any of such parties in connection with (a) the City's review and approval of any plans and issuance of any permits, (b) the procedures followed in connection with the adoption of the Ordinance, (c) the development, construction, maintenance, and use of the Subject Property, and (d) the performance by Petitioner of its obligations under this Unconditional Agreement and Consent. 5. Petitioner hereby agrees to pay all expenses incurred by the City in defending itself with regard to any and all of the claims mentioned in this Unconditional Agreement and Consent. These expenses shall include all out-of-pocket expenses, such as attorneys' and experts' fees, and shall also include the reasonable value of any services rendered by any employees of the City. ATTEST: MATHEW EDUKUTHARAYIL By: SUBSCRIBED and SWORN to before me this day of , 2016. Notary Public ATTEST: By: SUBSCRIBED and SWORN to before me this day of , 2016. Notary Public 11 JOAN PETERSON, SUCCESSOR TRUSTEE OF JOHN R. PETERSON Exhibit C Page 36 of 36 ODES PLAINES Date: June 29, 2016 COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org To: Michael G. Bartholomew, MCP, LEED AP, City Manager From: Lauren Pruss, AICP, Economic Development Coordinator 1" Davorka Kirincic, AICP, Associate Planner Subject: Consideration of Major Sign Variations, 567 West Algonquin Road (81h Ward) Issue: The petitioner is requesting Major Sign Variations to Section 12-11-6 of the 1998 City of Des Plaines Zoning Ordinance to allow the installation of an Electronic Message Board Sign, on the existing monument sign with the following variations: 1) to allow the height variation to 7.5 feet, 2) to allow the LED portion of the sign to occupy 36.74% of the total sign area, and 3) to permit the electronic message sign to be located within 155 feet of a residence in the R-1, R-2 and R-3 residential districts. Analysis: Address: 567 West Algonquin Road PIN: 08-24-301-020-0000 Existing Zoning: R-1 Single Family Residential District Petitioner: Deacon David Brezinski, 567 W. Algonquin Road, Des Plaines, IL 60016 Owner(s): Rev. John Plotkowski, 567 W. Algonquin Road, Des Plaines, IL 60016 In reviewing this variation request, staff has considered the following information: The approximately 11.14 acre lot has 621.96 feet of frontage on the south side of Algonquin Road, 757.07 feet of frontage on Andrea Lane and 768.39 feet frontage on the Kolpin Lane. One existing monument sign is located toward the center of the site, approximately 12 feet from the south property line along Algonquin Road. The applicant, Deacon David Brezinski, proposes to reuse the existing structures from the existing monument sign to support a new 7.5 foot tall sign, 30.50 square foot sign composed of 11.03 square feet of viewable Electronic Message Board (EMB) and 19.52 square feet of static sign area. Based on the maximum Page 1 of 23 EMB percentage allowed (30%), the 30.50 square foot monument sign is allowed up to a 9.0 square foot EMB component. Therefore, the proposed 11.03 square foot EMB component (36.74%) of total sign area when only 30% is permitted. The major variation requested is to allow the EMB sign approximately 155 -feet from the nearest residence, a 3 -flat multifamily building at 541 Dorothy Drive, where a minimum distance of 250 -feet is required from a residence in the R-1, R-2, and R-3 zoning districts. The applicant states the need to modernize the old existing deteriorating sign with a new modernized EMB sign that will facilitate providing community information, as a reason for the variation request. Recommendation: At its June 28, 2016 meeting the Planning and Zoning Board recommended (7-0) that the City Council approve the requested Major Sign Variations to allow the installation of an Electronic Message Board Sign, on the existing monument sign with the following variations: 1) to allow the height variation to 7.5 feet, 2) to allow the LED portion of the sign to occupy 36.74% of the total sign area, and 3) to permit the electronic message sign to be located within 155 feet of a residence in the R-1, R-2 and R-3 residential districts. Under Section 12-3-6 (G) of the Zoning Ordinance (Major Variations) the City Council has the authority to approve, approve with modifications, or disapprove the requested Sign Variation. Staff requests that this item be placed on the Committee of the Whole agenda at the July 18, 2016 City Council meeting. Attachments: Attachment 1: Variation Application Attachment 2: Location Map Attachment 3: Site and Context Photos Attachment 4: Draft Minutes of the June 28, 2016 Planning and Zoning Board Excerpt Attachment 5: Letter from Planning and Zoning Board to the Mayor Exhibits: Ordinance Z-16-16 authorizing a Major Sign Variations to allow an Electronic Message Board Sign within 155 -feet of residences. Exhibit A: Plat of Survey by Gremley & Biedermann and dated August 13, 2014 Exhibit B: Proposed EMB sign drawings prepared by EBSCO Sign Group and dated May 18, 2016 Page 2 of 23 DES 71 IFPLAINES ILLINOIS COMMUNITY AND ECONOMIC DEVELOPMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5306 desplaines.org ZONING VARIATION APPLICATION IDo not write in this space — Office Use Only CASE NUMBER: p -D`5)" V - DATE FILED Mail 2`-i4 (2t.01(/ TYPE OF VARIATION: Minor ❑ Standard 0 Major ❑ Sign2q License Agreement 0 License Agreement for: Lawn Sprinkler ❑ Mailbox ❑ Special Paving ❑ a0(10 -WV-Pal L0� Fee Paid/Receipt Number: Amount: Date: 61ALINAO Legal Notice Publication Date4UVlL 1®,'L0 ( (e , published in the: Journal Topics Scheduled hearing dater (U.. L at 7:30 P.M. in Room 102, City Hall Action by Zoning Administrator/Planning & Zoning Board/City Council: A Variation to Section(s) of the City of Des Plaines Zoning Ordinance (adopted 1998), is requested in conformity with the powers vested in the Zoning Administrator/Planning & Zoning Board/City Council, to permit the Variation on the property legally described as: (See legal description on Plat of Survey supplied by applicant) and commonly known as: 567 W. Algonquin Rd. (Subject property address) Variation being requested: Major sign variation as requested. Des Plaines, Cook County, Illinois. Applicant(s) Name: Deacon David Brezinski Telephone: 630-235-9656 Mailing Address: 567 W Algonquin Rd., Des Plaines, IL 60016 Fax: 847-981-1448 Attachment 1 Page 3 of 23 Property Owner(s) Name: Rev. John Plotkowski Telephone: 847-956-7020 Mailing Address: 567 W_ Algonquin Rd., Des Plaines,JL, 60016 Signature %4(71 Fax: 847-981-1448 Is the Contact Person the: Applicant ❑x or Owner D Address of Property: 567 W. Algonquin Rd., Property Tax Number: 08 24 - 301 020 Des Plaines, IL. 600 16 (From tax bill or Township Assessor's Office) Applicant's interest in the property: ❑ sole owner ❑ lessee ❑ contract purchaser ® other (explain): Maintenance Director Present Zoning Classification of Property: Residential (R-1 ) Current Use of Property: Church, School & Gym, Rectory, Ministry Center Proposed Use of Property: Same as previous question TRUST INFORMATION Name(s) of Trust Beneficiary (ies)* Address (es) of Trust Beneficiary (ies)* * All applications involving property held by a land trust must be signed by the trust officer of the institution holding the trust as the owner of the property. Additionally, the trust beneficiary and his/her current address must be disclosed on this form. The application must also be accompanied by the following: • A certified copy of the trust agreement. • A letter from the trustee certifying that the beneficiary as shown on this application is correct and disclosing any beneficiary changes or lack thereof during the 12 months preceding the filing of this application. IF YOU ARE FILJNG A LICENSE AGREEMENT. PLEASE PROCEED TO PAGE 7. 5 Attachment 1 Page 4 of 23 REASONS FOR VARIATION REQUEST Before answering the following questions, read the Notice to Applicants below. Notice to Applicants A Variation is a zoning adjustment, which permits changes of certain zoning requirements where individual proper -ties are unduly burdened by the strict application of the zoning standards. The power to vary is restricted and the degree of variation is limited to the minimum change necessary to overcome hardship of the property. A Variation recognizes that the same zoning district requirements do not affect all properties equally; the intention of it is to allow changes to properties where there is a hardship to enjoy equal opportunities with similarly zoned properties. You must prove in making your case that special circumstances or unusual conditions affect your property. These must result in uncommon hardship and unequal treatment under the strict application of the Zoning Ordinance. Where hardship conditions extend to other properties, a variation cannot be granted. You must prove that the combination of the Zoning Ordinance and the uncommon conditions of your property prevents you from making any reasonable use of your land as permitted under the current zoning district. No variation may be granted which would adversely affect surrounding property or the general neighborhood. All variations must be in harmony with the intent and purpose of the Zoning Ordinance. In order for the Zoning Administrator, staff and Planning & Zoning Board to understand your reasons for requesting a variation(s) please answer the following questions completely. 1. What would you describe as the hardship(s) that prevent you from being able to carry out the strict letter of the provisions of the Zoning Ordinance? (Explain in Detail) We are looking to replace the existing sign on Algonquin Road with a new sign in the exact same location and between the existing columns. 2. How do the site conditions prevent the reasonable use of your land under the terms of the Zoning Ordinance? (Explain in Detail) The Parish grounds are bordered by residential homes on two sides and Friendship Park and Friendship School on the other two sides. 3. To the best of your knowledge, can you affirm that the physical condition of your property was not created by an action of anyone having property interests in the land after the Zoning Ordinance of 1998 was adopted, or as the result of other governmental action, or was created by natural forces: Yes EI No El If no, please explain in detail: 6 Attachment 1 Page 5 of 23 4. How would the denial of the variation deprive you from rights enjoyed by other persons subject to the same provisions? (Explain in Detail) These new type LED signs are throughout the City already, including the Fire Department. 5. Is the requested variation the minimum measure of relief necessary to alleviate the alleged hardship or difficulty presented by the strict application of the Zoning Ordinance? (Explain in Detail) We are simply looking to replace our old deteriorating sign with a newer version to help in keeping our property in good looking and operating condition. 6. Will the granting of the variation be in harmony with the neighborhood and the provisions of the Zoning Ordinance from which it is being sought? (Explain in Detail) Yes I hereby certify that all of the above statements and those contained in any papers or plans submitted herewith are true to the best of my knowledge and belief. Furthermore, I consent to the entry in or upon the premises described in the application, by any authorized official of the City of Des Plaines, for the purpose of posting, maintaining, and removing pu• :� g notices as may be required, as well as conducting site an. 1 n David Bre 4 s (Signature of Appl t or Authorized Agent) Rev. John otkowski (Signature of Owner) Attachment 1 (Date) (Date) 05/12/2016 05/12/2016 Page 6 of 23 GIS Consortium — MapOfficeTM ■ IS consortium. MapOffice ., 567 W. Algonquin Ave.- Location Map la�1QQ"c Page 1 of 2 ,._. - L-- --sJ �r.J 1 • _-:.----4 ..> • .1 I -14. ,., J. . 1 - -1 - % _..1-1--1-; .. J Colonial Ln 1 � i .J a._ ' I 11 J as 1,--' } • j. II 11 --1LI'_,- .- =,1 _—..1 Dorothy Or •i ' -.---...j ''''.-"1 1 -41/ Jr i -I 1 -.1.-“--- - _!1 ,- _ri --.1- -i- .. �i ,:—...diw J ),)J.J.1)..jj•—'.—? Mornay Ct '14111-J Li.) .1,.i1'if Li l: 4-.,.4--. . - . --J +� +�.i+- J J+ e i' ►--I-- Jill Ct Eakei c If Lai11• Rt., Devonshire Dr 1 - T {{ Frieeedshp 1 _ ' J I Ju C 1 a -...i- 1 a - • .� SLinOOt z .J_J-J-J'-J-1-.1_1JI 1 nMdsh;P - 1 � � Park 24-1 � p FIi7Jt eth Ln II Eli7Meth Ln a �. Cordial _Dr i l �1 - �1 % /� fi-1'. -1.1-1-1-)1J-1 i` -J/• .J•J_J�.L1-1.1.1 -_1.J,1'JJ} ± J' ,, - ' J „ 4 _�- -I. , 1�1-1_J.,� .s-IJJ 2.4—i-A.J . .. 1 ' ,� �Goclrtesy 1 n jI �, .J' -0,.. ,, 4., ^200 400 t T 1 1 1 1 • r F j• � •� � :� _ L ..� _.1 .,.x •J . J - - .. j .. - �. L M J 1 II Map created on June 16, 2016. © 2016 GIS Consortium and MGP Inc. All Rights Reserved. The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. Disclaimer: This map is for general information purposes only. Although the information is believed to be generally accurate, errors may exist and the user should independently confirm for accuracy. The map does not constitute a regulatory determination and is not a base for engineering design. A Registered Land Surveyor should be consulted to determine precise location boundaries on the ground. Attachment 2 Page 7 https:apps.gisconsortium.org/MapOffice/PrintView.aspx?ps=A4P&usecase=ID:96&layo... 6%I 6/2016 Attachment 3 567 W. Algonquin Ave. — Existing Monument Sign 567 W. Algonquin Ave. — Existing Monument Sign 567 W. Algonquin Ave. — Existing Monument Sign Attachment 3 t 7N..%nh. *,» -^' 5,00111, 567 W. Algonquin Ave. View at R-3 Residential District across the street Page 8 of 23 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 1 IDEs PL AINES ILLINOIS DES PLAINES PLANNING AND ZONING BOARD MEETING June 28, 2016 MINUTES The Des Plaines Planning and Zoning Board Meeting held its regularly -scheduled meeting on Tuesday, June 28, 2016, at 7 p.m. in Room 102 of the Des Plaines Civic Center. ZONING BOARD PRESENT: Green, Bader, Catalano Saletnik, Hofherr, Schell, Szabo ALSO PRESENT: Lauren Pruss, AICP, Coordinator/Community & Economic Development Vijay Gadde, AICP, Interim Senior Planner/Community & Economic Development Davorka Kirincic, Associate Planner/Community & Economic Development Stewart Weiss, General Counsel/Holland & Knight Cheryl Sandecki, Court Reporter/Amicus Court Reporters, Inc. Gale CerabonalRecording Secretary Chairman Szabo called the meeting to order at 7:07 p.m. and read this evening's cases. Roll call was conducted. APPROVAL OF MINUTES Board Member Hofherr stated he would like last meeting's minutes of June 14, 2016 to be restated as: Board Member Hofherr asked: • on South side of property, if the water is flowing East or West. Mr. Olguin responded — East • if water runoff would be managed as he was concerned the creek West of this location by Higgins Road is much wider than on this property. Mr. Olguin advised — yes, we are in compliance with City requirements • on South side of toll way embankment, there is a downspout. Is that for toll way water runoff? A motion was made by Board Member Hofherr, seconded by Board Member Catalano, to approve the minutes of June 16, 2016, as amended. AYES: Hofherr, Catalano, Green, Bader, Saletnik, Schell, Szabo NAYES: None ***MOTION CARRIED UNANIMOUSLY*** Attachment 4 Page 9 of 23 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 2 PUBLIC COMMENT There were no comments. Chairman Szabo advised the order of cases this evening would be altered. Case #1 under New Business will go first. Board Member Hofherr recused himself at 7:17 p.m. as he is a parishioner of the Church. NEW BUSINESS 1. Address: 567 W. Algonquin Road Case 16-030-V The petitioner is requesting major variations to Table 12-11-6 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow the installation of an Electronic Message Board Sign, on the existing monument sign with the following variations: 1) to allow the height variance from the allowable 5 feet to 7.5 feet, 2) to allow the LED portion of the sign to occupy 36.74% of the total sign area when only 30% is permitted, 3) to permit the electronic message sign to be located within 155 feet of a residence when 250 feet is required. PIN: 08-24-301-020-0000 Petitioner: Deacon David Brezinski, 567 West Algonquin Road, Des Plaines, IL 60016 Owner: Rev. John Plotkowski, 567 West Algonquin Road, Des Plaines, IL 60016 Chairman Szabo swore in Deacon David Brezinski, 567 West Algonquin Road, Des Plaines, IL 60016 who stated the sign on Algonquin Road is in disrepair, and Stewart Signs will replace the sign. Due to the City requirement of sign size, a variance is requested; the sign will remain 90% as is (and attached to soldier columns) though not as wide and lower. Chairman Szabo asked: • if the sign was posted. Deacon Brezinski advised — yes • if there were any comments. Deacon Brezinski advised — no Chairman Szabo asked if the Board has any questions. There were none. He asked Staff to provide the Staff Report which Associate Planner Kirincic gave: Issue: The petitioner is requesting a Major Variation to Table 12-11-6 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow the installation of an Electronic Message Board Sign, on the existing monument sign with the following variations: 1) to allow the height variance from the allowable 5 feet to 7.5 feet, 2), to allow the LED portion of the sign to occupy 36.74% of the total sign area when only 30% is permitted, and 3) to permit the electronic message sign to be located within 155 feet of a residence in the R- 1, R-2 and R-3 residential districts when 250 feet is required. Attachment 4 Page 10 of 23 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 3 Analysis: Address: 567 West Algonquin Road, Des Plaines, IL 60016 PIN: 08-24-301-020-0000 Existing Zoning: R-1, Single Family Residential District Petitioner: Deacon David Brezinski, 567 W. Algonquin Road, Des Plaines, IL 60016 Owner(s): Rev. John Plotkowski, 567 W. Algonquin Road, Des Plaines, IL 60016 In reviewing the variation request, staff has considered the following information: The approximately 11.14 acre lot has 621.96 -feet of frontage on the south side of Algonquin Road, 757.07 - feet of frontage on Andrea Lane and 768.39 -feet frontage on the Kolpin Lane. One existing monument sign is located toward the center of the site, approximately 12 -feet from the south property line along Algonquin Road. The applicant, Deacon David Brezinski, proposes to use the same pillar structures of the existing monument sign to support a new sign 7.5 -foot tall and 30.50 square feet in area while incorporating an Electronic Message Board (EMB) component. The sign will be composed of 11.03 square feet of viewable Electronic Message Board (EMB) and 19.52 square feet of static sign area. Based on the maximum EMB percentage allowed (30%), the 30.50 square foot monument sign is allowed up to a 9 square foot EMB component. Therefore, the proposed 11.03 square foot EMB component occupy 36.74% of total sign area when only 30% is permitted. The major variation requested is to allow the EMB sign approximately 156 -feet from the nearest residence, a 3 flat multifamily building at 541 Dorothy Drive, where a minimum distance of 250 -feet is required from a residence in the R-1, R-2, and R-3 zoning districts. The applicant is looking to replace the old existing deteriorating sign with a new modernized EMB sign that will facilitate providing community information to help in keeping property in good looking and operating condition as a reason for the variation request. Recommendation: Staff recommends approval of the requested sign variations based on review of the information presented by the applicant and the standards and conditions imposed by Section 12-3-6 (H) (Findings of Fact for Variations) as outlined by the City of Des Plaines Zoning Ordinance. The recommendation for approval of the subject sign variation is based on the existing location of the sign on the property and the fact that current property use is institutional. If the property would be zoned I-1, Institutional District, according to their current use, installation of the proposed EMB would be allowed per right. Attachment 4 Page 11 of 23 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 4 Planning and Zoning Board Procedure Under Section 12-3-6(G) of the Zoning Ordinance (Major Variations) the Planning and Zoning Board has the ability to recommend that the City Council approve, approve subject to conditions, or disapprove the above-mentioned variations for installation of the EMB sign on the existing monument sign to allow: height of 7.5 feet, installation of the LED portion of the sign to occupy 36.74% of the total sign area, and to permit electronic message sign to be located within 155 feet of a residence in the R-1, R-2 and R-3 residential districts. Chairman Szabo asked if anyone in the audience is in favor or objects to this proposal. No one responded. A motion was made by Board Member Saletnik, seconded by Board Member Green, to approve the variations as requested. AYES: Saletnik, Green, Bader, Catalano, Hofherr, Schell, Szabo NAYES: None ***MOTION CARRIED UNANIMOUSLY*** Board Member Hofherr returned at 7:26 p.m. CONTINUED FROM MAY 24, 2016 1. Address: 240-310 Potter Road Case Number 16 -021 -PUD -MAP The petitioner is requesting an Amendment to the Official Des Plaines Zoning Map, as amended, to reclassify the properties from the R-1 Single Family Residential District to the R-3 Townhouse Residential District; and A Preliminary Planned Unit Development (PUD) is requested under Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the expansion of the parking lot of a Place of Worship that was approved as a Conditional Use and construction of a Parsonage with a PUD bulk exception for an existing 8 -foot front yard setback, instead of not less than 25 -feet. PINs: 09 -15 -102 -013 -0000,09 -15-102-014-00000,09-15-102-015-0000,09-15-102-041-0000, 09-15-102-042-0000 Petitioner: Richard Vane, 240 N. Industrial Drive, Bradley, IL 60915 Owner: Chicago Mar Thoma Church, 240 Potter Road, Des Plaines, IL 60016 Attachment 4 Page 12 of 23 ODES PLAINES ILLINOIS June 29, 2016 COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org Mayor Bogusz and Des Plaines City Council CITY OF DES PLAINES Subject: Planning and Zoning Board, 567 West Algonquin Road, Case #16-030-V, 8th Ward RE: Request to authorize major variation request, 567 West Algonquin Road Honorable Mayor and Members of the Des Plaines City Council: The Planning and Zoning Board met on July 28, 2016 to consider a major variation request, under Section 12- 11-6 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow the installation of an Electronic Message Board Sign, on the existing monument sign. 1. Deacon David Brezinski, petitioner presented the pertinent facts. 2. The Community and Economic Development Department recommended approval of the requested variations. 3. No members of the public spoke regarding the proposal 4. The Planning and Zoning Board recommended (7-0) that the City Council approve the variations. Respectfully submitted, James Szabo, Des Plaines Planning and Zoning Board, Chairman Cc: City Officials Aldermen Planning and Zoning Board Commissioners Petitioners Recording Secretary File Attachment 5 Page 13 of 23 CITY OF DES PLAINES ORDINANCE Z - 16 - 16 AN ORDINANCE APPROVING MAJOR VARIATIONS FROM SECTION 12-11-6 OF THE CITY OF DES PLAINES ZONING ORDINANCE AT 567 WEST ALGONQUIN STREET, DES PLAINES, ILLINOIS. (CASE #16-030-V). WHEREAS, St. Zachary Catholic Church & School ("Petitioner") submitted an application to the City of Des Plaines Department of Community and Economic Development ("Department") for a major variation from Section 12-11-6 of the City of Des Plaines Zoning Ordinance of 1998, as amended ("Zoning Ordinance"), to allow for the installation of an electronic message board sign on an existing monument sign located on that certain property commonly known as 567 W. Algonquin Ave., Des Plaines, Illinois ("Subject Property"); and WHEREAS, the Subject Property is owned by Archdiocese of Chicago, which has consented to the Petitioner's application; and WHEREAS, the Subject Property is located in the R-1 Single -Family Residential District of the City ("R-1 District"); and WHEREAS, the Subject Property is occupied by a religious institution and a school; and WHEREAS, pursuant to Section 12-11-5.G of the Zoning Ordinance, electronic message boards are permitted in the R-1 District when on school property, subject to the standards found in 12-11-6.B of the Zoning Ordinance; and WHEREAS, pursuant to Section 12-11-6. of the Zoning Ordinance, the animated face of an electronic message board (i) may not be erected less than 250 feet away from a residential district, (ii) may not exceed 30% of the sign area; and WHEREAS, pursuant to Section 12-11-6 of the Zoning Ordinance, the height of a monument sign located on a lot of 5 acres or more and having 300 feet of street frontage on a single street or highway shall be allowed 1 foot for every 3 additional feet of setback, provided the maximum height does not exceed 35 feet. WHEREAS, the Petitioner proposes to attach a new electronic message board to an existing monument sign ("Proposed Sign") that (i) will contain an electronic message board installed approximately 156 from the residential structures located to the north of the Subject Property, (ii) will contain an electronic message board that will occupy 36.74% of the total sign area of the Proposed Sign, and (iii) will increase the height of the existing monument sign to 7.5 feet; and WHEREAS, the Petitioner submitted an application for the Proposed Sign to the Department for major variations from Section 12-11-6.B of the Zoning Ordinance to (i) reduce the 1 Page 14 of 23 minimum distance between the animated face of the Proposed Sign to approximately 156 feet from the residential structures located north of the Subject Property, (ii) to increase the maximum total sign area of an electronic message board to approximately 36.74% of the total sign area, and (iii) to increase the allowable maximum height of the Proposed Sign to approximately 7.5 feet (collectively, (i), (ii) and (iii) are the "Variations"); and WHEREAS, the Petitioner's application for the Variations was referred by the Department, within 15 days after its receipt, to the Planning and Zoning Board of the City of Des Plaines ("PZB"); and WHEREAS, within 90 days after the date of Petitioner's application, a public hearing was held by the PZB on June 28, 2016, pursuant to publication of notice in the Des Plaines Journal on June 10, 2016; and WHEREAS, notice of the public hearing was mailed to all owners of property located within 300 feet of the Subject Property; and WHEREAS, during the public hearing, the PZB heard competent testimony and received evidence with respect to the Petitioner's application for the Variations; and WHEREAS, on June 29, 2016, the PZB filed a written report with the City Council summarizing the testimony received by the PZB and stating that the PZB's motion to recommend approval of the Variations passed by a vote of 7-0; and WHEREAS, the Petitioner made representations to the PZB with respect to the requested Variations, which representations are hereby found by the City Council to be material and upon which the City Council relies in granting the Variations subject to certain terms and conditions; and WHEREAS, the City Council has studied the written report of the PZB, the applicable standards set forth in the Zoning Ordinance, and the Staff Memorandum dated June 29, 2016, including its exhibits, which form part of the basis for this Ordinance; NOW THEREFORE BE IT ORDAINED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1. RECITALS. The recitals set forth above are incorporated herein by reference and made a part hereof, the same constituting part of the factual basis for this Ordinance granting the Variations. SECTION 2. LEGAL DESCRIPTION OF SUBJECT PROPERTY. The Subject Property is depicted on the "Plat of Survey" prepared by Gremley & Biedermann, consisting of 2 Page 15 of 23 one sheet, and dated August 13, 2014, attached to and, by this reference, made part of this Ordinance as Exhibit A ("Plat of Survey"), and is legally described as follows: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WEST OF THE WEST LINE OF JANICE AVENUE AS DEDICATED BY DOCUMENT 20382266 AND LYING NORTH OF THE NORTH LINE OF LOT 26 AND ITS EASTERLY AND WESTERLY EXTENSIONS IN FIRST ADDITION TO SZCEZESNY'S SUBDIVISION OF PART OF THE EAST HALF OF THE SOUTHWEST QUARTER AFORESAID; AND LYING SOUTH OF THE SOUTH LINE OF ALGONQUIN ROAD AS MONUMENTED, ALL IN COOK COUNTY, ILLINOIS. PIN: 08-24-301-020-0000. Commonly known as 567 W. Algonquin Road, Des Plaines, Illinois. SECTION 3. VARIATIONS. The City Council finds that the Variations satisfy the standards set forth in Section 12-3-611 of the Zoning Ordinance and, pursuant to the City's home rule powers, finds that the Variations are otherwise necessary and appropriate. Subject to and contingent upon the conditions, restrictions, limitations and provisions set forth in Section 4 of this Ordinance, the City Council hereby grants the Variations for the Subject Property to the Petitioner. SECTION 4. CONDITIONS. The Variations granted in Section 3 of this Ordinance shall be, and are expressly subject to and contingent upon the conditions, restrictions, and limitations set forth in this Section 4. The development, use, and maintenance of the Subject Property shall be in strict compliance with the following plans, except for minor changes and site work approved by the Director of the Department of Community and Economic Development in accordance with applicable City codes, ordinances, and standards: A. The Sign Plan consisting of four sheets, prepared by EBSCO Sign Group, and dated May 18, 2016, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit B; and SECTION 5. EFFECT. This Ordinance authorizes the use and development of the 3 Page 16 of 23 Subject Property in accordance with the terms and conditions of this Ordinance and shall prevail against other ordinances of the City to the extent that any might conflict. The terms and conditions of this Ordinance shall be binding upon Petitioner, its grantees, assigns and successors in interest to the Subject Property. SECTION 6. LIMITATIONS. The Variations shall be valid for not more than 12 months prior to the issuance of a building permit and the commencement of construction in accordance with the terms and conditions of this Ordinance. The Zoning Administrator may extend the Variations if the Petitioner requests an extension in accordance with Section 12-3-61 of the Zoning Ordinance. SECTION 7. EFFECTIVE DATE. This Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law; provided, however, that this Ordinance shall not take effect unless and until a true and correct copy of this Ordinance is executed by the Owner of the Subject Property or such other party in interest consenting to and agreeing to be bound by the terms and conditions contained within this Ordinance. Such execution shall take place within 60 days after the passage and approval of this Ordinance or within such extension of time as may be granted by the City Council by motion and delivered directly to the City Clerk. SECTION 8. SEVERABILITY. If any paragraph, section, clause or provision of this Ordinance is held invalid, the remainder shall continue in full force and effect without affecting the validity of the remaining portions of the Ordinance. [SIGNATURE PAGE FOLLOWS] 4 Page 17 of 23 PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: Ayes Nays Absent MAYOR ATTEST: CITY CLERK Published in pamphlet form this Approved as to form: day of , 2016. CITY CLERK Peter M. Friedman, General Counsel I, , being the owner or other party in interest of the property legally described within this Ordinance, having read a copy of the Ordinance, do hereby accept, concur and agree to develop and use the Subject Property in accordance with the terms of this Ordinance Dated: DP -Ordinance Approving Major Variations to 567 W. Algonquin Road 5 (Signature) Page 18 of 23 GREMLEY & BIEDERMANN 1 vO1 N ++' u L _C y' rtp n m c a m _C D. 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Set rPaliII • 312/1+..11101 Itail roe ft144 HOW Off ~Mt 0141, Page 2 of 23 SPECIFICATIONS FRAME AND LAMP DETAIL UMINUM CABINET FACE DETAIL INISH, DUPONT POWDER < e Z 110© � e I o | ■ e I \ \ LED CABINET 1 CROSS SECTION FRAME & LAMP DETAIL NOT TO SCALE NOT TO SCALE ELECTRICAL INFO s \\06 FACE DETAIL NOT TO SCALE SIDE MASONRY MOUNTS Customer Name: ST ZACHARY CATHOLIC CHURCH ) 0 TEK-20mm-C-32x80 e2 P. 00 co AODEO DIMENSIO Exhibit B Page 21 of 23 DESCRIPTION 12" HINGE EXTRUSION 12" HINGE EXTRUSION 1 1/2"X 1" "F" RETAINER 1 1/2"X 1" "F" RETAINER 1 2" HINGE RETAINER HINGE BRACKET 2" X 2" X i" ALUMINUM ANGLE 2" X 2" Xi" ALUMINUM ANGLE 2" X 2" X i" ALUMINUM ANGLE 2" X 3" X 16" ALUMINUM ANGLE 2" X 4" X i" STEEL TUBE 2" X 4" X f" STEEL CAP F- . _.I 0 m W ,- Ili REPLACEMENT BOLT FOR EYEBOLT 1 i"X1 i"Xi"X2" ALUMINUM PROP ROD BRACKET 1 4"X1 i"Xi"X28" ALUMINUM PROP ROD BRACKET 1 i"X1 i"X8"X48" ALUMINUM PROP ROD BRACKET LED ACTIVE DISPLAY AREA: 25.2" X 63" } I— 0 N N N V' N CO Nt V CO 'ct ,- ct N N Wo08oo8o00000000000 BALGE-296-H mw ?mZ wma CO UU LL UO° 0 moiw 2mm w0? w LL � M 0) LL a SIDE MASONRY MOUNTS Customer Address: Customer Name: ST ZACHARY CATHOLIC CHURCH 860218 -3B -S 0 TEK•20mm-C-32x80 Exhibit B Page 22 of 23 HOLE 10 0 0 1," HOLE 12" T- N T mw ?mZ wma CO UU LL UO° 0 moiw 2mm w0? w LL � M 0) LL a SIDE MASONRY MOUNTS Customer Address: Customer Name: ST ZACHARY CATHOLIC CHURCH 860218 -3B -S 0 TEK•20mm-C-32x80 Exhibit B Page 22 of 23 w1 - w_ 1-- 0 LL w_ 1- w J T 2X80 TEKS Q ,C E m a N� BILL OF MATERIALS z Flb o N Z W J .- DESCRIPTION 2" X 2" x j" Aluminum Angles "Z " Aluminum bracket Tek Screws #10 x 1" Tek Screws #12 x 1" F N x7 N 0 N W O O O O w w a v X •=kv co z 0 0 w z a w 0 0 w z w 0 z ce 0 CL 0 to �o z8 0 w c� z — N a U) `(ow Lo 0a 0) 0 U SIDE MASONRY MOUNTS Customer Name: ST ZACHARY CATHOLIC CHURCH 0 0 'Cr L() co M N co T— 860218 -3B -S 3f F •§- 0 ;0 TEK-20mm-C-32x80 ce co 'T to a 0 1 Exhibit B Page 23 of 23 ODES PLAINES ILLINOIS COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5380 desplaines.org Date: July 7, 2016 To: Michael G. Bartholomew, MCP, LEED AP, City Manager From: Lauren Pruss, AICP, Economic Development Coordinator Subject: Map Amendment, Final Planned Unit Development and Final Plat of Subdivision at: 783-841 Lee Street, (Located between Lee and Center Streets), Case #16 -037 -PUD -SUB, 6th Ward Issue: A Final Planned Unit Development (PUD) is requested under Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the construction of 58 Townhomes on approximately 3.1 acres as the Lexington Point PUD with requested PUD exceptions from the R-4, Central Core Residential Zoning District standards for lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet, setbacks as small as 6 -feet (front yard) instead of not less than 12 -feet and 10 -feet (rear yard) instead of not less than 25 -feet; A Final Plat of Subdivision is requested to create the Lexington Pointe Subdivision with 13 lots. Analysis: Owners: Petitioner: Case Number: Real Estate Index Numbers Existing Zoning Existing Land Use Final Planned Unit Development Report Jim Moehling, 301 N. Bay, Lake Barrington, IL 60010 Lexington Des Plaines LLC, 1731 Marcey Street, Suite 200, Chicago, IL 60614 16 -037 -PUD -SUB 09-20-200-011-0000, 09-20-200-012-0000, 09-20-200-013-0000, 09-20-200-023-0000, 09-20-200-037-0000, 09-20-200-038-0000, 09-20-200-039-0000, 09-20-200-040-0000, 09-20-200-043-0000, 09-20-200-044-0000, 09-20-200-045-0000, 09-20-200-047-0000 R-4, Central Core Residential Partially Vacant shopping Center, Church, Vacant Banquet Hall, Parking Page 1 of 74 Surrounding Zoning North: C-5, Central Business Commercial District South: C-5, Central Business Commercial District East: R-4, Central Core Residential West: C-5, Central Business Commercial District Surrounding Land Use North: Commercial (Banks/Offices) South: Place of Worship East: Multi -Family Residential West: Commercial Street Classification The Comprehensive Plan designates Lee Street as an arterial and Center Street as a local street. Comprehensive Planl High Density Mixed -Use is the recommended use of the property. Development Schedule 2.5-3 year anticipated construction period beginning in Fall 2016 Project Description The proposed through -block townhome development would incorporate 3.12 acres of land with approximately 558 feet of frontage on Lee Street and 415 feet of frontage on Center Street. The property was rezoned to the R-4, Downtown Core Residential Zoning District in 2015. Twelve townhome buildings, organized into four rows of townhomes are proposed on the site. The four westernmost buildings would front on Lee Street (22 units), the three easternmost buildings (12 units) would front on Center Street, while four of the interior buildings (20 units) would face each other with a 30 -foot wide landscaped courtyard with walkway separating the structures, and the remaining 6 -unit building would front a "Central Commons." Vehicular access would be provided by two curb -cuts off of Center Street. Two -car garages on the first level of the units meet the minimum parking requirement of 2.0 spaces per dwelling unit. Additionally, 22 off-street surface parking spaces are proposed. Eleven of the three-level townhomes would have two bedrooms, while the remaining 47 would be three-bedroom units. Planned Unit Development Findings As required, the proposed development is reviewed below in terms of the findings contained in Section 12- 3-5.E. of the Zoning Ordinance: A. The extent to which the Proposed Plan is or is not consistent with the stated purpose of the PUD regulations in Section 12-3-5.E.: Comment: The proposed plan is consistent with the stated purpose of Section 12-3-5.E. of the Zoning Ordinance in that the proposed townhome development would allow for a more efficient use of land resulting in more economic networks of utilities, streets and other facilities not be possible under the strict application of the Zoning Ordinance. As a townhouse PUD the development does not require lots to front on a public street as would normally be required, thus allowing additional townhome buildings in the middle of the site. Additionally, the proposed site plan is in substantial conformance with the approved preliminary PUD plan. B. The extent to which the proposed plan meets the prerequisites and standards of the planned unit development regulations: Comment: The proposed Planned Unit Development meets all PUD requirements contained in Section 12- 3-5 of the Zoning Ordinance as it would be located in the R-4 zoning district that permits PUDs, it meets the Page 2 of 74 minimum size standard of two acres, as it is 3.12 acres in size, and the land is under unified control of Lexington Homes, LLC as the contract purchaser. C. The extent to which the proposed plan departs from the applicable zoning and subdivision regulations otherwise applicable to the subject property, including, but not limited to the density, dimension, area, bulk, and use and the reasons why such departures are or are not deemed to be in the public interest: Comment: The proposed development would meet or exceed the following applicable zoning regulations if the property is reclassified to the R-4, Central Core Residential District: • Minimum size for PUD; Two acres are required; the total site is 3.12 acres; • Maximum building coverage (Not applicable in R-4, Central Core Residential); • Parking requirements; 116 spaces (2/unit) are required; 146 are proposed; • Building Height; A maximum height of 80' would be allowed in the R-4 District and a maximum of 34.5' is proposed; • Compatibility with surrounding properties; while the project is not expected to be detrimental to surrounding properties, it would alter the character of the downtown core by introducing low -scale moderate density housing to a commercial corridor within the downtown core. The character of the development would not be complementary with the commercial development adjacent to the site to the north and on the opposite side of Lee Street; • Traffic (Adequate provision for safe ingress and egress and minimal traffic congestion per traffic study); and • General Design; The general design of the development is not expected to be detrimental to the public health, safety or general welfare. Although there was significant discussion regarding the compatibility of the project with the downtown urban core at preliminary approval, the proposed development was ultimately approved by the City Council after the applicant reduced the density of the development and increased the proposed parking and the amount of brick on the front and side elevations of the buildings. Since preliminary approval, staff and the applicant have worked together to further improve the elevations and landscaping with this final submittal. Additional street trees have been provided along both Lee and Center Streets. Additionally, the applicant has modified the proposed building materials and will now construct the units with full first floor brick on all four elevations. Finally, the applicant has agreed to provide a previously optional box bay window on the side elevations as a standard design element on a number of side elevations which staff determined were high visibility. In addition to proposed Map Amendment to classify the property within the R-4 Zoning District, Planned Unit Development exceptions are requested for: • (1) Lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet. The proposed lot sizes are smaller than what is allowed by code. The development does exceed the minimum lot area required per unit of 800 square feet per two bedroom unit and 1,000 square feet per three bedroom unit in the R-4 District and a common open space in front of Building 6 is provided. • (2) Front -yard setbacks of as little as 6' instead of not less than 12', and rear -yard setbacks of 10 -feet instead of not less than 25 -feet. The setbacks are proposed to be measured from the perimeter of the property as opposed to from the individual lots that are proposed to be created for each building. The reduced front setbacks are appropriate in the downtown, where much of the development is at zero lot -line, however, the buildings would have a strong presence on the street without the gaps in between the buildings that comprise the street wall. Page 3 of 74 D. The extent to which the physical design of the proposed development does or does not make adequate provision for public services, provide adequate control of vehicular traffic, provide for, protect open space, and further the amenities of light and air, recreation and visual enjoyment: Comment: After reviewing the petitioner's preliminary building and site improvement plans, it appears that the proposed development is making adequate provision for the necessary infrastructure. Comments and conditions from the Public Works and Engineering Department further address this issue. Pedestrian access to the site would be provided by a continuation of the sidewalk network. Conditions of approval address the need to improve the connectivity of the sidewalk network and width of proposed sidewalks. A "Central Commons" in front of building 6 would provide some open space and two benches. The control of vehicular traffic is addressed by the petitioner's professional traffic study, which was performed by Kenig Lindgren, O'Hara, and Aboona, Inc. of Rosemont, IL and was submitted as part of Map Amendment, Preliminary PUD, and Tentative Plat approval case #14 -073 -PUD -SUB -MAP. The study concluded, "The site is well located with respect to the current roadways. Its proximity to downtown Des Plaines and to the Metra train station will help reduce the amount of trips generated. The number of trips expected to be generated by the proposed townhome development will be low. The addition of the site generated traffic is projected to have little to no significant impact on the studied intersections. The increase in delay at the studied intersections will not be significant and will not affect the operational characteristics of the intersections. The proposed access with two full ingress/egress access points on Center Street will be adequate in accommodating site traffic" The City's Engineering Division reviewed the traffic study. E. The extent to which the relationship and compatibility of the proposed development is beneficial or adverse to adjacent properties and neighborhood: Comment: The proposed architecture has been revised since approval of the preliminary planned unit development. Due to concerns regarding the proposed architecture expressed by staff and the City Council, the ordinance approving the preliminary PUD contained a condition stating "The Petitioner must revise the proposed elevations and site plans for the Subject Property so that the Proposed Development is, in the sole judgment of the City Zoning Administrator, more compatible with the urban context of downtown Des Plaines, which revisions must include, without limitation, the use of higher quality materials, such as masonry." In response to this condition, staff and the applicant have worked together to further improve the elevations with this final submittal. The applicant has modified the proposed building materials and will now construct the units with full first floor brick on all four elevations. Finally, the applicant has agreed to provide a previously optional box bay window on the side elevations as a standard design element on a number of side elevations which staff determined were high visibility. As such, the proposed Final PUD is more compatible with the urban context of the surrounding area and the proposed density is consistent with the applied R-4 zoning district. F. The extent to which the proposed plan is not desirable to physical development, tax base and economic well-being of the entire community: Comment: The proposed townhouse use of the site would likely increase the value of the properties on site and increase the tax base over the existing mostly vacant commercial uses, surface parking lots, and institutional uses. Once the townhomes are built and occupied, there will be greater demands on city services, city streets and other public facilities. It is assumed that the city's current public services and public facilities will be able to handle the increased need for services at this downtown location without being overburdened. In contrast, the additional population created by the proposed development will increase the demand for retail and service establishments which will, in turn, generate additional tax revenue for the City. Page 4 of 74 G. The extent to which the proposed plan is in conformity with the recommendations of the 2007 Comprehensive Plan: Comment: The 2007 City of Des Plaines Comprehensive Plan designates the area where the site is located as an area of proposed change and recommends High Density Mixed -Use for this site. As defined by the Plan, High -Density Mixed -Use is an area containing a mix of uses within the same building with retail or entertainment uses on the ground floor and office, commercial services and residential above. The recommended residential density would be 43 dwelling units per acre, while the proposed strictly residential development provides approximately 20 units per acre. PUD and Map Amendment Issues/Considerations: 1. The proposed Map Amendment would effectively shrink the Downtown Central Business District by moving the southern boundary and would create inconsistencies with the long-range land use vision expressed in the Comprehensive Plan and with the existing zoning and land use of surrounding properties. The proposed site is one of the few sites large enough to accommodate the type of large- scale mixed-use development allowed in the Central Business Zoning District. Final Plat Report Name of Subdivision: Lexington Pointe Address: 783-841 Lee Street, (Located between Lee and Center Streets) Request: Approval of a Tentative Plat of Subdivision consisting of 13 lots Total Size of Subdivision: 3.12 acres General Information Lot Descriptions and Construction Plans: The Final plat shows the existing lots being resubdivided into 13 lots. Each of Lots #1-12 would contain one townhome building ranging from four to 6 units. These lots range in size from 4,992 square feet in size to 7,202 square feet in size. Additionally, Lot #13 (65,106 square feet) would extend to the perimeter of the site and contain common areas such as vehicular driveways, surface parking spaces, and the open space in front of Lot # 6. A PUD exception is requested for lot sizes of less than 10,000 square feet, however, no Variations to the Subdivision regulations are requested at this time. Recent Text Amendments (Case #12 -078 -TA) eased restrictions regarding the subdivision frontage requirements and minimum lot depth requirements for townhome Planned Unit Developments. Final Plat Comments 1. If approved, the Final Plat must show the Name of the Owner(s) and notarized signatures; 2. The Final Plat must show the proper easement provisions and signature lines and have them signed by all the public service utilities; 3. On the Final Plat, the petitioner shall sign the owner certificate(s) and have them notarized. 4. The Final Plat must show Municipal Boundaries. Planning and Zoning Board Procedure The Planning and Zoning Board may vote to recommend approval, approval with modifications, or disapproval. The City Council has final authority over the Final PUD. Page 5 of 74 Staff Recommendations: • The Department of Community and Economic Development recommends approval of the Final Planned Unit Development and Final Plat of Subdivision subject to the following conditions. • The Public Works and Engineering Department recommends approval of the Final PUD and Final Plat of Subdivision, subject to conditions #1 and #2 below. • The Des Plaines Fire Department recommends approval of the Final PUD and Final Plat of Subdivision. Conditions: 1. The petitioner shall submit subdivision lighting plans to the satisfaction of the Director of Public Works and Engineering. 2. The petitioner shall provide covenants and declarations for review and recording, which shall indicate that maintenance of utilities (with the exception of water mains), snow plowing, pavement maintenance, and lawn cutting is the responsibility of the homeowners association. 3. The petitioner shall construct, or pay the City to construct the Lee Street streetscape in accordance with the Downtown Streetscape Master Plan. 4. The side elevations of the following buildings shall provide the proposed optional window bay as a standard architectural feature on the following side elevations: a. Right side elevation building 1 b. Right side elevation building 2 c. Left and right side elevations building 4 d. Left and right side elevations building 5 e. Left and right side elevations building 9 f. Left side elevation building 11 g. Left side elevation building 12 Under Section 12-3-5 (Planned Unit Developments) of the Zoning Ordinance the City Council has the authority to approve, approve with modifications, or disapprove the above-mentioned Preliminary Planned Unit Development. It is requested that this item be placed on the Committee of the Whole agenda at the July 18, 2016 City Council meeting. Attachments: Attachment 1: Approved Preliminary Building Elevations Attachment 2: Location Map Attachment 3: Site and Context Photos Attachment 4: Planning Zoning Board Meeting Minutes of June 28, 2016 Attachment 5: Letter from the Planning and Zoning Board to the Mayor Ordinance Z — 17-16 Approving a final plat of planned unit development with permitted exceptions and a final plat of subdivision for the property located at 783-841 Lee Street, Des Plaines, IL. Exhibits: Exhibit A: Planned Unit Development Plat/Lexington Pointe, prepared by Haeger Engineering, and dated May 26, 2016. Page 6 of 74 Exhibit B: Final Plat of Lexington Pointe (3 sheets), prepared by Haeger Engineering, and dated May 26, 2016. Exhibit C: Lexington Pointe Site Improvement Plans (24 sheets), prepared by Haeger Engineering, and stamped approved on June 22, 2016. Exhibit D: Character Elevations (15 sheets), prepared by BSB Designs, and dated June 28, 2016. Exhibit E: Landscape Plan, prepared by Krogstad Land Design Limited, and dated June 21, 2016. Exhibit F: Lighting, Signage, and Striping Plan, prepared by Haeger Engineering, and dated June 20, 2016. Exhibit G: Unconditional Agreement and Consent Page 7 of 74 -pp 2-16-2015 BSB og of 28 DESIGN w irl III III '11'1' 1,11111 1_ 1 I -_,71E.7 1 1 1 Il Lexington Homes Unit 530 Front Elevation Assembly Unit 510 A Unit 530 INT Character Elevations Unit 510 B Unit 520 END Lexington Pointe Lee Street, Des Plaines, IL babdesign.corn Attachment 1 Lexington Homes Unit 530 Left Elevation Assembly - Typical Character Elevations Unit 520 Right Elevation Assembly - Typical Lexington Pointe Lee Street, Des Plaines, IL bspdesign.com Ateav o0141rectIn. anti <Munn Wont atliy. WV aro ,van Anne tInsiort corvaidemaiarex upplketde codes, nrfti MFP,50,6,1 meluVernewfx arui ohm / Roorgan changes, i*.) Attachment 1 10-16-2015 11111-11$ BSB 2015 BSB Dery Inc, DESIGN Pllggel9 of 78 _T -I - . t.'.- r F.T. — II ' I I ::- 1 1 I 1 7 I 1 1 Lexington Homes Unit 530 Left Elevation Assembly - Typical Character Elevations Unit 520 Right Elevation Assembly - Typical Lexington Pointe Lee Street, Des Plaines, IL bspdesign.com Ateav o0141rectIn. anti <Munn Wont atliy. WV aro ,van Anne tInsiort corvaidemaiarex upplketde codes, nrfti MFP,50,6,1 meluVernewfx arui ohm / Roorgan changes, i*.) Attachment 1 10-16-2015 11111-11$ BSB 2015 BSB Dery Inc, DESIGN Pllggel9 of 78 112•10 10-16-2015 BSB ��ragezuof28GESIGM Lexington Homes I 1 I1111-11711111111 II 111 � 1111111111111`1111 .11 : 1 Unit520 END Rear Elevation Assembly ::GALE 1/ I, -p' Unit 510 B Unit530 INT Character Elevations Unit 510 A Unit 530 Lexington Pointe Lee Street, Des Plaines, IL babdesign.axn Attachment 1 10 ice• --0._ In IN ii =1 n • •• - L_Iuuiuu 'Le1laJuuuu ❑tn■n•❑ n. an❑ I■❑■1-J•n❑ n❑■■■CI❑ 1-71 FM PAWN In nn.m■n 1 ❑❑71 NE i nn.nnnin :•noon■ n■ ■ nnnn nn nm n n❑❑n i❑ . ❑❑II J❑nnn ❑ In❑ I Unit520 END Rear Elevation Assembly ::GALE 1/ I, -p' Unit 510 B Unit530 INT Character Elevations Unit 510 A Unit 530 Lexington Pointe Lee Street, Des Plaines, IL babdesign.axn Attachment 1 Attachment 2, Location Map - 783-841 Lee Street Prepared by Community and Economic Development Department: SM, October 20, 2014 Attachment 2 Page 11 of 74 Site Photos 783-841 Lee Street — View North on Lee St. from adjacent Church 783-841 Lee Street — View South on Lee St. from adjacent Bank 783-841 Lee Street — Former Banquet Hall on property 783-841 Lee Street — Existing Church on property Attachment 3 Page 12 of 74 ite Phot A ee treet — i iew o ite rom enter _ tree u 83-841 Lee Street — View North on Center from ad'acent Churci r 8 -8A Lee _ tr • et — ie _111WIT E • nter Stree Attachment 3 Page 13 of 74 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 23 NAYES: None 6. Address: ***MOTION CARRIED UNANIMOUSLY*** 783-841 Lee Street Case Number: 16 -037 -PUD -SUB A Final Planned Unit Development (PUD) is requested under Section 3.5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the construction of 58 Townhomes on approximately 3.1 acres as the Lexington Pointe PUD with requested PUD exceptions from the R-4, Central Core Residential Zoning District standards for lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet, setbacks as small as 6 -feet (front yard) instead of not less than 12 -feet and 10 -feet (rear yard) instead of not less than 25 -feet; A Final Plat of Subdivision to create the Lexington Pointe Subdivision with 13 lots; PINs: 09 -20 -200 -011 -0000,09-20-200-012-0000,09-20-200-013-0000,09-20-200-023-0000, 09-20-200-037-0000, 09-20-200-038-0000, 09-20-200-039-0000, 09-20-200-040-0000, 09-20-200-043-0000, 09-20-200-044-0000, 09-20-200-045-0000, 09-20-200-046-0000, 09-20-200-047-0000. Petitioner: Lexington Homes, 1731 Marcey Street, Suite 200, Chicago, IL 60614 Owner: Jim Moehling, 301 N. Bay, Lake Barrington, IL 60010 Chairman Szabo swore in Lawrence M. Freedman, Ash, Anos, Freedman & Logan, LLC, 77 West Washington, Suite 1211, Chicago, IL; Jay W. Cox, Project Manager, BSB Design, 1540 E. Dundee Road, Suite 310, Palatine, IL; Josh Terpstra, PE, Project Engineer, Haeger Engineering LLC, 1304 Plum Grove Road, Schaumburg, IL; Karl T. Krogstad, Pla, LEED AP, President, Krogstad, 519 Pembrook Ct. N, Crystal Lake, IL & William J. Rotolo, Vice President of Land Acquisitions & Government Relations, Lexington Homes, 1731 N. Marcey Street, Suite 200, Chicago, IL 60614. Mr. Freedman, Attorney, introduced himself and advised there was a Preliminary Approval and now they are requesting Final Approval. Mr. Terpstra provided comments and changes since the Preliminary proposal: • 12 buildings; 58 units • access from Center Street • alleyways to each garage • sidewalk system Changes are: • sidewalk connections in 2 areas • sidewalk in interior areas to 5 ft. with curb stops Attachment 4 Page 14 of 74 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 24 Mr. Krogstad offered landscaping changes: • added trees • changed species • signage on Lee Street (dimensions, etc.); monument sign was illustrated Mr. Cox, Architect, noted building changes: • elevations are consistent • on front elevation, materials were added • on side elevation, brick has been lowered Chairman Szabo asked if the Board has any questions. Chairman Szabo asked where the Lexington sign is located. Mr. Krogstad illustrated same. Board Member Hofherr asked: • if there are other towns with similar projects. Mr. Rotolo advised — yes, in Rolling Meadows, Palatine, etc. • if those townhomes are the same size. Mr. Rotolo stated — almost the same size Board Member Schell asked Staff if a traffic study was done. Coordinator Pruss advised — yes, and was approved. Chairman Szabo asked: • what landscape changes there are. Mr. Krogstad advised o perennials o planting shrubs o shade trees (flowering) o Evergreen on corners • how large the trees are. Mr. Krogstad advised — 2 '/2 inch trees • if Petitioner had discussions with the Church. Mr. Freedman advised — yes, initially Board Member Hofherr asked if the starting price is in the $300s. Mr. Rotolo advised — they start at $309,000 (with granite as standard); typical buyer is between 35-45 years of age. Chairman Szabo asked if anyone in the audience is in favor of the proposal. No one responded. He asked if anyone objects to this proposal. The following came forward and were sworn in: • Christine C. Schap Chairman, Immanuel Lutheran Church and School, 1790 Dexter Lane Ms. Schap advised there was a meeting about the fence issue. She stated no choice was given. A solid fence needs to be placed between the properties. If this is not done, snow will be plowed between the fence into our property which we don't want to deal with. She noted parking will be an issue as there is not enough parking. We have asked repeatedly to install a solid wood fence as a barrier. Please consider this to alleviate our concerns. Attachment 4 Page 15 of 74 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 25 • Ilisa Farrell Broker, Coldwell Banker Ms. Farrell asked if the banquet hall is still part of this project. Coordinator Pruss advised — it is. She is concerned about parking and where overflow will go; there is not enough parking at the development Ms. Schap returned to add comments about parking. She noted at Thacker & Lee, the business there is renting parking space at this development. They requested 10-12 parking spaces at the church which was declined. This development will add to the parking crisis. That business could be driven out of Des Plaines. Mr. Freedman replied these are not new issues; modifications were made to parking. He noted the fence issues were also resolved, and City Council recommended our proposed fence. Board Member Saletnik asked what kind of fence is intended. Mr. Krogstad advised — a 5 ft. ornamental aluminum fence with landscaping. Two fences (one solid and one aluminum ornamental) were proposed. Board Member Saletnik stated since there is white on the buildings, why not have a white vinyl solid fence? Mr. Rotolo stated — we like to have more natural -looking fences; we have never used one ever. Lauren stated she believes the style is in keeping with the City's intention for the downtown corridor. Chairman Szabo asked if the Board has further questions. Coordinator Pruss provided the Staff Report. She referred to today's memorandum (which was distributed) and read same. Issue: A Final Planned Unit Development (PUD) is requested under Section 12-3-5 of the 1998 City of Des Plaines Zoning Ordinance, as amended, to allow for the construction of 58 Townhomes on approximately 3.1 acres as the Lexington Point PUD with requested PUD exceptions from the R-4, Central Core Residential Zoning District standards for lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet, setbacks as small as 6 -feet (front yard) instead of not less than 12 -feet and 10 -feet (rear yard) instead of not less than 25 -feet; A Final Plat of Subdivision is requested to create the Lexington Pointe Subdivision with 13 lots. Analysis: Since the distribution of the staff report, the applicant and Staff have continued to work towards resolution of the outstanding conditions for approval. Significant progress has been made, and staff now has the following recommendations: Final Planned Unit Development Report Owners: Jim Moehling, 301 N. Bay, Lake Barrington, IL 60010 Petitioner: Lexington Des Plaines LLC, 1731 Marcey Street, Suite 200, Chicago, IL 60614 Attachment 4 Page 16 of 74 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 26 Case Number: 16 -023 -PUD -SUB Real Estate Index Numbers 09-20-200-011-0000,09-20-200-012-0000,09-20-200-013-0000, 09-20-200-023-0000, 09-20-200-037-0000, 09-20-200-038-0000, 09-20-200-039-0000,09-20-200-040-0000,09-20-200-043-0000, 09-20-200-044-0000,09-20-200-045-0000,09-20-200-047-0000 Existing Zoning R-4, Central Core Residential Existing Land Use Partially Vacant shopping Center, Church, Vacant Banquet Hall, Parking Surrounding Zoning Surrounding Land Use Street Classification North: C-5, Central Business Commercial District South: C-5, Central Business Commercial District East: R-4, Central Core Residential West: C-5, Central Business Commercial District North: Commercial (Banks/Offices) South: Place of Worship East: Multi -Family Residential West: Commercial The Comprehensive Plan designates Lee Street as an arterial and Center Street as a local street. Comprehensive Planl High Density Mixed -Use is the recommended use of the property. Development Schedule 2.5-3 year anticipated construction period beginning in Fall 2016 Project Description The proposed through -block townhome development would incorporate 3.12 acres of land with approximately 558 feet of frontage on Lee Street and 415 feet of frontage on Center Street. The property was rezoned to the R-4, Downtown Core Residential Zoning District in 2015. Twelve townhome buildings, organized into four rows of townhomes are proposed on the site. The four westernmost buildings would front on Lee Street (22 units), the three easternmost buildings (12 units) would front on Center Street, while four of the interior buildings (20 units) would face each other with a 30 -foot wide landscaped courtyard with walkway separating the structures, and the remaining 6 -unit building would front a "Central Commons." Vehicular access would be provided by two curb -cuts off of Center Street. Two -car garages on the first level of the units meet the minimum parking requirement of 2.0 spaces per dwelling unit. Additionally, 22 off-street surface parking spaces are proposed. Eleven of the three-level townhomes would have two bedrooms, while the remaining 47 would be three-bedroom units. Attachment 4 Page 17 of 74 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 27 Planned Unit Development Findings As required, the proposed development is reviewed below in terms of the findings contained in Section 12- 3-5.E. of the Zoning Ordinance: A. The extent to which the Proposed Plan is or is not consistent with the stated purpose of the PUD regulations in Section 12-3-5.E.: Comment: The proposed plan is consistent with the stated purpose of Section 12-3-5.E. of the Zoning Ordinance in that the proposed townhome development would allow for a more efficient use of land resulting in more economic networks of utilities, streets and other facilities not be possible under the strict application of the Zoning Ordinance. As a townhouse PUD the development does not require lots to front on a public street as would normally be required, thus allowing additional townhome buildings in the middle of the site. Additionally, the proposed site plan is in substantial conformance with the approved preliminary PUD plan. B. The extent to which the proposed plan meets the prerequisites and standards of the planned unit development regulations: Comment: The proposed Planned Unit Development meets all PUD requirements contained in Section 12-3-5 of the Zoning Ordinance as it would be located in the R-4 zoning district that permits PUDs, it meets the minimum size standard of two acres, as it is 3.12 acres in size, and the land is under unified control of Lexington Homes, LLC as the contract purchaser. C. The extent to which the proposed plan departs from the applicable zoning and subdivision regulations otherwise applicable to the subject property, including, but not limited to the density, dimension, area, bulk, and use and the reasons why such departures are or are not deemed to be in the public interest: Comment: The proposed development would meet or exceed the following applicable zoning regulations if the property is reclassified to the R-4, Central Core Residential District: • Minimum size for PUD; Two acres are required; the total site is 3.12 acres; • Maximum building coverage (Not applicable in R-4, Central Core Residential); • Parking requirements; 116 spaces (2/unit) are required; 146 are proposed; • Building Height; A maximum height of 80' would be allowed in the R-4 District and a maximum of 34.5' is proposed; • Compatibility with surrounding properties; while the project is not expected to be detrimental to surrounding properties, it would alter the character of the downtown core by introducing low -scale moderate density housing to a commercial corridor within the downtown core. The character of the development would not be complementary with the commercial development adjacent to the site to the north and on the opposite side of Lee Street; • Traffic (Adequate provision for safe ingress and egress and minimal traffic congestion per traffic study); and Attachment 4 Page 18 of 74 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 28 • General Design; The general design of the development is not expected to be detrimental to the public health, safety or general welfare. Although there was significant discussion regarding the compatibility of the project with the downtown urban core at preliminary approval, the proposed development was ultimately approved by the City Council after the applicant reduced the density of the development and increased the proposed parking and the amount of brick on the front and side elevations of the buildings. Additionally, staff is working with the applicant to further improve the elevations and landscaping with this submittal. In addition to proposed Map Amendment to classify the property within the R-4 Zoning District, Planned Unit Development exceptions are requested for: • (1) Lot sizes as small as 4,992 square feet, instead of not less than 10,000 square feet. The proposed lot sizes are smaller than what is allowed by code. The development does exceed the minimum lot area required per unit of 800 square feet per two bedroom unit and 1,000 square feet per three bedroom unit in the R-4 District and a common open space in front of building 6 is provided. • (2) Front -yard setbacks of as little as 6' instead of not less than 12', and rear -yard setbacks of 10 - feet instead of not less than 25 -feet. The setbacks are proposed to be measured from the perimeter of the property as opposed to from the individual lots that are proposed to be created for each building. The reduced front setbacks are appropriate in the downtown, where much of the development is at zero lot -line, however, the buildings would have a strong presence on the street without the gaps in between the buildings that comprise the street wall. D. The extent to which the physical design of the proposed development does or does not make adequate provision for public services, provide adequate control of vehicular traffic, provide for, protect open space, and further the amenities of light and air, recreation and visual enjoyment: Comment: After reviewing the petitioner's preliminary building and site improvement plans; it appears that the proposed development is making adequate provision for the necessary infrastructure. Comments and conditions from the Public Works and Engineering Department further address this issue. Pedestrian access to the site would be provided by a continuation of the sidewalk network. Conditions of approval address the need to improve the connectivity of the sidewalk network and width of proposed sidewalks. A "Central Commons" in front of building 6 would provide some open space and two benches. The control of vehicular traffic is addressed by the petitioner's professional traffic study, which was performed by Kenig Lindgren, O'Hara, and Aboona, Inc. of Rosemont, IL and was submitted as part of Map Amendment, Preliminary PUD, and Tentative Plat approval case #14 -073 -PUD -SUB -MAP. The study concluded, "The site is well located with respect to the current roadways. Its proximity to downtown Des Plaines and to the Metra train station will help reduce the amount of trips generated. The number of trips expected to be generated by the proposed townhome development will be low. The addition of the site generated traffic is projected to have little to no significant impact on the studied intersections. The increase in delay at the studied intersections will not be significant and will not affect the operational characteristics of the intersections. The proposed access with two full ingress/egress access points on Center Street will be adequate in accommodating site traffic" The City's Engineering Division reviewed the traffic study. Attachment 4 Page 19 of 74 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 29 E. The extent to which the relationship and compatibility of the proposed development is beneficial or adverse to adjacent properties and neighborhood: Comment: The proposed architecture has been revised since approval of the preliminary planned unit development. Due to concerns regarding the proposed architecture expressed by staff and the City Council, the ordinance approving the preliminary PUD contained a condition stating "The Petitioner must revise the proposed elevations and site plans for the Subject Property so that the Proposed Development is, in the sole judgment of the City Zoning Administrator, more compatible with the urban context of downtown Des Plaines, which revisions must include, without limitation, the use of higher quality materials, such as masonry." In response to this condition, the architectural plans submitted with the final application have been revised to add first floor brick to the side elevations and additional brick on the front elevations. In addition to these revisions, staff has included a condition for approval which will require the applicant to further refine the side building elevations and add brick to the rear of those units which face the "Central Commons." As such, the proposed Final PUD is more compatible with the urban context of the surrounding area and the proposed density is consistent with the applied R-4 zoning district. F. The extent to which the proposed plan is not desirable to physical development, tax base and economic well-being of the entire community: Comment: The proposed townhouse use of the site would likely increase the value of the properties on site and increase the tax base over the existing mostly vacant commercial uses, surface parking lots, and institutional uses. Once the townhomes are built and occupied, there will be greater demands on city services, city streets and other public facilities. It is assumed that the city's current public services and public facilities will be able to handle the increased need for services at this downtown location without being overburdened. In contrast, the additional population created by the proposed development will increase the demand for retail and service establishments which will, in turn, generate additional tax revenue for the City. G. The extent to which the proposed plan is in conformity with the recommendations of the 2007 Comprehensive Plan: Comment: The 2007 City of Des Plaines Comprehensive Plan designates the area where the site is located as an area of proposed change and recommends High Density Mixed -Use for this site. As defined by the Plan, High -Density Mixed -Use is an area containing a mix of uses within the same building with retail or entertainment uses on the ground floor and office, commercial services and residential above. The recommended residential density would be 43 dwelling units per acre, while the proposed strictly residential development provides approximately 20 units per acre. PUD and Map Amendment Issues/Considerations: 1. The proposed Map Amendment would effectively shrink the Downtown Central Business District by moving the southern boundary and would create inconsistencies with the long-range land use vision expressed in the Comprehensive Plan and with the existing zoning and land use of Attachment 4 Page 20 of 74 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 30 surrounding properties. The proposed site is one of the few sites large enough to accommodate the type of large-scale mixed-use development allowed in the Central Business Zoning District. Tentative Plat Report Name of Subdivision: Lexington Pointe Address: 783-841 Lee Street, (Located between Lee and Center Streets) Request: Approval of a Tentative Plat of Subdivision consisting of 13 lots Total Acreage of Resubdivision: 3.12 acres General Information Lot Descriptions and Construction Plans: The Final plat shows the existing lots being resubdivided into 13 lots. Each of Lots #1-12 would contain one townhome building ranging from four to 6 units. These lots range in size from 4,992 square feet in size to 7,202 square feet in size. Additionally, Lot #13 (65,106 square feet) would extend to the perimeter of the site and contain common areas such as vehicular driveways, surface parking spaces, and the open space in front of Lot # 6. A PUD exception is requested for lot sizes of less than 10,000 square feet, however, no Variations to the Subdivision regulations are requested at this time. Recent Text Amendments (Case #12 -078 -TA) eased restrictions regarding the subdivision frontage requirements and minimum lot depth requirements for townhome Planned Unit Developments. Final Plat Comments 1. If approved, the Final Plat must show the Name of the Owner(s) and notarized signatures; 2. The Final Plat must show the proper easement provisions and signature lines and have them signed by all the public service utilities; 3. On the Final Plat, the petitioner shall sign the owner certificate(s) and have them notarized. 4. The Final Plat must show Municipal Boundaries. Planning and Zoning Board Procedure The Planning and Zoning Board may vote to recommend approval, approval with modifications, or disapproval. The City Council has final authority over the Final PUD. Staff Recommendations: • The Department of Community and Economic Development recommends approval of the Final Planned Unit Development and Final Plat of Subdivision subject to the following conditions. • The Public Works and Engineering Department recommends approval of the Final PUD and Final Plat of Subdivision, subject to condition #1 and #3 below. Attachment 4 Page 21 of 74 Case #16-021--PUD-MAP-240-310 Potter Road -Map Amendment, Planned Unit Development Case #16-030-V-567 West Algonquin Avenue -Variation Request Case #16-032-V-955 E. Grant Drive -Variation Request Case #16-035-V-1385 Brown -Variation Request Case #16-036-V-835 E. Grant Drive -Variation Request Case #16 -010 -SUB -395 Eighth Avenue -Final Plat of Subdivision Case #16 -037 -PUD -SUB -783-841 Lee Street -Final Planned Unit Development Case #16 -025 -CU -445 S. River Road -Conditional Use Permit June 28, 2016 Page 31 • The Des Plaines Fire Department recommends approval of the Final PUD and Final Plat of Subdivision. Conditions: 1. The petitioner shall submit subdivision lighting plans to the satisfaction of the Director of Public Works and Engineering. 2. The petitioner shall provide covenants and declarations for review and recording, which shall indicate that maintenance of utilities (with the exception of water mains), snow plowing, pavement maintenance, and lawn cutting is the responsibility of the homeowners association. 3. The petitioner shall construct, or pay the City to construct the Lee Street streetscape in accordance with the Downtown Streetscape Master Plan. 4. The side elevations of the following buildings shall provide the proposed optional window bay as a standard architectural feature on the following side elevations: a. Right side elevation building 1 b. Right side elevation building 2 c. Left and right side elevations Building 4 d. Left and right side elevations building 5 e. Left and right side elevations building 9 f. Left side elevation building 11 g. Left side elevation Building 12 Planning and Zoning Board Procedure: The Planning and Zoning Board may vote to recommend approval, approval with modifications, or disapproval. The City Council has final authority over the Final PUD and Final Plat. Board Member Catalano asked if Petitioner is aware of the Conditions. Mr. Freedman stated — they are. Board Member Saletnik stated: • he embraces this development as Des Plaines needs a shot in the arm • he likes the architecture of Lexington Homes • this is designed to be a walking environment; residents will take the train • he welcomes Petitioner to Des Plaines Chairman Szabo stated he concurs. This will help the churches, stores (to be opened), restaurants, etc. A motion was made by Board Member Hofherr, seconded by Board Member Catalano, to recommend approval to City Council with Conditions as proposed on the June 28, 2016 memorandum. AYES: Hofherr, Catalano, Green, Bader, Saletnik, Szabo NAYES: Schell ***MOTION CARRIED UNANIMOUSLY*** Attachment 4 Page 22 of 74 ODEsPLAINES ILLINOIS June 29, 2016 Mayor Bogusz and Des Plaines City Council CITY OF DES PLAINES Community & Economic Development 1420 Miner Street, Des Plaines, IL 60016 P: 847.391.5380 1 W: desplaines.org Subject: Planning and Zoning Board, Map Amendment, Preliminary Planned Unit Development and Tentative Plat of Subdivision at: 783-841 Lee Street, (Located between Lee and Center Streets), Case #16 -037 -PUD -SUB RE: Request to authorize Final Planned Unit Development and Final Plat of Subdivision Honorable Mayor and Members of the Des Plaines City Council: The Planning and Zoning Board Commission met on June 28, 2016 to consider the above petition. The Planning and Zoning Board submits the following: 1. Mr. Lawrence M. Freedman, representing the Petitioner, presented the pertinent facts. 2. The Community and Economic Development Department recommended approval of the requested final plat and final planned unit development subject to the following conditions: 1. The petitioner shall submit subdivision lighting plans to the satisfaction of the Director of Public Works and Engineering. 2. The petitioner shall provide covenants and declarations for review and recording, which shall indicate that maintenance of utilities (with the exception of water mains), snow plowing, pavement maintenance, and lawn cutting is the responsibility of the homeowners association. 3. The petitioner shall construct, or pay the City to construct the Lee Street streetscape in accordance with the Downtown Streetscape Master Plan. 4. The side elevations of the following buildings shall provide the proposed optional window bay as a standard architectural feature on the following side elevations: a. Right side elevation building 1 b. Right side elevation building 2 c. Left and right side elevations building 4 d. Left and right side elevations building 5 e. Left and right side elevations building 9 f. Left side elevation building 11 g. Left side elevation building 12 3. One member of the public spoke in opposition to the request. 4. The Planning and Zoning Board recommended (6-1) that the City Council approve the proposed final plat and final planned unit development. Attachment 5 Page 23 of 74 June 29, 2016 Page 2 Respectfully submitted, James Szabo Des Plaines Planning and Zoning Board, Chairman cc: City Officials Aldermen Planning and Zoning Board Members Attachment 5 Page 24 of 74 CITY OF DES PLAINES ORDINANCE Z - 17 - 16 AN ORDINANCE APPROVING A FINAL PLAT OF PLANNED UNIT DEVELOPMENT WITH PERMITTED EXCEPTIONS AND A FINAL PLAT OF SUBDIVISION FOR THE PROPERTY LOCATED AT 783-841 LEE STREET, DES PLAINES, ILLINOIS. (Case #16 -037 -PUD -SUB). WHEREAS, Lexington Des Plaines, LLC ("Petitioner"), is the contract purchaser of that certain real property consisting of approximately 3.1 acres, located in the C-5 Central Business District ("C-5 District", commonly known as 783-841 Lee Street, Des Plaines, Illinois ("Subject Property"); and WHEREAS, the Petitioner desires to demolish the existing buildings and structures on the Subject Property and to construct 58 new residential townhomes on the Subject Property ("Proposed Development"); and WHEREAS, on August 31, 2015, the Plan Commission of the City of Des Plaines ("Commission") approved a preliminary plat of subdivision for the Subject Property; and WHEREAS, on November 16, 2015, the City Council adopted Ordinance Z-30-15, approving: (i) a map amendment to the R-4 Central Core Residential District; (ii) a preliminary plat of planned unit development of the Subject Property, including certain proposed exceptions within the proposed planned unit development; and (iii) a preliminary plat of subdivision for the Subject Property; and WHEREAS, pursuant to Sections 12-3-4 and 12-3-5 of the Des Plaines Zoning Ordinance of 1998, as amended ("Zoning Ordinance"), and Title 13 of the City Code of the City of Des Plaines, as amended ("Subdivision Regulations"), the Petitioner filed, with the consent of the owner of the Subject Property, an application with the City for the approval of: (i) a final plat of planned unit development of the Subject Property ("Proposed Final Plat of PUD"), including certain proposed exceptions within the proposed planned unit development; and (ii) a final plat of subdivision for the Subject Property ("Proposed Final Plat of Subdivision"); and WHEREAS, within fifteen (15) days after the receipt thereof, the Petitioner's application was referred by the Department of Community and Economic Development to the Planning and Zoning Board of the City of Des Plaines ("PZB"); and WHEREAS, within ninety (90) days after the date of the Petitioner's application, a public hearing was held by the PZB on June 28, 2016 pursuant to publication in the Journal on June 10, 2016; and WHEREAS, notice of the public hearing was mailed to all property owners within 300 feet of the Subject Property; and 1 Page 25 of 74 WHEREAS, during the public hearing the PZB heard competent testimony and received evidence with respect to how the Petitioner intended to satisfy and comply with the provisions of the Zoning Ordinance; and WHEREAS, pursuant to Section 13-2-3 of the Subdivision Regulations, on June 28, 2016 the PZB approved, by a vote of 6-1, the Proposed Final Plat of Subdivision; and WHEREAS, pursuant to Sections 12-3-7 and 12-3-5 of the Zoning Ordinance, the PZB filed a written report with the City Council on June 28, 2016, summarizing the testimony and evidence received by the PZB and stating its recommendation, by a vote of 6-1, to approve the Proposed Map Amendment and Proposed Preliminary Plat of PUD, subject to certain conditions; and WHEREAS, the Petitioner made certain representations to the PZB with respect to the Proposed Final Plat of Subdivision and Proposed Final Plat of PUD, which representations are hereby found by the City Council to be material and upon which the City Council relies in approving the Proposed Final Plat of PUD and Proposed Final Plat of Subdivision; and WHEREAS, the City Council has considered the written report of the PZB, the applicable standards for map amendments and planned unit developments set forth in the Zoning Ordinance, and the Community and Economic Development Staff Memorandum dated June 29, 2016, and has determined that it is in the best interest of the City and the public to approve the Proposed Final Plat of PUD in accordance with the provisions of this Ordinance; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1. RECITALS. The recitals set forth above are incorporated herein by reference and made a part hereof, the same constituting the factual basis for the approval of the Proposed Final Plat of PUD and Proposed Final Plat of Subdivision. SECTION 2. LEGAL DESCRIPTION OF SUBJECT PROPERTY. The Subject Property is legally described as: PARCEL 1 THAT PART OF LOT 8 IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, BEING A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: 2 Page 26 of 74 BEGINNING AT THE NORTHWESTERLY OR MOST NORTHERLY CORNER OF SAID LOT 8; THENCE SOUTHEASTERLY ALONG THE NORTHEASTER LY LINE THEREOF, A DISTANCE OF 162.00 FEET; THENCE SOUTHWESTERLY PARALLEL WITH THE NORTHWESTERLY LINE OF SAID LOT 8, A DISTANCE OF 5.00 FEET; THENCE NORTHWESTERLY PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 4.375 FEET (4 FEET 4.5 INCHES) MORE OR LESS TO A LINE 11 0.5 FEET NORTHWESTERLY OF AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 8; THENCE SOUTHWESTERLY ALONG THE SAID LAST PARALLEL LINE. A DISTANCE OF 1.17 FEET (1 FOOT 2 INCHES); THENCE NORTHWESTERLY PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 22 .5 FEET TO A LINE 133.00 FEET NORTHWESTERLY OF AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 8: THENCE SOUTHWESTERLY ALONG THE SAID LAST PARALLEL LINE, A DISTANCE OF 109.875 FEET (109 FEET 10.5 INCHES), MORE OR LESS TO THE SOUTHWESTERLY LINE OF SAID LOT 8; THENCE NORTHWESTERLY ALONG SAID SOUTHWESTERLY LINE, A DISTANCE OF 134.5 FEET, MORE OR LESS TO THE SOUTHWESTERLY CORNER OF SAID LOT 8; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE THEREOF, A DISTANCE OF 116.00 FEET TO THE POINT OF BEGINNING; ALSO, PARCEL 1A LOTS 1 AND 2 IN MOEHLING'S RESUBDIVISION, BEING A RESUBDIVISION OF THE NORTHWESTERLY 149.00 FEET OF LOT 6 AND ALL OF LOT 7 IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, BEING A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12. EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 24, 1971 AS DOCUMENT 21404624, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 2 THAT PART OF LOT 8 IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, BEING A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWESTERLY OR MOST NORTHERLY CORNER OF SAID LOT 8; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE THEREOF, A DISTANCE OF 162.00 FEET FOR THE PLACE OF BEGINNING; THENCE SOUTHWESTERLY PARALLEL WITH THE NORTHWESTERLY LINE OF SAID LOT 8, A DISTANCE OF 5.00 FEET; THENCE NORTHWESTERLY, PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 4.375 FEET (4 FEET 4.5 INCHES) MORE OR LESS TO A LINE 110.50 FEET 3 Page 27 of 74 NORTHWESTERLY OF AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 8; THENCE SOUTHWESTERLY ALONG THE SAID LAST PARALLEL LINE , A DISTANCE OF 1.17 FEET (1 FOOT 2 INCHES); THENCE NORTHWESTERLY PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 22.5 FEET TO A LINE 133.00 FEET NORTHWESTERLY OF AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 8; THENCE SOUTHWESTERLY ALONG THE SAID LAST PARALLEL LINE. A DISTANCE OF 51.83 FEET TO A POINT ON A LINE THAT IS 58.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT 8; THENCE SOUTHEASTERLY ALONG THE SAID LAST PARALLEL LINE, A DISTANCE OF 133.00 FEET TO THE SOUTH EASTERLY LINE OF SAID LOT 8; THENCE NORTHEASTERLY ALONG SAID SOUTHEASTERLY LINE. A DISTANCE OF 58.00 FEET TO THE MOST EASTERLY CORNER OF SAID LOT 8; THENCE NORTHWESTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 8, A DISTANCE OF 106.13 FEET TO THE PLACE OF BEGINNING; TOGETHER WITH A STRIP OF LAND LYING SOUTHEASTERLY OF SAID LOT 8 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND SOUTHWESTERLY OF NORTHEASTERLY LINE, EXTENDED SOUTHEASTERLY OF LOT 8 AND NORTHEASTERLY OF THE SOUTHEASTERLY EXTENSION OF A LINE THAT IS 58.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT 8, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 3 THAT PART OF LOT 8 IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, IN SECTION 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEASTERLY CORNER OF SAID LOT 8; THENCE NORTHEASTERLY ALONG THE SOUTHEASTERLY LINE THEREOF, A DISTANCE OF 58.00 FEET; THENCE NORTHWESTERLY ALONG A LINE PARALLEL TO THE SOUTHWESTERLY LINE OF SAID LOT, A DISTANCE 133.00 FEET; THENCE SOUTHWESTERLY ALONG A LINE PARALLEL TO THE SOUTHEASTERLY LINE OF SAID LOT, A DISTANCE OF 58.00 FEET TO THE SOUTHWESTERLY LINE THEREOF; THENCE SOUTHEASTERLY ALONG THE SOUTHWESTERLY LINE THEREOF. A DISTANCE OF 133.00 FEET TO THE PLACE OF BEGINNING; TOGETHER WITH A STRIP OF LAND, LYING SOUTHEASTERLY OF SAID LOT 8 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND NORTHEASTERLY OF THE SOUTHWESTERLY LINE. EXTENDED SOUTH EASTERLY OF LOT 8 AND SOUTHWESTERLY OF THE SOUTHEASTERLY EXTENSION OF A LINE, THAT IS 58.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY 4 Page 28 of 74 LINE OF SAID LOT 8, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 4 LOT 16 (EXCEPT THE SOUTH 9.00 FEET THEREOF MEASURED ON NORTHWESTERLY AND SOUTHEASTERLY LINES) IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH. RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN; TOGETHER WITH A STRIP OF LAND, LYING SOUTHEASTERLY OF SAID LOT 16 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND SOUTHWESTERLY OF THE NORTHEASTERLY LINE. EXTENDED SOUTHEASTERLY OF LOT 16 AND NORTHEASTERLY OF THE SOUTHEASTERLY EXTENSION OF A LINE THAT IS 9.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT 16, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 5 LOT 15 (EXCEPT THE NORTHWESTERLY 5.00 FEET THEREOF) AND THE SOUTH 9.00 FEET (EXCEPT THE NORTHWESTERLY 5.00 FEET THEREOF) OF LOT 161N BLOCK 9 IN PARSON AND LE E'S ADDITION TO DES PLAINES, A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN; TOGETHER WITH A STRIP OF LAND LYING SOUTHEASTERLY OF SAID LOTS 15 AND 16 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND NORTHEASTERLY OF THE SOUTHWESTERLY LINE, EXTENDED SOUTHEASTERLY OF SAID LOT 15 AND SOUTHWESTERLY OF THE SOUTHEASTERLY EXTENSION OF A LINE, THAT IS 9.00 FEET NORTHEASTERLY OF AND PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT 16 BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PARCEL 6 LOT 14 (EXCEPT THE NORTHWESTERLY 5.00 FEET) IN BLOCK 9 IN PARSON AND LEE'S ADDITION TO DES PLAINES, A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20 TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN; TOGETHER WITH A STRIP OF LAND, LYING SOUTHEASTERLY OF SAID LOT 14 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND BETWEEN THE NORTHEASTERLY AND SOUTHWESTERLY LINES OF SAID LOT 14 EXTENDED SOUTH EASTERLY TO THE NORTHWESTERLY LINE OF CENTER STREET, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. 5 Page 29 of 74 PARCEL 7 LOTS 9, 10, 11 , 12 AND 13 AND THE NORTHWESTERLY 5.00 FEET OF LOTS 14 AND 15 AND THE NORTHWESTERLY 5.00 FEET OF THE SOUTHWESTERLY 9.00 FEET OF LOT 16 ALL 1N BLOCK 9 1N PARSON AND LEE'S ADDITION TO DES PLAINES, BEING A SUBDIVISION OF PARTS OF SECTIONS 17 AND 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN; TOGETHER WITH A STRIP OF LAND, LYING SOUTHEASTERLY OF SAID LOT 13 AND NORTHWESTERLY OF THE NORTHWESTERLY LINE OF CENTER STREET AND BETWEEN THE NORTHEASTERLY AND SOUTHWESTERLY LINES OF SAID LOT 13, EXTENDED SOUTHEASTERLY TO THE NORTHWESTERLY LINE OF CENTER STREET; ALSO, PARCEL 7A LOTS 1 AND 2 IN MOEHLING'S RESUBDIVISION NO. 2, BEING A RESUBDIVISION OF PART OF LOTS 146 AND 147 IN THE ORIGINAL TOWN OF RAND. NOW THE CITY OF DES PLAINES IN THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 41 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 27, 1981 AS DOCUMENT 26039347, BEING SITUATED IN THE CITY OF DES PLAINES, COOK COUNTY, ILLINOIS. PINS: 09-20-200-011-0000, 09-20-200-012-0000, 09-20-200-013-0000, 09-20-200-023-0000, 09-20-200-037-0000, 09-20-200-038-0000, 09-20-200-039-0000, 09-20-200-040-0000, 09-20-200-043-0000, 09-20-200-044-0000, 09-20-200-045-0000, 09-20-200-047-0000 Commonly known as 783-841 Lee Street, Des Plaines, Illinois SECTION 3. APPROVAL OF PROPOSED FINAL PLAT OF PUD AND PERMITTED EXCEPTIONS. Subject to and contingent upon the conditions set forth in Section 5 of this Ordinance, the City Council hereby: A. Approves the Proposed Final Plat of PUD, titled "Planned Unit Development Plat/ Lexington Pointe," consisting of one sheet, prepared by Haeger Engineering, and dated of May 26, 2016, a copy of which is attached to and, by this reference, made a part of this Ordinance as Exhibit A. The City Council hereby directs the Zoning Administrator to accept the Proposed Final Plat of PUD, subject to and contingent upon the conditions set forth in Section 5 of this Ordinance. 6 Page 30 of 74 B. Approves, pursuant to 12-3-5.0 of the Zoning Ordinance, the following permitted bulk exceptions from the bulk regulations of the R-4 District set forth in Section 12-7-2.G of the Zoning Ordinance: 1. An exception to permit a minimum lot area of 4,992 square feet, where a minimum lot area of 10,000 square feet is required; 2. An exception to permit minimum front yard setbacks of 10 feet, where a minimum front yard setback of 12 feet is required; and 3. An exception to permit minimum rear yard setbacks of 10 feet, where a minimum rear yard setback of 25 feet is required. C. Grants, pursuant to Section 12-3-5.D.3 of the Zoning Ordinance, a conditional use permit to the Petitioner for the development of the Proposed Development as a planned unit development in accordance with the Proposed Final Plat of PUD and the provisions of this Ordinance. SECTION 4. APPROVAL OF PROPOSED FINAL PLAT OF SUBDIVISION. Subject to, and contingent upon, the conditions, restrictions, limitations, and provisions set forth in Section 5 of this Ordinance, the City Council hereby approves the Proposed Final Plat of Subdivision titled "Final Plat of Lexington Pointe," consisting of three sheets, prepared by Haeger Engineering, and dated of May 26, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit B. The City Council hereby authorizes and directs the Mayor and City Clerk to execute and seal, on behalf of the City, the Proposed Final Plat of Subdivision. SECTION 5. CONDITIONS. Notwithstanding any use or development right that may be applicable or available pursuant to the provisions of the Zoning Ordinance and the Subdivision 7 Page 31 of 74 Ordinance, and any other rights that the Petitioner may have, the approvals granted in Sections 3 and 4 of this Ordinance are subject to and contingent upon compliance with each and all of the following conditions, restrictions, limitations, and provisions: A. Compliance with Law and Regulations. The development, use, operation, and maintenance of the Proposed Development and the Subject Property must comply with all applicable City codes and ordinances, as the same have been or may be amended from time to time, except to the extent specifically provided otherwise in this Ordinance. B. Compliance with Plans. Except for minor changes and site work approved by the City Director of Community and Economic Development or Director of Public Works and Engineering (for matters within their respective permitting authorities) in accordance with all applicable City standards, the development, use, operation, and maintenance of the Proposed Development and the Subject Property must comply with the following plans and documents: 1. The plans titled "Lexington Pointe Site Improvement Plans," prepared by Haeger Engineering, consisting of 24 sheets, and with a latest revision date of May 26, 2016, and stamped approved on June 22, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit C ("Site Improvement Plans"). The Site Improvement Plans include sheets titled "Title Sheet," "General Notes and Specifications," "Existing Conditions Plan," "Demolition Plan," "Geometry and Paving Plan," "Grading Plan," "Grading Plan Enlarged Views," "Utility Plan," "Sanitary Sewer Profiles," "Utility Connection Profiles," "Typical Details," 8 Page 32 of 74 "Stormtrap Drawings," "MWRD Drainage Exhibit," "MWRD Volume Control Exhibit," "SWPPP Title Sheet," "SWPPP General Notes and Specifications," "Storm Water Pollution Prevention Plan," and "SWPPP Typical Details." 2. The Character Elevations prepared by BSB Design, consisting of fifteen sheets, and dated June 28, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit D. 3. The Landscape Plan prepared by Krogstad Land Design Limited, consisting of three sheets, with a latest revision date of June 21, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit E. 4. The Lighting, Signage and Striping Plan prepared by Haeger Engineering, dated June 20, 2016, copies of which are attached to and, by this reference, made a part of this Ordinance as Exhibit F. C. Conditions Precedent to Building Permit. No building permits for the Proposed Development shall be issued unless and until the Petitioner complies with each of the following conditions: 1. The petitioner shall submit subdivision lighting plans to the satisfaction of the Director of Public Works and Engineering. 2. The petitioner shall provide covenants and declarations for review and recording, which shall indicate that maintenance of utilities (with the exception of water mains), snow plowing, pavement maintenance, and lawn cutting is the responsibility of the homeowners association. 9 Page 33 of 74 3. The petitioner shall construct, or pay the City to construct the Lee Street streetscape in accordance with the Downtown Streetscape Master Plan. 4. The side elevations of the following buildings shall provide the proposed optional window bay as a standard architectural feature on the following side elevations: a. Right side elevation Building 1; b. Right side elevation Building 2; c. Left and right side elevations Building 4; d. Left and right side elevations Building 5; e. Left and right side elevations Building 9; f. Left side elevation Building 11; and g. Left side elevation Building 12. SECTION 5. RECORDATION; BINDING EFFECT. A copy of this Ordinance must be recorded in the Office of the Cook County Recorder of Deeds. This Ordinance and the privileges, obligations, and provisions contained herein run with the Subject Property and inure to the benefit of, and are binding upon, the Applicant and its respective personal representatives, successors, and assigns, including, without limitation, subsequent purchasers of the Subject Property. SECTION 6. FAILURE TO COMPLY WITH CONDITIONS. A. Any person, firm or corporation who violates, disobeys, omits, neglects or refuses to comply with, or resists the enforcement of, any of the provisions of this Ordinance shall be fined not less than seventy five dollars ($75.00) or more than seven hundred and fifty dollars ($750.00) for each offense. Each and every day that a violation of this Ordinance is allowed to remain in 10 Page 34 of 74 effect shall constitute a complete and separate offense. In addition, the appropriate authorities of the City may take such other action as they deem proper to enforce the terms and conditions of this Ordinance, including, without limitation, an action in equity to compel compliance with its terms. Any person, firm or corporation violating the terms of this Ordinance shall be subject, in addition to the foregoing penalties, to the payment of court costs and reasonable attorneys' fees. B. In the event that the Petitioner fails to develop or maintain the Subject Property in accordance with the plans submitted, the requirements of the Zoning Ordinance, the Subdivision Regulations, or the conditions set forth in Section 5 of this Ordinance, the approvals granted by Sections 3 and 4 of this Ordinance may be revoked after notice and hearing before the Zoning Administrator of the City, all in accordance with the procedures set forth in Section 12-4-7 of the Zoning Ordinance. In the event of revocation, the development and use of the Subject Property will be governed solely by the regulations of the R-4 District. Further, in the event of such revocation, the City Manager and the City's General Counsel are hereby authorized and directed to bring such zoning enforcement action as may be appropriate under the circumstances. The Petitioner acknowledges that public notices and hearings have been held with respect to the adoption of this Ordinance, has considered the possibility of the revocation provided for in this Section, and agrees not to challenge any such revocation on the grounds of any procedural infirmity or any denial of any procedural right, provided that the notice and hearing required by Section 12- 4-7 of the Zoning Ordinance is provided to the Petitioner. SECTION 7. AMENDMENTS. Any amendment to any provision of this Ordinance may be granted only pursuant to the procedures, and subject to the standards and limitations, provided in the Zoning Ordinance and the Subdivision Regulations. 11 Page 35 of 74 SECTION 8. SEVERABILITY. If any paragraph, section, clause or provision of this Ordinance is held invalid, the remainder shall continue in full force and effect without affecting the validity of the remaining portions of the Ordinance. SECTION 9. EFFECTIVE DATE. This Ordinance will be effective only upon the occurrence of the following events: A. Passage by the City Council in the manner required by law; B. Publication in pamphlet form in the manner required by law; C. The filing with the City Clerk by the Petitioner of an unconditional agreement and consent in substantially the form attached to and, by this reference, made a part of this Ordinance as Exhibit G, to accept and abide by each and all of the terms, conditions, and limitations set forth in this Ordinance, and demonstrating the Petitioner's consent to its recordation; and D. At Petitioner's sole cost and expense, the recordation of this Ordinance, together with such exhibits as the City Clerk deems appropriate for recordation, with the office of the Recorder of Cook County [SIGNATURE PAGE FOLLOWS] 12 Page 36 of 74 PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT ATTEST: CITY CLERK MAYOR Published in pamphlet form this Approved as to form: day of , 2016. CITY CLERK Peter M. Friedman, General Counsel DP -Ordinance Approving Final PUD Plat and Plat of Subdivision (Lexington Point 783-841 Lee) 13 Page 37 of 74 1 Raman d R.phr Lr an..r. Ear Curb Lb. oro 8619 Curb & Gorr gyp) yl.bdan Lane.h Thrn obou1C6aa2di.n YrdrP•1pta nun L -=E PLANNED UNIT DEVELOPMENT PLAT LEXINGTON POINTE P orn a Raplr. L.ne (Mplp fn g Grin dRrYr4a. d,rNrdd lhP) Err L.n. a L6.21.r REFER 10 FLAT OF 3JI11391991108 7C-931E30-0ESCRFTIC1 HERETOFORE DEDICATED FOR PUBLIC STREET S- E-T- el9.wlk r 5-h. Eat S14. mel. Lr -Gra ROW !hall e. !lilt In Aao.tdrmo rah ea. 014, or0r 101nr Cho ... Plr. Connor 6oOondln,.NRher Rpa/Ira.L...1blP1nlm Mr, r Mord gyp.) Annan 8 R.Prrr W aY..h.0900.1.116.00961111 011.14000.49016.0(0P3 10r20prb091110 Pr. Unborn Rona N36'43102,_ .557:00' • 09.w.9 rood slap ITTPt r :alb 13612 Curb d Ga r(Typ) Rrnov. and Rehr 9.pr...d Curb d Monk Arron r N..4$d .0rVft.r R.In Cenn.dbn. 000rdlrb of Purr Worn NA / TMir'hm'op 2&ICm WOW* dijyld. PeNrWd8 01440, FW9111th Pawnr4 Rumor! 1.r Molar Rab Corning. R.pbr Nand. M.dndn LI.h1Pr. ThroughoutCprmcon C2 Site Oats Total Ste Pres Briding & Peserna4 Cover OPER Steno Taal Norther MINI 2 Bedroom 3 Bedroom (floss Dels0y Pon* Provided Gunge Guest Told Z0rf0 Comparison 6 H1' `o • 4 4fhpJ � �t 62' 11111111'lil73J1=11=MM/iMIM:iltlA11C� J i t �.�■�■err■■■rr�rr■ri�r�r��■��■■rr•I�rR ��■r� hails i !REP a 5 3D 44.05" W 'BO.BOYMI Fano 60!!• • L.d.o.ps Plml C-5 ZO ING CENTRAL ISNESS TOWN O F RAND To Lal Are (2Br=5000fger duit11)_ (964.10008lper duN50)- YYrds: Fiorillo Lee Street Frain b CEOs Sheet Side Rer 0!919! Below Bs7Bngs(PUD) B1210% Mot Beim= Bite lanknu R IAB Sire 3.52 2.24 0.88 P110Erd 100.00 71.79 221 - 56 . 11 . 47 - 16.59 D.UIle. (68 D.U. /3.12 Acs • 118 (002:1) • 30 4240.521) • 145 1§2-5Z11.1115 ®2:1 repo) BMW ss,600 BF 000 SF 47,000 SF 12 F1. 12 FL 5 Ft. 25F1f26%Lb 15 FL 60 R 2 Ac. 10,000 Sf. 135,806 SF 12 FLO main BWg2 10 Ft. to Fran) Pbrdl 15 Ft C mail Bldg/ 19 FL to Frod PCroh 10 FL 16 H. l6 main Bldg 21 14 FL to Frac Parch 26 FI. to mairrBerg 11.1 24 Ft to Front Porde B FL 34.5 R More Wee. 30 R) 3.12 Ac. Nate see 111 deal) Noes: 1. Edging Reba on lob del prepely Y C-5 Cenral Sienese. 2. Proposed 24!%19 B R-4 Corral Care Reslda4W. 8. Bedroom era a an ea&nme Mud on m5cip2ed sales. 4. bevabpme e a bolprad a he bull es ars prose slablp In Fa82016 with at aellowild 2310 3 Year hold out 5. Al Mode Drives ere PMate 1-1 .:11 opbonr gy-_•--•• .. ►5-j' - 1��, � lardmlrflya., ILII 6r s,2 r E1■=.�u)l�i� ?�l��'{ �v iiir'at=iMJ sMMilliZMINMAM e�Bttrl+161111B i9ily r� . w. w ii amet - All�llr______ Iemminift 122 CcvnW Fume lhOP iryP) Lot 6 N to3 121 02 5 30. 43' 02- W 63.057M) C-5 ZONING CENTRAL BUISNESS PARSON & LEE'S ADDITION 10 D E S PLAINES F Ret Apr 29.1073h As Dor No. 90703 yrAPpmrnrBevy Roof Overhang 96.00• {{ W - B 13.9trUng Burling B•ra..lrmll N R- 41;..r DEVELOPER 7SUIDDRDER: Leeinglan Homan 1731 Mercey Street, SuN9200 01110993, IL Tel: 047-970.8299 Fes 77560.0301 131611100b994111. 0Connsbr FDapeh#Mmpnr pmrw Mao donartin 6p1.00l7l06d PREPARED BY: Hae9r Engineering LLC Illinole Prof. Dedgn Rrm #104-003152 1304 N. Plum Grove Road Schaumburg, IL 00173 Tel: 847.9944000 Fax 847-344-0608 www.haegeren9lnewiry.00m 5.2.41.,.. Andra 0.111.21 In qnd. Flim P+.rrpl6Rrrgvtlbrair"Y .. HERETOFORE DEDICATED Sd.i Ceirbntllbr-R.pbeo io100 . FOR PUBLIC STREET -0- 91.104 dR.mrbr L.nbr 11.r Praoand CITY OF DES PLAINEST 1420 Miner SL Ona Plebes IL 000010 Tel: 847-0911300 .7 TR 0111E100N AB0RENAT1016 LEGEND F -F Fre of Curb a For al EP -EP Ede. dl Parlor b Edond Parana. 8200 Aatllug Err of dab 8811tmb64hle.. mC.nhrebd.t 162 104949110112 1 *a ..4-0. Si: x.•: t'ctl.z+-Zee. ahm•a arta Tt.eba�u :P'x_:. r 1243113 ex. 0.44114 4 '13210 rna�:ie_/11901.31,a):hon rerr, a o- Lot.v-t•..0,r. ink! .ar npl F'rrlf 9110 anal Ion Fl612.l n.r 00 .9.1000 e sat, ons scrod notrana n 21.2', caarde111 Po now 00r Pr b a< eun0Yrns rt ma h a In 10.4' SHEET I OF I 20 10 0 20 SCALE: !' = 20' sistrest LOT 13 DOTAL Forte.. London... Plan) Eue9r9 Symbol LEGEND Description Proposed Symbol Storm Sewer Manhole • Catch Barin • Inlet ■ Senitry Sever Manhole 899 Clean Out •c.o. Sturm Sewer - 2 - Sanitary Sewer -3-- BRNery Sewer Service - Water Main -n- Weter M.In Sallee Fire Hydrant 26 Vahre Vault Valve Sox es Curb 5 Gutter Lot Line Easement Una Property/Lot Line No. Mukha! Mahe Na. 0.l. Revidon Project No: 14-160 Dale: 2019-05-26 1 ...yor. J W G Engineer: JD 1 I HAEGER ENGINEERING coroouling engineers land Surveyors 1904 N. Plum Gar Rood. Sdwnl1ne, L 60172 11.2647394.6100 F.c &7394.6601 Minn hdusimld Odyn sr ler.. N.. 114009159 - n "w4s.gri10..4^4...711 GRIIII/It MAIL PLAT TO. GM' OF DES PUONES RF, �r1s:x.s gel End PK Nail Al Corner 1 LEE FINAL PLAT OF LEXINGTON POINTE BEING A SUBDIVISION OF PARTS OF SECTION 20 ALL IN TOWN SHIP 01 NORTH RANGE 12. LAST 01 1 HE 1 HIISLI PRINCIPAL MERIDIAN. IN COOK COVN1 Y. ILLINOIS HERETOFORE DEDICATED FOR PUBLIC STREET N 30" 43' 02" E 557.88' (M) S -TRE -ET SHEET 1 OF 3 20 10 0 20 SCALE: 1" = 20' / End Cross Noteh At Corner 0 z CC 0 z O 0 O Pt. Lot 160.00' (R) LOT 1 PARCEL 7A 47 S 30 44' 05" W 80.00'(M) 80 00 IR1 ti pt. lot 146 0s 2 LOT 2 80.00' (R) 40.00' IR) M LOT 12 0 LOT 13 40-00' (R) LOT 11 40.00' (R) PARCEL 7 LOT 10 SE'rl y Line Lots 9 Thro ,2 Utility raiment per Doc. No 16 03404 49 00' (RI LOT 9 116' (9) PARCEL 1 4992 (R) PARCEL 1 �`�� L rs tile �-_I� ® 1 Wile 133 00' ,L a of LAnd r eParallel LOT 2 *al•.G'� tititile �•Y ,4 -tart 1441 1i,%4r..� 1, 84110 iP1114.•i: It a PARCEL 6 PARCEL 5 I PARCEL 4 Ny S 20958855 8 20981008, PA 4a ;F 4118W War w .1 Vi *-4 ttelfirliattAWA 00411* M*S 11••. 1 1 we, *flak tic _�, _ *6 of to �SE'rty Line Of B( rk 9O(((1 .� �ti' Parson And Lee's AtldiYio Des Plaines e .14 PARCEL 3 PARCEL 2 LOT 14 40.00' (RI 40.00' (R) 1 LOT 15 LOT 16 .279 40.00' (RI 4900' (R) 116 (R) 4 9 99' (R) 65.08' (R) LOT 1 IA S 30° 43' 02" W 63.05'(M) ',72'',',71 roe ' 0,, 5 59° 24' 12" E 149.00'(MJ h N 41(4 —I '1' 0 Q feCz� o_ Z CD 0 CC <0 zz O mr Y 0 0 0 0< CO LEGEND PARCEL 1 Underlying Parcel No. LOT 1 Underlying Subdivision Lot No. (R) (M) Underlying Parcel Lines Underlying Lot Lines Boundary Line Existing Easement Record Measured SURVEYOR'S NOTES: THE COMPLETION DATE OF THE FIELD 44082 FOR THIS SURVEY 10 SEPTEMBER 15 2714 2 A TITLE COMMITMENT POLICY WAS NOT PROVIDEO FOR THIS SURVEY 2815 PROP; RTY NAY BF 1551)6JF GT TC) FASFMFNTS AN053)7 RFSTRICITIC]NS 61)2 PROV+DED TO THE SURVEYOR PRIOR TO THE COMPLETION OF THIS SURVEY 3 THE GAS'S FOR THE BEARING IS ASSUMED End Cross Notch O.L. 4 2.00' 5E'(y - EN -TER 30'40'08"W 414.85' (NJ Northwesterly Line Of Ce ter Street As Opened By Plat Rec. December 18. 1899 As Doc. No. 2906333 HERETOFORE DEDICATED FOR PUBLIC STREET EXISTING UNDERLYING EASEMENT AND PARCEL DATA (SEE SHEET 2 OF 3 FOR FINAL SUBDIVISION LOTS) STREET End Cross Notch 188' SW'ly S 2.00' SE'ly End Crows Foot 2.13' SE'ly 8 O.L. UTILITY EASEMENTS & DRAINAGE EASEMENTS PER DOCUMENT NO.'S 89236273, 20958855, 89283360, 16703404, 20977007, 20972711 & 26039347 ARE HEREBY ABROGATED, VACATED AND RELEASED. (SEE SHEET 3 OF 3 FOR AUTHORIZATION OF SAID ABROGATION, VACATION AND RELEASE). \ End Cross Notch 2.00'S krhy 8 1. 79'SE'1y oR v 16, ROt Layout: SHEET File Nae:C:\sen\ ,I.HE,ppdm.locaNromp,cpub. 8564\1.1168 -nm of Sullclivlon doe HAEGER ENGINEERING onsulting engineers • land surveyors 1304 N. Horn Grove Rood, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608 Illinois Professional Design Finn License No. 184-003152 N. f 95 1 l74 14-168 ©201b Hoeg, Engineering, LLC LEE FINAL PLAT OF LEXINGTON POINTE HERETOFORE DEDICATED FOR PUBLIC STREET N 30. 43' 02" E 557.88' (Ml S-TREET SHEET 2 OF 3 w I 20 10 0 20 SCALE: 1' = 20' Pt. Lot Off•- 5.13' I\- 1316@00 (6) 40.00' (R) 116.00' 40.00' (0I 0 dQ' (8) 5,13' N 30' 43' 02" E 137.50' 559'16'58"E 52.00' N 30. 43' 02" E 116.00' 7 5 30' 43' 02" W 137.50' N 30. 43' 02" E 138.50' 5 30' 43' 02" W 116.00' 2 147 S 30' 5 30. 43' 02" W 138.50' ry02 00' IRI 19.13 ry Ln mN w� Ln 2 .7.05 44' OS" W 80.00' 00 pt. /ot 146 5 59' 16' 58" E 5200' N 30' 40' 08" E 96.00' 3 5 59' 19' 52" E 56.39' h 5 19 5 5 59' 16' 58" E 52. 3 m 01 5 13 (9) 11600' 116' IR) 5.13' 47.92' (RI 13750' 65.08' IR) 5.13'-'• 0 N 30. 43' 02" E 116.00' 8 N59.16'58"W 52.00' N 30' 43' 02" E 137.50' 12 5 30' 43' 02" W 116.00' BLANKET PUBLIC UTILITY EASEMENT AND INGRESS EGRESS EASEMENT N 30.40' 08" E 96.00' 6 56.39' 5 30' 40' 08" W 96.00' 8 30. 40' 08" W 96.00' N 30' 40' 08" E 96.00' 4 5 30' 40' 08" W 96.00' 80.00' (R) 96.00' 40. (fE13,01 56.3940.00' (0) 3 18 10 5 5 30' 43' 02" W 137.50' N 30. 43' 02" E 138.50' S 30' 43' 02" W 138.50' N 30. 40' 08" E 96.00' 10 5 30.40' 08" W 96.00' N 30' 40' 08" E 96.00' N 30' 40' 08" E 96.00' 5 5 30. 40' 08" W 96.00' 40.00' (R) 49.00' (R) 56.38' N 59` 19' 52" W 9 116' (R},- 5 30' 40' 08" W 96.00' 49 99' (R) 27 W 7' h 19 7.03' S 59' 19' 52" E 52.00' 5 59' 16' 58" E 7.10/ 19 W_ o 017 10 S 30' 43' 02" W 63.05' 63.00')8) tT n 6 Nu W ?L.1 Vc 84 1n 75 9/ cric' '5 N 1n z z 1- 01 Y p U p 0< CO LEGEND 13 Concrete Monument Set or Found, as noted Indicates Right Angle New Subdivision Lot No. New Lot Lines Boundary Line AREA SUMMARY LOT 1 7150 S.F 0.16414 AC LOT 2 7202 S.F 0.16534 Ac LOT 3 4992 S.F 0.11460 Ac LOT4 4992 S.F 0.11460 Ac LOT 5 4992 S.F 0.11480 Ac LOT 8 4992 S.F 0.11480 Ac LOT 7 6032 S.F 0.13848 Ac LOT 9 6032 5 F 0.13848 Ac LOT 9 4992 S.F 0.11460 Ac LOT 10 4992 S.F 0.11460 Ac LOT 11 7202 S.F 0.16534 Ac LOT 12 7150 5.7 0.16414 Ac LOT 13 65 105 5.7 1.49462 Ac TOTAL 135,826 S.F. 3.11814 Ac. g1 �J ,ALoyou. SHEET File Nome. CWien,OXIml appdotnOofeNromp\nceubliaF 8564\14168 -Plot of Subd.m.r,.dwg -CE N T E R S 30.40' 08" W 414.85' (Ml HERETOFORE DEDICATED FOR PUBLIC STREET STREET Note: There shall be no direct vehicular access to US 12 (Lee Street) from Lot 1, Lot 7, Lot 8, Lot 12, nor Lot 13. HAEGER ENGINEERING consulting engineers • land surveyors 1304 N. Dorn Grove Rood, Schoumburg, IL 60173 Tel 847.394.6600 Fax' 847.394.6608 Illinois Professional Design Firm License No. 184.003151 hoegeren ri g c 1\ -.s. -.s., 4been1 Vt 74 14-168 ©2016 Lager E9ne 9. LLC SHEET 3 OF 3 �Nrorin ma'av�eev 0000000000000tttiittngsgs z z SURVEYOR'S CERTIFICA" 0 e 5 0 MORTGAGEES CERTIF IC ATE 3 � m _ NG i ARY CERT IF IC AT E 0 0 0 o _ MAYOR AND CITY COUNCIL, CERTIFICATE c0 CITY FINANCE DIRECTOR CERTIFICATE ND ENGINEERING CERTIFICATE PROFESSIONAL AUTHORIZATION CITY DIRECTOR OF COMMUNITY ANO ECONOMIC OEVELOPME NTCERTIFI CATS n 0 0= 0 v G BOARD CERTIFICATE 4 ¢ R DRAINAGE CERTIFICATE V N O Cl *O N Nstl Ln O O „Li o �D MDQ N N W W N_ Lic N. N.O PREPARED BY: Q T V 0 c� Exhibit B Page 41 of 74 0 �tl Know what's below. Call before you dig. Note: Call 811 at least 48 hours, excluding weekends and holidays, before you dig. CITY OF DES PLAINES 1420 Miner Sheet Des Plaines, IL 60016 Tel: 647-391-5300 OWNER / DEVELOPER: Lexington Homes 1731 Marcey Street Suite 200 Chicago, IL 60614 Tel: 773-360-0300 PREPARED BY: Haeger Engineering, LLC Illinois Prof. Design Firm #184-003152 1304 N. Plum Grove Road Schaumburg, IL 60173 Tel: 847-394-6600 Fax: 847-394-6608 www.haegerengineering.com LAND PLANNER JEN Land LLC P.O. Box 4397 Oak Park, IL 60304 Tel: 708-848-4350 ARCHITECT BSB Design 1540 E. Dundee Road, Suite 310 Palatine, IL 60074 Tel: 847-705-2200 LANDSCAPE ARCHITECT Krogstad Land Design Limited 519 Pembrook Court. N. Crystal Lake, IL 60014 Tel: 815-529-1511 TRAFFIC CONSULTANT KLOA, Inc. 9575 W. Higgins Road Rosement, IL 60018 Tel: 847-518-9990 City Benchmark BENCHMARK #61 Description: Monument set in concrete at N.E. corner of Prairie Ave. and First Ave. 75' East of R.R. Tracks and 12' North of E/P of Prairie. Northing: 1,957,657.89 Easting: 1,103255.65 Elevation: 640.23 Site Benchmark NAVD 88 (Geoid 12A) CP #204 (See Survey) Description: Cross Notch in Sidewalk on the Western Side of Lee Street, West of the Southwestem Property Corner. Elevation: 640.68 NAVD 88 (Geoid 12A) LEXINGTON POINTE SITE IMPROVEMENT PLANS SECTION 20 TOWNSHIP 41 NORTH RANGE 12 EAST 783-841 LEE STREET, DES PLAINES, ILLINOIS COOK COUNTY BENCHMARK#87 Description: Chiseled square on the S.W. corner of concrete mast arm base on the E. side of River Rd. at Ellinwood Street. Northing: 1,957,140.48 Easting: 1,106, 530.15 Elevation: 636.91 NAVD 88 (Geoid 12A) PERMITS AGENCY PERMIT # ISSUE DATE CITY OF DES PLAINES IEPA - SANITARY IEPA - WATERMAIN IEPA - NPDES MWRDGC IHPA 025091514 10/02/2014 IDNR - ENDANGERED SPECIES 1503990 09/12/2014 IDOT (LEE STREET) City Inspection Requirement Note: Contractor shall call the City for site work inspection 48 prior to starting work. Contact 647-391-5390. City of Des Plainest,,\ Combined Sewer tN MWRDGC Interceptor ICER STR ET SITE LOCATION City of Des Plaines Storm Sewer. Discharge to Des Plaines River. ALGONQUIN ROAD LOCATION MAP INDEX TO SHEETS NO. DESCRIPTION C1.0 C2.0 C2.1 C3.0 C4.0 C5.0 C6.0 C6.1 C7.0 C8.0 C8.1 C9.0 C9.1 C9.2 C9.3 C9.4 C9.5 C9.6 TITLE SHEET GENERAL NOTES AND SPECIFICATIONS GENERAL NOTES AND SPECIFICATIONS EXISTING CONDITIONS PLAN DEMOUTION PLAN GEOMETRY AND PAVING PLAN GRADING PLAN GRADING PLAN ENLARGED VIEWS UTILITY PLAN SANITARY SEWER PROFILES UTILITY CONNECTION PROFILES TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS STORMTRAP DRAWINGS STORMTRAP DRAWINGS INDEX TO EXHIBITS NO. DESCRIPTION EXI EX2 MWRD DRAINAGE EXHIBIT MWRD VOLUME CONTROL EXHIBIT INDEX TO STORM WATER POLLUTION PREVENTION PLAN SHEETS NO. DESCRIPTION ECI EC2 EC3 EC4 SWPPP TITLE SHEET SWPPP GENERAL NOTES AND SPECIFICATIONS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SWPPP TYPICAL DETAILS DRAINAGE STATEMENT: To the best of our knowledge and belief, the drainage of surface waters will not be changed by the construction of this subdivision or any part thereof, or, that if drainage will be changed, reasonable provision has been made for collection and diversion of such surface waters into public areas, or drains approved for use by the City Engineer, and that such surface waters are planned for in accordance with generally accepted engineering practices so as to reduce the likelihood of damage to adjoining properties because of the construction of this subdivision. Illinois Registered Professional Engineer No. 062-061765 Owner or Owner's Duly Authorized Agent Existing Symbol OO 0 00 OO O[.o. 0 u act O 0a — anw- - FO — ID OE OOT - 00rV- IID .n 0 C XXXX XX G/P .XX XXX.XX XXX.X+ T/0 XXX XX 0/w XXX.XX LEGEND Description Storm Sewer Manhole Catch Basin / Drainage Structure Inlet Flared End Section Headwall Area Drain Sanitary Sewer Manhole Clean Out Storm Sewer PVC/HDPE Collection Sewer Sanitary Sewer Sanitary Sewer Service Combined Sewer Force Main Water Main Water Main Service Fire Hydrant Valve Vault Valve Box B -Box Well Head Light Pole Light Pole With Mast Arm Traffic Signal Traffic Signal With Mast Arm Hand Hole Fence Guardrail Pipe Bollard Sign Gas Valve Gas Line Electric Line Overhead Utility Line Fiber Optic Line Electrical Pedestal Electric Manhole Guy Wire Utility Pole Telephone Pedestal Telephone Manhole Telephone Line Cable TV Line Cable TV Pedestal Flagpole Mailbox Handicapped Parking Stall Number of Parking Stalls Curb & Gutter Reverse Pitch Curb & Gutter Depressed Curb Retaining Wall Curb Elevation and Gutter/Pavement Elevation Pavement Elevation Sidewalk Elevation Ground Elevation Top of Wall Elevation Bottom of Wall Elevation Open Lid Frame & Grate Closed Lid Frame & Lid Swale Hardscape Flow Softscape Flow Contour Line Wetland Wetland Buffer Normal Water Level High Water Level Flood Plain Flood Way ODeciduous Tree Coniferous Tree • Bush 1 Bmshline Soil Boring Over Land Flow Route Recommended Garage Hand With Driveway Slope Proposed Symbol QO • ■ • OGG. - FM- w - - — A 0 ea 0 W XXX XX ew xxx.xx 0 1 PROFESSIONAL �* ENGINEER ; *� 111111\r EXPIRES 11-3n 1- N Z W < I— J Z_� o Z O. W Z�= p LLIg • O Za X W J W 1- N Project Manager: 1 D T Engineer: P A C Dote: 01/22/2016 Project No. 14-168 - Sheet C 1 .O/ C 1 C9 0 �om;T1�aea;a;;.,4e ,e_ze_rTtrd.a Page 42 of 74 GENERAL NOTES 1. Definition of Terms: . "Owner" shall mean the person or entity with which Haeger Engineering, LLC has been contracted with to prepare the Plans and Specifications. b. "Engineer" shall mean Haeger Engineering, LLC. . "Contractor" shall mean the persons or entities responsible for performing and constructing the work described in the Plans, Spermcations and other Construction Documents including but not limited to furnishing all labor, materials, tools, equipments, and other incidentals necessary. d. "Plans and Specifications" shall mean the Engineering Drawings and any Specifications prepared by Haeger Engineering. LLC, the Engineer. 0. 'Jurisdictional Agency" shall mean any local, municipal. county, township, state or federal entity of government or other entity having jurisdiction of some aspect of the project from whom approval, permit and/or review and approval was required. 2. The Specifications governing this project are as follows: a. All applicable Village/City and other applicable Jurisdictional Agency Ordinances, Codes, Regulations, Requirements, Policies. Specifications, Standards, etc. b. Roadway and Earthwork construction shall conform to the Illinois Department of Transportation (IDOT) "Standard Spedfications for Road and Bridge Construction , latest edition and any subsequent "Supplemental Spedfications and Recuring Special Provisions" as well as any applicable IDOT Highway Standards. Hereafter these items shall be collectively be referred 10 as the IDOT Standard Specfications. c. Water Main, Storm Sewer, and Sanitary Sewer construction shall conform to the "Standard Specifications for Water and Sewer Construction in Illinois", latest edition. d. Soil Erosion and Sedimentation Control shall conform to the Illinois Environmental Protection Agency (IEPA) "Illinois Urban Manual" (IUM), latest edition and "Illinois Procedures and Standards for Urban Soil Erosion and Sedimentation Control", latest edition. e. Traffic Control shall conform to the "Manual of Uniform Traffic Control Devices" (MUTCD), latest edition. as well as the latest edition of the "Illinois Supplement to the MUTCD", and IDOT "Quality Standard for Work Zone Traffic Control Devices', latest edition. f. All handicap accessibility items shall conform to the Illinois Accessibility Code (IAC), latest edition. g. General Notes and Specifications contained herein or elsewhere as a separate document. If a conflict, contradiction, or discrepancy occurs between any of the above Specifications the more stringent requirement shall apply, unless directed otherwise by the applicable Jurisdictional Agency. 3. Contract Documents: a. The Engineer's Plans and Specffications shall be included as part of the Contract Documents. b. All Contractors shall carefully examine the Plans and Specifications, and other Contract Documents prepared for the work. They shall visit the site of the work and acquaint themselves with all local conditions. codes, and requirements affecting the contract. If awarded the contract, they shall not be allowed extra compensation by reason of any unforeseen difficulties or obstacles which the Contractor could have discovered or reasonably anticipated or Inferred prior to bidding or start of consbvction. c. Should it appear that the work covered by the Plans and Specifications or other Contract Documents is not sufficiently detailed or explained, a Request For Information (RFI) Fomr shall be submitted 10 the Engineer for further explanations and drawings as may be necessary to clarify the point in question prior to the contact award. Itis the intention of the Contract Documents to provide a job complete in every respect Incidental items or accessories necessary to complete the work may not be specifically noted or shown but that are necessary to complete the project shall be considered incidental to the Contact. The Contractor is responsible for this result and to tum over the project in complete operating condition, irrespective of whether the contract documents cover every Individual item in minute detail. d. The Contractor shall review the subsurface exploration and geotechnical report (a.k.a. soil boring report) prepared by Testing Service Corporation dated 01/05/2015, to become familiar with the subsurface sail conditions for the site. Copies of all such soil boring reports for the property can be obtained from the Owner. If any additional soils data is needed to confirm the Contractor's opinions of the subsurface conditions, this shall be done at the Contractor's expense. The Contractor shall obtain the Owner's written authorization to access the site to conduct a supplemental soils investigation. The Owner and Engineer make no representation or warranty regarding the number, location, spacing or depth of borings taken, nor of the accuracy or reliability of the information given to the results thereof. Furthermore, the Owner and Engineer assume no responsibility for the possibility that during construction, the soil and groundwater conditions may vary between borings or are different than previously indicated. Any baring, sheeting, dewatering or special construction methods deemed necessary by the Contactor in order to install the proposed improvements shall be considered incidental to the Contract and no additional compensation will be allowed. 4. Should any apparent emirs, omissions, discrepancies or conflicts be discovered on the Plans, Specifications, Quantities or other Contract Documents by the Contractor, whether prior to or after the ward of the contract, the Engineers 85001100 shall be called to the same before work is begun thereon, so that proper clarification can be provided or revision made. If any work is done without contacting the Engineer, it shall be considered that the Contractor has proceeded al their own risk and expen 5. Whenever the performance of work is indicated on the Plans, and no specific item is included in the Contract for payment, the work shall be considered incidental to the Contact and no additional ompensation will be allowed. The Contactor shall provide all necessary labor, material, equipment, etc. necessary to perform all the work required for construction of the proposed improvements. 6. The base plan/drawing for the Engineering Plans (existing conditions, site topography, utlllties, rights-of-way, etc.) was obtained from the topographic. survey prepared by: Haeger Engineering, LLC 1304 N. Plum Grove Road Schaumburg, IL 60173 847-394-6600 Job Number: 914-168 7. The Owner shall obtain the necessary approvals from me following Jurisdictional Agencies: a. City of Des Plaines b. Metropolitan Water Reclamation District of Greater Chicago (MWRD) is Envir a Pro c. Illino merit I leclionA enc TEPA -Water and Sewer Division 9 yl tl. Illinois Environmental Protection TEPA - Notice of Intent NOI General Permtt to Atency( ) ( ) Discharge Storm Water from ConsW ction Site Activities e. IIIlnois De artment of Trans ortation IDOT P P 8. The Contractor, unless otherwise agreed upon In witting with the Owner prior tome start of Construction, shall at his own expense, obtain alt other approvals including permits, licenses, etc., as may be required for the execution of this work as well as provide all necessary notices, pay all fees required. post bonds, obtain all necessary insurance, and comply with all laws, ordinances, rules, and regulations relating 10 the work and to the preservation of public health and safety. The Contractor shall also provide all required insurance and/or bonds as may be required by the Jurisdictional Agencies. In addition, the Contractor shall meet all of the requirements of any penults as might be sued for this work by other Agencies, antl shall pay for at their sde expense any surety, insurance or bonds as may be required by the Jurisdictional Agencies. 9. No work shall proceed until the appropdate permit or permits have been obtained for the item or items to be constructed. If any work does proceed without the appropriate permits or approvals, itis being done without the permission or consent of the Engineer. The Contactor and Party authorizing the work io proceed shall be assumed to be proceeding at their own risk and the Engineer shall not be held liable or responsible for any work being performed without a permit. 10. The Contractor shall indemnify and hold harmless the Owner, Engineer, Village/City, and other Jurisdictional Agenc well as all of their respective officers, employees, agents, and Engineers from and against all losses, claims, demands, payments, sults. actions. recoveries, and judgment of every nature and description brought or recovered against them, by reason of any act, error or of it. on of said Contractor, their agents or employees in the execution of the work or In the guarding 11. The construction shall be under the general inspection and observation of the designated individual authorized by the Village/City or other applicable Jurisdictional Agencies. The Village/City, Jurisdictional Agencies, Owner, and Engineer shall be notifed at least two working days prior to the ment of work. 12, The location of existing underground utilities such as water mains, sewers, gas lines, electric lines, cable TV lines, fiber optic lines, etc., as shown on the Plans, has been determined from the best vailable information and has been provided for the convenience of the Contractor. However, the Owner and Engineer do not assume responsibility !n the event that during consbsction, utilities other than those shown may be encountered and that the actual location of those which are shown may be different from the location as shown on the Plans. The Contractor is to verify the location of all utilities prior to the start of work and is responsible for damage to the same. The Contactor shall contact J.U.L.I.E. or Digger by dialing 811 (Outside the City of Chicago - J.U.L.I.E.: 1-800-892-0123 or within the City of Chicago- Digger: 312-744-7000) and the Village/City Public Works Department for utility orates at least 48 hours, excluding weekends and holidays, before digging. For any utility companies which are not members of JULIE or DIGGER. the Contractor shall contact the Owners of each respective utility directly for utility locates at leas148 hours, exclutling weekends and holidays, before digging. 13. In some instances, the existing utilities are shown on the Plans according to information obtained from the utility companies (atlas information) and/or surveys performed By Others. The Owner and Engineer do not guarantee the accuracy or completeness of this information. The Contractor shall be are of potential conflicts with existing or other proposed utilities as indicated on the Plans or that b come apparent as the result of field locates By Others. The Contractor shall make their own vestigations as necessary to determine the existence, nature, and location of all utility lines and related appurtenances wMcn the limits or adjacent to the proposetl improvements. The Contactor shall locate all utilities far enough in advance to avoid all conflicts between existing utlllties and proposed Improvements and make the Engineer aware of any such conflicts. ff the Contractor counters a conflict between the proposed improvements and existing utility that was not located !n advance by the Contractor, then the Contractor shall at no cost io Owner, relocate the proposed Improvements and/or utility to avoid the conflict. 14. The Contractor will be required to cooperate with all utility companies involved in connection with the oval, temporary relocation, construction, reconstruction or abandonment by these companies of any and all services or facilities owned or operated by them within the limits or general vicinity of the proposed improvements. Further, at the direction of the Owner and Utility Companies the Contractor shall coordinate the location and install PVC sleeves as necessary under the proposed pavement, curbs, walks, etc. for utility companies to run their proposetl utility lines. 15. Before doing any work which will damage, disturb or leave unsupported, or unprotected any utility lines r related appurtenances encountered, the Contractor shall notify the respective Owner thereof, who will make all arangements for relocating, adjusting, bracing, or otherwise maintaining or abandoning on lines that fall within the limits of the proposed construction without cost to the Contractor, including the removal of all cables, manhole covers and other related appurtenances which the Owner desires to salvage. After such arrangements have been made, the Contractor will proceed with the work as directed by the Engineer. All utility lines and related appurtenances which are abandoned shall be removed 'd necessary and legally disposed of legally off-sde by the Contractor. 16. No extra compensation will be allowed by the Contractor for any expense incurred for complying with all of these aforementioned utility coordination and cooperation requirements, or because of delays, or Interruptions in their work resulting from the failure of any utility company to remove, relocate. construct, reconstructor abandon their services. The responsibility for prompt and timely oval, relocation, reconstruction or abandonment of their facilities by all utility companies involved, and the coordination of their own work with that of these companies to the end that work on this improvement is not delayed because of the necessary changes in the existing utilities, public or private, shall rest upon the Contractor. 17. Prior to commencing work, the Contractor is to field check and verify all critical locations, elevations, materials, sizes, dimensions, and conditions affecting the work, and notify the Engineer immediately if there are any suspected discrepancies. No work shall be performed until the suspected discrepancy has been resolved. The Contractor shall also call to the attention of the Engineer any errors or discrepancies which may be suspected in the lines and grades which are established by the Surveyor, and shall not proceed with the work until any lines and grades which are to believed to be in error have been verified or corrected by the Engineer. 18. The Contactor shall maintain positive drainage at all times during construction. Construction shall not block off -she drainage and the flow from any drainage ways, field tiles, storm sewers or similar draining off-site properties. All on-site existing field tiles, storm sewers, drainage ways or similar encountered or damaged during construction shall be maintained, restored to their original pre -construction condition or better, properly re-routed, and/or connected to the proposed stornwater drainage system. If this can't be accomplished then the field tile should be repaired or re-routed with new pipe of similar diameter to the original line and put back in service. The Contractor shall notify the Engineer ff any such field tiles are encountered. Whenever during any construction activities any loose material is deposited in the flow line of gutters, ditches, drainage structures, etc. such that the natural flow of water is obstructed, this materia! shall be removed by the responsible party. 19. Prior to commencement of construction, o^ sites that will ultimately result in the disturbance of one (1) re, the Contractor shall be responsible for obtaining a copy of the notice of coverage letter and the IEPA National Pollutant Discharge Elimination System (NPDES) General Permit ILR10 from the Owner, The Owner together along with the Contractor antl/or other entities if so designated by the Owner, shall be responsible for ensuring that all the requirements of the General Persil antl the Storm Water Pollution Prevention Plan (SWPPP) inclutling but not limited to the Installation, maintenance as well as the installation of any additional measures necessary that may be required, and inspections of the soil erosion and sediment control measures as well as completing all of the necessary applicable oertifica5ons, reports, logs, etc. Inspections are required to be performed at least once every seven (7) calendar days and within 24 hours of the end of a storm event of 0.5 inches of rain (or equivalent snowfall) or greater. The SWPPP antl all the required paperwork shall be kept on-site antl be organized and ready for viewing. 20. No construction activities, disturbance or fill shall occur within me limits of natural resources such as wetlands, floodplains, creeks, streams, ponds, lakes, basins, reservoirs, etc. or their respective buffers unless specifically specified on the Plans and further that the work has been permitted. The Contactor shall take sufficient precautions to protect these natural resources that are to remain, whether on-site • n adjacent property, to protect them from sediment, fuels, oils, bitumens, celcium chloride, or other harmful materials that may be a detriment. The Contactor shall conduct antl schedule their Construction so as to avoid siltation, or other disturbance or impact to these natural resource areas. The Contractor shall not disturb or otherwise Impact these designated natural resource areas, or areas that have been designated to be protected or as essential habitat for State or Federal listed endangered or threatened species, or Prairie or Savannah areas where the Owner has made mmitments for protection of mese areas. Also, if previously unidentified natural resource areas, pairies, savannahs, or areas or locations suspected of containing protected species are identified during construction, the Contactor shall not disturb them unless written permission to do so is granted by the Owner or applicable Jurisdictional Agency. If the Owner, Engineer, or applicable Jurisdictional Agency determines that additional measures are necessary to prevent or mitigate project effects on natural resource areas, prairies, savannahs, protected species, or essential habitat the Contractor shall cooperate in accomplishing these measures. 21. The Contactor shall confine their activities to within the project boundaries, work areas, or easements specthed. No work shall be performed on adjacent private property or outside the project work areas without the written permission of each respective Owner. The Contractor shall be liable for damage usetl to existing or newly installed improvements as well as any tlamage on adjacent property or • outside designated work areas, provided damage us a result of Contractor action, or lack thereof. 22. The Contractor is responsible for returning all areas affected by equipment, materials and/or laborers to preconstruction condition or better. All existing utilities or improvements, inclutling but not limited to pavements, curbs, drives, bees, and parkways damaged or removed during construction shall be promptly restored to their respective original preconstruction condition or better. The Contractor Is also responsible for protecting all newly constructed work from damage until the project has been corn leted and has been a roved antl acce ted b the Owner, P PP P Y 23. work or p hen Mec tedtto d os sbyll be performetl immediately upon completion of aach phase p the work or when directed to tlo so by the Owner, so Nat these aeras will be restored as ready as possible to their original pre-constmdlon condition or better, and shall include but not be limited to, restoration of maintained lawns and rights-of-way, roadways, driveways, sidewalks, ditches, landscaping, fences, mailboxes, storm sewers, drain tiles, sanitary sewers, water mains, etc. It shall also be the responsibility of the Contractor to remove from the site any and all materials and debris which results from their consfrudlon operations at no additional expense to the Owner. 24. All proposed grades shown on the Plans shall be considered to be finished grade surface elevations unless noted otherwise. 25. Construction stakin /la out shall be rovided b the Contractor and shall be included cn the Contract 9 Y P Y Price unless otherwise a reed u n writin with the Owner rior to the start of Construction. 9 Po In 9 P 2fi. All Construction means and methods, techniques, procedures, schetluling, sequencing, and job site safe is the sole res nsibilil of the Contractor. ty pa v 27. The Contractor shall observe and comply with all the Ocoupational Safety and Health PAminisiration (OSHA) standards, rules and regulations, as well as any other applicable local, state antl federal safety requirements. 28. All trenching, shoring, bracing and construction work performed shall be m accordance with the Occu ational Safe antl Health Administration OSHA standards. p ty 29. The vontactor shall take wobtever steps necessary tN protect the public from open trenches, • ovations, antl other site obstructions or hazams. No trenches, excavations or holes in the pavement or parkway are to be left open over a holiday, weekend, or after 3 p.m. on the day preceding a holida o weekend. y r 30. During consWction the Contractor and Meir Sub -Contactors shall keep the premises clean by wing all rubbish, debris, waste material antl other accumulations as necessary. The Contactor shall dean me premises to the satisfaction of the Village/City antl Owner. 31. The Contractor shall have appropriate equipment and material including street sweepers and end loaders available on-site at alltimes whene ui meat or vehicles are usin existin ublic or rivate 9 P 9 9r" P roatls antl/or pavement. The Contractor shall immetlialely remove any setlimenl or tlebris inclutling but not limited to dirt, mud, clay, sediment, concrete, gravel, sand, stones, plant material, refuse, garbage, oil, grease, etc. deposited on any roadway, street, walk. alley or other pavement by any equipment, vehicles or personnel associated with this project. This work shall be considered incidental to the Contact. 32. The Contactor shall at all times maintain proper dust control ai the site and shall have a watering truck readily available during all wodeing hours. The Contactor shall water the entire site whenever the site conditions become unhealthy due to blowing soil or dust. The site shall be watered as many times per day as necessary to maintain a healthy work site as determined by the Owner or Engineer. Water for • mergency use shall not be obtained from any fire hydrant, unless the fire hydrant is metered with a proper backflow prevenler in accordance with Village/City or Jurisdictional Agency requirements. The cost to furnish dust control shall be 108110ntal to the cost of Construction. 33. Trees not marked for removal shall be protected as necessary by the Contactor. In the event that a tree is damaged by the Contractor during construction, the Contractor shall replace such tree with a tree or trees in accordance with Village/City requirements. If the Village/City does not have specific tree replacement requirements, the damaged existing or newly planted tae shall be replaced in ccordance with the procedures outlined in Section 201 of the IDOT Standard Specifications. The Contractor shall ensure that they are familiar with the applicable tree preservation requirements and shall be held responsible for the replacement of all damaged trees not designed for removal, and any penalties associated with the unapproved removal of trees. 34. Where overhanging branches, limbs, or roots interfere with the requiretl construction activities, saitl branches, limbs, or roots shall be trimmed or pinned as necessary In accordance with Section 201 of the IDOT Standard Specifications. This work shall be performetl untler the supervision of an approved arborist or landscape architect. 35. The Contactor is responsible for the installation and maintenance of adequate signs, traffic control devices, and waming devices, in accordance with the Plans, applicable IDOT Standard Specifications and the MUTCD Standards to inform and protect the public during all phases of construction. The Contractor shall provide all signage, barricades, devices, equipment, personnel, etc. necessary to provide for safe and efficient traffic flow in all areas where the work will interrupt, interfere or cause to change in any form, the conditions of traffic flow that existed prior to the commencement of any portions of the work. Roadways shall remain open to a degree satisfactory to the Owner or applicable Jurisdictional Agency which at their discretion may require the Contractor to furnish traffic control under these or other circumstances where in their opinion it cs necessary for the protection of life antl property. Emergency vehicle access along with access to fire hydrants shall be maintained at all times. Further. unless authorized by the Owner, all existing access points shall be maintained at ail times by the Contractor. 36. Where noted !n the Pians, the Contractor shall have Shop Drawings and any other required supporting documentation or calculations prepared antl submitted for review antl approval prior to any fabrication, placement, or construction. If structural elements such as retaining walls are required, the drawings and any required supporting design calculations must be prepared, and signed and sealed by an Illinois licensed Structural Engineer. 37. The Contractor is responsible for having a set of approved Plans and Specifications with the latest on date on the job site al all times during the construction period. 38. The Contractor shall maintain a dean, legible, undamaged set of Field Marked Construction Plans. These Field Marked Construction Plans shall show the location of the actual installed location of all underground utilities including related appurtenances (sanitary, storm, water, service stubs, gas, telephone, electric, cable TV, etc.) giving particular attention to concealed elements that would be difficult to measure and record at a later date. Any approved modifications, deviations, or alterations from the approved Plans should also be noted and shown on these Field Marked Construction Plans. These Field Marked Construction Plans shall be provided to the Owner/Engineer at the completion of construction. 39. All work that is performed that is not in conformity with the Pians, Specifications or other Contract Documents or that is defective shall be removed and replaced, or otherwise corrected or remedied by and at the sole expense of the Contractor. Any unauthorized work or work performed beyond the limits ss of that shown on the Plans will not be measured or paid for. 40. All work performed under the Plans, Specifications or other Contract Documents shall be guaranteed against all defects i^ materials and workmanship of whatever nature by the Contractor and his surety for a minimum period of 12 months from the date of final acceptance of the work by the Village/City, other applicable Jurisdictional Agencies, and the Owner. unless otherwise agreed upon in writing with the Owner prior to the start of construction,. 41. Before acceptance by the Owner and prior to final payment all work shall be inspected and approved by the Owner or designated representative. Final payment will be made after the Contractors work has been approved antl accepted or as required by the Contract Documents. 42. If required, the Owner shall have As -built or Record Drawings prepared and submitted 10 the Village/City and all other applicable Jurisdictional Agencies for approval after the completion of onsWction. These drawings shall be prepared in accordance with the Village/City and other applicable Jurisdictional Agency requirements. The As -built or Record Drawings must be prepared, and signed and sealed by a registered professional Engineer in Illinois. DEMOLITION AND CLEARING 1. The Contractor shall perforin all demolition, clearing, grubbing, and tree removal and protection work In ccordance with all applicable Federal, Stale, County and Local requirements or as noted in the Plans. 2. Prior to the commencement of any demolition or clearing activities, the Owner or Contractor shall obtain all applicable permits to disconnect the existing utility services to each building proposed for demolition. 3. The Contractor shall coordinate all demolition work with the Village/City, utility companies, and other Jurisdictional Agencies, so as to ensure the protection of all existing sewer, water main, and other u tilities, antl further to ensure that proper stormwater conveyance is attained until the proposed improvements can be installed and placed into operation. 4. Clearing shall consist of the removal and legal disposal Of all obstructions such as trees, hedges, fences, walls, accumulations of rubbish of whatever nature, and all logs, shrubs, brush, grass, weeds, and other vegetation and stumps. These items shall be removed whenever they are found within the street right-of-ways or within the limits of construction. Trees 10 be saved or protected shall be identified by the Engineer on the Plans or in the field. All trees except those designated to be saved or protected, as well as all stumps and hedges within the limits of construction, shall be removed ompletely and legally disposed of off-site oras otherwise designated on the Plans or authorized by the Owner. Trees designated to be saved or protected as indicated on the Plans oras directed by the Engineer, shall be protecletl from damage in accordance with the procedures outlined in Section 201 of the IDOT Standard Specifications. 5. All items shown to be removed on the Plans including items not specifically noted but necessary 10 be raved to construct the proposed improvements shall be demolished or removed as necessary and disposed of legally off-site or as approved by the Owner. 6. Existing utilities to be disconnected shall be done so at the main or as directed by the applicable Jurisdictional Agency or as noted on the Plans. 7. Utilities marked to be abandoned shall be abandoned as required by the applicable Jurisdictional Agency or as noted on the Plans. 8. All existing pavement or concrete to be removed shall be saw -cut along the limits of the proposed oval to provide a clean vertical edge. The cost of saw -cutting shall be considered incidental to the oval of each item. 9. All voids left by any item removed under any proposed building, pavement walk or other structural • r within zones of influence thereof shall be properly backfilled with suitable backfill material antl/or compacted as necessary by the Contactor. 10. The Contactor shall implement a daily program for dust control as it relates to the demolition and clearing activities. This program is to be approved by the Village/City prior to the start of any demolition or clearing work. 11. All existing building services serving buildings that are to be removed shall be disconnected antl raved as required by the applicable Jurisdictional Agency. 12. All existing wells shown on the Plans to be abandoned or that are discovered during the course of onsWction shall be exposed and cutoff three (3) feet below the proposed finished grade and sealed by the Contractor in accortlance with Section 920 of the 'Illinois Water Well Construction Cotle", latest etlition, or as required by the Health Department or by any other Local, County, State or Federal rules and regulations. 13. All existing septic tanks, grease traps or similar shown on the Plans to be abandoned or that are discovered during the course of construction shall have all liquids antl solids removed and disposed of legally off-site by a licensed commercial waste hauler !n accordance with the requirements of the Health Department or as required by any Local, County, State or Federal rules and regulations. The structures shall then be removed and disposed legally oft -site or broken in-place, so as not to hold liquid, and back-filled with suitable materials by the Contractor or as required by the Health Department or by any other Local, County, State or Federal rules and regulations. 14. Any material containing asbestos or other hazardous materials found within existing structures or other items shown to be removed !n order to construct the proposed improvements shall be removed from the site and legally disposed of off-site by the Contractor in accordance with applicable County, Stale or Federal rules or regulations. 15. All fire access lanes or routes located within the existing project area shall remain in service, clean of tlebris, and accessible for use by emergency vehicles al all times while demolition and clearing work is being performed. 16. It shall be the responsibility of the Contractor to legally remove from the site any and all materials and debris which results from their demolltlon or clearing operations at no additional expense to the Owner. Bu0ing or incineration on the site is not permitted. EARTHWORK AND GRADING 1. All earthwork and grading activities shall be performed !n accordance with the 1DOT Standard Specthcations oras noted In the Plans. Included In this work, but not necessarily limited to the following are: stripping and stockpiling of topsoil, mass gading and fine grading of the site and roadways, excavason of unsuitable materials and adequate disposal of unsuitable materials antl their replacement with suitable materials where required, construction of detention ponds, berm onstruction, and miscellaneous topsoil respread and seeding. 2. Any earthwork quantities, calculations, summaries that have been furnished by the Engineer are for information purposes only and are provided without any guarantee by the Owner or Engineer whatsoever as to their sufficiency or accuracy. They are 101004ed to be used solely as a guide for the Contractor in determining the scope of the completed project. Itis the responsibility of the Contactor to determine all material quantities and apprise themselves of all site conditions. The Contractor monis that he has performed his own investigations as necessary and his own calculations to determine site soil conditions and earthwork quantities. The Engineer makes no representation or guarantee regarding earthwork quantities or Thai the earthwork for this project will balance due to the varying field conditions, changing soil types, allowable construction tolerances and construction methods that are beyond the control of the Engineer. In the event that the Earthwork !s indicated to be Lump Sum then the Contract Price submitted by the Contractor shall be considered as Lump Sum and shall Include all items necessary for the complete project and no claims for extra work will be ecognized unless authorized !n writing by the Owner. 3. The soil boring reports for the subject property can be obtained from the Owner. The information presented in these reports is solely for the guidance of the Contactor. The Owner and the Engineer make no representation or warranty regarding the information contained !n the boring logs or soils report, The Contractor shall make their own investigations and shall plan their work accordingly. Arrangements to enter the property during the bidding phase may be made upon request of the Owner. There will be no additional payment for expenses incurred by the Contactor resulting from adverse soil or ground water conditions. 4. The initial establishment of soil erosion and sediment control measures such as the placement of • ontrol silt fence, stabilized construction entrance, inlet protection, etc. shall be installed by the Contractor dor to the start of demolition clearin and mass radio . P 9 9 9 5. All eaMwork and grading operations are to be supervised antl inspected by a qualified GcetechnicaWSoils Engineer or their designated representative. All testing, inspection, observation, and supervision of soil quality, unsuitable soil removal and its replacement, compaction testing, rands and retention areas hold/retain water antl other soils related o erations shall be • unng p p entirely the responsibility of the GeolechnicaVSoils Engineer. Furthermore, no undercut or other docummended remediation work shall be performed without authorization by the Owner and entation of extent by the GeotechnicaVSoils Engineer. 6. A qualified Geotechnical/Soils Engineer or their designated representative shall observe the onstruction of the retention antl detention areas Including berming to ensure the areas will be capable of holding the designated normal and high water levels. Gravel or sand seams, or other conditions which may be encountered and which might tend to dewater the area shall be remedied as directed by the Geotechnical/Sails Engineer. 7. Topsoil stripping or excavation shall initially consist of the removal of the uppermost layers of organic soil antl stockpiling ata location shown on the Plans, in another area deemed appropriate by the Contractor and approved by the Owner. or ata location specified by the Owner or Engineer. No stockpile location shall be finalized without the expllcll approval from the Owner. Further, stockpiles shall not be located within flood prone areas or within designated butler areas. 8. Stripping of vegetation or ground cover, grading, or other soil distu once activities shall be done !n a • er which will minimize soil erosion. Further, the disturbance shall be kept to a minimum and all disturbed areas shall be stabilized with temporary or permanent measures within fourteen (14) days of active hydrologic disturbance or redisturbance. 9. The Contractor shall take precautionary measures io m!n!m0e earthwork and other activities in the • s where trees are to be saved or protected as to not cause injury to roots or trunks. 10. Embankment placement including preparation of existing ground surface prior to embankment placement and compaction shall be in accordance with Section 205 of the IDOT Standard Specifications. All embankments located within structural fill areas or zones of influence thereof shall be constructed to a minimum 95% of the modMed proctor density In accordance with ASTM 01557. Embankments located in non-structural fill areas shall be constructed to a minimum of 90% of the modlfed proctor density in accordance with ASTM D1557. 11. Topsoil respread shall consist of placing a minimum of a four (4) inch layer of topsoil or depth indicatetl on the Plans over the disturbed unpaved areas within the construction limits. These areas shall then be seeded, sodded, landscaped, stabilized, etc. as indicated on the Plans. 12. Sod shall be placed on all disturbed areas within the right-of-way antl at other locations indicated on the Plans. 13. Refer to the Landscape Plans prepared By Others far additional information on the landscaping and ground cover requirements. 14. Completed subgratle grading and final finished grading for all proposed improvements shall be within a tolerance of plus or minus one-tenth (0.1) fool of the design elevation. 15. Contractor shall provide uniform slopes between proposed grades and smooth vertical rves/transitions through all high and low points. Smooth transitions shall be provided where any poposed improvements match into or abut existing improvements. 16. The subgratle for the proposed streets and other pavement areas shall be proof -rolled by the Contractor in the presence of the Village/City Engineer or applicable Jurisdictional Agency and the Geotechnical/Solls Engineer. Any unstable areas or failures encountered shall be removed and replaced or remediated as directed by the Village/City Engineer or applicable Jurisdictional Agency and Geotechnical/Soils Engineer. Any unstable areas or failures encountered and remediation method including approximate size, quantity, etc. shall be documented by the Geotechnical/Soils Engineer. 17. It shall be the responsibility of the Contractor to legally remove from the site any and all materials antl debris which results from their construction operations at no atlditional expense tome Owner. Burning or incineration on the site is not permitted. SEWER AND WATER MAIN GENERAL NOTES 1. All sanitary sewers, storm sewers and water mains as well as their services and other relatetl appurtenances shall be constructed antl tested in accordance with the "Standard Specifications for Water and Sewer Construction in Illinois", latest edition, the requirements of the applicable Jurisdictional Agency, and the applicable Typical Details. 2. Rough grading shall be within one (1) foot of finished subgrade elevation shall be completed prior to the commencement of the untlerground utility construction. 3. Trench excavation, bedding and backfill, and compaction for sanitary sewers, storm sewers, water mains as well as their services and other related appurtenances shall be In accordance with applicable Trench Section Details. 4. When in the opinion of the Geotechnical/Soils Engineer, unsuitable soil conditions are encountered within utility trenches which require the removal of unsuitable materials below the depth of the bedding specified, the Con0ctor shall remove the unsuitable soils and replace the material with granular compacted bedding material as directed by the Geotechnical/Solls Engineer, Village/City or other applicable Jurisdictional Agency. The depth of the required removal and replacement shall be documented by the Geotechnical/Soils Engineer and witnessed by the Contractor. This work, when approved by the Owner and Geotechnical/Soils Engineer, will be measured antl paid for at the contract unit price per cubic yard in place for unsuitable soil which price shall include the removal antl off-site disposal of unsuitable soil, the additional bedding material. and all labor, materials and equipment requiretl to perform the work as specified. 5. All utility trenches for the proposed sanitary sewer, storm sewer, water main and services lying under r where the inner edge of the trench is within two (2) feel of any pavement area, curb, curb and gutter, stabilized shoulder, sidewalk, building, utility cro sing or other structural area shall be backfilled with select granular backfill material and compacted as noted on the Plans. 6. The Contractor shall be responsible for dewatering any excavation for the installation of sanitary s, storm sewers, water mains as well as their services and other related appurtenances. Any dewatering required to construct the proposed underground improvements shall be considered Incidental to the respective underground improvement. 7. Connections to an existing sewer main shall be to an existing service stub, wye, tee, or manhole where possible. Sewer connections to existing sanitary manholes shall be machine cored. All pipe • sections to sanitary structures shall be made with flexible waterstop gasketlboot (resilient • rector) conforming to ASTM C923. 8. When connecting to an existing sewer main by means other than an existing service stub, nye, tee. or manhole, one of the following methods shall be used: a. Circular saw -cul of sewer main by proper tools ("shewer-tap" machine or similar) and proper installation of a suitable hub-wye saddle or hub -tee saddle. b. Remove the entire Section of pipe breaking only the top of one bell and replace with a wye or tee branch Section. c. With pipe cutter, neatly and accurately cut out the desired length of pipe for insertion of proper fittings, using "Band -Seal" or similar flexible type couplings to hold itfi0n19 in place. tl. 01her method approved by Jurisdictional Agency. 9. 'Band -Seal" or similar flexible type couplings shall be used in the connection of sewer pipe of dissimilar materials. 10. The Contractor shall mark the locations of the ends of the service stubs with 4"x4" wood osis P extentling a minimum of three (3) feat above the grountl. The top twelve (12) inches of post shall be painted green for sanitary, while for storm, and blue for water. The Contractor shall keep accurate cords of all service connection locations. 11. All structures including but not limited to frames and lids or grates, cleanouts, b -boxes, etc. shall be adjusted as necessary by the Contractor to final finished grade elevation. 12. All sanita s rs storm sewers water mains as well as their services and other related ry e appurtenances shall be thoroughly cleanetl to the satisfaction of the Village/City, Owner, and Engineer • ssary during construction, prior to inspection antl testing, antl at the entl of the project. 13. The Contractor shall co 011100te the testing and televising so that it can be witnessed by the applicable Jurisdiction Agency. 14. The cost of the cleanin ielevisin and testln shall be considered incidental to the Contract. 15. All deficiencies antl defects observed as well as any necessary corrective work requiretl as the result of testln or television !ns ection shall be erformed b the Contractor al no additional cost 10 the 9 P P Y Owner antl wimout tlela .All tli s racks Teaks im erl cealetl �oints antl de artures tom me Y P c Prof Y 1 P approved grades and alignment shall be repaired by removing and replacing the involved sections of pise. U on m letion thereof the sewer shall be retested and/or re -televised and such further p co p in pection made as may appear warranted by the Owner or as required by the Jurisdictional Agency. 16. Refer to Sanitary Sewer, Storm Sewer, Water Maln and Water Maln Protection Requirements for adticional requirements. SANITARY SEWER 1. Refer to Sewer and Water Main General Notes for additional r u mens. eq Ire 2. Gravity Sanitary Sewer Pipe shall be conshucled (cram one or mote of the following materials as specified on the Plans: a. Poi in I Chloride PVC Pie 000000nin to ASTM D3034 with a Standard Dimension Ratio Y Y P 9 (SDR) of 26 unless noted otherwise on the Plans with elastomeric gasketjoints conforming to ASTM D3212 and F477. b. Ductile Iron Pipe (DIP), Class 52, conforming to ANSI A21.51 and AW WA 0151 with rubber gasket joints conforming to ANSI 621.11 and AWWA 0111. The interior of the pipe antl fittings shall be cement -mortar lined !n accortlance with ANSI A21.4 and AWWA 0104. The exte0or of all pipes and fittings shall be coated with an asphaltic coating per ANSI A21.51 and AWN/A C151 for ductile Iron pipe, ami ANSI 021.10/621.53 antl AW WA C110/Cl53 for fittings. 3. Where water main quality pipe and joints are required to meet thewater main protection requirements the sanitary sewer pipe shall be constructed from one or more of the following materials as specified on the Plans: a. Polyvinyl Chloride (PVC) Pipe conforming to ASTM 02241 with a Standard Dimension Ratio (SDR) of 26 unless noted otherwise on the Plans with elastomeric gasket Joints conforming to ASTM 03139 and F477. b. Ductile Iron Pipe (DIP), Class 52, conforming to ANSI A21.51 antl AW WA 0151 with rubber gasket joints conforming to ANSI A21,11 and AW VVA 0111. The interior of the pipe and fittings shall be cement -mortar lined !n accordance with ANSI A21.4 and AWWA 0104. The exterior of all pipes and fittings shall be coated with an asphaltic coating per ANSI A21.51 and AW WA 0151 for ductile iron pipe, and ANSI A21.10/A21.53 and AW WA C110/C153 for fittings. 4. All sanitary manholes shall be constructed of precast reinforced concrete sections with longue antl oints conformin to ASTM C478 antl shall have a minimum inside tliameter of 48 -inches. If groove I g aeholepes and116 not entalfled in the Pians the required manete arse andr shall bsdetermined be e of pipes and their orientation. The precast reinforcetl concrete base antl bottom section shall be onolithically cast. All pipe openings in the structure shall be precast into the structure walls at the proper invert elevation antl orientation. Benches and defined channel invert flow lines shall be provided al bottom of structures to provide smooth defined tow path between all inlet antl outlet pipe verts. Sanitary manholes shall have eccentric offset cones, except where necessary due to height and opening restrictions, where a precast reinforced concrete flat top slab section shall be provitletl !n -lieu of an eccentric cone section. Flat top slabs shall conform to IDOT Standard Detail 602601 as well as meet the H-20/HS-201oading requirement. Concrete adjusting rings will be permitted where • ssary and shall be limited to Mm (2) adjusting rings totaling not more than eight (8) inches !n height or as permitted by the applicable Jurisdictional Agency. Ail joints between structure sections, adjusting rings and frames shall be securely sealed to one another using a resilient, flexible. on -hardening bituminous mastic or butyl sealing compound In accordance with ASTM C990. or flexible rubber gasket in accordance with ASTM 0443 in order to provide a watertight joint. The Contractor shall remove all excess mastic on inside of structure and butter joints with mortar. 5. External chimney seals shall be provided on all sanitary manholes and all sanitary manholes shall be watertight. 6. Sanitary manhole frames and lids shall be Neenah R-1713 with Type B, self-sealing, watedight lids with concealed pick holes or approved equal, unless noted otherwise in the Plans. Sanitary manhole lids shall be imprinted with the word "SANITARY' cast into the lid. 7. Manhole steps shall be furnished and 108181led in all Sanitary and Storm structures in accordance with the "Standard Specifications for Water antl Sewer Construction", latest etlition antl as shown on the Plans. Steps shall be polypropylene coated steel core reinforced steps with slip, load, and pullout ratings in accordance with ASTM C478 and OSHA requirements. The steps shall be placed uniformly at twelve (12) to sixteen (16) inches on -center and shall be located directly below the manhole frame opening and shall not be located directly over a pipe opening with the alignment of the steps generally perpendicular to the pipe flow direction wherever possible. 8. An extemal drop manhole structure in accordance with Plans or other Jurisdictional Agency requirements shall be provided where the difference between inverts is greater than or equal 10 two (2) feet. 9. The minimum cover over sanitary sewer 1lnes and services shall be three (3) feet. 10. The minimum sanitary service line size shall be 6 -inch diameter pipe ata 1.0% minimum slope. All s stubs shall be capped with a watertight plug until connection is ready to be made. The plug shall be properly secured to withstand the required test pressures. 11. Sanitary sewer service risers shall be installed where the mainline sewer depth is greater than twelve (12) feel or in locations indicated on the Plans. 12. 010800uts shall be provided in locations shown on the Plans or as required by the Judsdictional Agency. 13. All floor drains shall discharge into the sanitary sewer. 14. External grease traps, if applicable, shall be provided in accordance with the Jurisdictional Agency requirements at the locations shown on Plans. Contractor shall submit shop drawings for review antl approval prior to ordering or fabticating the grease trap. 15. Sanitary sewers and related appurtenances shall be tested and televised to accordance with the following: a. All sanitary sewers shall be tested for acceptability by either an air test, Inflltration of water test, or ex(Itralion of water test ora combination thereof in accordance with the 'Standard Specifications for Water antl Sewer Construction", latest etlition or in accordance with the requirements of the Village/City or applicable Jurisdictional Agency, whichever is more restrictive. The maximum allowable rate of infiltration or exfillration shall not exceed 100 gallons per inch diameter of pipe per mile of pipe per day. b. All flexible pipe sanitary sewers shall be deflection tested in accordance with the "Standard Specifications for Water and Sewer Construction", latest edition or in accordance with the requirements of the Village/City or applicable Jurisdictional Agency, whichever is more restrictive. Deflection shall not exceed the manufacturer's recommended deflection limits or a maximum of 5% of the internal diameter of the pipe, whichever is more stringent c. All sanitary manholes shall be tested for watertightness using a leakage test in accordance with ASTM 0969 - "Standard Practice far Infiltration and Exfiltation Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines" or ASTM C1244 - "Standard Test Method for Concrete Sewer Manholes by the Negative Pressure (Vacuum) Test Prior to Backfill". d. The Contractor shall televise all newly constructed sanitary sewers in accortlance with applicable Jurisdictional Agency requirements prior to the completion of the project and final acceptance. A copy of the inspection video shall be provided to the applicable Judsdlctional Agency and the Engineer for review. CITY OF DES PLAINES GENERAL NOTES FOR SEWER AND WATER IMPROVEMENTS (NOTE: CITY OF DES PLAINES NOTES SUPERSEDE ALL OTHERS.) 1. Un1es9 otherwise noted or shown on the approved Engineering Plans, all sanitary sewer, storm sewer water main construction shall be per the Standard Specifications for Water and Sewer Construction thr Illinois, Latest Edition. 2. If a conflict between approved Engineering Plans and the Standard Specifications for Water antl Sewer Construction in Illinois, Latest Edition oc rs, the approved Engineering Plans shall take precedence and will govem. These City of Des Plaines General Notes for Sewer and Water Improvements are considered to be part of the Plans and also shall govern If a conflict occurs. 3. The following materials are City of Des Plaines Standards, No variation from these approved standard materials will be accepted, 4. Water main pipe shall be Ductile iron pipe AWWA C-151, Class 52, with AWWA C-111 push -on gasketed joints (or mechanical), with AWWA C-153 and ANSI A 21.53 fittings, all with AWWA 0-104 mens mortar lining, Polyethylene encasement shall conform to AW WA 0105 antl ANSI A21.5. All water main shall be polyethylene encased. 5. Fire. hydrants shall be Mueller Super Centurion 250 catalog No. 6-423 with six (6) inch auxiliary valve catalog No. 2360. 6. Gale valves shall be Mueller A-2360. 7. Sewer bedding shall be CA -11 Or CA -13 crushed. 8. Refer to MWRD notes for sanitary sewer requirements. 9. Storm sewer and culvert pipe shall be constructed of one or more of the following: a. Reinforced concrete pipe ASTM C-76 with 0 -Ring gasket joints conforming to ASTM C-443. Class as per Section 550 of the IDOT Standard Specflcations, Pipe class shall be per Section 550 of !DOT Standard Specifications, except that pipe shall be a m Class III in on -structural areas (i,e., grass, parkway, etc.) and a minimum of Class !V Inmor within zone of influence of all s0udura! areas (i.e. roadways, parking Iota curbs, walks, etc.). b. Ductile Iron Pipe AWWA C-151, Class 52, with AWWA C-111 push -on joints and AWWA C-104 ment mortar lining. 10. Concrete Flared End Sections shall be per IDOT Stantlartl 542301, 11. Trench backfill shall be CA -6 crushed stone or crushed gravel. Samples of all materials shall be furnished to the Engineering Department for approval prior to incorporating any material in the proposed construction. Flowable fill shall be used for a!! trench backfill in the Public R.O.W. for water main, sanitary sewer and storm sewer. 12. Sanitary frames and Lids shall be per the following: a. East Jordan Iron Works Company Catalog No. 1022-1, specify gasket, extra H.D. cover (3256), cealed pick -hole, "CITY OF DES PLAINES - SANITARY" imprint on cover. For 4" high frame, i East JOMan Iron Works Com an Cala o No. 1037 Fame. Construction with 4" frames must p y g must be approved bo me ny o1Des No.n8- Director p Enyinee- a ili grlting. b. Neenah Fountlry Company Catalog No. R -1772-B, specify s 196 008ling Icd, concealed pick -hole, "CITY OF DES PLAINES - SANITARY" Imprint on !!d, For 4" high fame, specify Neenah Foundry Company Catalog No. R-1647 frame. Construction with 4" frames must be approved by the City of Des Plaines Director of Engineering !n writing. 13. Storm or Water frames and Lids shall be per the following: a. East Jordan Iron Works Company Catalog No. 1022-1, specify H.D. cover (3259), "STORM" or "WATER" lmpOnt on cover. For 4" high frame, specify East Jordan Iron Works Company Catalog No. 1037 Frame. Construction with 4" frames must be approved by the City of Des Plaines Director of Engineering in wdting. Open !id storm structures shall have type M1 gale. b. Neenah Foundry Company Catalog No. R-1772-6, specify, "STORM" or' WATER" imprint on !!d, For 4" high frame, use Neenah Foundry Company Catalog No. R-1647 frame. Construction with 4" frames must be approved by the City of Des Plaines 0lrector of Engineering !n writing. Open 1111 storm structures shall have R-2502 grate. 14. Catch Basins shall be as shown on plans. A!! parking tot drainage structures (unless noted otherwise) shall be 48 -inch diameter, Type A catch basins, with a 24 -inch diameter Type A inlet. See plans for inlet locations. 15. Curb and gutter storm structure frame and grates shall be per the following: Standard Low-Polnt- a. East Jordan Iron Works Company Catalog No. 7221 M1 (T1 curb back) frame end grate. b. Neenah Foundry Company Catalog No. R -3278-A frame and grate. Flow Through - a. East Jordan Iron Works Company Catalog No. 7221 M4 (T1 curb back) frame and grate. b. Neenah Foundry Company Catalog No. R -3278 -AL frame and grate. 16. Ditch grates shall be per the following: a. East Jordan Iron Works Company Catalog No. 6527 grate. b. Neenah Foundry Company Catalog No. R4340 -B grate. 17. Structure steps shall be propylene coated steel reinforcing rods and shall meet OSHA Standards for Load and Pullout Ratings oras approved by the City Engineer. 18. Contact Public Works Department at (847) 391-5469 for water main locates and shut -offs. 19. Refer to MWRD (MSD) Permit, if applicable and MWRD Notes for their inspection and notification requirements. Ail public storm, sanitary and water main improvements require inspection notification prior to any construction. Notify the Engineering Department, (847) 301-5390 two (2) working days prior to any construction to arrange for required inspections. All material to be incorporated into the public improvements requires Inspection and approval prior to any construction. 20. The City shall maintain water main only. A!! other maintenance will be the responsibility of the Home Owners Association (HOA). 0 E U° 8 L V g n m 3 w W W"o C m `r E - W w_ L w p d _ [ E i W ._ V v W _ QF C 1/ T w E C �''�IY,..,YIC'7' 0 IJ U GENERAL NOTES AND SPECIFICATIONS Z W Q H J Z� O - Z d W J Z �Z O W5 C7 p o Za w C C W J W 1 - Project Manager: 1 D T Engineer: P A C Dote: 01/22/2016 Project No. 14-168 f Sheet C".�/ F C9 O oosnrs i t a.� o,os c:v.uo-rnlfd.9 Page 43 of 74 STORM SEWER 1. Refer to Sewer and Water Main General Notes for additional requirements. 2. Stomr Sewer Pipe shall be constructed from one or more of the following materials es specified on the Plan a. Reinforced Concrete Pipe (RCP) conforming to ASTM C76 with 0 -Ring gasket joints conforming to ASTM C443. Pipe class shall be per Section 550 of IDOT Standard Specifications, except that pipe shall be a minimum Class 111 in non-structural areas (i.e., grass, parkway, etc.) and a m of Class 1V in or within zone of influence of all structural areas (i.e., roadways, parking lots, curbs, walks, etc.). b. Polyvinyl Chloride (PVC) Pipe confonning to ASTM D3034 with a Standard Dimension Ratio (SDR) of 26 unless noted otherwise on the Plans with elastomeric gasket joints conforming to ASTM 03212. c. High Density Polyethylene (HOPE) Pipe with smooth wall interior conforming to ASTM D3350 with joints conforming to ASTM 03212 and ASTM 03350. d. Ductile Iron Pipe (DIP), Class 52, conforming to ANSI A21.51 and AW WA 0151 with rubber gasket joints conforming to ANSI A21.11 and AW WA 0111. The interior of the pipe and fittings shall be cement -mortar Itned in accordance with ANS1 A21.4 and AW WA C104. The exterior of all pipes and fittings shall be coated with an asphaltic coating per ANSI A21.51 and AWWA 0151 for ductile iron pipe, and ANSI A21.10/A21,53 and AW WA C110IC153 for fittings. 3. Where water main quality pipe and joints are required to meet the water main protection requirements the storm sewer pipe shall be constructed from one or more of the following materials as specified on the: a. Reinforced Concrete Pipe (RCP) conforming to ASTM 0361 with 0 -Ring gasket joints conforming to ASTM 0443 and C361. Pipe Nass shall be per Section 550 of IDOT Standard Specifications, xcept that pipe shall be a minimum Class III in non-structural areas (i.e., grass, parkway. etc.) and a minimum of Class IV in or within zone of influence of all structural areas (i.e., roadways, parking lots, curbs, walks, etc,). b. Polyvinyl Chloride (PVC) Pipe conforming to ASTM 02241 with a Standard Dimension Ratio (SDR) of 26 unless noted otherwise on the Plans with elastomeric gasket joints conforming to ASTM D3139 and F477. c. High Density Polyethylene (HDPE) pressure pipe with smooth wall interior and joints conforming to AW WA C-906. d. Ductile Iron Pipe (DIP), Class 52, conforming to ANSI A21.51 and AWWA 0151 with rubber gasket joints conforming to ANSI A21.11 and AW WA 0111. The interior of the pipe and fittings shall be cement -mortar lined in accordance with ANSI 021.4 and AW WA 0104. The exterior of all pipes and fittings shall be coated with an asphaltic coating per ANSI A21.51 and AWWA 0161 for ductile Iron pipe, and ANSI 021.10/021.53 and AW WA C110/C153 for fittings. 4. Non -circular reinforced concrete pipe shall be constructed from one or more of the following materials s specified on the Plans: a. Reinforced Concrete Arch Pipe in accordance with ASTM 0506 and AASHTO M206. b. Reinforced Concrete Elliptical Pipe in accordance with ASTM 0507 and AASHTO M207. c. Reinforced Concrete Box Culvert Sections in accordance with ASTM 01433. 5. All storm structures shall be constructed of precast reinforced concrete sections with longue and groove joints conforming to ASTM C478. If the structure diameter Is not specified in the Plans the required manhole diameter shall be determined by size of pipes and their orientation. The precast reinforced concrete base and bottom section shall be monolithically cast. All pipe openings in the structure shall be precast into the structure walls at the proper invert elevation and orientation. Benches and defined channel invert flow lines shall be provided at bottom of sWNures 10 provide mooth defined flow path between all inlet and outlet pipe inverts. Storm manholes and catch basins shall have eccentric offset cones, except where necessary due to height and opening restrictions, where a precast reinforced concrete flat top slab section shall be provided in -lieu of an eccentric cone section. Flat top slabs shall conform to IDOT Standard Detail 602601 as well as meet the H-20/HS-20 loading requirement Catch Basins shall have the sump depth as specified in the Plans. Concrete adjusting rings will be permitted where necessary and shall be Ilmited to two (2) adjusting rings totaling not more than eight (8) inches in height All joints between structure sections, adjusting rings and frames shall be securely sealed to one another using a resilient, flexible, non -hardening bituminous mastic or butyl sealing compound in accordance with ASTM C990, or flexible rubber gasket in mrdence with ASTM C443 in order to provide a watertight joint, The Contractor shall remove all mastic on inside of structure and butter joints with mortar. 6. Manhole steps shall be furnished and installed in all Sanitary and Storm structures in accordance with the "Standard Specifications for Water and Sewer Construutlon", latest edition and as shown on the Plans. Steps shall be polypropylene mated steel core reinforced steps with slip, Ioad, and pullout ratings in accordance with ASTM C478 and OSHA requirements. The steps shall be placed uniformly al twelve (12) to sixteen (16) inches on -center and shall be located directly below the manhole frame opening and shall not be located directly over a pipe opening with the alignment of the steps generally perpendicular to the pipe flaw direction wherever possible. 7. Open lid storm structures are designated with "cif on the Plans and closed lid storm structures are designated with "Rim" on the Plans. 8. Closed lid storm structures frames and lids shall be Neenah R-1713 with Type B lid, or approved equal, unless noted otherwise in the Plans. Closed lid storm lids shall be imprinted with the word "STORM" cast into the lid. 9. Open lid storm structures frames and lids shall be Neenah R -2504-D. or approved equal, unless noted otherwise in the Plans. 10. Yard area drain structures shall be Nyloplasl inline drains or drain basin structures, or approved equal, unless noted otherwise in the Plans. 11, Concrete flared end sections shall be precast reinforced concrete with an end block cast separate to anchor flared end section in place in accordance with IDOT Standard 542301 for circular concrete pipe and IDOT Standard 542306 far elliptical concrete pipe. Grating for flared end sections shall be in cmrdance with IDOT Standard 542311 and shall be provided et all flared end sections twelve (12) inches or greater. 12. Rip -Rap with filter fabric in accordance with Section 281 of the IDOT Standard Specifications shall be provided at locations shown on the Plans. 13. Cleanouls shall be provided m locations shown on the Plans or as required by the Jurisdictional Agency. 14, All downspouts, footing drains, and outside storm drains shall discharge to the store sewer or discharge at grade. No stomrwater shall be discharged into the sanitary sewer system. 15. Perforated pipe underdrains shall be corrugated flexible HDPE pipe conforming to AASHTO M252 or M294, perforated polyethylene pipe of diameter speed on the Plans with a smooth interior and wrapped in a soil filter fabric sock supplied and installed by the Contractor. 16. Elevations of structures located in curb and gutter are flow line elevations. 17. Eleva ion of fla end sec'on a rovided t the extreme outer end of the flared end section. t s retl ti s rep a WATER MAIN 1. Refer Io Sewer and Water Main General Notes for additional requirements. 2. Water Main Pipe shall be constructed from one or more of the following materials as specified on the Plans: a. Ductile Iron Pipe (DIP), Class 52 conforming to ANSI A21.51 and AWWA 0151 with a 150 psi working pressure, with push -on double sealing rubber gasket joints conforming to ANSI A21.11 and AW WA 0111. The interior of the pipe and fittings shall be cement -mortar lined in accordance with AN 1.4 n AWWA 1 4. Th r f II an fittin h [ with n S A2 a tl C 0 a exterio o ra s tl sal be coo ed a P Pe its as haltic coatin er ANSI 021.51 and AWWAC151 for tluctile icon i and ANSI P 9P Pct• A21.10IA21.53 and AW WA 0110/0153 for fiMngs. If specified, the ductile iron pipe and fittings shall be encased by a polyethylene encasement with an 8 mil thickness, Class C (Black) conforming to ANSI 421.5 and AW WA 0105, Installation of DIP and fit ings shall be in ccordance with AWWA 0600. b. Polyvinyl Chloride (PVC) Pipe, 000 18 conforming to AW WA 0900 (4"-12" diameters) and AW WA 0905 (14"-48" diameters) with a pressure rating of 235 conforming t0 ASTM D2241 and joints in accordance with ASTM 03139 with elastomeric seals In accordance with ASTM F477. Installation of PVC pipe and fittings shall be in accordance with AW WA C605. c. High Density Polyethylene (HDPE) pressure pipe and fittings for water main in accordance with AW WA C906, DR 11, 160 psi, with ductile iron pipe outside dimension. 3. Ductile iron fittings or cast iron fittings shall conform to ANSI 421.10 and AW WA 0111: and compact ductile iron fittings shall conform to ANSI A21.53 and AWWA 0103. 4. All water structures shall be constructed of precast reinforced concrete sections with tongue and groove joints conforming to ASTM C478 and shall have a minimum inside diameter of48-inches. If structure diameter is not speed in the Plans the required structure diameter shall be determined by e of pipes and appurtenances that need to be located within said structure. The precast reinforced cele base and bottom section shall be monolithically cast. All pipe openings in the structure shall be precast into the structure walls at the proper invert elevation and orientation. Water structures shall have concentric cones, except where necessary due to height and opening restrictions, where a precast reinforced concrete flat top slab section shall be provided in -lieu of an eccentric cone section. Flat top slabs shall conform to IDOT Standard Detail 602601 as well as meet the H-20IHS-20 loading requirement. Concrete adjusting rings will be permitted where necessary and shall be limited to two (2) adjusting rings totaling not more than eight (8) inches in height. All joints between structure sections, adjusting rings and frames shall be securely sealed to one another using a resilient, flexible, on -hardening bituminous mastic or butyl sealing compound in accordance with ASTM C990, or flexible rubber gasket In accordance with ASTM C443 in order to provide a watertight joint The Contractor shall remove all excess mastic on inside of structue and butter joints with mortar. All water sWctures shall be watertight, 5. Valve vaults shall have minimum inside diameter of forty-eight (48) inches for eight (8) inch diameter and smaller valves, and have a minimum inside diameter of sixty (60) inches for ten (10) inch and larger valves. 6. Water services 2'h inches in diameter and smaller shall be Type K Copper for underground services conforming to ASTM B88 and ASTM B251. Larger diameter water services shall be of same pipe and joint materials as the mainline water main ores noted on the Plans. 7. The minimum cover from finished grade to the top of the water main and water services shall be 5.5 feet 8. Water main fittings (1.e., bends, elbows, tees, reducers, etc.) may not be specifically referenced on the Plans and are to be considered incidental and included in the linear footage cost of the watermain. 9. The standards for maximum deflection at pipe joints and laying radius for the various pipe types and lengths shall be per the following: a. Ductile Iron Pipe (DIP) - AW WA C600. b. Polyvinyl Chloride (PVC) Pipe -AW WA C900. c. High Density Polyethylene (HDPE)- Per Manufacturer's requirements, 10. Thrust blocking shall be installed on water mains et all lees, elbows, plugs, and bends 11 ''A degrees or greater etc. per the "Standard Specifcations for Water and Sewer Construction", latest edition. Thrust bloodng shall be poured in place Portland Cement Concrete. 11. All bends greater than 10 degrees, hydrants, tees, and fittings shall be mechanical joint with Mega -Lug retaining glands or Field Lok gasket in casings, between fittings and a1 grade changes. 12. All bolts and nuts shall be stainless steel. 13. A tracer wire shall be Installed on all non-metallic water mains. The wire shall be continuous from valve vaun to valve vault. 14. Frame and lids for water structures shall be Neenah R-1713 or approved equal and lids shall be imprinted with the word "WATER" cast into the lid. 15. All water valves, fire hydrants, b -boxes, corporation stops, curb stops, ground key stops, service boxes, tapping sleeves, and other water main related appurtenances shall conform to Village/City or applicable Jurisdictional Agency Requirements and shall furnish and install the same. Contractor shall verify exact model, style, type, and manufacturer required prior to ordering. Ail fire hydrants shall be painted in accordance with the applicable Jurisdictional Agency requirements. 16, Valves shall be non -rising stem type and shall close by turning clockwise. All valves shall be resilient wedge gale or ball valves, except that butterfly valves shall be installed on all water mains 16" diameter and larger, conforming to AW WA C500 with a minimum rated working pressure of 200 psi and In ccordance with applicable Jurisdictional Agency requirements. Specialty valves and fittings such as cut -in -valves, tapping sleeves and valves, pressure reducing valves, insertion valves, and air release valves shall conform to the requirements of the applicable Jurisdictional Agency requirements and shall be installed al locations indicated on the Plans. 17. When making connections to existing water mains requires a shutdown that requires an interuption in ce, the Contractor shall contact the Owner of the water main and they shall mutually agree upon a date and a time for connections which will allow ample time to perform the work required in order to make the required connection. Notifications of all users to be affected by the interruption shall be provided a minimum of twenty-four (24) hours prior to the service interruption. All water mains opened to atmosphere must be disinfected prior to returning the water main to service. 18. Water Main and related appurtenances shall be tested in accordance with the following: a. All water mains shall be tested by means of a pressure test and leakage test, in accordance with the'Standard Specifications for Water and Sewer Construction", latest edition, AWWA C600, and ccordance with applicable Jurisdictional Agency requirements. b. All water structures (I.e., valve vaults) shall be subject to a leakage test in accordance with IEPA guidelines and Jurisdictional Agency requirements. 19. After completion of the water main testing, the water mains and related appurtenances shall be flushed clean and disinfected (chlorinated) in cordance with the "Standard Specifications for Water and Sewer Construction", latest edition and in accordance with applicable Jurisdictional Agency requirements. WATER MAIN PROTECTION REQUIREMENTS Water mains, water services and related appurtenances shall be protected from any existing or proposed drains, sanitary se , storm se combined se s, force m and se . All these oust mentioned items shall collective) be referred to as "sewerr)s)"" for the emainder of this section. Hort Y Horizontal antl vertical separation requirements between water mains and sewers as well as other water in protection requirements shall be in accordance with °Standard Specifications for Water and Sewer Construction in Illinois", latest edition and per the following: 1. Horizontal Separation: a. Whenever possible. en existing or proposed water main must be a1 least ten (10) feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer b. Should local conditions exist which would revent a lateral se aration of ten 10 feet an existin P P n or proposed water main may be closer than ten (10) feet ro a sewer provided that the water main overt is at least eighteen (18) inches above the crown of the sewer, and is either in a separate trench or in the same trench on an undisturbed earth shelf looated to one side of the sewer. c. If it is impossible to obtain proper horizontal and vertical separation as described in Items 10 and 1b above, both the water main and sewer must be constructed of pipe and joint material that onforms t0 water main quality pipe and joint standards, and be pressure tested to the maximum expected surcharge head to assure water tighthess before backfilling. 2. Vertical Separation: a. Whenever water mains cross sewers, the water main shall be laid at such an elevation that the overt of the water main is al least eighteen (18) inches above the crown of the sewer. This svertical separation shall be maintained for that portion of the water main located within ten (10) feet horizontally of any sewer crossed. This must be measured as the perpendicular distance from the water main to the sewer. A length of water main pipe shall be centered over the sewer to be crossed with joints placed equidistant from the sewer. b. Where conditions exist that the minimum vertical separation set forth in Item 2a above cannot be aintained, or itis necessary for the water main to pass under a sewer, one of the following two • must be taken: r. The water main shall be installed within a PVC casing pipe that conforms to water main quality pipe and joint standards and the casing pipe shall extend on each side of the crossing until the rtnal distance from the water main to the sewer is at least len (10) feel, ri. The involved sewer shall be constructed of pipe and joint material which would conform to water sin quality pipe and joint standards until the normal distance on either side of the crossing from the water main to the sewer Is at least ten (10) feet. c. In making such crossings, a length of water main pipe shall be centered over the sewer to be • ssed with joints equidistant from the sewer. Where a water main must cross under a sewer, a vertical separation of eighteen (18) inches between the invert of the sewer and the crown of the water main shall be maintained, along with means to support the sewer to prevent their settling and breaking the water main. 3. The horizontal and vertical separation between water service lines and sewers or related service lines should be the same as for water mains, as detailed above, except that when minimum horizontal and vertical separation cannot be maintained, water main quality pipe and joints as described under Vertical Separation above, may be used for sewer or related service lines. 4. Water mains or services shall not be allowed to pass through or come into contact with sewer structures. 5. Water mains shall be separated from septic tanks, disposal fields, seepage beds, and sewage lift stations b a um of )wen -five 25 feet. Y m ty ( ) 6. Water mains shall be se orated from contra s war force mains b a mot at least ten 10 feet p ry e y mit cro ( ) horizontally and there shall be an eighteen (18) inch vertical separation at crossings. 7. The Contractor shall protect water mains and service lines from the entrance of hydrocarbons through diffusion through any material used in the construction of the line. 8. Casing pipe shall be Installed In locations and of material specified on the Plans or where necessary to meet the water main protection requirements. The carrier pipe shall be securely blocked and banded with appropriately spaced spacers. and sanitary and storm sewers shall maintain the specified gradient. Upon installing the carrier pipe the voids between the casing and carrier pipe shall be filled with sand, pea gravel or flowable fill and the ends shall be sealed. PAVEMENT, CURB & GUTTER, AND WALKS 1. All work under this Section shall be performed in accordance the IDOT Standard Specfiotions oras cited in the Plans. spa 2. Concrete curb or curb and gutter shall be c0nshucted in am0fdance with the Plans and Secllon fi0fi of the IDOT Standard Speclfcations. A''/" pre -molded fiber joint filler along with two (2)18" long x %" (#4) epoxy mated smooth round dowel bars with greased end caps, centered on joint, shall be provided at expansion joints. Expansion joints shall be provided ala maximum of sixty (60) foot intervals and at all points of curvature and tangency, curb returns, five (5) feel either side of edge of structures, and at the end of each pour. Construction joints shall be provided al maximum twenty (20) foot intervals. 3. Where proposed curb or curb and gutter connects to an existing curb or curb and gutter, the existing curb or curb and gutter shall be saw -cul and then two 18" long x'A" (R4) epoxy coated smooth round dowel bars with greased end caps shall be dulled and installed nine (9) inches into the existing and proposed cub. Bars shall be installed in a location similar to that of the expansion joint in the curb or curb and gutter as applicable. 4. All curb and curb and gutter constructed over a utility trench shall be reinforced with two (2) N4 epoxy coated reinforcing bars for a length of ten (10) feet centered over the trench or as shown on the plans. 5. Reversed pitched curb and gutter shall be installed in areas where pavement slopes away from the curb. 6. Sidewalks and walks shall be constructed in accordance with the Plans and Section 424 of the IDOT Standard Specifications. Concrete sidewalks and walks shall be thickened to a minimum of 6" at all driveways. All sidewalks and walks shall be IDOT Portland Cement Concrete, Class SI, on compacted aggregate base course as shown on the Plans. Scored contraction joints shall be provided al five (5) foot intervals or as specified in the Plans. Expansion joints consisting of a %" pre -molded fiber joint filler shall be provided at maximum fifty (50) foot intervals, and adjacent to concrete curbs. drives, foundations, ramps, etc. as well as when meeting existing concrete walks. 7. Sidewalks and walks constructed over a utility trench shall be reinforced with three (3) #4 round epoxy coated reinforcing bars for a length of ten (10) feet centered over the utility trench oras shown on the plans. 8. Curb ramps accessible to the disabled with raised truncated dome detectable warning surface of standard brick red color or other contrasting color shall be provided at all locations where sidewalk meets curb and at other locations shown on the Plans in accordance with the Illinois Accessibility Code (IAC), latest edition and IDOT Standard 424001, latest revision. 9. Curing and protection of all exposed concrete surfaces shall be in accordance with the IDOT Standard Specifications. No "honey -combing' or other similar failures of the concrete surfaces will be accepted. 10. Aggregate base course shall be in accordance with the Plans and Section 351 of the IDOT Standard Specifications, Aggregate base course material shall be CA -8, Type B, 100% crushed gravel conforming to Section 1004 of the IDOT Standard Specifications. 11. Bituminous binder and surface courses shall be Hol Mix Asphalt (HMA) of type and compacted thickness as specified in the Plans and. shall be constructed in accordance with Section 406 of the IDOT Standard Specifications. The surface course shall be made with virgin materials; no recycled materials shall be allowed unless specified otherwise on the Plans. The Contractor shall provide and pay for the services of a competent paving laboratory to design and supervise the control of the paving mixture. All paving materials and mixes shall be IDOT cedified. 12. Portland cement concrete (PCC) pavement shall be Class PV with reinforcement as specified on Plans and be constructed in accordance with Section 420 of the IDOT Standard Specifications. 13. All concrete work shall be finished with a broom finish unless specified otherwise in the Plans. 14. The Contractor shall saw -cut the exposed edges of all existing pavement adjacent to any proposed paw ent, apron sidewalk, curb and gutter or similar to provide a smooth, clean edge that is free of loose material. A proper transition butt joint and/or taper shall also be provided as necessary. Refer to butt joint detail for additional information. 15. The testing of the subgrade, aggregate base course, bituminous aggregate material, binder course, surface course, and conorete work shall be required and be performed in accordance with the 1DOT Standard Specifications and requirements of the applicable Jurisdictional Agency. A qualthed testing firm shall be employed to perform Ne required tests. ensure quality and conformance. and provide Ne results to the Engineer, Owner, and Jurisdictional Agency. The Contractor shall provide the Owner with a construction schedule and shall coordinate all required testing with the testing firm. 16. Prior tothe commencement of any paving activities. a proof -roll must be performed by the Contractor and approved by the Village/City or applicable Jurisdictional Agency, and the Owner. All areas not passing the proof -roll shall be remediated as recommended by the Soils/Geotechnical Engineer and approved by Ne Owner. Any remediate areas shall be re -tested. 17. Prior to installation of the aggregate base course: a. The subgratle shall be prepared in accordance with Section 301 ofthe IDOT Standard Specications. b. The Contractor shall be responsible for all subgratle compaction and preparation to within 0.1 -ft of the proposed subgratle elevation. Subgrade shall be compacted 10 a minimum 95% of the modeled proctor density in accordance with ASTM 01557. c. Sub -grade shall pass a proof -roll and any unsuitable areas in the subgrade shall be remedieled as mended by the Soils/Geotechnical Engineer and approved by the Owner. 18. Prior to the Installation of the binder course: a. The aggregate base course shall be prepared in accordance with Section 351 of the IDOT Standard Specifications. b. The aggregate base course shall be clean and dry. c. The bituminous priming material shall be prepared and applied according to Section 403 of the IDOT Standard Specifications. d. The Contractor shall prime the aggregate base course al a rale of 0.25 gallons per square yard prior to the placement of the binder course. e. The binder course shall be placed only when the temperature in the shade is at least 40• F and the forecast Is for rising temperatures. 19. Prior to the Installation of the surface course: a. The Contractor shall patch and repair all damaged and failed areas in the binder course 10 the satisfaction of the Village/City or applicable Jurisdictional Agency, and the Owner. b. The Contractor shall repair all damaged curb and gutter or other concrete pavement to the satisfaction of the Village/City or applicable Jurisdictional Agency. and the Owner. c. Structures within pavement shall be adjusted to final surface grade. d. The Contractor shall clean and prime the binder course ala rate of 0.05 gallons per square yard prior to the placement of the surface course. e. The surface course shall be placed only when the air temperature in the shade is at least 45° F and the forecast is for rising temperatures. 20. Pavement marking/striping: a. All Pavement markings shall be in accordance with Section 780 of the IDOT Standard SpeNficatlons and the MUTCD, and be of the material type, size and color specified on the Plans. b. Pavement marking on freeways shall be placed with truck -mounted equipment. Markings on roads other than freeways may be placed with either truck -mounted or hand -operated equipment. c. Before applying the pavement marking material, the pavement shall be clean, dry, and free of debris any other material that would reduce the adhesion of the markings on the pavement. d. Pavement markings shall be applied In accordance with the manufacturer's recommended instructions, e. Pavement markings shall be uniform and have clean, straight edges. f. Pavement marking words and symbols shall conform closely to the dimensions and spacing specified in the MUTCD, IDOT Standard Details, and the Plans. g. Deviations from the required dimensions and spacing or other departures from reasonable standards of professionalism will be cause for rejection by the Engineer. 21. Handicapped stalls shall be striped and signed in accordance with the Illinois Accessibility Code (100), latest edition and any other applicable ADA guidelines. Handiopped stalls shall be a minimum of sixteen (16) feet wide and signage shall be affixed to a post permanently mounted in the ground or wall and located in the center of the space no further than five (5) feet from the front of the accessible space. The minimum height to the bottom of the fine sign shall be four (4) feet. Handicapped stall striping shall be yellow in color. 22. All signs shall be in accordance with Section 720 of the IDOT Standard Specifications and the MUTCD, and be of the material type, size, and color specified on the Plans. 23. Raised reflective pavement markers shall be in accordance with Section 781 of the IDOT Standard Specifications and be recessed into the pavement as required by the applicable Jurisdictional Agency. 24. Pavement marking and marker removal shall be in accordance with Section 783 of the IDOT Standard Specifications. 25. All pavements, curb, curb and gutters, walks, etc. shall be cleaned to the satisfaction of the Village/City or applicable Jurisdictional Agency, Owner, and Engineer as necessary during construction and al the end of the project prior to the final acceptance. MWRD GENERAL NOTES A.Referenced Specifications 1. All construction shall be in accordance with the applicable sections of the following, except as modified herein or on the Plans: • Standard Specifications for Road and Bridge Construction (Latest Edition), by the Illinois Department of Transportation (IDOT SS) for all improvements except Sanitary Sewer and Water Main construction. • Standard Specification for Water and Sewer Main Construction in Illinois, Latest Edition (SSWS) for Sanitary Sewer and Water Main construction. • The Metropolitan Water Reclamation District of Greater Chicago (MWRD) Watershed Mane ement Ordinance and Technical Gulden. Manual. 9 • In case o(a conflict between the applicable Ordinances notetl, the more stringent shall take precedence and shall control all construction. B. Notifications 1. The MWRD Loral Sewer Systems Section Field Office must be notified at least hvo (2) working days prior to the commencement of any work (Call 708-588-4055) 2. The Ci of Des Plaines En in n De artment and Public Works De artment must be notified al ty g eon 9 P P least 24 hours prior to the start of construction and prior [o each phase of work. Contractor shall determine items requiring inspeNlon poor to start of construction or each phase of work 3, The Contractor shall notify all utility companies prior to beginning construction for the exact locations of utilities and for their protection during construction. 0.General Notes 1. All elevations shown on plans reference the North American vertical datum of 1988 (NAVD88). Conversion factor is ZERO ft. 2. MWRD, the municipality and the owner or owner's representative shall have the authority to inspect, approve. and reject the construction improvements. 3. The coniractor(s) shall indemnify the owner, engineer. municipality, MWRD, and their agents. etc., from all liability involved with the construction, installation, or testing of this work on the project. 4. The proposed improvements must be constructed in accordance with the engineering plans as approved by MWRD and the municipality unless changes are approved by MWRD, the municipality, or authorized agent. The construction details, as presented on the plans, must be followed. Proper construction techniques must be followed on the improvements indicated on the plans. 5. The location on various underground utilities which are shown on the plans are for information only and represent the best knowledge of the engineer. Verity locations and elevations prior to beginning the construction operations. 6. Any existing pavement, sidewalk, driveway, etc., damaged during construction operations and not called for to be removed shall be replaced at the expense of the contractor. 7. Material and compaction testing shall be performed in accordance with the requirements of the nicipality, MWRD, and owner. 8. The underground contractor shall make all necessary arrangements to notify ail inspection agencies. 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. 10. Record drawings shall be kept by the contractor and submitted to the engineer as mon as underground improvements are completed. Final payments to the contractor shall be held until they • ived. Any changes in length, location or alignment shall be shown in red. All wyes or bends shall be located from the downstream manhole. All valves, B -boxes, lees or bends shall be tied to a fire hydrant. D, Sanitary Sewer 1. The contractor shall take measures to prevent any polluted water, such as ground and surface water, from entering the existing sanitary sewers. 2. A water -tight plug shall be installed in the downstream sewer pipe al the point of sewer connection prior to commencing any sewer mnsbuctlon. The plug shall remain In place until removal is authorized by the municipality and/or MWRD after the sewers have been tested and accepted. 3, Discharging any unpolluted water into the sanitary sewer system for the purpose of sewer flushing of lines for the deflection test shall be prohibited without poor approval from the municipality or MWRD. 4. All sanitary sewer construction shall be in accordance with the standard specifications for water and onstruction in Illino0 (latest edition). 5. All floors drains shall discharge to the sanitary sewer system. 6. All downspouts and footing drains shall discharge to the storm sewer system. 7. All sanitary sewer pipe materials and joints (and storm sewer pipe materials and joints In a combined sewer area) shall conform to the following: Pipe Material Pipe Specifications Joint Specifications Vitrified Clay Pipe Reinforced Concrete Sewer Pipe Cast Iron Soil Pipe Ductile Iron Pipe Polyvinyl Chloride (PVC) Pipe 6 -inch to. 15 -inch Diameter SDR 26 18 -inch to 27 -inch Diameter F/DY=46 ASTM 0-700 ASTM C-425 ASTM 0-76 ASTM 0 443 ASTM A-74 ASTM 0-564 ANSI 021.51 ANSI A21.11 ASTM D-3034 ASTM D-3212 ASTM F-679 ASTM 0-3212 High Density Polyethylene (HOPE) ASTM D-3350 ASTM 0-3261. F-2620 (Heal Fusion) Water Main Quality PVC 4 -Inch to 36 -inch 4 -inch to 12 -inch 14 -inch to 48 -inch ASTM D-3035 ASTM D-3212, F-477 (Gasketed) ASTM D-2241 ASTM D-2672 or ASTM D-3139 AWWA C900 ASTM D-3212 AWWA C905 ASTM D-3212 8. All sanitary sewer construction (and storm sewer construction in combined sewer areas), requires stone bedding with stone 1/4" to 1" In size, with minimum bedding thickness equal l0 1/4 the outside diameter of the sewer pipe, but not less than four (4) inches nor more than eight (8) inches. Material shall be CA -11 or CA -13 and shall be extended at least 12" above the top of the pipe when using PVC. 9. "Band Seal" or similar non -shear Flexible -type couplings shall be used in the connection of sewer pipes of dissimilar materials. 10.Below the flood protection elevation (FPE = BFE 0 2 feet), all sanitary sewer manholes and structures shall be prodded with bolted, watertight rovers. Sanitary lids shall be constructed with a coaled pickhole and watertight gasket with the word "Sanitary" cast into the lid. 11. When connecting to an existing sewer main by means other than an existing wye, tee, or an xisting manhole, one of the following methods shall be used: a. A circular saw -cut of sewer main by proper tools ("Skewer -tap" machine or similar) 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 a wye or tee branch section. c. With pipe cutter. neatly and accurately cut out desired length of pipe for insertion of proper fitting, sing °Band Seal" or similar couplings to hold it firmly in place. 12. Whenever a sanitary/combined sewer crosses under a watermain, the minimum vertical distance from the top of the sewer to the bottom of the watermain shall be 18 inches. Furthermore, a • um horizontal distance of 10 feel between sanitary/combined sewers and watermain shall be aintained unless: the sewer is laid in a se arate trench kee in um 18" vertical p p g a minim onpabenc : or the sewbr d laid i, the ing a trench m 1 the 0ioal sep tolon. I ethe opposite side n a bench of undisturbed earth, keeping a minimum 18" vertical separation. If either the vertical or horizontal distances described above cannot be maintained, or the sewer crosses above the watermain, the sewer shall be constructed to watermain standards. 13, All existing septic systems shall be abandoned. Abandoned tanks shall be filled with granular material or removed. 14.011 sanitary manholes, (and storm manholes in combined sewer areas), shall have a minimum nside diameter of 48 inches, and shall be cast in place or pre -cast reinforced concrete. 15.sAll sanitary manholes, (and storm manholes in combined sewer areas), shall have precast "rubber boots" that conform to ASTM C-923 for all pipe connections. Precast sections shall consist of modified groove tongue and rubber gasket type joints. 16.A11 abandoned sanitary sewers shall be plugged al both ends with al least 2 feet long non -shrink • creted or mortar plug. 17.Excepl for foundationttooting drains proved to protect buildings, or perforated pipes associated with volume control facilities, drain tiles/field tiles/underdrains/perforated pipes are not allowed to be nnected to or tributary to combined sewers, sanitary sewers, or storm sewers tributary to ombined sewers in combined sewer areas. Construction of new facilities of this type is prohibited; and all existing drain tiles and perforated pipes encountered within the project area shall be plugged • oved, and shall not be connected to combined sewers, sanitary sewers, or stone sewers tributary to combined sewers. 18. A backflow preventer is required for all detention basins tbutary 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. E. Erosion and Sediment Control 1. The contractor shall install the erosion and sediment control devices as shown on the approved • and sediment control plan. 2. Erosion and sediment control practices shall be functional prior to hydrologic disturbance of the site. 3. All design criteria, specifications, and installation of erosion and sediment control practices shall be mordance with the Illinois Urban Manual. 4. sA copy of the approved erosion and sediment control plan shall be maintained on the site at all times, 5. Inspections and documentation shall be performed, ata minimum: a. U n m letion of initial erosion and sediment control measures nor to an soil disturbance. po ev p p y b. Once eve seven 7 calendar da s and within 24 hours N the end of a storm event with rester ry Y 9 than 0.5 inch of rainfall or li uid a uivalent fact itaiion. q Q P P 6. Soil distubance shall be conductetl in such a manner as to minimize erosion. If stripping, clearing, eredin or landsca in are to be done in hases the co- ermittee shall Ian fora r riate soil g• P c P P P PP oP ' and sediment control measures. 7. A stabilized mat of crushed stone meeting the standards of the Illinois Urban Manual shall be installed al any point where traffic will be entering or leaving a construction site. Sediment or mil reaching an improved public right-of-way, street, alley or parking area shall be removed by scraping or street cleaning as accumulations warrant and transported to a controlled sediment disposal area. 8. Concrete washout facilities shall be constructed in accordance with the Illinois Urban Manual and shall be installed prior to any on site construction activities involving concrete. 9. Temporary diversions shall be constructed as necessary to direct all runoff from hydrologically disturbed areas to an appropriate sediment trap or basin. Volume control facilities shall not be used as temporary sediment basins. 10.Disturbed areas of the site where construction activities have tem oraril o nentl cased p y rperma y e shall be stabilized with tem r rent measures within seven ] tla s. pd ool or perms () y 11. All flootl protection areas antl volume control facilities shall, at a minimum, be protectetl with a double -row of silt fence (or equivalent). 12. Volume control facilities shall not be mnsWNed until all of the conmbuting drainage area has been stabilized. 13.Soil stockpiles shall, at a minimum, be protected with perimeter sediment controls. Soil stockpiles shall not be placed in flood protection areas or their buffers. 14.Earthen embankment side slopes shall be stabilized with appropriate erosion control blanket. 15. Stone sewers that are or will be functioning during construction shall be protected by appropriate sediment control measures. 16.The contractor shall either remove or replace any existing drain tiles and incorporate them into the drainage plan for the development. Drain tiles cannot be tributary to a sanitary or combined sewer. 17.8 dewatering services are used, adjoining properties and discharge locations shall be protected from erosion and sedimentation. Dewatering systems should be inspected daily during operational periods. The site inspector must be present at the commencement of tlewatering activities. 18.The contractor shall be responsible for trench dewatering and excavation for the installation of anitary sewers, storm sewers, water mains as well as their services and other appurtenances. Any trench dewatering, which contains sediment shall pass through a sediment settling pond or equally effective sediment control device. Alternatives may include dewatering into a sump pit, filter bag or xisting vegetated upslope area. Sediment laden waters shall not be discharged to waterways. flood protection areas or the combined sewer system. 19. All permanent erosion control practices shall be initiated within seven (7) days following the completion of soil disturbing activities. 20.011 erosion and sediment control measures shall be maintained and repaired as needed on a year-round basis during construction and any periods of construction shutdown until permanent stabilization is achieved. 21.011 temporary erosion and sediment control measures shall be removed within thirty (30) days after permanent site stabilization. 22.The erosion and sediment control measures shown on the plans are the minimum requirements. Additional measures may be required, as directed by the engineer, site inspector, or MWRD. SOIL EROSION AND SEDIMENTATION CONTROL GENERAL NOTES - MISCELLANEOUS 1. All soil erosion and sedimentation control (SESC) me s shall be installed and properly maintained ccordance with the Illinois Environmental Protection Agency's (TEPA) "Illinois Urban Manual", latest sedition and "Illinois Procedures and Standards for Urban Soil Erosion and Sedimentation Control", latest edition, and shall be followed as directed by the Village/City and Engineer. In addition, on sues that will ultimately result in the disturbance of one (1) acre or more the provisions outlined in the General National Pollutant Discharge Elimination System (NPDES) General Permit No. ILR10, latest edition, shall also be followed. 2. Prior to commencement of construction, on sites Nat will ultimately result in Ne disturbance of one (1) re, the Contractor shall be responsible for obtaining a copy of the notice of coverage letter and the IEPA National Pollutant Discharge Elimination System (NPDES) General Permit ILR10 from the Owner. The Owner together along with the Contractor and/or other entities if so designated by the Owner, shall be responsible for ensuring that all the requirements of the General Permit and Me Storm Water Pollution Prevention Plan (SWPPP) including but not limited to the installation, maintenance as well as the installation of any additional measures necessary that may be required, and inspections of the soil erosion antl sediment control measures as well as completing all of the necessary applicable certifications, reports, logs, etc. Inspections are required to be performed at least once every seven (7) calendar days and within 24 hours of the end of a storm event of 0.5 inches of rain (or equivalent snowfall) or greater. The SWPPP and all the required paperwork shall be kept on-site and be organized and ready for viewing. 3. All erosion control measures are to be installed prior to any demolition. earth moving activities or other disturbance. 4. Soil Erosion Control measures shall include the provision of an erosion control fence as required along the area of disturbance, a stabilized construction entrance, and sediment traps or other inlet protection method at each inlet or catch basin. 5. Contractor to establish a temporary stabilized construction entrance as well as install all perimeter silt fence prior to the start of any clearing or grading activities. 6. Temporary gravel stabilized construction entrance shall be maintained, adjusted, and/or relocated as • scary to prevent mud and other debris from being tracked onto adjacent public roadways. Any mud or other debris that is tracked onto a public road shall be properly removed as soon as practical, but before the end of each working day. 7. After the start of mass grading and before all storm water conveyance Improvements are to place and functional, all on-site stone water shall be temporarily diverted into the detention basin ora properly constructed temporary sedimentation basin or collection device, as per local requirements, so as to prevent surface waters from flowing onto adjacent property. 8. Disturbed areas shall be stabilized by seeding within seven (7) calendar days of the completion of disturbance. If construction activity on a portion of the site is to resume within fourteen (14) calendar days of the end of the last disturbance, then stabilization measures do not have to be Initiated on that portion of the site by the 711 day after the completion of said disturbance. Areas with slopes 3H:I V or greater shall be stabilized with erosion control blanket or mat in addition to seeding. 9. The Contractor shall provide adequate planning and supervision during the project construction period for implementing construction methods, processes and cleanup procedures necessary to prevent water pollution and control erosion. 10. No sediment or debris shall be allowed to enter the existing storm sewer system or flow off-site. 11. All temporary and permanent ero and sedimentation controi m s shall be maintained, repaired and/or replaced as necessary to ensure effective pedormancesu if required, a designated control inspector shall inspect ail m every se n (7) calendar days, o within twenty-four (24) hours of a 0.5 -inch rain event orrsequ valent snowfall, and report where Items are in m liance. Otherwise the Contractor shall be re nsible for the in ection a well a • o p she sp ainlenance of all measures and shall be subject to the terms of Federal, State, and local requirements. 12. Ali temporary erosion and sedimentation control measures are to remain in place and be functioning until final stabilization. After final stabil tion, the Contractor is to remove and properly dispose of all • and sedimentation measures according to Jurisdictional Agency requirements within thirty (30) days. All disturbed a as or trapped sediment that accumulates from said measures shall be permanently stabilized_ re 13. Topsoil stockpiles shall not be located in flood prone areas or buffers protecting wetlands, or waters of the United States or County. Stockpiles shall be protected from erosion by installing silt fence around the perimeter of the stockpile(s). Stockpiles shall be seeded within seven (7) calendar days of completion. 14. If tlewatering services are used, adjoining properties and discharge locations shall be protected from • . Discharges shall be routed through an effective sediment control measure (i.e., sediment Trap, sediment Basin, or other appropriate measure). 15. All storm sewers, drainage structures, catch basin sumps and/or retention/detention/sedimentation basins provided Mthln this project are to be cleaned at the end of construction and prior to final cceptance. Cleaning may also be required during the course of construction if it is determined that the structures are not properly functioning and their performance is impaired. 16. Stone water conveyance swales, channels, streams or similar, if disturbed, are to be stabilized within 48 hours after the end of active disturbance. 17. Extreme caution shall be taken by the Contractor to prevent erosion and siltation during construction. The Contractor shall inspect catch basins and clean out if necessary. The contractor shall use silt/erosion control fence staked in place to prevent siltation of all drainage structures. 18. The Contractor shall water the site, as required during dry weather to control dust. 19. Erosion Control Maintenance and Replacement Notes: a. Silt fences are to be cleaned as required dudng the course of the construction of the project or R the Engineer determines that they are not properly functioning and their performance is impaired. b. Sediment traps and basins shall be Inspected immediately after each rainfall and at least dally durin rolon ed rainfall. An re uired re airs shall be made immediate) . 9P 9 Y q P Y c. bhould the fabric decomphsed or become ineffactide prior tly the antl of the expected life antl the banter still be necessa the fabric shall be re laced rom tl . ry• P P P Y d. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately half the helghl of the barrier. e. Mud or dust which is deposited on adjacent roadways shall be removed al the and of each day. 20. The sediment and erosion control measures indicted on the plans are the minimum requirements. Additional measures may be required, as directed by the Engineer or Jurisdictional Agency. 21. The Contractor shall as ume responsibility for maintenance of all soil er ion and sedimentation control measures duringsand after construction. However, the Contractoroshall not transfer these improvements for the purpose of maintenance until they have completed with the above and until they have received final inspection and approval from the Jurisdictional Agency or designated erosion control ins Nor and a Notice of Termination has been filetl NOT . Pe 22. The work shall generally follow [he following typical ConsWction Sequencing: a. Installation of them soil erosion and sediment control (SE/SC) measures. 1. Selective vegetation removal for sift fence installation 2. Silt fence installation 3. Construction fencing around areas not to be disturbed 4. Stabilized construction entrance b. Install tree protection fencing and tree removal where necessary (clear & grub) c. Construct sediment trapping devices (sediment traps, basins, etc.) d. Construct detention facilities and outlet control structure with restrictor. e. Strip and stockpile topsoil and mass grade the site 1. Temporarily stabilize topsoil stockpiles (seed and sill fence around toe of slope) g. Install sanitary sewer, stone sewer, watermain and associated inlet & outlet protection h. Permanently stabilize detention basins with seed and erosion control blanket Temporarily stabilize all areas including lots that have reached temporary grade j. Install roadways, parking areas, etc. k. Final grade and permanently stabilize all outlet areas with topsoil and seed I. Install structures and grade individual lots m. Permanently stabilize site with topsoil and seed n. 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'3 x� C°nc. Walk 5 G Conc Walk u 41 ' . - MH m6345718' PARCEL 7 Ic,i 3ja °m � as , I 5 365�sdg. Corner - / Inv 635.36 V RCP SWISEI \ O Is O,L'N FF 63981 Frx639.80 " Overhang 63y3,�Ba 3 • f 12 LOT 11 LOT 10 LOT 9FF.38.56 �, a• ='63 O° e - IIPA�C L 1 qa G Lu NI p kis 63 ' - FF=63ass s,1 m °s9 {p\ 6 Conc. wayk656 'StorY PARCEL 7A 6 29}, I E Reip�.la n 2£` WalI m 34ps Ex San MH (Grease Trap) P BrakM _ a6° 1IIIIIIIII 36° Rim m 637.91 Ex 638.28 m �-�, Ii FF=638.57 ilea as3> 3 e.:-----------,----... Inv 6 3. P 1 NEI 1 1 2 FloodedRim �63aa96 S® 52 '� -Inv 35.2 DIPS I ° m L 16' W l Res icf r ' Ex CB 7. o Gr 63 3 -+ > 9 a3 O ,0. b V \ -r'>�S S LOT G B r 637 .44 , E u 4,f / 38.63 0 Inv 633.28 1 RCP NW, Chain L"nk 1 v 634.39 DIP NWI R 3 3 X056 Conc ' Wall./„. / 16' WI 3 1 DIP EI 633751:Rirn "' RCP SEI 4 ResR, fi$F MH m 37.75 �~ �£ F enc \ m ` �633.14". 4 3jSt 634.27160 RCP SWI VCP 1 1 2 Pipes b 25rorY 1 / FF_ Pads n, r 639.7 F -639.781. Gy Inv U/4Bl T OPeF na e Entrance a 33. 31 S'8�P SE) 6° 3 6 Brick &Frame Stoop S /Stoop �FF o�� 6386 �• I _s �A , ��s� o•. ^^ II/ \ I 66 S °• 3>G F F 63944 ,,`Enclose p o .in -3 5 6 - Z net Bld '1-07171,1' ° _ Y y \� G IKG� - ilia. 3e 3a5 �` - � 6 s ° - �.arb �' II 3> 6 Is B.L. a ,°.,B W ° '• 5 '� i -° 10' Utility Easements -'` a bs.l a ..' ��z �u� ° b ,9 (•• �N OHw --°=a-aH�v I -OHS 0 I� �I11I11 �- ��tr• D '3 3y !� I Corner b Bldg. 0 I 029'W w k3>9 L Colue�,• ^a 5-31' 4a4' 05" li 80.0 �%"�� '�eieVs Bituminous Pavement - II�� 53 0.4e / a FF 6341lr b6 m �.,I 3a0 �3 ':e r __Li% I 1 8- o -) �9/ 9 > 3 lS 3 - 3 v636 6307 '°3�3 fTYi 02" tall i 3 Ex Sar MH�l ri ^'�Imw`�>W'r. °'\E% % i%GF_636.9�/ '.,Gs 6^I�A/ ofd Fen et 0 fJ� rS / g'i �/ __- 857.4E • �` 36 34. •Inv u• osis 'h5')650 OL z P Fence Corner rs =v b T LOT 2 ss s /66 ' k63Ssg 665 y 0. ]0'NS 1.06E N• Q v pbu+y. m 3a � i63>.z9 k36'Se tbb I 365 1635 Inv 3239 t - 1 k35> ` 3PVC e 'ik 2CC L6 90 e ^ -lsr +s3>Ss Bituminous < 32241>p a g� 9 CPC, 1697 Service for Residential =r< Nal 4 3924 71.1876 -�� \\\ 3js 3.>> 6a '� ° �I Cby',b"4 PARCEL 6 W' 6 ^' 6 -'°"C363 P > \\ PARCEL RC L C 2 e> * 66 �� PK Nall Property d `u i _ = = g ='' 638.11 > > LOT ' d6 \ R c • E S 3. �, a� E, 1904894.0322366] r W •_ E 147 3j Sa a m n 633 �91q RCP SE� 11 PA- CE 4 EIe10 636.88 �� \ /• p �� 1 1� 0 AR EL� 70' =liry Ea,• amen r o O b ,h �o 9> { Bldg. 6 63 A5 I••�J c \ 3J j NI R636S J !_• 6 �� Aad ° 1659 i <L•1-FJ �'M�• 59 ° Br ck aFrame rb o N ° O N u o Ira 32.0 110 RC- NEI s • R 63„' R` NE es, for \ 63 9 Bldg. 1. Ener °.L1S Bld .Cerner JJ 0 p,,'.',.°,,L.' Z 0 'o '63 7 igb °s m LT 13 LOT 14 LOT 15 LOT 16 eb� • �� 6 b3S /s 23'N 9 0 .fb III 163 X6'35 r6 X5 J6 5 fis 395 k s9s 3S 3 p2 e E 5361 I 3� \Inv 32 47 110." RCP SWI Resfncror j w \s\ N \ / 6 11 PSE I1 Gr 6 33.39 110" RCP S W) Inv 6 B fumin s Pavement I r \ b� I srm, YY�a-ss all..ii��l Z W Q 1 6 ' °36 s o' - I s ry r C 0 Timber Waff SE ly Lin Of 81 bk90 I l Ti I Oer Is 06 I (I • P ,,4'/,', I 6J Y 3 36. •36 p> O CL ZI. nv bbs l� Lf P An• L e"s Add;Yi� n T° 0 s P(a, e0 Timber I/ 66�i ,4 p9 .36 aS g 6b_ �I"e per APs II bti3j -,16 b536 r2 -6fl.5^ b b -WI �bu r o\ F36,p Fnd iron P; Pe1✓, I 0 O Z 0 abm m -- 0,01' 1%11, .lMl _ �� 111` 1 B L & 0.52 W Z Z w •'•6. •I Conc. lk -86 63.5 3�y� L 35 C Wal 3. •. ♦. a a pp o c Apron / i /: - Timber y_ nr e 36.1 Prob��^SI - G.6' •. J EXISTING CO PLAI LEXINGTON SITE IMPROVEA DES PLAINT � �W IL�F�"6 636 •1�l2 cc. APron J•�i Co p n S.>�1�61 0.4. & 2.00'E Sr '� s 363 6 • / 3CSo �r �h� 4 P ��a W ms's_ I W 3o W �ssMi1l ... q aT 1 W W W W 9r W W W W 8388 8 f 963 9 6DW ^� 3 Fnd Cross�ry(J tch• c N. W si N' P e W • Vault Ex Hydrant vs Ex Valve vault E Valve Box ,6REM G W Lr• 7.68s2er;gPe 3 6+ vsP, ss r S 6 P 634.89 e.rn ve o` FG 6 dra 6310 SEI a 63<.J R' 634.L6 1106 I d' Vault Ex Valve 63 3S 631. 1 Nw163$ T/P 629.57 16 DIP ESesY z .. 110' RC2 P SE) � T P 62$31 •• • 16' .• w ) > ) > >¢ T 0 > > 0 D y > ) /' a �b m matt vo \-�� o nt P Paveme) «vb" ^n ve _q �h y I mr • _ ys- l� -Mi 7 •r�• iM�� . OH W -OHw OHW .7.9e.=.' er i r �� -b • �1�- /- ��r- Pon (c4 '�.. k��. ill' 0Hw H . ) lY i p •6.9 28 Conc. W S8g 5>a 3. S 6� 6356< Conc. Walk J9 3 " - M c sa 4. 9 3. Conc walk 63.6 5 3 3. 3G"Irr Sy 36.336. SSS 3 5 a 635, < 3G 56 „, S6. C Walk I pe35e Lana aPe ;Y EPim x 5 S. 5> SSn 3•r o'r 2 VCF YrO eef Manager: 1 D T Fence sr mb mono - u o . `3c nv 628.7,'2"' ° Sim MH a �3 .3Ga 0 • J " m 663 I gerWoodSt Engineer P A C P 87119 R WI f636 '%36S Inv 62 3 RCPSEI27 24 118c RCP 'SW v 630.00110 RCP SWI 6355•- �1 REmS 3395Ex U � 6 v�5^I '6 '_W '.p °u s 1 9 634.>6 3 628.12 110' -692,,E 3 y 6 '63 j63GS c,3g Date: 01/22/2016 Project No. 14-1fi8 le 43 56 110' R EI 6 3S 363 74 110 RCP NW)° "635a _ N/A I SWI Not Vable sheet C3.0/ C9 RI•r,om.� � �IFIndlEoelBM.e In160-590-]q-awN.m,9 Page 45 of 74 Re N°Ime: hIbtln Bevp12168-03.0-].0-PUN Page 46 of 74 =69 Plantar ; State ROW Demolition Quantities Ex HYdranrFF B n9 warnady - O p a 1� 630 LF Curb Removal 850 SF Concrete Apron Removal FF= 3 6 F=639.,9 FF=63°.te FF bar 9s G 639.z9 Ex 3s so °x ��/// (IVvII �J Re eaIw.' alk as Needed faito n'actlon s P per: 3 360 SF Concrete Sidewalk Removal smear aFG A FF=LandaCaP 1 Y stare pow Line 6490 SF Gdnd&Resurtace US 12 (Lee St.) 380 SF Pavement Removal nltummous Hydrant ' _K I � Landscape D ill V Itll W NORTH Ex Valve Box Conc. walk Conc. Walk al . '•' Bir. Pavement Cone Apron .96 �`•:' • Conc. Wel Conc. Walk State ROW Line G fOW • 43 .. Bir. Pavement Apron_ • ,g_ i L'=' Scale: -W W I 1 W W W I I I W \yr \\39 \ \ W �1 _ l Sawcut for Pavement 640 Rim SanMH x Ca Rim 638 15 Removal Remove Pavement Inv 63, 8Rfm 0 1,B" RCP _ NDSWI sa 632.,01,8" Film Me" R N I Inv 33 RCP SW/ 632061,B" 8, ' RCP NEI Me- RCP SW) Inv 635.6518^ RCP NEI Be foc WM.Ponnection 1 Bit Pavem Grind & Resurface Pavement Ex CB Maintain Lee St. Entrance as a m n°"a Ex San Ex Inlet Grind & Resurface Ex CB Assumed Electric ed on Recent stare pew Line Gr 639.43 Needed for Sales Trailer Inv 6359919" RCP SW) and/or Construction Access„,.,,,c,Gr NI Vehicle Access Inv 632 06 118' VCP NE SW Pavement Inv 635.5318' RCP NEI Inv 630.50 n9 RCP NE Sw1 n ]s Ne R sEW Not 5 ible Field Observation pa'nr narks State POW Line Remove Concrete Walk Maintain L'•ht Pole & Protect ring onstruction emoveConcreteRemove Remove Concrete Apron Concrete Walk Below Water Remove , . Maintain 8 Protect Light Pole 8 Replace Curb 8 Gutt r per Site Plan Remove oncrete Walk I Maintain 8 Protect 1 Light Pole PLS' Q�ia'V- is®11 �� C:nf ...1V47414 �r.��yr Sawc�� . .. +yt �f3� -'Jf ��% 41. fit ,y i� 2<ellt_: 'i-_ • �.7 �it.S. �1 4141t ttitier Sawcut y i-.-'14��. _ - Remove Concrete g Remove Gas Line Apron dam. 9 Overhang "\� e,%,,_, G; ✓ ��yn' :1 1� _- - • Ito, 4,..� �• IP XV=i-. c^nnecr 0, Maintain& Maintain Lee St. Entrances a , 2 Protect Sign FF_63953 O w .nCoordinate with Utility connerr °n Companies Remove Landscaping � _ I I Needed for Construct on Veh cls Access During Construction O 0 N Ex 6 Gr 638.27' Story Brck ",.Brck ,b, ,,, I/39 er r 00 Inv 635.621VCP SEI h Brick S. Ex Inlet _ MIA m + + Inv 636 28 635.13 16 RCP 1 SEI • !638.361 • I P v ,16"vcP Nwl 634.67 19' RCP S W SEI U - O _ _ ' FF 639 et ' F 639 80 - - P 6 5 LL E v ry E ` . ., `I - I Coordinate w/ Utility Companies Prior to Removing this Pole, Which Supports the f o t' o Overhang E ' 5..5 .� I 1 Service Line to the Adjacent Residential Property. U° F=638.55 1 1 Walk �'�4,I I E. sen MH (Grease Trap) F e////// Brick IF Rim 63, d, /J„a pEx San MI -I FF=63857 633 61,0'R NEI 6334Rim ,1,0 RCP SWI /^ Footled eNe 52 635 3a fb' COP wl Res NtorEx Ex San MH- +�-, EB er 637.50 a , \ 1'IEx CB Ex San MH o Rim 638.63 Inv 633 IB' RCF y - 3916 n Rim ].0 r Cant '� Wal NW Wl 3 DIP NEI 633.28 73 IB" R 1 4 Re SE' P.rn 63 j 63L RCP F, I,o RP SWI Inv 633 90 IL" DIP 3. 1, CPSNwI 2 Popes 2 Story Conc.6 v cnn<. Tp °c 8 9 639, ° 39 „sopSf •. v N/A Unable T ° Open 1 sed Ent ace F 639.44 Entrance 'C SEI g,{g o a Bock 8 Frame o 5 °ap . cif . �-' � , � t : I ' LI Stoop � �la �. 011 ry9 1 I= _ t:• i _/f/W/flff/Hr� - /Hfew - -- - IN qw 1 1 l` I wo `.' - --� B Ind ! . 1 _ _ � !n � FF 639.,2 tJ _ b G0 '' ill • � Block --- 1 m Il. 2,St"cco m CC Ex Se MH Ga age •� E+M639, Rim .. .. \��\� • Imo 4' ft . / Garage III R o m Rm6 Inv 63 .89 ,VCP NESWI a9 I6 ra, I , �� I { . 0 p9 Trench W'0 C GF 6 - I �' !.' ' � I Trans ormer \ Remove f \ +'t + 'j �^ v � {g m - _ - ' Existing Utility Poles 8 Overhead I _ - x . .m. � C , ' �� Wires to Remain. Maintain Service Throughout Construction � _ r n d_ e 1EGER ENI lg engineers • e Rood, Schaumburg, IL 60173 • T Ilinois Professional Design Firm Limo m.haegerengineerim 'CI I39 tt ‘Iit I I 63391 + + �' 9 1 Ill I \ 1111 I� I�. uI I I I � I \ I I i I = E N \ I �'�i I d R P 554 I1 SI I C- � Gverd o O \ _ _ J Y F _ - I Encroaching RemainI Construction. 'I to Ex CB Protect Structure Thr. urIngho ughout Construction. m 111Gr 1 I-= E Plug Structure atI APron I Cap & Abandon SanitaryService H Z - - r 3 in Place Q 11 !f Iy�it.I 1 Plug St t at I_,. Removed P p Op g �i R move Concrete Walk \ 'r ' 1 F IdV rifyL ton ofE tag II Water Line. Remove St b t Val d Vault - Remove Concr t W Ik R 1 ate Fue Hytlrant Assembly. (` V I to Remain Refer to Utility Plan. - Remove & Replacement Pavem t a Kind as Needed for Utility Work '.�+ _Remo a Timtier Wall 1 -' ; r I j a_ + I . - - ��J ��1 Z W J ~ d Z Oz w ... � .MAII �- - - z�..1.�. i a,.��-.-..4-M M• �� =t,= 1=0�� . _., �-J 1 i DEMOLITI PLAN ,EXINGTON 1 IMPROVEME DES PLAINES, I walk �_� -lli - -Nif` ® i4 _ _ _ _ _ v'!i®� �� DEMOLITION LEGEND ` nc pros �C°nc apron 5'WCDt AW ii.^ I' • BUILDING REMOVAL tl' r.. �' _ _ u • BITUMINOUS PAVEMENT REMOVAL -W W W W W W Vault Ex Valve04.Valve 3360 W, W� I'. ,+ Cap & Abandon Sanitary In Place Ex Valve Bo ^v 0 52 Mv- RCP Nwl I� 18" RCP NW/ T P 57 16" DIP E/.951x0" 6295 R[v sEl • h -A�63185 i:::::M00 Remove Concrete Apron wcut NM OH OHw one � a"x'xc� ! OW oHw o �G / - UTILITY REMOVAL N Pr n ��o �� '��. Apron r° O Aiiii / Cnnc. Walk �� WM Conneefio enc. walk cant. walk ' 'X- CURB REMOVAL Landscape . a dscapa -¢move • Critical Crossing Are. =thole E • anitary -(j T / ,\ ( °d / /� y ( •J' ( X MISCELLANEOUS REMOVAL • . • - - f• ;. s P' • the Sta &Storm Sewer Pipe Elegy .� Q RSV 6ze �a Mz" vcP NE,swl 3 a "`... Pro' c1 Manager: 1 D T le ger: Fence Ex Stn. MH Rim 635. Bir mann" Storm Comae CB Gr 6 to ° of Construction 8 Notify --r• any Discrepancies. Ex sfm MH r P u ° m ° v NOTES: o SAW CUT Engineer: PAC 2L I,e" RCP NE,Sw 3087 110" RCP WI Inv 627 ^V 630.00 DO' RCP SWI 629.34 16" RCP SE) 0 ,,,„„„,,,„„„,„„,,,, RIm 633,95 ••••••••• •••••••••••• • • Inv 62,.,0 Its' 6za.0 no^ RCP NE ,SWI Gr CB RCP EI Gr 633.49 1. ENTIRE SITE TO BE CLEARED. 2. WATER A. SEWER SERVICES TO BE TREE REMOVAL Date: 01/22/2016 Project No. 14-7 fib 630.561,0"RCP EI Inv 629 74 110' RCP NWI REMOVED MUST BE ENTIRELY REMOVED UP Ex CB N,,A I SWI Nor Visible TO THE MAIN. Sheet CA•O/ �? 3. COORDINATE WITH UTILITY COMPANIES AS NEEDED FOR DRY UTILITY REMOVAL. C9 Re N°Ime: hIbtln Bevp12168-03.0-].0-PUN Page 46 of 74 F1,1 m EhIStf 'e 0;,1166-13.070 PSNa00 Page 47 of 74 4 / j / / / / / FF=639 T9 / nverBnI ng O s-ifi / /'` . 916 / F 95 //////Y///// j /Cs nk Bum- PBz 3 Bituminous Pavement A Paa640.34 ///////////// ICeie mn //////// 6Cnc Tre cel s State ROW Line ' Co at I -PorM1 TYP. Lanpe Culypj l Landscape 7 C. © con LeV Landsape II 1 NORTH cone. wall. �0g W - 0 °4. Conepn �'S'< _ p Conc. Walk cone. Walk 'RI State ROW Line Ayron ratty - ra'rar3.. rrrmee-mr • IN mmmw Scale:1"=20' 1 I I 1 \\\\\\ . =O I \ I \\\ rte. 4 Curb RemovReplaalk Appron asressetl Sidandewalk Cub 83itlewalkA 1 2 Repair 8 Replace Lane Strip'hg In Kind, as Needed (Tye.) Sidewalk on the East Side of the Lee Street ROW Shall be Built in Accordance with the City of Des Plaines Repair 8 Replace Lane Striping in Streetscape Plan. Contractor to Coordinate with th CM, Kind, as Needed (Typ.) 'fie i ater NoMain Connec on.for Coowl Public Works Dept Bituminous Pavement (t C C T R C E T Full -Depth Pavement Removal forC Remove 8 Replace Lee Street's East Curb Line with Replace Striping in Sta Ie ROW Line B6.12 Curb 8 Gutter (Typ.) Kind as Necessary Grind East Lane 8 Resurface of Lee Street RemoveBReplace Lea Street's East Curb Line with 86.12 Curb 8 Gutter (Typ.) a je Water Main Construction. Replace In Kind. State ROW Line Maintain Lightpole Throughout Construction 9 O O� Remove 8 Replace Lee Street's East Cb Line Identification Sign urne wSee Landscape Plans 216.12 Curb 8 Gutter (Typ.) ( scape I COQ Covered Front Stoop Maintain Lightpole p 0 Throughout Construction �4 Maintain Lighpol0 Throughout Construction • • O. ° .._._. ]... • 02 ............. N30e 43= 02' > : '° Throu ° • hoot Conswedo ° °9 �• ■ . -7. Wal Walk (rrde P) - y i I �� • � %1 �� N� �� -� O w� 1 I� 1 '- \ ' ry Fro ,• ] Covered Front \ Steps th Raping gyp.) 0.0 r� 1�1 ! I 0.0' l� SCovered toop (Typ.) 1 I Stoop (Typ.) 2.21• \ Refer Plans Architectural rRalling Details 1 1 I I I I I I 1 ]It 1 I 2.6` - N N 10.9' \ 9.0' II O 1 1 1 I I 11 1 MWRD VoIu I Retention aContrel res (Typ.) ® 9.0' ` r x.92 10.2• i - O 1 I 1 1 111 1 -�lYnl■■■ �I1 12 RYp. End Unit) 122' \ ■■■ �Rh 2.6' Walk ITYp.) /� I I I 31.N I Optional Bay(Typ.) 111 2.6' 21.25' RYPInterior Unit) ' 21.54' 21®25' Balcony (Typ.) B.Y 1j 1 ; 11 1 I U� 1's-' Window (TYP) 5.t' 8.2' ] I tom_®_\ I �1 \ Uil\ 5.1' a��V bl �, T �l �I �I� I l I Vol�oV ISI gI V��■ IBJ ISI ISI ISI ��IIC7U I nJ I I i t Ill VI o 6" Barrier Curb (Typ.) 6" Battier curbRrpd M160.5' 1 Ca O 6" Barrier curb (Typ.)11 ._ a `a n rvLL n rvLL Light Pole (Typ.)ry rvLL se.t2 Curb 8 Gaffer Ryp.) "' n -. jl Ri Rap W O 9.2 �I� I�I�i�I. ]�j� C3' ICS II®��•.2' ------_ 1 0'R B/C 28'R BIC i 111 ILII L I �I'� CY a _11 .1.. 12.9' J 5.2' \ I PPPAp �, I ````v -10'R BIC` 1 �BalconY \ \ 1 I I--__ Y i v> ° t 28.12 2114 x ITYP) AC Unit (TYP.) [one, walk I 10 I I R'RB/C 1 / 1 1 2'R B/C 1 '1�\ 8.8' - „.„,e] Optional gay \ 1 lI 49.2' O R Ra P P i i I I I I 1� O L� �tgw•Rete l c a° o ] MWR Window (TM) 1 O Volume Control tionAreaRYPJ1 1 / / 1t \\1 11.852 O 18.0' 240' ii4 illi Underground Detention Vault 01 I� 2 0' 18.0 1 t03 Steps Re Pians f•r th Rallin5 (TYPJ r to Architectural Ralhng Details. 1.0� 3.0' \ - 1 j I �F F 1--•I C' L 1 2 StormTraP or Approved Equal System Invert=82015 NWL 633 62 mIp ! ♦ 1 25.0' IWallConc F 1 F F -F(1- 1 1 e dFront �P .o -o '' c ]Ii,12.2'.I��J P� RIP Rap �'(TYPO5.2 rrWa U 1312 I----/ x_ 1.-_e�1 ° I \ - L -�tory ,gee Br &Frame - -=,1 1 1y� 1• _ 1 - =_ = = a ` a I FS'Wlda Walk (Typ.) -'- 1 Fence m ry 1 \� 4 �1 - - - - Lands aPa Plan) • �� • ' YR INC P • Y I Mille . -- - - eva n --. One (11 Riser ' 'RIn�iP .�1- I. .�- e i Riser 44' OS" W 80.00 (1.9 .,. _ 1 •" Two (2) Rla.re Two (2) 121._- Two (2) 1 II 6� WheelIP %� 639;z�1�a , I� II1 �I --- - - _-Rae--Jrs J 20. II stop Rrp.) ---figg+� •: i --- ii- ----• �11 _ � I_ Twit �z� 1 f ��=� ��■ i =-1 r _l 66.8' _ �I'- r Rbers I adF 02r• T = Garage I 1� \� ) ��ll! 66.8' i \ re 1 I- \ 11x.2. ° encs 3 7, coop. B"iocl. 12.3• ® it r■ 'i INN j Garage 1-1_1 in o u° 1 & E 050 GF_630.20 15.2. 2.5 1• ; 6' Wheel II �oP RYpJ 1 \ Covered Front Stoop RYPJ fCJr I� 421• 1 110.2' Log Trench Crain 1"LJ '�° �' W n - - ' i I� z.o I L'a7 u 10.3'1 I ®411.-. 45' 1 B612 1 Gu Curb ter (Typ.) Q 11 Steps with Refer to © Railing (Typ.) 1litectural © mU 10 • ' o LL 3.25'IMIL I1 1 Plana for -fling Details. te 52' Approximate Existing HAEGER 1 ulting engineers am Grove Road, Schoamborg, IL 6 Illinois Professional Design 1 ww.haegerc \\ ' '\ / 68.8' 66.8' g / / Roof Overhang 11 1131 SI 131tCgiI► z 7�1■i' E ill IaI ;EMI llifii1i� --wv.i' I I R 1, . i,1 r1 i __ 2 0' ■ : � rrLLo I .. LL 8" Barrier Curb (Typ.) -r F F e" Bartter Curb (Typ.) - F.F f - F n F F hII •.•_t__ _ - u RYPJ (FYN) 2'R P.) m RYpJ rvLL n 10'R INC w nII u Barrier Cu Yp) g" (� �° / Brick Existing Building Encroachment & Frame 0 5I16Oe18 �. 1 I� �I �� I`' 1 � �®Il I� �I I�� _ro I� ��1�I Ar•a 3.T$ t116.I1D I-� 0'R B/C YR eIC ".��. 11.5' ... , fo,,..,19.. DMTdalSse &uAdng d FaYap0e4 Clover 2.28 71 73 In11.5' !!I5500rUnRl 1 z•R e/c I® Open Space 0.88 28.21 Z . eurbeRmJ2.5 ® I 1 II .21' (Typ. Interior Total NB014Fkt6 .58 �y yp. End lnit 2.0' IM O 5 �) PAVING LEGEND 2, I m . 1�� I O 3 Badman = 47 G058 D0r0501 = 18.59 1).1.104. (58111.1. 4112 AC.) 4.5 5,2 , I Optional Bay 1 4.5' 21.56' 10. PAVEMENT - 2' Hot Mix Asphalt HMkilA S rfa C use Mix D N50 Max. 157 RAP ruse, vi P'dflaflg Prpodetl - 24.0' F -F 18.0 Window RYPJ II 18.0' 3 MEM F4. �' F 8.13.utter Covered Front Sloop RYPJ 2'Hot reMiox As halt Horse CA6c L-19.0, N50SM8X. 30%RAP -COmPzct..10G e�'CA-6, C4rushetl W Q Garage a11B 1 '2'1) ] u SCovered toop RypJnt 2a" Stop Bar lTypB ( ,- PRIVATE ROAD PAVEMENT SN 3.0 Gent +_, 3Q. {�j,P 4-ic}, 22• , RIP" \. -1 1 p ry .8 ,� s J I HMA surface Course Mlx D, N50 Max. 157 RAP 1L d -ow = 148 ret 52.1) [11a Il 2' 1 a9Rd) R-4/.0nwg Convanson - L f- 4•W tl J n - - _= 44 ry 2a"Sop gar �"� ; x `: N L=S n ei = _ _ _ _ = = Light Pole Q p. �I `�1q L= = _ _ �kAsphalt L J 1 Y Hof Mix AePhalt HMA B ntler Course 19.0, N50 Max. 307 RAP) 2; Bitum ncesB seC urs�e CAB Crushed -COp Sod Sub-Gratle Z- Q Z I- O Z • lu___ =WIk j� ITP) m -- -- - - 20'R INC _, p . Stop Sign __---- -� 4'WiG Walk -- CONCRETE APRON PAVEMENT CL PM W J TOW Let A'ea 656=0 SF SF T$,>p18 $F e ■ g1o, 81• -i �- ��I 0 ' 0'R BIC .i�lYi n p - RYP.) i . s 8' PCC Pavement (Class p f eq to Base Course CA -6. Crushed Comp cteJ Sub GratleCe a 5 (2 Br -Ia sirpot peeux ilP- 8.,00 SF (3 Br= 16'4. sir per df [ SO)= 47,IX# SF / / / • � 1 " y..11.1111111:11111 - - GRINDBftESURFACE LEE STREET PAVEMENT der course z e wm nou6 concrete soda course i11% V Z _ W O g YetBs c apron \ i ` 2'Ho[MxAsphalt (HMA)Surtaca Correa MxD N50 Max 157 RAP) 2 500 0, N W Z 6 •a�-i Front lo Lee Steel 1$FL 12 FUG main Bldg! 10 Pt to Front Partly r�•� IIIIII1 86.18 Curb 8 Gutter O Ili IIIIIIII II IIIIIIilili� 4W ��11 O 111 lttii 111�i�� 1 11 1 1 � 216.16 Curb 8 Gutter •� � FULL -DEPTH PAVEMENT REPLACEMENT (UTILITY CONSTRUCTION) 856 -Replace Pavement /004 !� ` / 0 118 OO V ce Pal to Ceroer Street 12Ft 15 Ft boe,W In Center Street a Q in Center Street Q Z a 13 Ft to PPM. POfd1 ., . Full -Depth Pavement Removal for Storm Sewer Construction. Replace In lend. Full -Depth Pavement Removal for Sanitary Sewer Construction. Re In Kind. �� e r r; Ti W PCC SIDEWALK .•a, 11 -5'PCC Walk[Class 311 q to B Curse, CA -6. Crushed W V C !� Side S Ft. 10 Fl �{ Rear 26 F1.00% t0 16 Fl. to main 01dg 27 Y 6 E N E R mag -Depth Payemenemwal ror water �aPa Pavement 0•. S T R C E T ar -comp cietl Sub -Grafi W 14 14 F1 ORM PGCR 26 FI to lectin Bldg I17 Mein Construction. Replace in Kind. O ` ,.....-- GNntl 8 Resurface Cancer Street Pavement 0 DES iVnINEg STREETSCAPE SIDEWALK (LEE STREETI ® -Section to be tleterminetl by City. Contractor to cooNinata w/ c4. _l W 24 R to Front Porch 5.174M1Mak .01=1...M.1.1.1.0.,. Intitititit' DIMENSIONBackofL00004 EGENDN aro D131arCe 6eN'Kd 60006$1PL09( 15 Ft 8Ft • co3e Apron K��A 1030A''''n �� Apr°" /ant 111_�l® Apron Aron e -e Back of Curb to Back of Curb E1uldrg`4ltr: 30 Ft 345 FL IEmeviette a 30 Ft) lMsnnum Sioe 2Ae 3.12 Ac. Conc. Wall, Conc. walk COnc. Walk F -F Face of Curb to Face of Curb (or Bolding) Ighmlan Le; Sue 10.000 (vanes: mart des* Landscape J I Landscape E-E Etlge of Pavement to Edge of Pavement \,,,,H, "3NOTE9 Project Monager J D T Notes.nC`-2 Bituminous Pavement ,1 1 F_me rg 2Berg e. etirdeel property et et C-5 CenVel a.: -.4,F n�e J $ P119448RR201Y1tpi1 R4Ceoree Core Re:CoMW 3 Bveropm m s is an=Hutto basotl a: an=patpd sates 4. Deselo0oanl al0DpaMd to be bug as one phase alanog.' Fe" 2818 0 *VI an e8k 5505032.5 t0 3 yea't]0NM 8 5 Al Fderice Divas Privalo m m W Nltlmens ons arebbeck of curb face of wall and face of building unless otherwise noted.Engineer 2. Refer to Plat of Subdivision for additional lot information. 3. Sheet Light Luminaries shall be 150 watt High Pressure Sodium. 4. Sidewalk along Lee SL will be built by developer In accordance with ell dannape Plan. 5. Soo all damages parkways. P A C Dots: 01/22/2016 Project NO. 14-7 fib le Sheet CS.O /C9 s aro F1,1 m EhIStf 'e 0;,1166-13.070 PSNa00 Page 47 of 74 Rle nama��lilfJ�,tP ei°aaa1416°-090-6.0-3990.9.9 Page 48 of 74 00000 < / j 63979 nfer / Ex San MH 95°6 FG 639x29 fFF 9 6{,Shs MH FF -639.56. Rim 915 4,639,9 FF.639 18 nv'633.4716 VCP NW.SEI 3g Sq FF 6L 95 / / A 4 ''),/ 1 �< 1600 Brick 3 / ////A/////////// / 3 ExValveBox Rim 639.90lJ I�I '"^ 3 {I6 < 3 'S8 Paver a { FF=640.34 i9L 3 6.s. ^ >mn P83'e / °9e State ROW Line q a{ /Coonee. Wet tum no Bituminous �Ex HydranPavemenr l , .4 Agel - ' s 3 �lvp l La p ° / / \Curb li I�_ r1�� naaeape a ° / y"�" o-��°"7 FG 639.6< P. cone Pars, I C Lans yap ., 4o,1 Lana 9, kik _ I l° A<0 fico @ 9///III w { b'? , p NORTH •0'>> °{o ° < {{° 4O.S{ °3] 3y' S R 3 co,B35 Conc. °3g B o e {p° a °9 / 3g= 9 Walk ti 9 9 3g2 N w S n 93g 3y ° 3B o5 •39{< / m e / - ' u xG •<. ,° l 6 .y"c. Apra Pavement Bit. 3g 63 B3' 36onc. �0 • b j� 33 Co .Wax Conc. Walk ❑ n n n n `�? Stare ROW Lrne n. °53 \ 11 Apron' 83BSO - '• 4♦�mA `• ValveVault • 3g ' err. Scale: \'04' Ib Rxm5�6/ 0 5'! m, 18/ RCP SW) es Illkp"°» s \o I Ex San MH - 6 0.45 OS ., I 1 a ,. I s ?g{ Ex San MH Rim 639.fi ° ' Inv me 63g Sfrucure Floodp Area or... S'rt6 s.8. E3B Ex San S, MH 5 I NWI Nat WS T/o u/e I E x Cie ov Wafer" Structure Car Parked 6 6$frructure Gr 637.40 r °.So S 1 3g{ , °3g6 ' '3g yg 39° n cl On in VauH ........ .. ...._.�.._....___. - Its" RCP / Inv NE SWI / 32 1 Rim 630 1 Gr 838.60 nv 51 06118' RCP NE) Inv 635.3310' RCP NEI Inv 6 ( CP MEI ) ., �I !<° 632. 1 (� (� 1 633.614, Igte'R SW) AdnatS,r as Heeeea c SE18" ee ' 99x1 Not Viseole - yT ` X39 'S3 3 '<5 31 AA Str Adlu Str as NwtieltBg Tito.. ° w , B'r -;Fri". G , 'S I -Messes- 7-4„__E-/ }.- / .9 9 c. to M Flush hwl Gutter wl Pavementb£�Area Grain ue 14 < �gpNg6Pavemen G 83738 . 'lhg6 Ex San i°x�e m 63'1.03 G " Ex sa Match Existing Pavement Greta Ex Srm MH Gr 638.43 0x63909 Inv 6351118 RCP NI Atlu Rim 6336.06 6' NE SWI Inv 635.5510" RCP . 2avirn0 nv 3 95 6,184 PCP SEI Inv 30.50 1134 RCP NE:SW) Sfafe RDW Line Rim 636.56 Inv 063305890 Ifi R[P 5993 Nwtletl VCP to beFua�wlP e ATI NV, Not Viz o e N/5 Stare R._D.W Line 1'e,..,o .9 , Area Ora n B Area Drain B Area Drain fpai, 11 2,22013 110 Area Area Drain e ble 20030.3131.6 Gr638zo 15 ' ' Area .ran -3 Arearam1 x303 e 1 Ama rain t1 12 o L•61 � Gr . ° 3039:48 6}88° or Gr a ,, a ucr x665.40 . �: r..: .. T le RCP sl 63660&639.6on Gr 63810 r . Grea. x....i 638,. .63640 x638 e5 Gr636 ]0 v ._. •.. ..� V Aw1'w°re�°^ rre<r,r Icr IG aV Metch Existing 9964 '99.9 9� . 130.. O e>" �:.. 63030. S: wewu s . 91 •K _ b8y309 0636.55 0 1869 36.et 81805 vw 9963- 99638 ]3>• 66n3t5.s W . � > W636•Pr *nem oG 89630 • •.9983®ems• 63x30, C 638.33 � �•GBJ]W 'e " Lel'a103 83]83-.. 6 6i � C G wp�°a 331.52 szs Wt999] 636.33„/ ''• g w a 8 . I2,/ 63a�Twe3/9/'` we303z ..... N. ] G9 9� '� %� w.e.zs _ .' e� 89r9o-�� .x1 Ileo a 640.0 .43 1, W.on - _ W84091 6 0 00 3 we - - ' , - . , -_ _ _ � 6;�:� ± " Y2 996 3'' _ _ - -X._'6 - 630.52 6306 W ,5 � _ - ..ar •1 a9- s .3e -T9 s __ 5�- �; s } - - Y1�� r 383 -99959.x6 -` 6 �. 0.40 639 __ 99699191 38 C s- � = w -e- J. 9 6 _ 39 . 640 _ w 946 = 99639.30- i' w - a3 . e .40 839 63D' '9 W ° 63 \ - , 49 "- L ,. 5 T95 I j . . 4 9 I,a 6410 7/F. 641.26 ,Q se Foundation s .. .5 Trt•.O.J5 ....dation - 0x63765 .... I \ 1 / e9 zl 1 , \ \ Area .637.50 TK .640 26 s 7/F .640.75 .0.5 173 fis :4 9:01 GBPoee Founds. e9T.0 Expose F ouneenon Pox PnuneNan 639.4 ... _ N ,6,9 f Fxa 1 O O C 64060 H 5 FIG < 1 0 i amv.VauH3 69910 12 z /'1 FIG 640.10 • .150 840.00 P8t0P 63940 1 63999 P 639.50 C 640.50 FIG 639.8 63 639 t { yl c too Is 640.50 st o0 P 64050 P.96 M, 00 64050 d P \ P.O. Trt•.1. PPG P.os 0 \e P FASO c.t o0 00 c.o P.o50 I .969 P .000 TIF=84065 • 0 I FG 8400 \ P .93 a u \aPme 0400 Foundation I I � I r .6� = ' 0� 639.50 F =s3s so �TP 1 P 6100° u9.. 64000 839.50 I P \ ■■ ,. I P64000 .0.5 04050 640.50 P s1o0 . P64I100 F=8400]3 ,♦. PFG .0.00 C 64 P M ° e c 6w O 9.0 +6389 ES 63961 C e4a.eo � 069 h 6x0.]0 P64°,° I� cfiaa0 Y' P64999 �� 0.000 094080 P.B4B I�': P6.939 I� �o \.. c 849 mf � 9 ° Ce40.29 m P.969 t Wan � P,a969 c640.2a t �m � P.e>° P6°�;o l Ge 9° t ISI Sag Iesl P6 I P639.zo ,99.39 P � 39 z0 ISI `6999 lu m ! ° 9} Pe°�;° it t o cd _ rl m A 3 ®, 6 I 6 o ;, 00390 G 639• .i :" 9 ^R ti ..6p g'6{ Contour. BHT Vahe au __ 0.039 083030 -F63SA •_ 083095 __••_ .. San g Rim 83695 M 30 3j8B366 . �� -- --�- _848° / j el e oB6re e> Ce _.-639 R _,_II 4• De pressed 0003(78,1 Ndpilne RYp.19S 7"' Pen 891. Is aS ��I - h0wn In Pavern.t 8.396]950 \ Inv 6.]]° Nm 6. 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Pea .00 c P640.00 P64000 ..O P 0 P640006. ano Cone. walLko 66 6<061-1 Sen MX-•-••••••• men 99 c 641.00 a 4 Depressed G •6630 @ ere 63 G6 83 1 .os Rim 83049 940,5 (1- rse P 84BS� 10 P.ow se Inv eases W636.92 _• II 013 Grel 10 113 �6a, \ it FIG 034P1 P/0 I: C 640.50 P.000 W �.95 Expose Foundation 9 + C6J9J9 0863jw3 W699.. 4R 52 699 Exp9ae Found. n 113.._._._._ 0x81910 + 0636.. m Riser 84863r RI 63°10 y 1 _ •1 t�6ag•q 838.0 I °ag6 .._ y m p x c GB.._._... F 0x63°80 .... GB.._._....._. .638. 013. Ore _._....... eso 013 ----_. I 4 // \ 1.�, : 6b 10 000 99686 WGB.._._ > _ D ws39,o 0389 Conc ," WaIeJ9 T 0386 .to .638. W6396r W89841'0 i 836.1 \N 10 I6 J ..... V3 --'..C) R1m 69]]5s6 ':;47;/.‘g \ 08368 I a 1 II > IF • 640.76BSP Found.. �LI!! 0 b Tia35 Fs n 6400 T i 0x8336° Ce V3 J C C 1 1 . _ - [��4¢�}l _ -- 636. I� milk sg .637 00 W 89810°e{6 _ II �1 .0 \1 bac o q o .,,,,',7°,7.., ..t L. . -- '- ..,,El .a0- ea .40 .. $ 1 1 We 3830 q - 1 6A n W.696T _,r - �3 � m 3{ J ■,- �4 I��I ` . 1 6 D I 838.E �1 :y_ k3e �, 898.51 �wr C G830b ; s> = w�ee9 3. 3 9 6 - "i : . 9.69 g _• 59.1. . 50 �• 811151 G 8.80 _..._ -- 6998.°083 w + j ` G :, 1 5' Ek 99830.9 � _ W 1� : .... AisWsi9 . W899..83 IIItAQQ TTT"' 'MI839 W®3930 839 -- / / S3 �S-.. 838.06 I 5 ! 1" > W6n 1 ! a . W6ae.. _b ' -. - - ..3 - WBJ831 - � 39.]3 .m 3 of 636.9] --- , W'.. eTif � o.11.18 eColum V50. .9,3B. ,. 630 si g GB.._.. ........ 66303 -' _ ge Pts �4� - W6� '... _ �� W0I 830. l'Mi W BR' w� w�wan TcGr gs�� re A i 8]8.60 .40 /� } 996}:,] .+3. .. W. SB '0 6W1.9.rS . W639��; t3 `r _ 4 - -'� J9e46f 99.0°6 %A\ ONail 9.6II b :8.:39..: 601` S+" T� R :86.7:25 63j' it.°o m n. 113.._._...__.. a06x698 .ao 996x0:48 9969 e _ �� .'ri°3 P,�w-_; A W8' = W r�f� 9�G fpO Clatlln9 tl ADB �YP.)w ra":3 _�\..:..39 I X. " m elnJ . ��1 y�� ate .. _. ...Ci= .0 one Fence 1., m 3 8 ° ... n 'rrt ., 72 (HIGH) 840.5 ,39, ., 0 : ' G 'Trt .1321 fins / (HIGH) -....... CBN. • 1 ) ...... 9 .0 ._... h �� m i b 6 3 fine Gr 3640 IF 1 1 630.9 6 .0.0 Gr 63590 RIM IY °{6 Gr.8.0 e. 90 � ,I •6CN reo G 63xame 8.20 y0, 553, + s _ _ W Ox< 63°9 It iY ' s390 638.4969tGr 6� 1 _ I I,� 63x° m O 03]9 W an R ..•r .._. I/ W63].00 © W96. Sen MH....._..__.. PVC � c a, 3j>0 b ^ P69]9 59 4 , 63]4 49 969 CB - -• p969 0x.... f 09680 II- el �1 Rim 636.13 E 'm �\\ \ 8 ,3 9).6 636.5 I P 9x30 83]30 TPF 631LD6v) 99 P9Tn 83].30 \ i rob a �9 1 ems° c9]AU Pea6.90 . 63590 - PGB9699 \9 rtPFG}T 63890 P 36. �� 1 �° 99 .96.30 P e. .� Pt636°a P6}660 638.5 � P 00 01600 6310 .> 063]00 I + 81300 W 1�� g / 63j{g 9.6 to}]n . . 0696 ICS 16x6. 9 P96,9 P9639 �"I 163] IftO psa;+° �. pp• ', fin. ��_ 196,9 G �66° 60 CB ° i �I o 11 P.690 fid' c Da 935 tld�li .669 30 bp I�I o ll W c o o I 3j se CC@@ 3>3p 0x83600'•_• 3l 0 63590° 063]00 o i� / _.. 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IG 6964010 9 O m6 t P 636.}° w• O 6 99636.9 rl Expose Foundation O ; 08 > 3, 3 _ 5- RIm B%401 GB 353 es 836.56 6363. 83]9 Ex % • s ....,, ....._ 6. FounmHon Pb I 0 5 .x- 303 1 9 O P eFmrne,3011 Ifin l Area DrenO .Oo w I Rim cxs Area 1 , n Area Drs , z AreaD501n Dt 3 9530 I� 1 Area Dt. Anita.. 696. Z \ 1 1 P 635 9 Are..Dmn DIAD r6 sz0 Gr 8x51 vN v s p� Or 830.85 G 0 Sxp°ze Fenneato Sin G 3� 6350 Q one 63]9 nF. osi ...fi II 644 I 6836 , �4 ° 5 1 , 3 4 II O 95 - I A� 96'30 @F 6972 ..._.... W I. 831 Ot 'f.� ISE5 ► ♦ l ' 1 C83a 65 s I IID 66ic360g 360 d Gre\o11 �+ � o. _..I �. r 1 a D. nDt�e I Gal'I, is 1 7 63p .as E = .36 '� I_ sg 50 � - s w li-�- Y - a - - = „ 9a 35 FrGw4P a e _ -wet 35 9x,99 _ �.xe -, ua]t IOi I (� O Z d W W 6 �a wa9s� �h i 6 5 .6. � .� .� - i P6 ,6,,. a rw� � .- �0� -.- - - - x. 63.3 ii _ ? Z * z 30 \ 65. C°n< Watk36S> .Tb °36.5 6 e 6 ..i, .r. ,. _ _ - '. S.Txa� '. .. ;ice: _ r �o SI <.5, 9. be Conc. walk 3<6 a Z O W 3s>. ` ne. Apron 6.,� Cone. APr on 5, . _.._... .. '.:� _%_'� 3 / .M . 0633.51 . @:346 �., ._ 34p '- �-i ,• M,..s..� A r c r P Illltlrll ... o' a J6 a mW.9m V'S a mss "'sT ..: e3 \E III 1111111111 Li �a651'9 m 635 'O , W. 31 _.. _ • _ O�a c f t r W_a�' See Sheet .1 G CBS 60 F/G Aa 6 3 ._.. c"' , ^ V O O a/ m xvs Inv 63162110'RCP SEI .8.'964.69 Va v e 63 G6..SR 6>R mV6344Lav Gen.. 3 for Detailed Valve Rim 634.46: e°.h 63 208 NW/ 63 6 PS a a 6 ow 8S 63,.6510" RCP Nwl'S3. T/P 6x9.5] I6 D P NW.s. NE1 aa, 08344] ._ 5h .4 Grading (Ty )) _ , :. 11110 EI 5 3$a • /P 620.81 (6' DIP NW. w,5E1 S X L -� tiG ,C /V 1.01@tswwre.,n..a.e .�±'lean.,tnPmanaeeG°nor n Pavement req "y F.,7-�E 2 W - 0 a w�N .�F °myl°°: O 71.. Ai �Awl�� aaFs,ru<ey man • I"��^ J W W ., C�m/S .. - �tttttttttttttttttry �•� .muni C M .a 35 . .a -0- �.� \ 3f °n< APr°n s <. Apron IN! . - { a 3 S „3tS, Con< HDi so 3j nc r0r -„ b t Apron :. - - b 3 x353 _`" 3{ 3<3 3 3{ .66 Can<. Wa S g9 5>g 3585>g S < Conc. g9 c walk { a y e 9v PN Can<. W Ik " e {-{ 33x_,.. ... -_ x30.5 < 36 > Landscape la- ape3SS Ex San MH ,.( ' IIID r a. .3 b .3Sg 3S 5' 3 3 c 9 ,?a Pm y z8.7 2 3 3 3 3 _ Project Manager JDT Bitum'no y J CB° Fence 3o 07 Gr 634 84v mbz s3<.n VCP NEswIWoodEx Hs m { !VW u ° U n m 663 ° Notes: Engineer PAC a na' RCP NE,SW) ° 630.00 no- RCP Inv e6 In" WI SW, r 36 3 629.34 16" RCP sEt s: '66,30 ° 43 '3y.ae ° e �o u6 626.12 110' 3 P wl 93sn9 '`• y e d'EPagl ' s3 " 1. There are no proposed basements. 2. See Sheet C9 for Mass Grading Sections,Inv Date: 01/22/2016 Project No. 14-168 le 56 110- RCPEI E '°3s 6 309 RCP +6 s- x cB 6 '63?3,, N/A T1LSWI Not Visible 3. Sod all damaged parkways. sheat C6.0/ C9 Rle nama��lilfJ�,tP ei°aaa1416°-090-6.0-3990.9.9 Page 48 of 74 3892 - 60398. W 83646 VI 7 W 636.01 637 69138.25 1146 8.x1 69638.36 W63 As W696. W 836B3 w olds W 838.52 p 836.65 W 838.8 637.1 . 8t &37 7 Is s 696.95 839.0 TIF = 640.25 639. Area Graln62 0, 637.56 Elpa eF ural Expose Foulcletl .697.45 1 V 636.9 1 la W 640.6 v 64 .00 e9 INF =64035 PFG =599.50 C L40.00 = Py - 6x.60 P 699.60 .,G 9 1339.93G 639.52 C 640.30 G 639.66 C 640.42 G 639.92 6- P 636:70 C 84030 211g 539 70 _ 070:g eLia.s \ \ \ W 636.99 .60 \ \ na14 P .0.00 603.30 639.60 C 640.10 G 836.60 O 639.62 G 639.58 Rim 83960 G640.06 &99.50 0 &39.58 639.59 G 639.55 P 83945 P 63935 _ �P 639.40 C 640 540 G 630.40 X6339922 is 0639.,6 C 639.96 G 639.12 y 0640.,0 C 540.38 G 639.83 C 639.60 G 639.60. 639.10 C 639 60 -6- C 636.70 P 699.20 C 639.70 P 636.30 P 638.90 Two Tenth C 839.70 P 639.20alve Vault 2 Rim 639.10 -_ ---1-646., C 699.130 C 639.70-- -- -- 4638.30 P 89930 2639.92' G 639.42 Contours (Typ.) - P 638.90 C 639.80 G 639.10 C 639.40 G 638.90 C 639,10 G 638.50 Ri=20 5936.961 6 t &60 C 63960 G 69610 W 640.05 40 5 \ \ C 64660_ P 640.00 C 840 ID 639.60 6- • G 63948 9-- - - _91 640.10 6839.86 -6- 1 G®IP=639.30 C 639.30 1 I y 838.1 i Volume Control Mea (Typ.) C 830.30 '639.16 FIG/5 LP • 638.96 Inset 2 TWO Tenth Con ours (Typ.) ®. -_d' Curb 1Me.p'° ■■■G■■81p•■■ 1; 11 n 1111111 ■■■■II■�■ 8.3 636.97 6.0' w639:15 Inset 3 Inset 1 4 G 63633- -- C 9667 G 63837 0 636 23 `h7�11111111 ■■� --- C 5 6'13 700 - 6)66 W63..15 Ce 690 Ma 57816 O11C E Oe ap aFW Gr89610 W 63590 il Y �� ‘)-)1-'„ 01 . 036.80 lC 838.56 13 636.98 0838.60 063694 / Depressed CyN �.) 0636.59 ca3e.s .. 130 a 0638 ■ 80 638 ■ W'639.28 63676 ■ 8 92 7- ; 3 \ W 638,88 I 1- -�63• _ E �f■ ■ a• •”■ 956 3 06 ■■ 00639 s 1 1 1 1 1 11J x, 6,C we 1.6% v fI, p I.■■■■11 \ \ \ valve Vault 635.]0 C 636.80 I _ 946 n I\ p 1 I 1 1 69639.0 2:19,.....6 ° x°fl�l , 1,I . W0004 . 1 v L W63.62 O2I 6980 / m I• ....\ 111• Inset 2 TWO Tenth Con ours (Typ.) ®. -_d' Curb 1Me.p'° ■■■G■■81p•■■ 1; 11 n 1111111 ■■■■II■�■ 8.3 636.97 6.0' w639:15 Inset 3 Inset 1 4 G 63633- -- C 9667 G 63837 0 636 23 `h7�11111111 ■■� --- C 5 6'13 700 - 6)66 W63..15 Ce 690 Ma 57816 O11C E Oe ap aFW Gr89610 W 63590 IJ ` - wcu.82 ) ) 1 )I 6. 63 \ \ ' 636.00 W bib o0 e2918 - 086X50' \ \ \ valve Vault 635.]0 rased I / _-Area �\ 1 CM.- 0151134 - 0 ..p _Rim 3620 666 095 G _y G6ec 4 Cure ®1 II. .44 635., 269505 G 3.8 W 635.93We .636 8.35 --e--W7'1 DB D6 5 G 9601 � '�: 13613 Cub 6 Gutter �anw_9- .. 35.00 S n b op 9 P 635.63\ 613. 494 W v 63643 Gr 6313.65. W 630.66 - 0 87\ 11%1 n9 w ‘',"..6P . - J,P� / rb 3�P ({34 64 480 - 55 W635A50 W635A1•J 'TR. -"- D �/ 6'346 C 635.31 s • 1111111811111111 1111111111111111111111111111111111111111111 ® 11111111 �-M 1 . 86.18 Cu 880uner 1X0 5O 3 0 636 G6,69 635.25656x 138&.893 063 13 634 063475 GUN GC 03X'7 _- 1 85 1 31 e 18" 8" - RCP NW) ^ Inset 6 Inset 4 Two Tenth C00.010 (TYP-) c .636 G 018.70 111111111111 P 540.00 637 C 637.40 993 YC W 638. W638 G6 068 - C637:16 V6331 8J - napre9904 corn Ityp ) 0 836.48 00.) C 636 C 637.10 G 696 48 C 63890 Rim MN o D 638.35 91 11wl G (awII 6 6.20 E) 636.16c0636.10 .6 C 636.78 G 836.28 0 636.38 G 6]634 111 III II II V711 amass a. ■■•., Y • A 1 • ® Valve. Vault 1 \ RFn536.30 G6W951320 6.30 RI -3- FIG 838.70 C 636.50 0636.00 • 26,1" J ' _ _ _ J6 6M.85 Wee Drain ma Pr 6X50 Rim 634.52 ` - wcu.82 w 698.82 sw m v e2918 I i ]4 698.4 111612 Curb -6 ND -48 lik 696.6 I N.65 1 Ww 11/ 6s19ca....._._df939s ,A6 Gc634c3 0.693133 m 63038 1--1 -.. II Gr 633.8 - � L 34.66 ■ -r Area G -•063, zsGra33.e5 1),i,,, Inv 630 43 re...13ta 6 nx63o31 -) 699064,00-cc69,.6o 83080 630.1 \ u•smv y p - - W6948x ^ /03470 'w 26 f .63138 `P 63N7 03403 `_` _66X i 63,.46 _,W..7..; o W063.89 W • .ate }64454. G 633.85 Lan.nil 1�0°6� W 634.37 A , IIII111 1111111' II . 1111111111111 ,06303 8818 Depressed Rm 3].50 973&77 D &3373 •'�' Curb&.utter 699.7 G. ] P 45 C 634.46 G 633.96 063601 (2%Mazl)5 Inset 7 Inset 5 Inset 1 lllll Inset 6 1 J -Inset 7 NORTH 6x13113: r = 10' Vf z Q W a > oW Z a ZW Projed Manager: J D T Engineer: P A C Dote: 01/22/2016 Project No. 14-168 51,66' C6.1 C9 0 PI,N m.� i��tPdlc,.916 =aa I4I66-c36-].7.7.42.4.9 Page 49 of 74 ra.nam.E. hib FP�Ea65^e=aaI2(66-c2.D-).o-1wrv.me Page 50 of 74 R;n: 639.26 639]9 Planter , B Ex San MH FG 63grant11 29 D aerDa �g 1 O Ex MH Rim 663907 FF= 3 6 m 39.15 F=63,19 FF=639.18 a 33.4116E VCP NW,SEI FF 641.45 / I® 1l B "ck BM. / x Rom 63990 III �J C velrs Bitummous Pavement l I I I. 40 Tre U State ROW LineP Co<_ Walk I FEx Hydrant G 639.64 , I 0 chi ' c°n<. ParjmimiiiiiiLlISMEIlli Landscape Lantls ` IT 1 J �mn Landscape f ® p NORTH Conc. Walk \a r•, Bit. Pavement Conc.Apron �Y•jc • °� Cant. Walk Cont. Walk (State ROW Line • 0, ., i. Pavement Apron_ ••- tea' •-`.; - �. Seale: ]^=zo' -w w w W W W w tm l�,H Q fxm',`.;net,' w �i w w ,1 R.-� im 638.31I E Valve Vault i7 yy w \ 0. ] 63 n 35.2 l PSwlb R• 63],56 ) I 1 Ex San MH Rim 640 L5 I I l Ex San MH Rim 639.60 \\\ Inv N/A No ,,,,on, ,,,, gree Drain 81-] Sfrucure Flooded E. San I I MH 'sl i le N 1 Nal Water Ex ,,Below Water in Structure T Gr 63].40 Car Parkela &+cE�fru<Yure Gr 63].85 Ex Rim SYm MH 638,5 Remova6Red. Ben Curb Aeron 6Dee Va. Rims as Needed. Bend Curb Around Valve Vault Rim az e'xe^Preaeure Vault CennecNe. In•••• •--••-•--••-•--•-••-•••--••• In 631 BO Ite" RCP NE SW) 50118" RCP N Rim 630.51 v 633.06110" RCP NEI Inv 635.3310" RCP NE) Inv 635. 6510" RCP NEI In ,018" RCP SWI BAISEIYNurnVSF Needed. Corn with MAN works Dep,. 632.10118"RCP SW) Inv 635.27 632.81(1r RCP SWI Visible er Remove 8 Rplace Pavement em 6Striping as Needed 1, 18 Casing Pipe for WM Prometlm t. - - - -,wl 9b N ad vto Needed e Flu Bt Pa e h Payment 33 02 be Flush lust t/troodlttuatFlFl- hwl GUWr Pavement ExgBue B Area Dram 14Rim Gr 637.31 mnouz Ex San NN -a wl r l �bi Rim 637.83 tbfgl Gr Ex San 637.87 NH 1 I Ex SI. MH State ROW Line Rim 630.56 Gr 638.43 Inv 635.9010 RCP SW) Ile E34 W Inv 6351110 RCP IN 638.06 VCP NE 5'nInv 635.5518' RCP NEI Rim 638.95 nv 630.50 118 RCP NE,sW State ROW Line Ar. Drain 1-12 1.11 Drain Bt -10 ,-9 , WI Not Vis lble s 1 Gr8.6L a.637.80 CP�o .'1^% Drain B. 1.2 uhwl6FavemelMr H MeaDrain Ba 5 014. 1 NW) Not Visible Below Water in Structure a a 8 ) B 9 10 „ 12 Below water in Strutt .638.40 .637.50 In 4.67 10" RCP 51 (/Or 03715 .83520 .638.40 .038.70 Gr 638.85 Or 638.85 .038.70 1.636.60 Inv 638.97 1.638.15 Inv 835. Inv 535.49 835.05 Inv 6]4.34 Inv WJ.]9 J pelowl Water�n sisible Inv tructure a9A9 633.70 Inv 833.99 Ile 639.21 Ile W9.0 eN.W e35.03 835.33 836.63 Inv ea5.]0 •1.•� s O -6lib-Mror- 2 zl•2,8-HOPE @1.00% 81.00% 0 @t00% a -HDPE 29�� @t0x @10x @1001 61.00% 1.00 3T-6"�PE 1.50% E 8^xDPE E3T-a"HDPE :a a•HD • p• oOrE . • P®DPE -6"HDP +.Dox ®1.00 2i'-6-HDP �1.00x E as-6"HOPE E7 @,.aoX • E +F ■ (/ ■ t.ox sF Fj + + + + + + + + \ ♦`• ++t®voox+ + E , 6" HOPE W ill �� ' I �� . I.�� ] PB ®z.z .637.4Su f lit (3 I\ I I Or MMAO1.32, q • "V .14.1 Inv Inv ulx I I I J i i f 1 I (13... �w t x Ile Na t3 00PE561.1 ce..__.._..._ Gr 637.04(S) 0% 6-oiwMmp.1 � O N FMO O 29- PexrlmNd HC@0.50% I I Inv Inv 633W)639do Le.. 1G FIG M0.10 FIG 63B.0 i I rc It 11 Inv 632.68 N 0' 631.15(SE} FIG 63.6 i. atar Saralee ae 1TYP.) ; 54'3',RCP EO. g0.50X m o 41,1 I Val ,z..,,,, �m^_�I fix, l© 9 tml' lmJ l 1 ilei �' KimIii dim of lml hl vim� r -w 1 Iii -- 1 I� i 1 iA p ce..__.... _ w s a .emu v e^ EMms M. w a w amu ,,aura 3 .63950 e w v a^w WV a^DwM (rYPI Rw 6 e^w e w 13 6.35 San Mx-_._ ......_ 347] FM 63671 .... w e^w A -Ty .paM SemlerM �C 6�opa ).839.00 a 11 xo'-a^Pry)�o.50% YInvS T ..7v:;:ES),:6,....,II nv535oo 1 15 636 es ♦ f �g]1M•oral 14 532 1 128ertoraud ve60 0 • IW u '� �` II` IL ��l = R.636.E '...� ' ' •... _ _ -t `� ,--- �m ---- 12 -RCP In i ,,,/r- - �. PVC®OSo%� ©� �� !�•� --- �� I�� CJI Or 69650 nv 83500 Sanitary mce(T..) ' _ I Y 1. Gd• Perforated 9' RCP 1.1601. Rim 696. O amssz°t Inv 633.89 e9 \ \\ \\\\ \\\\i \\\\ \\\\♦ \\\\ RnMH•_._.__.. h24K RIaM.A'Pertreted gryryryl Gm Inv M. u o _ ,'-12"RCP @tare �A [[ PVC X0.50% . O pB.._._._.... Or 83910 �NNN1 i �.1°'x"O 601 lir4' i = I 633.77 M"Rzer V4 i W04i)) (1) Wm 63610 Underground Detention Vault Inv u1f21sE1 l`v t � r11 "RCP m m p -- s A • 3 G CB.._.-... .63880 .... 1T RC cB.._.- Gr ue 80 ......CB• Gr6860 -._......_. Inv 615 ]] 9 (4 C _•_pp y3 ]3 J m®ee. - 4 6tormTrH or Approved Equal Inv63,Bt INE) sYstem Invert=82015 Inv 63, 6613w1 ` - 1 a _ > Conc. ' Wall ° ] Inv 839.83 ®05 0 Inv 839591 Inv 833111 ' -WI In EBE) ' 36 13 RCPMI 926 ®950% ----_ HWL=63382 � Q 34-Rism VT/v CB••-•-••••••••• R'm 53775 �' " ]e-,2 R CP60H. r n �� t I CB VS 1 R] 5M RCP C 2 Story I� -- x...\ - I mv6u Gr a)00 T. (4-) T 15 RCP � i 9 fWM •ualtty) 1 6, - - _ Br'ck&Fame II il'. Gir+ Inv a3 :za 6Yatsx I ... ° ::,_� la �� )-� 1 lewy I .0)INE) 31' iTRCP Z RGP ♦ i .-_ Inv e. I II ..-1- - ®0.86X �; 43-13 RCP 2 RCP - .. - 9 L� 6110 I � Inv 838.15 I II I � __ De.. -0 Colum "- - ---�' .. !i!1° - C�: Gr 69]35 FF 639.,2: t6 -1 �;;6-;e....__. � B� �tl L �1 ` - -- -- --- --- � IIS O �. ��■. .:RCP _ 63.•12" Im633.75 � .�►• � � m6996) � 06,2 �x .r,Me�-' � � m ce••-._..._- 36'.,2-RDP / //� - _ l - 6,12"RCP®953% �_ x !� r ,��_ - � m � .63840 ®o5ox Garage / �_ , I , I cP Wood Fence 7 LL ma 634 oo =/cnn<. Bln<I., ° sFrame ♦ CB..... _.__. .. • CB....__...... NAM Ce.. -......... - ._._ ce.._._.__.._ Gr 63650 11 W g o _ ro W e '- - til Gr699 Ili V a Gr use. e 6 my 6s3 ee(NE) Trench �' GF 63820 79 ,3 R RCP ��6�34� Inv 633 as (SE) m63z16 m s3z s) m 32), 61 e41sE,sw1 AI Drain l m W - - - / Inv 471xE,x l , 26'.,2^_DP�809. ^.oe iii I :5•-3z•• RCP I L''7 5 I 3 30'-1Y'Rtp MH...._-......-.. 0 ® ®e50x 10 Sen MH -- P VC ", © , „ M1.06% Imp. E) Ile 693.06131 .; �, CB• ---•--•- 883296 It Inv 30.13 Inv e]0 tl 50 13 RCP MOAO% LL ‘‘‘t Ile W3.4113E' ) 12"RLP InvGr 11 I sT-13^RCP Ma 6 b �tttt9�� W'o eic IU m r� lml ii li ■ ! tml ¢ 'I hl :i! on °b_ [Mil t-1 iizg1- IIiJ ._ ' r ----t7. ' 1__^Extenmmel Ile -- •._ 1 �, sen MH••_-.. Ran 63602 ,3 �- c. ,r t M. iz RCP eso% `N IWM Dual ryl 2 u �_i RCP go.3o 3 DATA Du euosox I �_ S`m-6 G r •••-•_ _....._ i6 kITYPI `,e ME a anal r�10, eea6 sl 7 Isv°83;: i 111, IImW IV a 0) '" Ile 6911) water se (TYP.) CB....._ Gr6364) - 18 20 Duabty) j )s nttery Se Military wl ) 1' 3 RCP ] C 'o - / L 1 a ifdi :��1 e m IZ. = ' s w O a w ,, a �� _�a. a -- - - S w --- 9 l�l e w I. --- f?�� .� -� Xw F��95.)e a _ e .9 ' w _i e^w .. 1L ' �' f tstory Br <k 6 Frame e.... -.-FH) T E H a _ � �s6BIll ' anv fiScTidn'an0 \ Ile 693.66 8"•IWM nYPa WaMree ITYP6M804 63929 fo•1 ' \-RIm 636.]60 ultfIG .Lo 696.0 ® \ \ I Inv 829.9] (NW) Inv 836.67(sm my 839.8:IsE,xEl © cIBv695 ................... cr 633.es ce..-.. _ ...... II I r I a59oae.- _••••••• • O9 Area Ore _I n O11C \5., Rim 35.45 Inv e6 (W) 1 v 1 E) m Drain" Area Drain 01.3 Area Drain Dt 3 San Mx.__. II Rim 89453 .833.85 Ile 30.01 red Dray p1-) A Dain DIA NJ Z Ara or 6 or. p 1 VMve Veu115 reu0. 50 It 69060 Iv (NW SEI 6 nr Gr83485 Gr634 60 nv 6z916 /! II se a"N E .633.65 00Y. .833.85 ��\ 307n 70 \ v n Inv Inv uBBO ( l) m maom 1 H P E Inv 83 0.79 .00 ,t-,2^HOPE 12..-.. , ;� II; ,� � d Z_ G89.D5.5600n D- L s - _1 -I Ma 1. C1, - -828.]9 D Area0.0er '4 npl.le Ij•M.a°0071:01.6 1 D O. cr"�63s asn 3 u 6 Hpe X100% - 891.51 MilsInv Cr- �'• - - - Gr 69 Gr a JR / Gr893.0 - w,.3, p O �l L - - = t-- �, I 6.3 4 -.. SNE �Y7 4 - � �: � nv oro1,77-1 In �( + \�� Ile . - + - d W - + + _� /I + + Z cont. W Ik OPE -ITHOPE 11 H ' X109% M100% W X(WMD -! ., tli . 5' -12 -HDPE 29.13'HOPE 2"HDPE 21. 13"HOPE 21.1 le 3€ ' - OkHUHE :• 21 991.00% 31 W11. oxlnv H0 OP cnn<. J Q W O / C nc Apron , LConc Apr on \ e AW ,z HOPE i` ©0.59% ©0.50% 60.50% ©0.50X. "\V F d V i„ a W dal W Rmel "_ 88 W .60 i. .. XW i� p]I LEXING1 SITE IMPRO DE: W W W W ,, w w W` ws Gr 635.03 Vault W ValveEx Ir VpOsox w w ''Plc �sl4 to Mn W W W 82110'R SEI R.IL. 3 4.89 Field reify,,Mien Rm 634.44 Meld Verify WMTNIpe Elevation E Rm 634.4 "R 1 NSE)W Ex ,Vault 63,.0510' RCP NW) T 62.5716"DIP NWA fl 23 d Lower WM es Required111111 ), %-< 2 110" RCP j R" 3301 TP 62.116"0PNW WSE ow.' �I �h .. am ,°rep q�. , A, e>m �. Hydrant a vale .. 1 9e -OHW OHW Conc P °®�\on< p n C. ` 3 •, Cone ran • HIM - 0 Avon "w Notes: cent. walk Conc. walk 6190 Conc. ora k it9'•xE. 1. See Sheet C9.2 for Utility Crossing Summa Table. tY rY '.07330000 IIIInv eanasc50e 627.n Sen - \\\\ '� % Page 51 of 74 645 H:1"= 20', V: 1"=5' 13 15, SANMH4 SAN MH3 Rim 639.99 Rim 638.71 � 9 645 Inv 633.99 (NE) Inv 632.29 (SM) SAN MI-12 y Inv 31.28 (SE) Rim 636.30 Inv 692.68 6 640 (NE) Inv 629.97 (NW) Inv 629_62 (SE) V 640 - _ -J�--- J Inv 629.87 (SW) SAN MH 1 Inv 629.62(NE) 1 Rim Ex SAN MH Rim 634.27 635 L--------- ---- ----_-- Crossing #9 Crossing #8 12. 2" Storm Inv 629.18 (NW) Inv 629.18 (SE) nv 828.95 (NW) Inv 628.73(NE,SW 635 340-8"PVC (]0.50%(WM B/StStorm6 B/Stn=631.90 B/Stn=632.43 /separa9on=8.5: Quality) TISan=631.44 TISan=630.]4 VVVVVVIII Crong#2 630 ,r� Crossing ain J , Dip a"watarmam Crossing #14 12" Storm = = 20.2" 129'- 6" PVC M 1.00% B (Separation B5M Storm 630.05 TISan = 629.79 Separation =3.r`nI 630 625 620 TIWm=fi31.fi9 BISan=832.65 5]'-8"PVCw6.]a%IWM Quality) Separation = 8.2" V Crossing #3 Crossing #24 Dip 8" WatermalnExisting 12. Storm T/Wm=62800 8/San=633.58 B4 =628.]0 Separation = 22.5" 145'-8"PVco Crossing#1 Dip 6'Watertnain T/Wm=62].48 0.50%(WM Quality) m I I rk`+ `i E Core into 8 Connect to Sanitary Manhole 62 620 645 H:1"=20', V:1"=5 SANMH2 SANMH2 Rim 636.30 Rim 636.30 645 _ 2 � o a u 640 SAN MH 26Inv Rim 63692 629 97 (NW) Inv 629.62 (SE) SAN MH 2A Inv 828,9] (NW) Inv 828.82 (SE) 640 o Inv 631.17 (NE) Inv 62987 (SW) Rim 63613 Inv 629.87 (SW) d � ---- rn T_-c Inv 62992 (NE) Inv 630.13 (SW) Inv 629.62 (14E) n 635 - ---- -------- Crossing #25 - -- - 12" Storm Crossing #19 ) J-k----- - 635 o a B/Stn=633.21 / B/Stm 6 tl T/San=631.49 IAI'// BIStm=632.35 Cr125iStorm� Separation =214" T/Sen = 631.32 Separation = 12.3' B/Pipe = 632.67 Crossing #6 12' Storm B/Stn = 832.51 T/San = 630.38 Separation =z5.a" ,., _ Z 630 2110' -8"PVC (@ 0.50%(VWM Quality) m 100'- 6" PVC 0.5 1% 630 I C. i I 625 620 tOO Ag Crowing #17 Crossing #21 J I I Dip 8" Watennaln 24'• 1tl1 TNWm = 629.26 T/Pipe = 630.1238.12 Crossing #5 B/San = 630.49 Dip 8" Watermaln Separation =4.5" T/ Wm = 828:16 xg s6 625 620 HAEGER ENGINEERIN ulting engineers • land surveyc lum Grove Rood, Schaumburg, IL 60173 • Tel: 847.394.6600 Fox: 847.394. Illinois Professional Design Firm License No. 184-003152 ww.haegerengineering.eom H:1"= 20' , V: 1'=5' 650 645 SAN MH3 SAN MH 3A Rim 638.71ad 650 645 Iv N Z {JJ Q Iiii J 640 Rim 639.49 Inv 63349 (SW) Inv 632.29 (SW) Inv 631.26 (SE) Inv 632.88 (NE) 640 {JJ Lu y d O Z 0- 635 T - ,I-- yl-`----F4 f 635 y J Li- Q I- d ZZ uJ - Z W 0 0 0 0 Z a 63'-8"PVC Q 0.50%(WM Quality) 630 625 Crossing #11Vc Dip 8'• Watennain T/ Wm = 631.35 F e 630 625 N Project Manager: Engineer: Date: Project No. 5h t W J 1!J N 1D T P A C 01/22/2016 14-168 C8.0/C9 Page 51 of 74 645 640 635 630 625 620 8 Stpnn GB 01 (6' GCS) RIM635.45 In 30.40(SW) In 29.54 (NE) In 627.78 (SE NW) Storm CB o1 Rim 635.50 Remove& Replace Curb & Pavement in Kind over Utility Work Storm MH 02 Rim 634.60 Inv 627.58 (NW) Inv 627.41 (NE, SW) Weir Wall TIWa11 =633.82 8' Inv 830.40 12" Inv 629.! 131' - 24" RCP @ 0.30% (WM Quality) Crossing #23 8' Sanitary BISan = 82934 Tl5tm = 628.78 Separation =l.1' 3.78" 0 Steel Plate Restrictor Inv. 627.76 (See Restrictor Plate Detail) 36'-12' DIP Q 050% (WM Qrjanty) Crossing 822 Dip 6" Watermam BIStm = 627.50 TlWm = 62600 Field Verify Elevation of Existing Sanitary Sewer Prior to the Start of Construction. Field Verify Elevation of Existing Storm Sewer Prior to the Start of Construction. 645 645 640 640 635 635 630 630 625 620 0+00 1+00 CENTER STREET STORM SEWER CONNECTION 645 Repair Curb & Gutter as Needed Due to Valve Vault installation. Coordinate wl Public Works Dept 640 Approximate Loc48on of Existing 8' DIWM. Field Verify Size& Location. 635 630 625 620 H: 1" = 20' I V: 1" = 5' Valve Vauk 1 Rim 838.75± Existing Ground (Typ.) 645 Proposed Ground (Typ.) 640 Remove & Replace Curb & Pavement in Kind over Utility Work 22'-16" Steel Casing Pipe or Approved Equal Crossing #12 18' Combined B/Com = 630.79 T/Casing = 62929 Separation = 18.0" Dip WM Beneath Existing 18" Combined Sewer LEE STREET WATERMAIN CONNECTION H:1"=20'IV:1"=5' 635 630 625 620 625 620 Proposed Ground (Typ.) Valve Vault 5 Rim 635.70 1-L Crossing #26 8. Storm BIStm = 631.18 TNJm = 629.55 Separation =19.8" 0+00 Remove & Replace Center St. Pavement in Kind over Utility Work Existing Ground (Typ.) ^ - Connect to Existing 6" Water Main 8" x 6" Reducer 645 640 635 630 625 620 1+00 1+50 CENTER STREET WATERMAIN CONNECTION H: 1" = 20' 1 V: 1" = 5' PLAN VIEW INSET FOR LEE STREET WATERMAIN CONNECTION 1"= 10' NORTH Com and Comme.s, IDOT Z 0 1- W • V1 Z -1 O 0 • ce a V1 Z W < I- Za 0 • W Z �Z O t++s 00o Z >7* aC W- J W H Project Manager: TAS Engineer: JDT Dote: 03/10/2016 -_ Project No. 14-168 Sheaf C8.1 C9 ,°',EXhibit:e Page 52 of 74 FG 639 29ArArMdi Bvx 70I 1 Rim 639.904A State ROW Line I -w\\ Remove & Replace Sidewalk Apron & Depressed as Needed. Bend Curb Around Valve \urs \ Curb, Vault Rim as 3lk w w w w w w 8"x8" Pressure Connection in Vault ex San HH •- •• • • •• • • ••• • •• • •• • •" • Needed. Coordinate with Public Remove & & Works Dept. Replace Pavement Striping as Needed I I I1 12 86n5 v 6 0. 5 I18" RCP NE.SWI 16" Casing Pipe for WM Protection IDI State ROW Line ! Drain B9 Area Drain B10 Area Drain 38.70 Gr 638.85 Gr 638.85 B11 Area Drain 612 Gr 638.70 m 535.02s 3502E w 635.23 Inv 635.52 Inv 635.70E E E E E 21' - 6" HDPE @1.00%] 29' EE6" HDPE @1.00% 3 ¢ E V i [Al O N--- 18 - .' DPE @1.00% e r o o PLAN VIEW INSET FOR LEE STREET WATERMAIN CONNECTION 1"= 10' NORTH Com and Comme.s, IDOT Z 0 1- W • V1 Z -1 O 0 • ce a V1 Z W < I- Za 0 • W Z �Z O t++s 00o Z >7* aC W- J W H Project Manager: TAS Engineer: JDT Dote: 03/10/2016 -_ Project No. 14-168 Sheaf C8.1 C9 ,°',EXhibit:e Page 52 of 74 STANDARD DESIGN FOR STORM MANHOLE TYPE A nor .: Ningste (2 Maz.) MATERIAL FOR WALLS Precast Reinforced Concrete Risers 4I ri Cost n Paccefe C ass % C le or Precast eleRs Reinforced ti FkiF, INLET Bedding Material S. Notes 1_ See Plan Sheets for elevation of Invert and a' t of 2 firevr%.ion C for Reinforced Concrete Risers may vary from the given to plus 6". 3.Prec sN Precast Adjusting Rings. 2e h, Maximum in height. 4. Steps hall be,am imbedded to wall um of 30 STANDARD DESIGN FOR CATCH BASIN TYPE A Drainage fabric 18" wide Ma oaf 'o aMa2 Ed PJ �atn Cancrela (2 Mox.) R"n9s 2" ±R OUTLET 6' I T J I"I w teen 1 SECTION Cost -In -Place C ass Concrete or Precast Reinforced NOTES: 1. Type A Catch Basin shall be furnished frame A Iia o n general notes. 2. All Catch Basins shall be 4'-0" in Blom., unless noted on the 3 Dimension for Precast Reinforced Concrete Risers may vary Horn the dimension to plus 6'. 4. See 5. Adusdting )Rings, gs r2 elev. . Maximum 8" in height. b. Steps shall into the wall with a minimum depth of 33 Concrete Slab Beddng Material PLAN (CONC. CONE RISER) MATERIAL FOR WALLS Precast Reinforced Concrete Risers 61(94 (244,4 1,9 STANDARD DESIGN FOR 24" TYPE C CATCH BASIN Y4100+/ wIA,461ig4' OUTLET B dterdd lolg M NOTES: 1. Frames and lids to e as shown In general tees 2. C a t b f p cht einforced to construction only. 3. g Rings, 2 ch- Maximum B" In hei hf. 4. Adjusting rings on m .[ oen to be toned wt mortar. 5. For rim a pipeinvert elevations, refer to plans Drainage fabric 18" wide aft a app14oroved equal. B met, IL t Mlanrr I i 1.1 _ �... SECTION AI PLAN /AN Wiff ' OM. weep holes (6 ch) at 60 typical Class I or It Backfill, per ASTM 02321, ) (4a,, ,7(4 In 8" (200mm) Max. Lifts to a Min. of 90% of Max. SPD NOS Round Grate for approved equal) la 111111 HDPE Corrugated 'Tee' HDPE YARD DRAIN INLET Brace Plug Aga nst Undisturbed Earth. MAN¶(TYPICAILJ 1UELLER TYPPE H-15(54 CURB STO •--- 1" TYPE K COPPER SERVICE PIPE NOTE: COPPER PIPE & CURB STOP TO BE REMOVED WHEN NEW MAIN I5. PLACED IN SERVICE. hili .mllmll ly'M ' amomPliimsmo MUELLER TYPE H-15000 CORPORATION STOP MUELLER DUCTILE IRON SERVICE SADDLE �____(T'PICAL�ER MAIN DISINFECTION/FLUSHING-TAP DETAIL- INCIDENTAL Na Flat Top STANDARD DESIGN FOR VALVE VAULT (TYPE A) 2'-0" 8" Motu Glass X Concrete r{r, PConcretrecast e SlaReinfba .I„ r� 6" 6"11 MATERIAL FOR AL 5 Precast Reinforced Cormrete Risers o" Dimension C for Precast Reinforced Concr to Riser may m vary h the dimension given to plus six inches. DIAMETER OF WATER MAIN 10 inches and under 12 inches and over 0' Notes: 1. If the valve stem is greater than 5' in depth, :tem extension to s Is required. 2. Type aA Valve Vault shop be provided with Frame ea. 3. ithnot B; joints.rriastic ha Mueller4. Valve shall he A-2360 resilient seat valve only. Bedding Material Compacted Backfill PLUGGED TEE TEE 90T ELBOW Nt, All Blocks Bear Against Ud't bd Earth Arrows Indicate Direction f Thrust. All Blocks Shall Be3000 RS Concrete. All Fittings Shawn in Plan Except Vertical Bend THRUST BLOCKING VERTICAL BEND Stainless Steel Infernal Expanding Band Remove Benching if Necessary Before Drilling Hole NOTES. Existing Sanitary Manhole Sturcture C-923 Boot SECTION VIEW Sewer Pipe Two (2) Stainless Steel External Bands 1 Core -Drill Core-DrillCircular Opening in Manhole Wall el Diameter to Fit the Required Boot Si 2 Kor-N-Se, Flexible Rubber Boot (Manufactured by National P0),,9on Contra Sy t Inc or as Approved by the Engineering Department shall be Used for Watertight Connection Cul, Shape and Slope New Invert Channel in the Existing Concrete Bench for Smooth Flow from New Sanitary Sewer Connection. 4 Clean £xshng Manhole of Any Dirt, Concrete or Debris which may Accumulate During Construction Process CORE AND BOOT DETAIL (8" Ing Ground Profile Removable Plug 45° Bend Wye Tee a Connection connerhm ending on Flo Watertight Of end end of Plug SFCTION A -A (18'x18) Concrete Pad tobe used In Paved areas. �e Oat Bends Consnt� Sanitary As Two 43 Bends As Shown. Tee Or Wye Connection (depending on angle) PLAN VIEW SANITARY SERVICE CLEANOUT ALIGNMENT DETAIL TYPICAL HYDRANT INSTALLATION MUELLER COMPANY SUPER CATALOG NG. A-42350 1111 ' 'l, C L CR.111101 USHED BA -11 r �� R CA -11 !w.: CONCRETE BASE AND • ,y G 7ryN4 BLOCKING AGANST /II'll�l UNDISTURBED EARTH PRECAST CONCRETE BLOCKS L I MUELLER COMPANY 6" AU%IMARY GATE VALVE CATALOG N0. A-2360 Storm Sewer Per ASTM C361 with Joints Per ASTM 0443 (Minimum of 10 feet required on ether side o crossing) b a Water Main 8900 Note. Refer to MWRD Note ;{5 an Sheet 2 for additional 9formation. WATERMAIN PROTECTION DETAIL #I Storm Sewer or Sanitary Sewer 1L 10' Min. Cascade Spacers to be Used Wet r Mein PVC Casing Pp (PVC SDR 26 per ASTM D-2241 or superior) WPM Note_ Refer to MWRD Note 15 on Sheet 2 for addetronolenlormaCon_ Waterbgh( Sear Ends 1 Corder p e L xaseoi'o: if.007) WATERMAIN PROTECTION DETAIL #2 Watertight Plug Of end of run) 2"x4" MARKER UNDISTURBED GROUND (PAINTED GREEN) LENGTH AS SHOWN ON PLANS I I 1"1,F1"1111111"* =-I 1=1 I1=1 Trench Back9ll (See Typical Section) ao SER ICE PIPE LAIO AT AMIN ADE OF 1/8' PER WATERTIGHT FACTORY LINEAR FOD. MADE PLUG. ONLY REDUIRED WYE/TEE WIT, IF TERMINATION IS 1,40E 6'• BRANCH OUTSIDE POSED BUILDING SANITARY RDSEWER SERVICE CONNECTION TYPICAL CURB BOX INSTALLATION HOUSE WATER SERVICE SERVICE PIPE 1" MINIMUM TYPE K COPPER r CORPORATION STOP 1" MUELLER H-15000 81T1-1 MUELLER OR SMITH-BLAIR SERVICE CLAMPS MUELLER LID AND PLUG 89980 MUELLER CURB BOX N0. H-10302 (1") STONE BACKFILL CRUSHED CA -6 CONCRETE/MASONRY BRICK MUELLER TYPE H-15154 1" CURB STOP -COPPER STORM SEWER WATER MAIN O CA -6 french backfill under pavement, curb and gutter as indicated in road su0grados and within 2 feet of any proposed curb and gutter or sidewalk. Mechanically compacted backfill of excavated materials in other cations if approved by the Village Engineer. Refer to note 3 below for materials and compaction requirements. • RCP STORM SEWER Compacted granular material CA 11 or CA 13 to 12" above top of pipe (Bedding Material = 1/4" to 1"). Compact to 95% (ASTM 0-1557) 8" lifts max. 13 WATER MAIN Compacted granular material CA 6 to 12" above top of Compact to 95%(ASTM 0-15522 8" llfis max. • SANITARY SEWER (PVC, DUCTILE IRON) Compacted granular material CA 11 or CA 13 to 12" above top of pipe (Bedding Material = 1/4" to 1") (also see note 1 below). Compact to 9570 (0 5171 0-1057183 lifts max. SANITARY SEWER AND SERVICES Notes PVC pipe conforming to the SOR specified in the plans shall he installed to the latest revised specification requirements of ASTM D-2321 using either compacted granular material CA 11 or CA 13 for bedding, haunchrng and initial backfill of 12" over the top of pipe to provide the necessary support- m tot the pipe so that the maximum u deflection does texceed5%of the pipes original infernal diameter. 2. All CA 6, CA 11 and CA13 to be IDU, approved. 3. Under or within 2 feet of pavement, curbs and walks use trench backfill and compact to 95%Mod. Proctor density (ASTM 0-1557) 8" lifts maximum. (Loose Measure). In all other areas use excavated materials (unless noted otherwise) and compact to 9004(ASTM 0-1557112" lifts maximum. (Loose measure). 4.3 Compacted granular bedding material. CA if or CA 13 gradation. 8 Lift (Loose measure) Compact to 95% (ASTM0-lSS7). Bedding M terial to be 1/4 to i Unsuitable material be removed where directed by Engineer and replaced with suitabie material and compacted. p f d. Trench Width Pipe D.D. , 24"M/it/mum Refer to Standard Specifications for Wafer and Sewer Main Construction in Illinois, Current Edi9on, for Trench Widths. TYPICAL TRENCH CROSS SECTION 1 Fao' Fkhia iati ia.LiC;P;4166-Ci.D-2.6-TnIEd., Vf z w Z d Z - CW Z LZ 00 0 Ws Z wW- J W 1 - Project Manager 1D T Engineer PAC Dote: 01/22/2016 Project No, 14-168 I Sheet c9.0 F l0 Page 53 of 74 OW PMOL[�AO 011E4sM ININ M2 NM NsOao 54496 w 4PR606 rMrp®I IMAM (1'YO. ...1 .1.71=.1.-..0.s.P' MlE6' •-_. 11 CMi51 PY II w.rY 61a61W 1' 1 -IIIr� NM0'r An 64 NiL61 MIKNIT• 'Si[ Ir6+b"6 6-116 4 1614 DIS comma _I_i Y1, ONSFIR al RA k��mi _I. a EGI.YE12 DNA wookaonex hal 'ULM 419 W teem 0 06` nMAEES 4,,M.o,,N:,:,,..F. :::;:NM Y<rdt MMN':N 6rO6 nmtm IP K6G1 M61•7•1•r ebve v.¢66c 1,e w ke 0..... 66 +8 •4. 'M IMMI 1"..N.55900E (�(// WOi RV to NM .3 y % MX iomuto wru.mr 99'' i . arreen Z weNN ma ,m ran 0690 44mt r<mtcme 3%mcrlracrnm rear-rMnt� c TtA ...ma a wK .tmst,emsl• @Y I.FAIN1 ,0 AN r -610u ME -.- x nrinr wan NEW a NANNY fa SINMNI R, 4 6 2 + INS w 'WM K. M 0%M trrP RY (vn6pr11 I, N. W eNr[MUM EOKlei96@ 4 MAC 4.640 CM 6690 6441 646 fE 1490 WW1 COME 6 RN WIVE ID WE NE WEI. • PR" IINE �y4}rg Kmto nMNtl WAD 614 •IMir W61r IN a AM IM0Al5 RP WPM 4E,Or rrrs NUM mow= 6 ii f^,'}1 1 NO pp p I6.r. ....4IMMp64 6656046 nand MEP E ,rsgFNM mr[m+ WNW MAL RE AN IS WKS. VA MONNE 40.011 MM. °44.06¢ areal j Y9 H 7N w 'T TD RCP TECHNICAL GUIDANCE MANUAL .r r TYPICAL SANITARY MANHOLE "A' AND '8" DETAIL 612' c.o. NB.]+ ' P445 N4..4 2"x4" MARKER UNDISTURBED GROUND (PAINTED GREEN) LENGTH AS SHOWN ON PLANS I I 1"1,F1"1111111"* =-I 1=1 I1=1 Trench Back9ll (See Typical Section) ao SER ICE PIPE LAIO AT AMIN ADE OF 1/8' PER WATERTIGHT FACTORY LINEAR FOD. MADE PLUG. ONLY REDUIRED WYE/TEE WIT, IF TERMINATION IS 1,40E 6'• BRANCH OUTSIDE POSED BUILDING SANITARY RDSEWER SERVICE CONNECTION TYPICAL CURB BOX INSTALLATION HOUSE WATER SERVICE SERVICE PIPE 1" MINIMUM TYPE K COPPER r CORPORATION STOP 1" MUELLER H-15000 81T1-1 MUELLER OR SMITH-BLAIR SERVICE CLAMPS MUELLER LID AND PLUG 89980 MUELLER CURB BOX N0. H-10302 (1") STONE BACKFILL CRUSHED CA -6 CONCRETE/MASONRY BRICK MUELLER TYPE H-15154 1" CURB STOP -COPPER STORM SEWER WATER MAIN O CA -6 french backfill under pavement, curb and gutter as indicated in road su0grados and within 2 feet of any proposed curb and gutter or sidewalk. Mechanically compacted backfill of excavated materials in other cations if approved by the Village Engineer. Refer to note 3 below for materials and compaction requirements. • RCP STORM SEWER Compacted granular material CA 11 or CA 13 to 12" above top of pipe (Bedding Material = 1/4" to 1"). Compact to 95% (ASTM 0-1557) 8" lifts max. 13 WATER MAIN Compacted granular material CA 6 to 12" above top of Compact to 95%(ASTM 0-15522 8" llfis max. • SANITARY SEWER (PVC, DUCTILE IRON) Compacted granular material CA 11 or CA 13 to 12" above top of pipe (Bedding Material = 1/4" to 1") (also see note 1 below). Compact to 9570 (0 5171 0-1057183 lifts max. SANITARY SEWER AND SERVICES Notes PVC pipe conforming to the SOR specified in the plans shall he installed to the latest revised specification requirements of ASTM D-2321 using either compacted granular material CA 11 or CA 13 for bedding, haunchrng and initial backfill of 12" over the top of pipe to provide the necessary support- m tot the pipe so that the maximum u deflection does texceed5%of the pipes original infernal diameter. 2. All CA 6, CA 11 and CA13 to be IDU, approved. 3. Under or within 2 feet of pavement, curbs and walks use trench backfill and compact to 95%Mod. Proctor density (ASTM 0-1557) 8" lifts maximum. (Loose Measure). In all other areas use excavated materials (unless noted otherwise) and compact to 9004(ASTM 0-1557112" lifts maximum. (Loose measure). 4.3 Compacted granular bedding material. CA if or CA 13 gradation. 8 Lift (Loose measure) Compact to 95% (ASTM0-lSS7). Bedding M terial to be 1/4 to i Unsuitable material be removed where directed by Engineer and replaced with suitabie material and compacted. p f d. Trench Width Pipe D.D. , 24"M/it/mum Refer to Standard Specifications for Wafer and Sewer Main Construction in Illinois, Current Edi9on, for Trench Widths. TYPICAL TRENCH CROSS SECTION 1 Fao' Fkhia iati ia.LiC;P;4166-Ci.D-2.6-TnIEd., Vf z w Z d Z - CW Z LZ 00 0 Ws Z wW- J W 1 - Project Manager 1D T Engineer PAC Dote: 01/22/2016 Project No, 14-168 I Sheet c9.0 F l0 Page 53 of 74 Page 54 of 74 . W.4. a,... iii" ' .,tea - li -.111111111111, � • 9��'' .11-,•- '.allyl • a T4'. .'1_884. :io.rs neem www El +1 4, : ■�,w� S —= �.r ,+��, .�.,o �,rrTT r sl �` 1g a B Ir L'� J a `I , p �.� — r' 41 Ies 3 m ....-�.. ..er..lw ...e «xrm \ �,� .ns.as •—.... e. oKrr - M. MIK 1 - •-+.••»+' �► �- PARALLEL MID -BLOCK CURB RAMP .-... -•, ,....� =,.. rlu: r ye. I Vellillw r . w+ r �. ;\, \ mama-•• — _�� -^ ..r ` PERPENDICULAR NEI -BLOCK CURB MNP \ I�jr { • � team seer.s•rad.m •"' t..ee:•w,<n-r. .... a. AV el say w... m..al x,..•. _ . • -`'-r...w.'« I �I RAMP IN LANDSCAPED AREA ' I . ,4• . , .. ..... •^+. SETBACK a S' W PAYED AREA My �. �� MN aea. 1 fataaar M r� RAMPS IN LANDSCAPED AREA - - -- w,r `' .... MPS IF/ PAYED AREA 9EiBAIML a S' . • . - .; . • . .SISI... . e :.....e :...e �.. Iwaw..,e. •SP0r.- Y•«-w.`� 17 144 SIT... --'-- -_-"" .�� A, .o -ew + Ree w. . wa•... e.r vx.A lAal 11-11 eve 9) " e„ •... -A' e.., Min A -A @u.... e...«,...•erre•. ..,.. z.7...,.. m. ,......:..«. w . r.°..r 1 SECTION � SECTION B -B •, �... w r SWIMS C-C...,,,,r,.,,,,,„.„.., •d ..x. ei ��i,. mm .r..a.��r.....e .,.. w- m°..',`... ..mow .. e-. ,,..r A. Iisv'f,77�r.��.... Mgr NY.R..LIni le ...«.,,,.. � .ro,r ! PERPENDICIDAR CORD RAMPS R see�L.--L�-�` M CUB ee"" r,.. _ f i� •f a •:� •�• �.r•• PERPENDICULAR CURB RAMPS . _ -BLOCK e 1 rye.Alu A rw.,,... ..--f se.•w.. FOR SIDEWALKS . ` FOR SIDEIYALKS -,�-J ;Et:111;i mama. ��, s... .' RAMPS FOR SIDEWALKS ySti Em!L48..4SKIMILIKTEA r f v ......•N: , ' SIN CURE MAR DETAIL A .a v " •••�• _ imomm .sir 3 mamma MM. -1T• lam, ,4.�L. d... Inman mown eNote: Side curb shall not landscape area down be utilized for this site. Contractor to grade to curb/walk elevations. °o WARM DETECTABLE oxrr.r m uN PAYMENT BANT.1 A `NCH PAVEMENT ACEMENT 1 I x 0 9i. LI wooR GR t II CUD OT Mx ASPHALT SURFACE LDoy at 2-01 on cent II�'/ 8�// 1P" MINIMUM 1/2.1 joints (typical) M an _SAW G ___-12" ENT z0 1'�il! CUT G tOPI r a. ,RN Saw cut to w�x Ir+tMFOR straight line JOINTat FOR DWALx REMOVALA a< ox A mune.) . YREPLACEMENT ±'�( .L�•ti4 6`m REPLACEMENT ■ MANSION G6J aaN ,i,•�d . I III T e .� � _rr_I11A .. ,f . o�%R»" OF F io Bil® PARRw v URB r R,LL oEP1x Curb k Gutter COURSE MIH C. x5c t/GmRS� of BMA SURFACES ONLY. DEPTH ^ `� 0 0 7 ^l 0620ENTAL) s NMA BASE. 00066 Of BASE COURSE R = aor a _ —� ........ �. t Pe e t ... MF,I snNGaBASMNN CHEYER �s r�nEArzR r e orPAVEMENT MPATCHING T m L '�'-'. k:::::::::::2111110 a;,11A CRUSHED TO BE MECHANICALLY COMPACTED 3 0 . +. ..• A PLANAR a,�,>a�" v+.. �"g�'I 4. COMPACTED CA -6 �J m 0L" FA - 4 M'n mum CONCgFTEAPAVEMENT ALTERNATE PAVEMENT �J 9 c.e.xe e c. -a .ASE R.O.W. be lee or sfaewok m q a onyx 0001 entn0 SECTION A -A • SECTION A A C m • ay.z couasE •COMBINATON Curb Dna u x �. ,ill ee ,mom COMMERCIAL DRIVEWAY APPROACH DETAIL COMBINATION CONCRETE COMBINATON CONCRETE CONCRETE AL. °- a/2 1St a Remf Bar an center •ALL ALLEY APPROACHES USE CONCRETE PAVEMENT SECTON - • ^ E 000 CURB AND GUTTER MOUNTABLE CURB AND GUTTER DEPRESSED CURB AND GUTTER TYPE B 2 mr y trench C _ -6.f (MODIFIED) TYPE M-3.12 (MODIFIED) E B-6.12 (MODIFIED) TYPE M-4.12 (0001FIE0) � 5` mirk Servire Line ,Fr n , • , L d CONCRETE PUBLIC SIDEWALK DETAIL m mo _ W E E 6.. c..= 1 I-1-10 Q ci= ='.. W a 'I "w . R �%�1�!�A u - `\ V•,s - (Depressed Curb Only) 0.C;;;2" .C; / l / V y' 22" 00070breb fAodace - (0 04'7C0e000OsaobCeudrb �r o� e ° -c -� o '° • 22'E Z RexerSed 6 ^I °.° u• e' a °'nff-- / -E W Q For Gutterm ° u rN fXpw airss aa ' QpwxlpP. Jos,fi A se—p °- ,r �/ Cass SI Concrete YamEs Z J Z d ° yam#A C'------,---„#.4 3500 PSI •••••(,,,,N441s ux • VaRB , IV1— LR neer 9--.s, R.• - Bars (5ee•N 1) ° ° �'�� #4 Rebars As Noted Below _A - w --_ -: �dva+isv vtl' Ln 2 Z ilsov._ � o ,..R a M .M6 Granular Materia �L Minimum _o;r \ �A J� 'C �SV V Q O. �J SW L e Z O W g W Ci I^ Aggregate Base (4. h.) Notes: Compacted Clay /\ Sub -grade "6' 0:21' 1 O 2' Hot MU Asphalt (HMA) Surface Course, Mu D, N50 O 2.0A-6 Coshed Aggregate Base Course V Ce Z a /•\� Use two #G rebars for 10 feet on either side t !I utility trenches. \ \�\\�\ � \\/ Compacted Clay Sub Base O2 2' Hot Mix Asphalt Binder Course, IL190 N50 SO Combination Concrete Curb and Gutter, Type B-6.12 2.. A 1' expansion joint shall be installed at all posts p curvature for 60'.radius (under 45') curves M expansion joint spacing is Notes: O 4" Bituminous Aggregate Mixture Base Course Expansion joints shall be constructed with 1" thick preformed expansion joint filler conforming to the curb 2. gutter cross section 1 Use two 44 rebars for 10 feet on either side of all utility trenches. and Shoff be provided with two. ,-„4 m, ',long coated smooth 2. A,- expansion joint shall be installed at all points of curvature for TYPICAL SECTION - PRIVATE INTERIOR STREET dowel bar. The dowel bar shall be fitted .nth a cap with a pinched ") rveMix short radius (under LS curves. Maximum e stop which provides a minimum of 1" expansion. (ossium joint spacing is 3. Maximum contraction (control) Joint spacing shall be IO'. 60'. Expansion joints shall be constructed with 1" thick preformed (NOT TO SCALE) 4. Flag thickness shall match proposed roadway, or 9" minimum. expansion joint filler conforming to the curb 2. gutter cross section 5 See plan set to determine where Standard Reverse, Depressed, or and shall be provided with two, 1-1/4"9, 15" long coated smooth Bowe( Depressed Adjacent to ADA Accessible Ramp Curbs are proposed bar. The dowel bar shall be fitted with a cap with a pinched stop which provides a minimum 011" expansion. 3. Maximum contractiona ( (control) joint spacing shall be 20' B-6.18 CONCRETE CURB & GUTTEREngineer: TYPE B — 6" BARRIER CURB Project Manager: Date: Project No. Sheet C9 �L/ ^ gJ J W H J DT PAC 01/22/2016 14-168 1 /C9 Page 54 of 74 635 ,n6 `�W' III L. flytik kf*jjEE,v 529 5 „41400,ABECZ Our fall Sewer nr tie�nen Merlin �e 74' Sharp Ealpe cn re rc�m zrence� Rainforrarnant Proody zoo, event ENLARGED DETAIL OF at vert r3., io n5. SHARP EDGE ORIFICE z isl Inside Oramerer CONSTRUCTION JOINT DETAIL pr„I ane t,=r,ar,"5.e 6.'e` 3..i „:rias,. wan Ram 535 45 62 0 CO OUTLET CONTROL STRUCTURE (OCS) RESTRICTOR PLATE BOLTED IN PLACE Underground Detention Vault Refer to Plans for Detailed Inflow Pipe Locations & Inverts Underground Vault Bottom = 628:15 aG<S{��lu�i\Y<JS�Yt��ti4�1'CY;"��ttX�K, Y(Y;�Y<`;',�Y<waYi\Y;YttY�\ Concrete Bottom. See StormTrap Plan on Sheets C9.5 & C9.6 for Additional Information /0 Proposed Grade Varies (637.00 to 639.40) BUILDING STOOP DETAIL RIM = RIM = 635.50 ,dewa 635.45 Stoop Elevation 8 Size Varies Refer to Plans Step Height Varies from 6" to 7' Step Height Shall Be Consistent for Each Individual Sloop Handrail Along Perimeter of Stoop B Steps. Refer to Architectural Plans for Details. //\\/\ Install Flat Slab Top \\//\\�\\�\\/ �\\ Steps At 16" 0..C, Typical. Neenah R -1980-I lar Approved Equal. 3" Min. Embedment) e a " Vault Inside Top 633.82 J e PIPE az Underground Detention .10795 Vault r • MWRD Detention water 330. water 4We 31 1$ Weer awn mat 643.4 @R' Solitary. 32623 0.9. Water • 62397 Inv. 628.15 �° 976)7` Concrete Bottom. See StormTrap Pions on Sheets C9.5 & C9.6 for Additional Information UNDERGROUND DETENTION & RESTRICTOR / OVERFLOW / OUTFALL DETAIL N.T.S. CB D1 Restrictor / Weir Structure L 633.82 (Overflow) 6" 0 Manhole Outflow Inv. 627.76 3.78" 0 Steel Plate Restrict. - Inv, 627.76 (See Restrictor Plate Detail) Inv. 627.78 Refer [o Plans for Walk Elevation Property Line Match Existing Grade at Property Line Max Slope 3:1 Catch Basin Rip -Rap Depressed Curb and Gutter Pavement \ %•p"�'y t' r RCP Pipe to Detention Vault RIP RAP CURB DEPRESSION DETAIL "09"4"09"4ELEVATION GROUND PIPE 61 PIPE az S M 9 O nelwe15 .10795 6340 17r S.M5.ry=62970 TM. Water =527,+4 111.096nihy water 330. water 4We 31 1$ Weer awn mat 643.4 @R' Solitary. 32623 0.9. Water • 62397 2 � 012' S13an • 511.14 TrSwee y • 62919 It 3112' Storm = 616.15 BIS" Sanitary . 63547 5353 77r S.S1.ry = 53072 14" VW*, = 526.06 18.0 Swami, wooer 41 be Neter Amin eva6Mb bleier men eabe dipped 61r 5.4 5ery•9340 R" RWe.r .627,x6 4 636.9 3412' Sew. = 63129 T15" 5.1YYry = 515.66 253 341.1. 9453 .• 532-73 5x6" Sa1i1ry • 529.81 e 65006,s, 1133 Sanitary=610.79 712 Water =572914 15.0 eenirmy.•ww13 a w[.7 rn.Yr Rushy. Ws, +Mall tob.dipped sanitary=631.56 Mr Water •6x764 e 950.9 041r S.M. = 57503 1IS sanitary • MSS 25.4 5)1x' Storm • 11x31 509" Unitaryry • 57067 7 530.2 in r'atam •53525 TR" 03.5 =tttde 21.7 '34x3 mem to be nater r0W.twet*. 6)1 r Storm = 672.1 6053 WWer • 623.64 I O566262air TI1r Stam • 611.76 am.e,I . 13243 TIS Sanitary • 630.74 131r sanitary = 63302 5 6301 T11r" Stam • 513.24 tapir Mown • 63120 Tir Senile, • 33364 673 Sanitary = 633.72 5.0 5.4 041r Sronn .63323 __.___ __ _. ear' sla. = 63216 TIr Wate. • 530.65 _ _. _ _ _ Bir Miter . 52698 152 Storm to be water main quality. Water min to be dipped.er 5.1 6N.9 T:r SAM11y• 53357 TIS Water • 039.% tee Sanitary sewer 3994 waur main4wliry. 7Wmr min teal dyped Evr Sanitary= 6326E Der Water = 53063 12 634.9 041r Can*. • 6324E T116" Camino • 522135 162 Warier Man in 133 Seel Caln9 Pipe to be r.quntl.m.au EaM01t4 CeaSSa.4 S.w.r. 941r can*, . 530.79 9416" c.i1n5 - 637.51 5.3 6356 Ter 03at.1 • 53363 9112' Seam3 53204 13.1 Sar Water • 633.13 0)53 Steen • 58020 14 tett ray" 5.41.7. 613.37 TOW 533.3 • 68126 82 6r Sanitary = 63265 6343" 5m.. .83a.68 13 suet Trr Sanitary= 91331 7)9" Wa9.r • 331.69 162 Sa3iWy...• r to 64 water rneln 463y. WOtar wain bh. dpped 6R" Sanitary=617.19 sr Wb3r •63,15 10 6361 Tot r therm =39541 116" Water •61629 1r1.0men 913rm sever to De merrryln quatrty.Wa1r to he dipped. &,r' Stare =65239 BIS" Water =635.17 17 0367 17S Sanitary • 65166 TIS" WWr • 626.36 13.0SaNtary...w.r lo be water nen eva9t7.. Mater mein 10 ha dipped 5Ir 54694ry • 53524 Say" Wear • 62521 5.8 0169 T)12" Stam = 61374 TIS Wailer • 633.36 24.7 9brmw3lrt. b•waYra6h winery. 5112"93)x3 •937.41 896" Weer .631,85 5.5 613.261133 171r" 53or3 • 13356 99e n a 11231 5.R' 17r Sanitary • 63332 Sanitary • 620.10 12.3 30 0363 0)24"Mann =629.75. 9134" sibmn • 62173 Ter Weer =62633 502 Warn. • 62 5.00 102 Storm wtt=le ran"ale, Water r rain be dipped. 21 5363 TIS Sanitary • 631.21 Bir Sanitary • 03549 3424" Std. - 630.11 13124" statin 1 537.61 �-53. 5347 041r'512153 •12&35 1361r Siwe • 52153 TN' Water •52900_ WV 111055113 . 521.415 152 Stam*Awn to be water nen 401146369m eslnte be doped. x3 634.7 Tlf r' Santa.". 61662 361r Sanitary • 62634 Thr •• 5x013 7.7 1341r Stem • 537.53 21 6339 T112" Storm • 534 11 TIS" S4Mtery • 631.70 x3.6 13412' Mown • 63321 5e' SeniterY • 53910 26 64.7 9)1r' Storm • 534.55 Ter Sanitary ry = 631. 21 A 5)1r 5lon • 331.21 SIr Oenilry • 510.71 25 635.7 ter Storm =610.95 176. Water 029.56 188 Stdmsomo, to be rlorrta3 3Natny. 653' Storm • 531.11 Err Water • 678.53 Reused per City Review Comments and Z W < H J Z_� o Z CL w Z �z O W3 I11 O Z a X W- J W 1- I/) Project Manager: 4 D T Engineer: P A C Date: 01/22/2016 Project No. 14-168 - Sheet c9e2/C9 1 Hie n'ome��1��4P0e-e. eI Ice cTo-zp-n ,ltd.y Page 55 of 74 mm"H°°m • URBAN LIM COSINE, MULTILANE, IW 01 2W WIN NONERAVERSABLE MEDIAN sermem mewl 1._11/11111111111 ®nwew. sons. r....... . . ,. �--.. 1.L. -1r4.1/:7.;.=. :21rIM . 1 1 1 � .im .` _, -..... eL b -›4b0 - - 07..................... w «�«.. w r.-..................... 31. r4 _ I., 00 --- ... 10. ,„.1.1.1 00.• •.. =- 10ope 00. m ,..« 177.0:"X2.: .7=0..0. .-. URBAN NOLINDAMMILINEM M2 m "•••._.•.•••^•.• 1111 I.J, � MLY9M9 1 11M1 nnwrwr N'RNI.1NLl LANE CLOSURE. MUNI1LAME 15111 DR ZW WITH •••n' •np• _••• �1 OR A IGC Oldi! 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F NRNNRAVERSABLE MEDIAN �'-'s 1 wrwaxa wxn.w 1111 «...,�, -. -.. f ' ”' ,• 1 111. mweG es sawn ww mm"H°°m • URBAN LIM COSINE, MULTILANE, IW 01 2W WIN NONERAVERSABLE MEDIAN sermem mewl G•, 1. r.1 \_....feral^ . 1 o = 417 nee Ma 11441 I., R11'3 S1 I ..P-- G.7pex=All mem.. ,'''" v, s ...=:.:"..= I. „.,,„:,,I.,.=,...—...--. n ,�, MLY9M9 1 11M1 nnwrwr TYPICAL PAVEMENT limm iii niwr,.�Y 1,. MARMNOS„ 1 1111 «...,�, -. -.. f ' ”' ,• 1 111. mweG es sawn ww 411 111,11.11.11,NOM,... w1.1111M MIICe1r l9 1'n_IQBBR OA 12741121 90111111 cue me I 11111.111 71 7117.1111vn1m CONCRETE CUB TYPE e AND COMBINATION • CONCRETE CURS AND CUTTER _..wc..v.... ____"' mom, e1N1a1 G•, 1. r.1 \_....feral^ . 1 o = 417 nee Ma 11441 I., R11'3 mE«» ii Fra-2- niarT vJtAE 1111°^`:,...,''„ aeawW.I. ' TYPICAL PAVEMENT MARMNOS„ 1 1111 «...,�, -. -.. f tannuanamunizanzanamw INA full III�I I.III::IIII tll,ll 1131:.1 DA 40 41 NY Ilan M9 MON 9111 wA11 TYPICAL PAVEMENT MARICINOS 11118116 iMNFr 11 11 'Cr owdo VNIY Fromieroma DM/151._N 11441,51.1,1 TYPAL- PAVEMENT MAR/3NOS RHINO 1111NA1 1 m: his •nee ;,lbs-C1.o-2.o-r,1E.d, Projed Manager: 1D T Engineer: P A C Date: 01/22/2016 Project No. 14-168 f sheet C9.3/C9 1 0 Page 56 of 74 PAVEMENT FG (PFG) 16 GARAGE= (-) TOP OF FOUNDATION PAVEMENT GRADE TIF = 0'-0" GARAGE SLAB LIP = (-) 0'-Bsa" HIGH GARAGE FLOOR SLAB = (-) LOW GARAGE FLOOR SLAB = (-) 0'-8" GARAGE SLAB BOTTOM OF STOOP = (3) 3'-11' TOP OF STOOP = (+) 4'-0" TIF (r6 STOOP = (+) 3'-8" STOOP FINISHED GRADE AT FRONT OF BUILDING = (-) 0'-3" (TYPICAL, SEE GRADING PLAN) HOUSE SLAB = 0'-0" T/F = 0'-0" LOWER FLOOR / HOUSE SLAB STEPS TO BE EQUAL HEIGHT PER UNIT, RISER HEIGHTS BETWEEN 6" & 764" SITE GRADE VARIES SEE GRADING PLAN GRA BUILDING PAD MASS PAVEMENT THICKNESS& SUBGRADE DE=( -)1'-8" VARIES. SEE PAVING & GRADING PLANS TOP OF FOUNDATION PAVEMENT THIO ESS&SUBGRADE / VARIES. SEE PAVING GRADING PLANSJ 11 r,[11 11 iI TFT,TlI�(1'"111`—'Illsl f"Rl`11 MINIMUM GARAGE SLAB & STONE THICKNESS = 10" = TIF (-) 1'-6" MINIMUM GARAGE SLAB & STONE THICKNESS = 10' =TIF 01'-4' BUILDING PAD MASS GRADE= (-) MINIMUM HOUSE SLAB &STONE THICKNESS 8' = TIF (-) 0'E" BUILDING PAD MASS GRADE _ (-)1'-0' BOTTOM OF THICKENED SLAB = (-)1'-10" (OVERBUILD BUILDING PAD) PAVEMENT FG (PFG) ® GARAGE= (-) PAVEMENT GRAD flT P'I f1�TIF-)fF'1i��1GI fl BUILDING PAD MAS GRADE=. (-) 6'-0" MASS GRADING DETAIL — FULL THREE STORY (BUILDINGS I, 2, 4, 5, 7, 8, 9, 11, 12) (NOT TO SCALE) Slab Sachet-) Lep end Hem Garage Slab House Slab Sloop .w✓.. I I 4.0 AAAA fw 5.0 b i .r.a..aw 4 e_ ,_ Mn Total ThekneSO (IG) 50.0 B.0 9.5 — — 36�E E11NE ON 1.1.11.1•8 CIrPEEIE ` 0811. o, n XX 1.1M. - 1.31 AAAA. iki wt NAM r ymmrig raBOik 1�Pr Ilii MAX WIDTH — — -S-T:OP .. —I— t.0. KK,1 I� 1 1 1 1 1 .._.....1...., LM1 Y ZZELSIBLIESS LBISS Er i1PE s11EN X MILES 1--w' A P �:a _,., - AHEAD =WEITtae I&r1 jItAFLESILIM ...,__ _. eA.rt. ., _;... ,. 81•111 ONIIIMMIN PPI .� -. �-...- ..-,-•.-. TIMM AMC/ . EP NIAFRC COMM. -L 1 Nr E 1 EEE1�L M °�0 ..., . a _J) LEi _ ..rw..-... .. w w.w.n. IMMO MOM* PAVEMENT FG (PFG) 16 GARAGE= (-) TOP OF FOUNDATION PAVEMENT GRADE TIF = 0'-0" GARAGE SLAB LIP = (-) 0'-Bsa" HIGH GARAGE FLOOR SLAB = (-) LOW GARAGE FLOOR SLAB = (-) 0'-8" GARAGE SLAB BOTTOM OF STOOP = (3) 3'-11' TOP OF STOOP = (+) 4'-0" TIF (r6 STOOP = (+) 3'-8" STOOP FINISHED GRADE AT FRONT OF BUILDING = (-) 0'-3" (TYPICAL, SEE GRADING PLAN) HOUSE SLAB = 0'-0" T/F = 0'-0" LOWER FLOOR / HOUSE SLAB STEPS TO BE EQUAL HEIGHT PER UNIT, RISER HEIGHTS BETWEEN 6" & 764" SITE GRADE VARIES SEE GRADING PLAN GRA BUILDING PAD MASS PAVEMENT THICKNESS& SUBGRADE DE=( -)1'-8" VARIES. SEE PAVING & GRADING PLANS TOP OF FOUNDATION PAVEMENT THIO ESS&SUBGRADE / VARIES. SEE PAVING GRADING PLANSJ 11 r,[11 11 iI TFT,TlI�(1'"111`—'Illsl f"Rl`11 MINIMUM GARAGE SLAB & STONE THICKNESS = 10" = TIF (-) 1'-6" MINIMUM GARAGE SLAB & STONE THICKNESS = 10' =TIF 01'-4' BUILDING PAD MASS GRADE= (-) MINIMUM HOUSE SLAB &STONE THICKNESS 8' = TIF (-) 0'E" BUILDING PAD MASS GRADE _ (-)1'-0' BOTTOM OF THICKENED SLAB = (-)1'-10" (OVERBUILD BUILDING PAD) PAVEMENT FG (PFG) ® GARAGE= (-) PAVEMENT GRAD flT P'I f1�TIF-)fF'1i��1GI fl BUILDING PAD MAS GRADE=. (-) 6'-0" MASS GRADING DETAIL — FULL THREE STORY (BUILDINGS I, 2, 4, 5, 7, 8, 9, 11, 12) (NOT TO SCALE) Slab Sachet-) Lep end Hem Garage Slab House Slab Sloop j anw.. I 4.0 Tom. .Mm Aggregate Base Thickness {in) 5.0 b i 4.0 Mn Total ThekneSO (IG) 50.0 B.0 9.5 l'4''' i71 AAAA.. • 1.1M. - 1.31 iki wt NAM r ymmrig raBOik 1�Pr Ilii KK,1 I� 1 1 1 1 1 LM1 Y ZZELSIBLIESS LBISS Er i1PE s11EN ji =WEITtae I&r1 _. eA.rt. ., _;... .� -. �-...- ..-,-•.-. TIMM AMC/ . EP TRAFFIC CONTROL ..;:th�ilyC` 1 Me new... a.11.. A al mow _J) LEi _ ..rw..-... .. w w.w.n. IMMO MOM* PAVEMENT FG (PFG) 16 GARAGE= (-) TOP OF FOUNDATION PAVEMENT GRADE TIF = 0'-0" GARAGE SLAB LIP = (-) 0'-Bsa" HIGH GARAGE FLOOR SLAB = (-) LOW GARAGE FLOOR SLAB = (-) 0'-8" GARAGE SLAB BOTTOM OF STOOP = (3) 3'-11' TOP OF STOOP = (+) 4'-0" TIF (r6 STOOP = (+) 3'-8" STOOP FINISHED GRADE AT FRONT OF BUILDING = (-) 0'-3" (TYPICAL, SEE GRADING PLAN) HOUSE SLAB = 0'-0" T/F = 0'-0" LOWER FLOOR / HOUSE SLAB STEPS TO BE EQUAL HEIGHT PER UNIT, RISER HEIGHTS BETWEEN 6" & 764" SITE GRADE VARIES SEE GRADING PLAN GRA BUILDING PAD MASS PAVEMENT THICKNESS& SUBGRADE DE=( -)1'-8" VARIES. SEE PAVING & GRADING PLANS TOP OF FOUNDATION PAVEMENT THIO ESS&SUBGRADE / VARIES. SEE PAVING GRADING PLANSJ 11 r,[11 11 iI TFT,TlI�(1'"111`—'Illsl f"Rl`11 MINIMUM GARAGE SLAB & STONE THICKNESS = 10" = TIF (-) 1'-6" MINIMUM GARAGE SLAB & STONE THICKNESS = 10' =TIF 01'-4' BUILDING PAD MASS GRADE= (-) MINIMUM HOUSE SLAB &STONE THICKNESS 8' = TIF (-) 0'E" BUILDING PAD MASS GRADE _ (-)1'-0' BOTTOM OF THICKENED SLAB = (-)1'-10" (OVERBUILD BUILDING PAD) PAVEMENT FG (PFG) ® GARAGE= (-) PAVEMENT GRAD flT P'I f1�TIF-)fF'1i��1GI fl BUILDING PAD MAS GRADE=. (-) 6'-0" MASS GRADING DETAIL — FULL THREE STORY (BUILDINGS I, 2, 4, 5, 7, 8, 9, 11, 12) (NOT TO SCALE) Slab Sachet-) Lep end Hem Garage Slab House Slab Sloop Mr) Cor'orete Thole -less (o( 5 0 4.0 5.5 .Mm Aggregate Base Thickness {in) 5.0 4.0 4.0 Mn Total ThekneSO (IG) 50.0 B.0 9.5 041e: See Architectural Pans foe further int °unli i e LOW T/F = / HIGH GARAGE FLOOR SLAB = GARAGE SLAB LIP=( -)4'-0w" (-)4'-2' LOW GARAGE FLOOR SLAB = (-) 4'-0" GARAGE SLAB 11-1=71-711,7(1-=1-11,17- MINIMUM 1r TT1-7mIn1r 11-1rr MINIMUM GARAGE SLAB & STONE \`MINIMUM GARAGE SLAB & STONE THICKNESS =10"= T/F (-)5'-2" THICKNESS = 10'=T/F (-)5'-0' BUILDING PAG MASS GRADE _ (-) 5'-0" STAIRS VARY. SEE GRADING PLAN • ,-BUILDING PAD MASS GRADE =(-)1'-0" BOTTOM OF STOOP = (+) 0'-3' TOP OF STOOP = (+) 0'A" (OVERBUILD BUILDING PAD) STEPS TO BE EQUAL HEIGHT PER UNIT, RISER HEIGHTS BETWEEN 6" & 704". NUMBER OF STEPS VARIES. SEE GRADING AND ARCH. PLANS. HIGH T/F = 0'-0" STOOP FINISHED GRADE AT FRONT OF BUILDING = (-) 0,8" HOUSE SLAB = (-) 3'-8" LOWER FLOOR / HOUSE SLAB IIl� MINIMUM HOUSE SLAB & STONE THICKNESS 8' - TIF () 4-4' BUILDING PAD MASS GRADE = ()4-8" BOTTOM OF THICKENED SLAB = (-) 5'-6" (OVERBUILD BUILDING PAD) GR E1!SSTTINGeBBACK oivE riK� rTrPA56 - 15N. - r0N. IN. MIN 41. TRICK BITAR/IOUS COATED STEEL [ASIN& PIPE. 83GERED 6 JACKED D15TALL ALL TA !KISS STEEL CASINS SPACERS 48, [A5CALE CR APPROVED ZONAL� CENTERS. 1341 511E RECOA.ENCED Br 1341VA,FAC TWER MGICA 4A KATAP &a.NEW [1103. ENDS AS APPRO./ID Er/ VILLAGE E1.11.EERING. PRIM le BAC. ILL NOTES: SAME TAG, SE PER. STORY OR .ATEA .IM /CARRIER PIPE! CASING PIPE IS REWIRED INNER ALL ENES111. CR AS OTYERB. ISE DI REC TED BY WILL AGE ENG.NEE RING WHERE MEN CRIS ARE NOT 1014(170 1 FOR OA1ER SERVICE L IKE5 .R TO 2' 10 . 2 .A150 r41K 4151)0 SPACEES SaaLL BE BterPeI3ED 1N 0051TIDN- 5. 1NE 18511E 014E5E0 Or Tis 515)05 PIPE Sa4L BE DETEParl E5 Or 504188Cr0R 8U1 !R NO [ISE SMALL 11 BE LE55 1x LARGE. 'MAN NE 0 ME 1ER OF 1HE CARRIER P I PE TO l&L Dit AMPLE SPACE 4. ALA AUGER 5115 10 BC L0.0510]L550 0115 Moir CA11 ICRV58501 &4C1RDAIE IMIERIAL- CASING PIPE DETAIL MASS GRADING DETAIL — FORCED GRADE (BUILDINGS 3, 6, 10) (NOT TO SCALE) s" Banter Curb wr Reber (See Detail) 12 LF of Curb (Typ.) 4.25' F -F (TYP.) Install AC Unit Behind Back of Curb 1 r 11' Min. Between Water & San Services Air Conditioner Unit. 32" x 32" Max Bituminous Pavement lean Out CLEAN OUT AND AIR CONDITIONER LOCATION DETAIL 17' (TYP. ) SITE GRADE VARIES. SEE GRADING PLAN `Z' BUILDING PAD MASS GRADE =(-)4'-6" BOTTOM OF CONCRETE = 04,10" I-. 10'-0" H (OVERBUILD BUILDING PAD) r ////// ///uBdingFo6de0on// (TYP,) 6" Barrier Curb w/ Rebar (See Detail) Bituminous Pavement 4.25' F -F (IP -) Install AC Unit Behind Back of Curb Air Conditioner Unit 32.x 32" Max 12 LF of Curb (Typ.) 1' B—BOX AND AIR CONDITIONER LOCATION DETAIL Project Manager: Manager: J D T Engineer: P A C Dote: 01/22/2016 Project No. 14-168 f Sheet C9°4/C9 0 Page 57 of 74 spzernwp: P.3•62 Gaa.eete M04eSI 20,302.4., 2222,127277221 OyPlu LEXINGTON POINTE DES PLAINES. IL DESIGN ASSUMPTIONS ,w.xp T t 224.21.74NM MM. ramrrewnr l0n[sIO SHEET INDEX C'Ar f'1 -',.'P PT --4 FFV SI li E 71.131.1311. 12•N1 2 5 72 4121.17.22 111.2 e e2 -272441.21714V 4.124 "WeeSNurrur xrAN2wa•swsP.>rr:,o W.r,mP MOS a'T. 111251.22P EMI ew w 1,424444.43.52 02FIt4 M JOTMlS Mr pa Ma 20 ocatarNEE 144.000.1 JOB SITE INFORM ATI ON rt aION 144ar; SEE PErA4T Tor OF 7pU72ti00 MUM PLACED IN y® cfM1m0F®ewe sew THTC NOS DE7 .0 502711TMA RAP0ATc1N COMMIE StRE2SIM a702x5555w ENttN,EOMR r la. SLIM Y PM ALLOM7ESOILP7I2E CREAM CMOAMO. TO 3CO3 FOR 1 SQL Ct)lC1IC7S 18 EC 4fp0E0 CAI 0202004000 ▪ 1,016V51151.41 ..100...001,15,05 A0GR1DE 1ST:E 0Or 501371.11 2 550 .1415 515 2121 1.7 Duca M0. a 2MIDeFo,04VOW 1 K2RONw.Tl vaerC10o0022'*G 5E505E 6L1SWWLFALE QF UHiS 7 DAEMON 10 OE M0R9�E0 W 11t2(10051 OTHERS ET1Nf£N EnU1LeR g • 555 =ME, FOR IN51•71.5110N 811.151.717516 10 1PEWM .175 MOM 05N 5515.70 2.a'RMl 70451 CN]NCRETE FOUNDATION PLAN WAIMUSMIlla COM SIM INICIMISS 1000 MOTH PECTrors1 Tor OF 7pU72ti00 MUM PLACED IN y® cfM1m0F®ewe sew THTC NOS DE7 .0 502711TMA RAP0ATc1N COMMIE StRE2SIM a702x5555w ENttN,EOMR r la. SLIM Y PM ALLOM7ESOILP7I2E CREAM CMOAMO. TO 3CO3 FOR 1 SQL Ct)lC1IC7S 18 EC 4fp0E0 CAI 0202004000 ▪ 1,016V51151.41 ..100...001,15,05 A0GR1DE 1ST:E 0Or 501371.11 2 550 .1415 515 2121 1.7 Duca M0. a 2MIDeFo,04VOW 1 K2RONw.Tl vaerC10o0022'*G 5E505E 6L1SWWLFALE QF UHiS 7 DAEMON 10 OE M0R9�E0 W 11t2(10051 OTHERS ET1Nf£N EnU1LeR g • 555 =ME, FOR IN51•71.5110N 811.151.717516 10 1PEWM .175 MOM 05N 5515.70 2.a'RMl 70451 CN]NCRETE FOUNDATION PLAN WAIMUSMIlla COM SIM INICIMISS Or 11 MOTH PECTrors1 2-1'47 r rani. .4$707. 400745 11.1. 100. .7.7 -10 2*7o45 - .0810 *1`{I-/4 r *070. .4a1700 *70.00 MINN .0511052 *7045 .651127, >2-7-04 r Maar nla Ira *3 45 01;002 0 00 TT 770 45 . 5 1.94-12 W l-0 0p1 O002 .0$110'0, glicaxgRaak xafl M353OAIOW .0*0 1.10095. <NW HAEDAR VIDIIICCHOM LL0 9•A504 II HO N0:02UNIK/70. IS 00178 PHONE e915100d610 FAIL (1e9•1A- 0103.77,-1 LE 817000N FORCE DES PLAINES. IL 1.011154713517170511.15 15 -JAN -2010 PRELIMINARY RCa 040E Ileac a*W LL4 ...ware. MOO CO SHEET 1171.5 CONCRETE FOUNDATION DETAIL 0 .3210170207 3.1 TYPE 1 TYPE III TYPE Il TYPE IV TYPE II PANEL TYPE IV PANEL 5TORNM T,' *W 15 -JAN -2016 PRELIMINARY 05,7 SINCALETRAP UNIT TYPES 4.0 Ha oem.:�elLddd6�llerele"JIe:..;Bocce-e,.o-zo-I�nra.* Vf z W H 1 Z 1- d. O W Z ww Z X W J W 1- N Projed Manager: 1D T Engineer: PAC Dale: 01/22/2016 Project No. 14-168 f Sheet c9.6/C9 1 0 Page 59 of 74 B.I'leaaaVaanmeogehleasewe Page 60 of 74 /. / = 1 State Row une , �i �� ■ NORTH ' _ ❑He State ROW Line Scale:1"= 20' I I I I \\\\\\ C .0 I l N\\\ State ROW Line State ROW Line I P- gli --...11:::: E .....1......_ - 14- di 4121114-1 ______,_ , 1,1114. , ---_.1111= 1,,41111----0,4!.11.---- tPIII1!T! 4Ma �� 11111, 1........„'" 0 c S 9! ! �� - ernl\ _ N 1 • O _ -I Gj\IIS a = I�� m ! ill •m� l� G Z' \�!{ __ // rah Iftlymilimoi iii �\1j!; Iskjil __ \i` Illi 441111111111.1 NM C e MI _ I i Ilft gas -.mill T a E it itii, ��5 ii — 111111'I _ - - `1.�. c i � �@ Lo, 2 UNRESTRICTED ARE i' li 1i 1-1-1 o -�� AREA i TOTAL 711.00 Au _K- 1 1.1 �iCI 'ii L�7 • III PERVIOUS AR . LIO a th_.L0- i hift. sic �, _11111111 __-AA lam 1 tileaft,"11.1111......_ 0141 Mk* ' © • 11 6, A‘t111 1- O its small i. "'iirieL``.,.ara size, �i• 11�� "a � _ - y ;�i�a 1_ml, ;ea. �i ; �l _ i�l ��i! al @_ _ _ y h�'il �!�i;� �' 1-1--1 tl'11111 • Fa a,: � \`\ - ` -o \ — I y v d Pi `S = +N O � _ � - I-- I _ -� I a sj0 i41 MI = Ili II it t it � �_ 6 0 Z a. ■ter ,■ k. NOTE Q = O W g •7_ •1) For detailed stormwater information conceming this site, please X "' " —� RESTRICTOR STRUCTURE OVERFLOW WEIR p�633.82 �HWL ``w — see Engineering Report & Calculations prepared by Haeger Engineering dated O6/26/2016. 2)For detailed info mation concerning the underground detention vault, please see Underground Detention & Restrictor / Overflow / Q W Ce G 0 0 o Z d C W L - - �• Outran Detail on Sheet C9.2 and StormTmp Drawings on Sheets C INVE T OF EST- ICTO a� 6 7.76 C9.5&C9.6. J I- tlib----—------ •t N 411 L=�` MGM 1 LEGEND I Onsite Area Tributary to Detention Vault Unrestricted Area Project Manager: 1 D T Engineer: PAC Dote: 01/22/2016 Project No. 14-168 Y - Sheet EX1 /Ek2 B.I'leaaaVaanmeogehleasewe Page 60 of 74 NI,N m.�hi14 it nSav.d.,6 Page 61 of 74 A / IM 1 State Row one �_ A Ai _ ■ , ---1 �_. NORTH E14 State ROW Line • Scale:1"= 20' mNN 56358.5] �Inv Rim638.31i I I I I \\ a� v 6355.26 10" RCP SW) INW) N \\ Flooded Mee Dreln a1-7 Strucure FI Ex ,,BelowWater In Structure Gr 63740 CB Gr 637.85 Or 838.60 Inv 635.33 IB" RCP NE) Inv 635.6518" RCP NEI Inv 63527- Must Seas to De Flush Neetled wl Pavement AdJuat so-: Keep.. Gutter Ex �B Mea Dram 14 .. r Gr 637.31 VIA w1 r 637.83 m Ex Stmtl Stare ROW Line Rim 630.56 Gr 630.43 Inv 635.9 1 RCP SWI IRim .638.00 E1<W Inv 6351110 RCP NI Acij Inv 63S5516'RCP NEI Stare ROW Line Area Oraln 1-13 151 Bt -10 Dram to ...... Not Visible Area �6 20Drain Bt d t-3 B. Neededost tto be Flush wl PeremeM 41 Area B3 86-� ...talo a isor.an 10 1 ..n 12 I Below 6.36 .836.60 .630.46 w Wal tt aero rurl .634.84 � 7.80 .637.60 n 634.6I IB RCP 51 .6DMin 837.66 .638.20 .83840 .638.70 Gr 638.86 .630.136 .638.70 Inv 83660 Inv 63837 Inv Inv W6.65a Inv fis Inv 6a6.08 Int eaC 36 Int WJ.79 . 33 AINWI Not Visible Inv eJ9A9 Inv 63370 Inv e33.99 ..•••••,I,.. w w t 13/Wr Int 6J631 Int 6ae i2 Inv m Inv e3523 Inv 6]563 38 � E E [ E E [ [ MM E [ �a =, �� ` 6�fl tri E. d ce------®' Gr697A5 c`fin.m Structu i Volume Contr Above B Vol Aato be El -voted Control AEI \ 63 nv6N�Is 3.0 IRB Int s3a.0 �aea7.0 "-"'- the •ttom of the Allow for P• ding and lnffltr Into the $oil me tion of $tormwter = to \ Ni Q N 1 , 1 O Cte Maintenance n Outs Provide nd Observe Wa • to Aid in er Levels 7 O VOLUME CONTROL A 194 CF EA #B1-1 Storage ( ..621."1 Inv 833.04 (SW) InvInv 831.16 (NW) VOLUME 9 F S CONTROL A' or ge EA #B1 12 \ l hI IN --- 4^ml 4^ml ISI �� © ^9 ^9 nI 1 I^I hI Intl II m �� m 3 I��I I -� 4 -- �1:663i°ii5 n P •• .836.00 1 VOLUME CONTROL �� LAREA#C1 --� \Gr Ess 638.50 u Inv 635.00 I j wwees"3DSCFStorage Int 63a.e5 RIm \ �� ax o 12 m ponInv 6.50ding `,�)VOLUME CONTROL nai6J9e AREA J V, ca..__......._ _ --- m d ul ILI -- ® Eft II - 5G fel -- --- '_ m m �� 63435 /_� I / - _-- __ -u R a __ -�52-CEStorag O m �.I '� Y� i� �I I in Int 63566 E S E 3. StTO TORMTRAP cflr...,• 3iTi1 �• 5 RmG6.1 �• ULT O'' - �(/.�+ Inv a \ E i -� m S. '- VOLUM CONTROL 1,044C REA #C2 Storage Rim 636 me35.99 4' Depresse curoA g_ op D .V• me _� of Vault - 633.62 Provided =0.758 Ac -Ft ••-•-••••••_ a t II u '.I for Volu a CmStrol ( .) Ga Required = 0.750 Ac 6,1116 m 2 O 4"Perto teJPVC �. et olume -Ft Int nµ1 ` \1 11 O \�". e e m 6' ce.._._._.... Gr , Underd 3// 2 (TyR) 2."RwrV6 Rim 639.16 63 a nv 631.13 (SE) 1 I II d ca.._._... .... ce.._._........ w. _._......... C .• Inv fiasnµ'2 mv632n \ 11- m Inv 63191(SW Inv 631.66 (SW) -43 1 1 \ Inv BSJ 63 Int 63J69I-WI In eeJ.tt 1 InvB EASE 30' 3 2e \ �\ 24'Rism V2 • 1111h• R'm 65775 _ 'All 3 8 I II \ ry \. �E .637.60 ca loo•Ree.l / 1�II�� IWj•••• Inv 634.37 6• .637 o o • r 1� Inv _ v �_ _ _ _ `3.67 �E �_ 63 ■I oll 1, .__ I _.._ _ _MI ❑ II l 41 Ca JJ 637 n 833.75.638.00Inv . In.538.70 v 633.67 '� I• wail -' -- - - i� '�� i;�� C C C 0 °� j/�// .i�� larli.r I 635.00 / 11 ..- / / NE Gr 633.8 IJ` .638 .6 .e.66 C ..616.40/ Inv ix Inv 63E36 Im6529, 1m.32.7, -• a '� Inv 6°2:: n " ' VOLUME CONTROL SUMMARY 0 //// / \j '- MI h� 1 LI I I 3 O MN....__ " Imp ' I 0 Ga Gr 1336.65 o. III 10 Existing Proposed Impervious = 2.97 Impervious = Ac. 2.24 Ac.I= m , 6 " E \\ 1 , 3 ` s ,,P, Inv 63385 \ I Impervious Reduction = 24.6% .Q iii I� L 131�I� �,� �I ®i ntl ml IAA_�� ` \ �; IDI 1 � Required Volume Control = 2.24 Ac. x 0.083 J I Gr0063 //63^ =8,116 CF y o \ m633 1 - <, •_ 36 I I Volume Control Credit = 24.6% 15% Imp. Reduction Q a1 I \ 1 .j7 NG �'"5.76 -1Z3% T±r� 63] nv6,ro ■® = 9,983 CF E O - a 31 I l +� c, _ �I� mI �I rm __ a � I2 1 1 r Volume Control Provided = 2,260 CF _ .- `w116.60 I 6 Total Volume Control = 12,243 CF 0 Or u O / II \ \ I 11 Ij \ O II. O 1 - _--- _ .633.86 Ge int \ `rsmeae.<s ...... __._ I -.....-. O N \ Ore. orals D1A0 Aran Oren 01-1D \ JI i B•• SO I Inv 630.36 (SW) Inv 629.5> IHEI 11 .3313-33Inv D1d Area Drain 01.3 Gr634.50 Are62B 1 3 ea38es r Int 630.91 Drain 01.7 Area DWI .650' 1' \ Int 63050th Inv 62]761NW SEI v. .65 �In 63876n 1.633.85 ____ eJO nn m� W Q allilI \ \I35� /,l LLI m \ Area Dreln D.. I� 13 ..= Dr in A 1�.6a Dn t maim��1.�t8536 1 S `D Or 96.5 it'm530.9/ G 634 -_' �:� -= 3 ImWtRt 2 SFJ O L .411111111111111111 nv 636-CrrrW1S1 I.634.25 3 -33" a III OMUL 1 a01] I tl Ill �� ■ MIrlIliiiiiii-dizirm. ��` ■ ■ > o ow g �'6- • C6%.03 ■ RM 635.E Outlet Control Structure 33..60 Ce Z O O (e) Z �/ Inv SEI 63135 10" RCP NW) Invert=827.63 6Ex sz 110'. RCP NW) CP Inv 629.05 110" RCP SEI �� iL W- S FRCE� e J W .44 in Ex Gr 3a 64 Ex Stm MH We Project Manager: J D T Engineer: PAC InvcP e]11a-R wl 630.00 Ito" RCP SWI �\ 62] 70 110' 626.12 110- RCP NE 5 W 1 Eu CB RCP EI Gr 633.49 Date: 01/22/2016 Project No. 14-168 Inv 6295]4 110' RCP Nwl Ex B N ISWINet ladle Sl1B8t EX2/ EX2 NI,N m.�hi14 it nSav.d.,6 Page 61 of 74 CITY OF DES PLAINES 1420 Miner Street Des Plaines, IL 60016 Tel: 847-391-5300 OWNER / DEVELOPER: Lexington Homes 1731 Marcey Street Suite 200 Chicago, IL 60614 Tel: 773-360-0300 PREPARED BY: Haeger Engineering LLC Illinois Prof. Design Firm 8184-003152 1304 N. Plum Grove Road Schaumburg, IL 60173 Tel: 847-394-6600 Fax: 847-394-6608 www. haegerengineering. com LAND PLANNER JEN Land LLC P.O. Box 4397 Oak Park, IL 60304 Tel: 708-848-4350 ARCHITECT BSB Design 1540 E. Dundee Road, Suite 310 Palatine, IL 60074 Tel: 847-705-2200 LANDSCAPE ARCHITECT Krogstad Land Design Limited 519 Pembrook Court. N. Crystal Lake, IL 60014 Tel: 815-529-1511 TRAFFIC CONSULTANT KLOA, Inc. 9575 W. Higgins Road Rosement, IL 60018 Tel: 847-518-9990 Site Benchmark CP 6204 (See Survey) Description: Cross Notch Elevation: 640.68 NAVD 88 (Geoid 12A) 4); Know what's below. Call before you dig. Note Call 811 at least 48 hours, excluding weekends and holidays, before you dig. LEXINGTON POINTE STORM WATER POLLUTION PREVENTION PLAN SECTION 20 TOWNSHIP 41 NORTH RANGE 12 EAST 783 — 841 LEE STREET, DES PLAINES, ILLINOIS COOK COUNTY tN SITE LOCATION 1 99 0 cm3 ALGONQUIN ROAD LOCATION MAP INDEX TO STORM WATER POLLUTION PREVENTION PLAN SHEETS NO. DESCRIPTION EC1 EC2 EC3 EC4 SWPPP TITLE SHEET SWPPP GENERAL NOTES AND SPECIFICATIONS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SWPPP TYPICAL DETAILS W J H - W - w -2 j Vf Project Manager: JOT Engineer: PAC Dote: 01/22/2016 Project No. 14-168 Sheet EC1 EC4 O PP.d.9 Page 62 of 74 Stormwater Pollution Prevention Plan This plan has been prepared to comply with the provisions of the NPDES Permit Number ILR10 (sued by the Illinois Environmental Protection Agency for storm water discharges from Construction Site Activities. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision In accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. 1 am aware that there are significant penalties for submitting false information, Including the possibility of fine and imprisonment or knowing violations. Owner's Name Signature Title Date Name of Firm/Company I. Site Description: A.The following is a description of the project location: The project is located adjacent to Lee Street & Center Street, between Prairie Avenue & East Thacker Street in Des Plaines, IL, In Section 20, Township 41 North. Range 12 East all In Cook County, Illinois (See. Location Map on Title Sheet for additional information). B. The following is a description of the construction activity which is the subject of this plan: Construction of multi -family townhomes with pavement and sidewalk expansion to provide site access and related improvements to utilities including storm sewer, sanitary sewer, and water main. C.The following is a description of the intended sequence of major activities which will disturb soils for major portions of the construction site, such as grubbing, excavation and grading: Exact phasing and sequencing has yet to be determined. Generally, trees will be removed as required and then clearing and grubbing will occur. Next, mass grading will commence for the building pad and parking areas. Then the underground utilities will be constructed. Finally, the buildings, parking lots, etc. will be constructed, followed by the installation of landscaping. D.The total area of the construction site is estimated to be approximately 3 3.5 acres. E. The following is a weighted average of the runoff coefficient for this project after construction activities are completed: The weighted runoff coefficient after completion of all construction activities is approximately 0.77. F. The following is a description of the soil types found at the project site followed by information regarding their erosivity: Please refer to the geotechnical report prepared by Testing Service Corporation, dated 01/05/2015. G.The following is a description of potentially erosive areas associated with this project: Areas with side slopes exceeding 3:1 slopes. Although slopes in excess of 3:1 are not proposed, the Contractor shall monitor the sideslopes of the landscape berm along the south end of the property and provide stabilization and/or protection as necessary. H. The following is a description of soil disturbing activities, their locations, and their erosive factors (e.g. steepness of slopes, length of slopes, etc): The soil disturbing activities consist of grading and general infrastructure improvements over the entire site. The Contractor shall be responsible for maintaining all disturbances within the site, and shall protect all off-site areas as needed. I. See the erosion control plans and/or drainage plans for this contract for information regarding drainage patterns, approximate slopes anticipated before and after major grading activities, locations where vehicles enter or exit the site and controls to prevent offsite sediment tracking (to be added after contractor identifies locations), areas of soil disturbance, the location of major structural and non-structural controls identified in the plan, the location of areas where stabilization practices are expected to occur, surface waters (Including wetlands) and locations where storm water Is discharged to surface water including wetlands. J. The following is a list of receiving water(s) and the ultimate receiving water(s), and aerial extent of wetland acreage at the site. The location of the receiving waters can be found on the erosion and sediment control plans: The closest receiving water is the Des Plaines River. K. The following pollutants of concern will be associated with this construction project: Soil sediment and dust, and construction of bituminous pavement. II. Controls: This section of the plan addresses the controls that will be implemented for each of the major construction activities described in I.C. above and for all use areas, borrow sites, and waste sites. For each measure discussed. the contractor will be responsible for its implementation as indicated. The contractor shall provide to the resident engineer a plan for the implementation of the measures indicated. The contractor, and subcontractors, will notify the resident engineer of any proposed changes, maintenance, or modifications to keep construction activities compliant with the permit Each such contractor has signed the required certification on forms which are attached to, and area part of, this plan: A.Eroslon and Sediment Controls 1. Stabilized Practices: Provided below is a description of interim and permanent stabilization practices, Including site specific scheduling of the Implementation of the practices. Site plans will ensure that existing vegetation is preserved where attainable and disturbed portions of the site will be stabilized. Stabilization practices may include but are not limited to: temporary seeding, permanent seeding, mulching, geotextiles, sodding, vegetative buffer strips, protection of trees, preservation of mature vegetation, and other appropriate measures. Except as provided below in II(A)(1)(a) and II(A)(3), stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case re than 7 days after the construction activity in that portion of the site has temporarily or permanently ceases on all disturbed portions of the site where construction will not occur for a period of 14 or more calendar days. a. Where the initiation of stabilization measures by the 7th day after construction activity temporarily or permanently ceases is precluded by snow cover, stabilization measures shall be initiated as soon as practicable thereafter. The following Stabilization Practices will be used for this project: Temporary blanket & seeding, permanent seeding,as shown on the Plans. Describe how the Stabilization Practices listed above will be utilized: Seed & blanket. See Storm Water Pollution Prevention (SWPP) Plan. SWPP Plan shall be modified as necessary by the Contractor during construction o prevent sediment from leaving the site or entering the offsite storm sewer. 2. Structural Practices: Provided below is a description of structural practices that will be implemented to the degree attainable, to divert flows from exposed soils, store flows or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. Such practices may include but are not limned to: perimeter erosion barrier, earth dikes, drainage swales, sediment traps, ditch checks, subsurface drains, pipe slope drains, level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, and temporary or permanent sediment basins. The installation of these devices may be subject to Section 404 of the Clean Water Act. The following Structural Practices will be used for this project: Perimeter erosion control (silt) fence, Describe how the Structural Practices listed above will be utilized: See Storm Water Pollution Prevention (SWPP) Plan. SWPP Plan shall be modified as necessary by the Contractor during construction to prevent sediment from leaving the site or entering the offsite wetland.. 3. Storm Water Management: Provided below is a description of measures that will be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been completed. The installation of these devices may be subject to Section 404 of the Clean Water Act a. Such practices may include but are not limited to: storm water detention structures (including wet ponds), storm water retention structures, flow attenuation by use of open vegetated swales and natural depressions, infiltration of runoff on site, and sequential systems (which combine several practices). The practices selected for implementation were determined on the basis of the technical guidance in Section 59-8 (Erosion and Sediment Control) in Chapter 59 (Landscape Design and Erosion Control) of the Illinois Department of Transportation Bureau of Design and Environment Manual. If practices other than those discussed in Section 59-8 are selected for implementation or if practices are applied to situations different from those covered in Section 59-8, the technical basis for such decisions will be explained below. b. Velocity dissipation devices will be placed at discharge locations and along the length of any outfall channel as necessary to provide a non-erosive velocity flow from the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected (e.g. maintenance of hydrologic conditions such as the hydroperiod and hydrodynamics present prior to the initiation of construction activities). Description of Storm Water Management Controls: Installation of a storm sewer system. All inlets will be protected with silt baskets. 4.Other Controls: a. Vehicle Entrances and Exits - Stabilized construction entrances and exits must be constructed to prevent tracking of sediments onto roadways. The contractor will provide the resident engineer with a written plan 14005ying the location of stabilized entrances and exits and the procedures (s)he will use to construct and maintain them. b, Material Delivery, Storage, and Use - The following BMPs shall be implemented to help prevent discharges of construction materials during delivery, storage, and use: • All products delivered to the project tide must be properly labeled. • Water tight shipping containers and/or semi trailers shall be used to store hand tools, small parts, and most construction materials that can be carried by hand, such as paint solvents, and grease. A storage/containment facility should be chosen for larger items such as drums and items shipped or stored on pallets. Such material is to be covered by a tin roof or large sheets of plastic to prevent precipitation from coming in contact with the products being stored. Large nems such as light stands, framing materials and lumber shall be stored in the open a general storage area. Such material shall be elevated with wood blocks to minimae contact with storm water runoff. Spill clean-up materials, material safety data sheets, an inventory of materials, and emergency contact numbers shall be maintained and stored in one designated area and each Contractor is to inform his/her employees and the resident engineer of this location. c. Stockpile Management - BMPs shall be implemented to reduce or eliminate pollution of storm water from stockpiles of soil and paving materials such as but not limited to portland cement concrete rubble, asphalt concrete, asphalt concrete rubble, aggregate base, aggregate sub b se, and pre -mixed aggregate. The following BMPs may be considered: Perimeter Erosion Barrier Temporary Seeding Temporary Mulch Plastic Covers Soil Binders Stone Drain Inlet Protection The contractor will provide the resident engineer with a written plan of the procedures (s)he will use on the project and how they will be maintained. d. Waste Disposal. No materials, including building materials, shall be discharged into Waters of the State, except as authorized by a Section 404 permit. e. The provisions of this plan shall ensure and demonstrate compliance with applicable State and/or local waste disposal. sanitary sewer or septic system regulations. 1. The contractor shall provide a written and graphic plan to the resident engineer identifying where each of the above areas will be located and how they are to be managed. 5. Approved State or Local Laws The management practices, controls and provisions contained in this plan will be in accordance with IDOT specifications, which are at least as protective as the requirements contained in the Illinois Environmental Protection Agency's Illinois Urban Manual, 1995. Procedures and requirements specified in applicable sediment and erosion site plans or storm water management plans approved by local officials shall be described or incorporated by reference in the space provided below. Requirements specified in sediment and erosion site plans, site permits, storm water management site plans or site permits approved by local officials that are applicable to protecting surface water resources are, upon submittal of an NOI, to be authorized to discharge under permit ILRIO incorporated by reference and are enforceable under this permit even if they are not specifically included in the plan. Description of procedures and requirements specified in applicable sediment and erosion site plans or storm water management plans approved by local officials: See Storm Water Pollution Prevention (SWPP) Plan. SWPP Plan shall be modified as necessary by the Contractor during construction to prevent sediment from leaving the site or entering the offsite storm sewer. III.Maintenance: The following is a description of procedures that will be used to maintain, in good and effective operating conditions, the vegetation, erosion and sediment control measures and other protective measures identified in this plan. The 05,400t engineer will provide maintenance guides to the contractor for the practices associated with this project. All disturbed areas shall be graded to keep runoff and sediment on-site to the greatest extent possible. Site shall be graded in such a matter to direct runoff to storm structures with catch-all Inlet protection. Contractor shall maintain, replace, clean, and add additional m needed during the progression of construction to prevent sediment, debris, etc from leaving the site. IV. Inspections: Qualified personnel shall inspect disturbed areas of the construction site which have not yet been finally stabilized, structural control measures, and locations where vehicles and equipment enter and exit the site. Such inspections shall be conducted at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches or greater or equivalent snowfall. A.Disturbed areas, use as (storage of materials. stockpiles, machine maintenance, fueling, etc.), borrow sites, and waste sites shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the plan shall be observed to ensure that they are operating correctly. Discharge locations or points that are accessible, shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters. Locations where vehicles enter or exit the site shall be inspected for evidence of off site sediment tracking. P 88504 on the results of the inspection, the description of potential pollutant sources identified in section 1 above and pollution prevention measures identified in section II above shall be revised as appropriate as soon as practicable after such inspection. Any changes to this plan resulting from the required inspections shall be implemented within % hour to 1 week based on the urgency of the situation. The resident engineer will notify the contractor of the time required to implement such actions through the weekly inspection report. CA report summarizing the scope of the inspection, name(s) and qualifications of personnel making the inspection, the date(s) of the inspection, major observations relating to the implementation of this storm water pollution prevention plan, and actions taken in accordance with section IV(B) shall be made and retained as part of the plan for at least three (3) years after the date of the inspection. The report shall be signed in accordance with Part VI. G of the general permit, 5.If any violation of the provisions of this plan is identified during the conduct of the construction work covered by this plan, the resident engineer shall notity the appropdale IEPA Field Operations Section office by email at: epa.swnoncomp@llllnols.gov, telephone or fax within 24 hours of the Incident. The resident Engineer shall then complete and submit an "Incidence of Noncompliance" (ION) report for the identified 4018000 within 5 days of the incident. The resident engineer shall use forms provided by the Illinois Environmental Protection Agency and shall include specific information on the cause of noncompliance, actions which were taken to prevent any further causes of noncompliance, and a statement detailing any environmental impact which may have resulted from the noncompliance. All reports of noncompliance shall be signed by a responsible authority in accordance with Part VI. G of the general permit. The Incidence of Non -Compliance shall be mailed to the following address: Illinois Environmental Protection Agency Division of Water Pollution Control Ann: Compliance Assurance Section 1021 North Grand East Post Orrice Box 19276 Springfield Illinois 62794-9276 V.Non-Storm Water Discharges: Except for flows from fire fighting activities, sources of non -storm water that is combined with storm water discharges associated with the industrial activity addressed in this plan must be described below. Appropriate pollution prevention measures, as described below, will be Implemented for the non -storm water component(s) of the discharge. A. Spill Prevention and Control - BMPs shall be implemented to contain and clean-up spills and prevent material discharges to the storm drain system. The contractor shall produce a written plan stating how his/her company wi11 prevent, report, and clean up spills and provide a copy to all of his/her employees and the resident engineer. The contactor shall notify all of his/her employees on the proper protocol for reporting spills. The contactor shall notify the resident engineer of any spills immediately. B. Concrete Residuals and Washout Wastes - The following BMP5 shall be implemented to control residual concrete, concrete sediments, and rinse water: • Temporary Concrete Washout Facilities shall be constructed for rising out concrete trucks. Signs shall be installed directing concrete truck drivers where designated washout facilities are located. • The contactor shall have the location of temporary concrete washout facilities approved by the resident engineer. • All temporary concrete washout facilities are to be inspected by the contractor after each use and all spills must be reported to the resident engineer and cleaned up Immediately. • Concrete waste solids1iquids shall be disposed of properly. C. Litter Management - A proper number of dumpsters shall be provided on site to handle debris and litter associated with the project. The Contractor is responsible for ensuring his/her employees place all litter including marking paint cens, soda cans, food wrappers, wood lathe, meriting ribbon, construction string, and all other construction related litter in the proper dumpsoa. D. Vehicle and Equipment Cleaning - Vehicles and equipment are to be cleaned in designated areas only, preferably off site. E. Vehicle and Equipment Fueling - A variety of BMPs can be implemented during fueling of vehicles and equipment to prevent pollution. The contractor shall inform the resident engineer as to which BMPs will be used on the project. The contactor shall inform the resident engineer how (s)he will be informing his/her employees of these BMPs (i.e. signs, training, etc.). Below area few examples of these BMPs: Containment Spill Prevention and Control Use of Drip Pans and Absorbents Automatic Shut -Off Nozzles Topping Off Restrictions Leak Inspection and Repair F. Vehicle a environm tl Equipment Maintenance - On site maintenance must be performed in accordance with all ntal laws such as proper storage and no dumping of old engine oil or other fluids on site. VI. Failure to Comply: Failure to comply with any provisions of this Storm Water Pollution Prevention Plan wi11 result in the implementation of an Erosion and Sediment Control Deficiency Deduction against the contractor and/or penalties under the NPDES pemlit which could be passed onto the contractor. SUPPLEMENTARY EROSION CONTROL NOTES 1. Prior to commencement of construction, on sties that will ultimately result In the disturbance of one (1) acre or more, the Contractor shall be responsible for obtaining a copy of the notice of coverage letter and the IEPA National Pollutant Discharge Elimination System (NPDES) General Pemlil ILR10 from the Owner. The Owner together along with the Contractor and/or other entities if so designated by the Owner, shall be responsible or ensuring that all the requirements of the General Permit and the Stone Water Pollution Prevention Plan (SWPPP) including but not limited to the installation, maintenance as well as the installation of any additional measures necessary that may be required, and inspections of the soil erosion and sediment control measures as well as completing all of the necessary applicable certifications, reports, logs, etc. Inspections are required to be performed at least once every seven (7) calendar days and w0hin 24 hours of the end of a storm event of 0.5 inches of rain (or equivalent snowfall) or greater. The SWPPP and all the required paperwork shall be kept on-site and be organized and ready for viewing. 2. All erosion control measures are to be installed prior to any demolition, earth moving activities or other disturbance. 3. Contractor to establish a temporary stabilized construction entrance as well as install all perimeter fencing prior to the start of any clearing or grading activities. 4. Temporary gavel stabilized construction entrance shall be maintained adjusted, and/or relocated as necessary to prevent mud and other debris from being tracked onto adjacent public roadways. Any mud or other debris that is tacked onto a public road strati be properly removed as soon as practical, but before the end of each working day. 5. Disturbed e s shall be stabilized by seeding within seven (7) calendar days of the completion of disturbance. If construction activity on a portion of the site is to resume within fourteen (14) calendar days of the end of the last disturbance, then 5080110050n measures do not have to be initialed on that portion of the site by the 7th day after the completion of said disturbance. Areas with slopes 3H:1V or greater shall be stabilized with erosion control blanket or mat in addition to seeding. 6. The Contractor shall provide adequate planning and supervision during the project construction period for implementing construction methods, processes and cleanup procedures necessary to prevent water pollution and control erosion. 7. No sediment or debris shall be allowed to enter the existing storm sewer system or flow off-site. 8. All temporary and permanent a tee and sedimentation control m shall be maintained, repaired and/or replaced as ssary to ensure effectiveperfornance. If required, a designated erosion control inspector shall inspect all measures every seven (7) calendar days, or within twenty -bur (24) hours of a 0.5 -inch rain event or equivalent snowfall, and report where items are in non-compliance. Otherwise, the Contractor shall be responsible for the inspection as well as maintenance of all measures and shall be subject to the terms of Federal, State, and local requirements. 9. All temporary erosion and sedimentation control measures re to remain in place and be functioning until final stabilization. After final stabilization, the Contractor is to remove and properly dispose of all erosion and sedimentation measures according to Jurisdictional Agency requirements within thirty (30) days. All disturbed areas or trapped sediment that accumulates from said measures shall be permanently stabilized. 10. Topsoil stockpiles shall not be located in flood prone areas or buffers protecting wetlands, or waters of the United States or County. Stockpiles shall be protected from erosion by installing silt once around the perimeter of the stockpile(s). Stockpiles shall be seeded within seven (7) calendar days of completion. 11. If dewatering services are used, adjoining properties and discharge locations shall be protected from erosion. Discharges shall be routed through an effective sediment control re 0.e. sediment Trap, sediment Basin, or other appropriate measure). 12. Extreme caution shall be taken by the Contractor to prevent erosion and siltation during construction. The Contractor shall inspect catch basins and clean out if necessary. The contractor shall use silt/erosion control fence staked in place to prevent siltation of all drainage structures. 13. The Contractor shall assume responsibility for maintenance of all soil erosion and sedimentation control measures during and after construction. However, the Contractor shall not transfer these improvements for the purpose of maintenance until they have completed with the above and until they have received final inspection and approval from the Jurisdictional Agency or designated erosion control inspector and a Notice of Termination has been tiled (NOT). 14. The work shall generally follow the following typical Construction Sequencing: a. Installation of the soil erosion and sediment control (SEISC) measures: 8.1. Selective vegetation removal for sill fence installation a.2. Sift fence installation 0.3. Stabilized construction entrance b. Tree removal where necessary c. Strip and stockpile topsoil and mass grade the site d. Temporarily stabilize topsoil stockpiles (seed and silt fence around toe of slope) e. Construction of storm sewer system and other utilities, along with associated inlet protection f. Temporary stabilization of areas that have reached temporary grade 9. Building construction h. Parking lot construction i. Permanently stabilize site with topsoil, seed and blanket j. Remove all temporary SE/SC measures after the site is stabilized with vegetation Owner/Contractor Certification Statement This certification statement is part of the stare Wa00 Pollution Prevention Plan for Lexington- pee Plaines project In accordance with General NPDES Penne No. SENO issued by We Illinois Environmental Protection Agency. I certify under penalty of law that I understand the terms of the general National Pollutant Discharge Elimination System (NPDES) Permit (ILO t0) that authorizes the scorn water discharges associated with industrial activity from the construction tide Wentid00 as pad of this certification. In addition, I have reed and understand all of the Information and requirements stated In the storm Water Pollution Prevention Plan for the above mentioned project: have provided all documentation required to be In compiixrra wi0 Me ILR10 and Storm Water Pollution Prevention Plan and will provide timely updates to these documents as necessary. Neree Tele Signature Date Name or FlmVcanpany Telephone zegova mgrefereap The owner, and all Contractors and SubContrectorre performing work on this site are required to sign the above illus.ted Certification Statement The sign. Certifications shall be maintained on the site with the SWPPP. 1 SWPPP GENERAL NOTES AND SPECIFICATIONS Project Manager: 1 D T Engineer: P A C Dote: 01 /22/201 6 Project No. 1 4-1 68 ti Sheaf EC2/ EC4 Page 63 of 74 Fii.lu"m�112��9�PB erwnpl<16s-6 Page 64 of 74 f / / / FF=63979 PTe / // //// 6 14 oeu99 OcPavrerg 6 j/0 'FF=sT9.la 639te 34 -j //// / /X/95�///j Icr/ nk Co mi0----/wan Bituminous Pavement i viii\i iii\Conc oumn l iiiiiii -1i Porch \ Landscape ,-r"",-Eg Ltlsp L d Curt IT e Landscape = an s p lir NORTH cPn<. wa Corm Wan - <. walk Con alk -__L......,_,,,,,,__4____4:4 De, 1 I I 1 \© \\\\\ I I I 1 I I I N\\\ Scale: t"= 20' l ort"min"�e Pa�eme"r l Uninstall Needed and Reinstall Silt Fence Al ••e to Allow for Work In :+ robe -e Sr.eet Completed. ^^ ta 1 • b 1 -i .� i. 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BLANKET EROSION CONTROL BLANKET=ROSION CfZNTRS1L BLANKET �"' SLOPE INSTALLATION CHANNEL INSTALLATION SHOREI INE INSTALLATION ULTRAFl EX MAT SLOPE PROTECTION LEVEL SPREADER DETAIL COFFERDAM DETAIL REV. H0. DATE DESCRIPTION \ n.s PI AINcc CITY�+ DES r ,I }N S 4.1 L I I' L.fi l L V L+3J I'1JAI.IC' N [MKS 420 MINER SI LET ❑P]'14RTMEN7 1420 MINER S1 }J8T PIr6NC-ET 391•3INI IR.FMR60847341•5618 e17w'AiAFl.AR•ESAIRG SOIL EROSION AND SEDIMENT CONTROL DETAILS DESK .E9 or 5GH.E I EMIL: NO. VI WI `VA — — WON . G.EC'ED er EJ1r AFM7m.r Ivo WM „e. 1 OF 1 POE 11/14,14 - FILE I6 8E NE [I:04 i FWk54TNE, YN511fN KOMIEE- NOUN J TI 8 I161417 188 OIWi Baj83T 881 61 QARIII OI -X CORS 2111 8 MAC 3 Projed Manager: 1 D T Engineer: P A C Dote: 01/22/2016 Project No. 14-168 Sheet EC4/EC4 ra,N m.��t�POe-e.��9,i<�ee-swvrr.a„0 Page 65 of 74 0 Architectural Shingles Decorative Bracket Composite Trim Brick Soldier Course Brick Veneer Stone Sill Vinyl Siding Optional Bay I I 1, 0.11,1 11,1111 - Lexington Homes Unit 530 Front Elevation Assembly babdes)gmaom Exhibit D Unit 510 A Unit 530 INT Character Elevations Unit 510 B Unit 520 END Lexington Pointe jilt Lee Street, Des Plaines, IL *Ir 06-28-21316 BSB DESIGN rage 6t of 74 Lexington Homes Unit 533 Left Elevation Assembly SGALF. Ilf�'-Q' Character Elevations Unit 520 Right Elevation Assembly IIF.'= -0' Lexington Pointe Lee Street, Des Plaines, IL bsbdes)gn.aena Exhibit D 06-28-2016 MVP k BSB ®2O1 BSBDeslgnl bi of 74 DESIGN I'age Lee Street, Des Plaines, IL ,� _- 06-28-2016 BSB o2page 6 of 74 DESIGN Lexington Homes JIMI•I•II•1I-I-II-I• II.I■l■II�hhI.i. ■I.I■I.I.1.I.I■ I�1■1■I®I•J.I■I■ Unit 520 END II.1_1_I_II_I1•11• I_ I.I.I.I.-I-I-I■ I��I■IuI■I.hIuI■ immi.I.I■1®I®I'• Rear Elevation Assembly Unit 510 B - iuuuuJLJuL JL_ILJLJU —...-_- r1E ■❑i _ I w ❑❑ Finn . Min _ n ■ ■ FIFTnn ❑❑!I Unit530 INT Character Elevations Unit 510 A LJLIL JL_ILJLJU —...-_- r1E ■tn•■❑• I w ■n0an■ ❑ In❑ I ❑❑!I J❑nn❑. Character Elevations Unit 510 A Unit 530 Lexington Pointe bsbdes)ge.wm Exhibit D LJLIL JL_ILJLJU r1E I w ■n0an■ ❑ In❑ I Unit 530 Lexington Pointe bsbdes)ge.wm Exhibit D AF TO TO 8 -SA LEE STREET Entrance Monument (See Sheet z) 20 -VM 20 -VM 2 -TM 2 -TM GB 20 -VM 3 o -VM 5 -HC TM 20 -VM 2 -GB 5' Ornamental Aluminum Fence TO 2 -EA TO 8 -SA BIOSWALE MIX QB Y' r � iii1111 ■ MN Matt ,A. 20 -EF -111111.11,, 9 CZ W" zo-EF MFA 71 W iP �IAMES FAI�TM ®R 4 2 TM z C TO GENERAL NOTES 1. QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES, AND FOR PROVIDING SUFFICIENT MATERIALS TO COMPLETE THE JOB PER PLAN. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY VARIATION TO QUANTITIES. 2. CONTRACTOR SHALL VERIFY UNDERGROUND UTILITY LOCATIONS PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL AVOID ALL EXISTING UTILITIES, UNDERGROUND AND OVERHEAD WHERE APPLICABLE, AND IS RESPONSIBLE FOR ANY DAMAGE. IF ANY CONFLICTS SHOULD EXIST BETWEEN UTILITIES AND PROPOSED MATERIAL LOCATIONS, FIELD ADJUSTMENTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND SHALL REPORT TO LANDSCAPE ARCHITECT ANY VARIANCE OR CONDITION WHICH WOULD PREVENT ADHERENCE TO SCHEDULE, PLANS OR SPECIFICATIONS. 4. WORK SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, STATE OF ILLINOIS HORTICULTURAL STANDARDS, AND LOCAL MUNICIPAL REQUIREMENTS. 5. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT LANDSCAPE MATERIAL ON SITE WHETHER STOCK PILED OR INSTALLED IN PLACE. 6. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ALL PLANTED MATERIAL EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS OF VARIETY, SIZE AND QUALITY. 7. ALL PLANTS SHALL BE INSTALLED PER THE LANDSCAPE PLAN AND SPECIFICATIONS. PLANTINGS NOT FOUND TO BE IN COMPLIANCE SHALL BE REPLANTED CORRECTLY AT NO ADDITIONAL EXPENSE TO THE OWNER. 8. FINE GRADE, FERTILIZE AND SOD/SEED ALL DISTURBED AREAS WITHIN THE CONSTRUCTION LIMITS AS SHOWN. ALL AREAS SHALL DRAIN COMPLETELY AND SHALL NOT POND OR PUDDLE. 9. WHERE PLANTING BEDS MEET TURF AREAS, THE CONTRACTOR SHALL PROVIDE A CULTIVATED EDGE. MULCH ALL SHRUB BEDS TO THE LINE SHOWN. 1o. FOR TREES PLANTED IN TURF AREAS, PROVIDE 3'-o" dia. MULCH RING (REMOVE EXISTING TURF) AT 4" THICK WITH A CULTIVATED EDGE. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THIS WORK AND COMPLY WITH ALL CODES APPLICABLE TO THIS WORK. 12. ENSURE ALL TREES ARE 25 FEET FROM LIGHT POLES, 4 FEET FROM DRIVES, 8 FEET FROM HYDRANTS AND 5 FEET FROM MANHOLES. 13. SOME FIELD ADJUSTMENTS MAY BE NECESSARY TO ENSURE THAT THERE ARE NO CONFLICTS BETWEEN EXISTING AND PROPOSED TREES. 14. MATERIAL QUALITY AND MEASUREMENT SHOULD CONFORM TO THE MOST RECENT EDITION OF THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSIZ6o BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 15. ALL SHADE/OVERSTORY TREES SHALL HAVE A 'CENTRAL LEADER'. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIALS SHOWN ON THE PLAN IN ACCORDANCE WITH THE PLAN DESIGN AND MATERIALS QUANTITIES. 17. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING UNDERGROUND UTILITIES, SIDEWALKS, AND OTHER PREVIOUSLY CONSTRUCTED SITE IMPROVEMENTS. 18. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING VEGETATION TO BE PRESERVED. 19.FOIVLA4.TIAG pET4145, FENCE AND 2o.F0 51NIIjMS EARCHITECTURAL PLANSENT, SEE SHEET 2 OF 2. Okvail ittwooi_imac w 2 -TM CENTER STREET PLANT MATERIAL KEY SYM QTY BOTANICAL NAME SHADE TREES AM 3 Acer miyabe'Morton' AF 6 Acer freemanii GB 15 Ginkgo biloba 'Sentry' LT 3 Liriodendron tulipifera PC 16 Pyrus calleryana 'Chanticleer' QB 6 Quercus bicolor TG 4 Tilia cordata 'Greenspire' TR 5 Tilia euchlora 'Redmond' AC TO EA RI RK VC VT EVERGREEN TREES 4 Abies concolor 57 Thuja occidentalis 'Technii' DECIDUOUS SHRUBS 72 Euonymus alatus 'compacta' 101 Ribes alpinum 'Green Mound' 91 Rosa 'Knock -out' 43 Viburnum carlesii 'compactum' 27 Viburnum trilobum 'compactum' TO 2 -TM 20 -VM 2 -TM 3 -TM 5 -HC 2 -TM 20 -VM COMMON NAME State Street Maple Autumn Blaze Maple Sentry Ginkgo Tulip Tree Chanticleer Pear Swamp White Oak Greenspire Littleleaf Linden Redmond Linden White Fir Mission Arborvitae Dwarf Burning Bush Green Mound Alpine Currant Knock Out Roses Compact Korean Spice Viburnum Compact Am. Cranberrybush Vib. SIZE COMMENTS 2 1/2" Central Leader 2 1/2" Central Leader 21/2" Central Leader 2 1/2" Central Leader 2 1/2" Central Leader 21/2" Central Leader 2 1/2" Central Leader 2 1/2" Central Leader 6' Natural Form 4' Sheared 36" �4" 5 Gal. 36" 36" 3' O.C. 3' O.C. 3' O.C. 4' O.C. 4' O.C. TO 3 -TO TO TR SCALE: AF 7 -AN TO d TO NORTH 0 20' 40' 8o' SYM QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS EVERGREEN SHRUBS TM 119 Taxus media 'densiformis' Dense Yew AN 0 CK CZ HC EF HS PH SA SB VM PERENNIALS, GROUNDCOVERS AND ORNAMENTAL GRASSES 47 Aster novae-angilae 176 Calamogrostris 'Karl Foerster' 45 Coreopsis verticillata 'Zagreb' 20 Heuchera 'Caramel' 400 Euonymus fortunei 'coloratus' New England Aster Karl FoersterReed Grass Zagreb Coreopsis Caramel Coral Bells Purpleleaf Wintercreeper 51 Hemerocallis'Stella De Oro' Stella De Oro Daylilly 29 Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 50 Sedum 'Autumn Joy' Autumn Joy Sedum 24 Schizachyrium scorparium Little Blue Stem 76o Vinca minor Periwinkle MISCELLANEOUS MATERIALS* 2,565 Kentucky Bluegrass Blend Sod .06 Bioswale Mix 126 Shredded Hardwood Mulch �4" Qt. 1 Gal. Qt. Qt. 3" pots Qt. 1 Gal. Qt. 1 Gal. 3" pots S.Y. A.C. C.Y. *Quantities shall be verified by contractor. All turf areas shall be sod, and all plant beds mulched. All damaged parkway turf areas shall be repaired with sod. Bio -Swale Mix: Wet Mesic with Flowers Mix. Supplier-Mational Seed (888) 963-7333. contact: Mark Breier (63o) 417-9057, mark.breier@a natseed.com See Engineering Plans for Bio -Swale soil and drainage treatment. 3o" O.C., wide 18" O.C. 36" O.C. 18" O.C. 18" O.C. 12" O.C. 18" O.C. 36" O.C. 18" O.C. 36" O.C. 12" O.C. LEXINGTON POINTE °"" DES PLAINES, IL_, KROGSTAD 1 0.: . LAND DESIGN LIMITED LANDSCAPE PLAN °sw s9 Mea pR �KEL"'4 LEXINGTON HOMES aarAo@� oE9 M,EooM REVISIONS REV: 12/18/15 REV: 4/01/16 REV: 5/27/16 REV: 6/21/16 DATE October 21, 2015 PROJECT LEX1406 DRAWN KTK CHECKED KTK SHEET NO. 1 aged off -r4 2'-2" 2'-0" 1-6" 9'-3". ENTRANCE MONUMENT PLAN VIEW SCALE: 1" =1'-0" 5'-0 5'-3" 5'-9" 9'-3". 7'-3" O.C. LEXINGTON G TON POINTE A LEXINGTON HOMES COMMUNITY ENTRANCE MONUMENT ELEVATION SCALE: 1"=1'-0" 5'-6" OEM °EFF- o RESIDENTIAL BLACK 6' 4" O.C. BETWEEN POSTS (TYPICAL) 2"xe POST 3/4" X3/4" PICKETS 11/8" X1 3/4'. HORIZONTAL RAIL 0 IG■ i ii■ ■ ■■■I■■■ ■■■i 1 ■■■I■■■I■■■I■■■I■I■■I fl' 6" A. NPICAL) POSTS SET POSTS IN MIN qa" DEPTH CONCRETE FOUNDATION ORNAMENTAL FENCE ELEVATION SCALE: 1/2" =1b" Note: Monument Final Community Logo will be included in permanent drawings. PRECAST CONCRETE CAP BRICK MASONRY - TO BE SELECTED BY OWNER, BRICK TO MATCH BUILDING BRICK SINGLE -SIDED, RED CEDAR NEIGHBORHOOD ID SIGN WITH BUILT UP TRIM REVEAL & RAISED LETTERS FONT/LOGO TO BEDETERMINED: BY OWNER AT TIME OF FINAL PLANS BLACK POWDER COATED MOUNTING BRACKET TOP OF CONCRETE FOOTING STACKED & MORTARED 8" CONCRETE BLOCK FILLED WITH GROUT #4 REBAR EXTENDS FROM FOOTING & ENDS 2" FROM TOP OF BRICK VENEER 3" CHAMFERED EDGE AT 45° FINISHED GRADE BENCH DETAIL NTS 2'-0" 1'-6" Exhibit E P LEXINGTON POINTE DES PLAINES IL ;��z�KROGSTAD l "i LAND DESIGN LIMITED LANDSCAPE PLAN T _a� 9aaaoKa. ooE°=EooM4 LEXINGTON HOMES REVISIONS REV: 12/18/15 REV: 4/01/16 REV: 5/27/16 REV: 6/21/16 DATE October 21, 2015 PROJECT LEX14o6 DRAWN KTK CHECKED KTK SHEET NO. Yee?..0 of" 74 LANDSCAPE WORK PART 1 -GENERAL 1.01 SUMMARY A.Landscape work includes the following: I. Lawns 2. Groundcovers, perennials, and Ornamental Grasses 3. Trees and shrubs 4. Planting soil mixture 5. Fertilizer 6. Erosion control 7. Trunk wrap 8. Stakes and guys 9. Mulch 1.02 SUBMITTALS A.Planting schedule Submit two (2) copies of the proposed planting schedule to client and Landscape Architect showing dates for each type of planting. B.Certification of seed mixture for sodidentifying sod source, including name and address of supplier. C. Data substantiating that groundcovers, perennials, and ornamental grasses. Comply with specified requirements. D.Data substantiating that trees and shrubs comply with specified requirements. E. Material test reports from a qualified independent testing agency indicating and interpreting test results for the following materials. I. Analysis of existing topsoil 2. Analysis of imported soil Submittal should include recommendations for soil additive requirement for Landscape Architect's review. H.Provide shredded hardwood mulch sample to Landscape Architect. I. Qualification data for finis and individuals dedicated to the job, to demonstrate their capabilities and experience. Include List of completed projects, with project and owner's names and addresses, and other pertinent information. J. Maintenance instructions recommending procedures to be established by the owner to maintain the landscaping during the entire year. Submit two (2) copies before expiration of required maintenance period. Instructions shall include: watering, fertilizing, spraying, mulching, pruning and trimming for plant material, groundcovers and perennials. Instruction for watering, fertilizing, and mowing turf areas shall be provided. 1.03 QUALITY ASSURANCE A.InstaUing contractor to have a minimum of 5 years experience on comparable projects. B.Installing Contractor to maintain an experienced fulitime supervisor on the project site during times that landscape installation is in progress. C. Landscape Contractor to conduct a pre -contraction meeting with owner's representative and Landscape Architect prior to went of contraction. D.Substitution will not be permitted without approval of the Landscape Architect and governing municipality. 1.04 DELIVERY, STORAGE, AND HANDLING A.Packaged materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from moisture and deterioration during delivery and while stored at site. B. Sod: Harvest, deliver, store, and handle sod according to the requirements of the American Sod Producers Association's (ASPA) "Specifications for Turf grass Sod Materials and Transplanting/Installing." C. Trees and shrubs: Deliver freshly dug trees and shrubs directly to jobsite. Do not prune before delivery. Protect bark, branches, and root systems from sun scald, drying, whipping and other handling and typing damage. Do not bend or tie plant material in such a manner as to destroy the natural shape. Provide protective covering during transport and delivery. D.Handle balled and burlapped stock by the root ball. Handle container stock by the container. E. Deliver plant material after planting preparations have been completed, and install immediately, If planting is delayed more than 8 hours, after delivery, set plant material in shade, protect from weather and mechanical damages, and keep rants moist. 1. Set baled and burlapped stock on ground and cover ball with soil, peat moss or shredded hardwood mulch. 2. Do not remove container -grown stock from containers before time of planting. 1.05 PROJECT CONDITIONS A.Examine and evaluate entire site including grades, soils; water level, and existence of debris. Observe the condition under which work is to be performed and notify Landscape Architect immediately of any unsatisfactory conditions. Do not proceed with work until all unsatisfactory condition have been addressed in an acceptable manner. B.Utilities: Prior to commencement of work, review all underground utility location plans, notify local utility location service to clearly mark all underground utilities. Determine the location of all above grade and overhead utilities and perform work in a manner that will avoid damage. Provide plan for protection of utilities, including hand excavation, as necessary. Contractor shall be responsible for any damage to utilities or property. C. Excavation: When condition detrimental to plant growth are encountered, including but not limited to rubble full, adverse drainage condition, or obstructions, notify Landscape Architect prior to planting. 1.06 COORDINATION AND SCHEDULING A.Coordinate installation of planting materials during industry accepted planting season for each type of plant or seed specified. B.Coordinate with other trades performing work on site to minimize potential conflicts and prevent damage to plant materials. C. Contractor shall secure all plants and materials for landscaping immediately after being awarded contract to ensure availability. 1.07 WARRANTY A. Warrant the following plant materials fora period of one year after date of final acceptance, against defects including death, unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect by owner, abuse, vandalism or inadvertent damage by others, or unusual phenomena including abnormal weather conditions or incidents during the warranty period that are beyond the Landscape Contractor's control: 1. Trees 2. Shrubs 3. Groundcovers, Perennials & Ornamental grasses B.Remove and replace dead plant material immediately. If replacement is delayed to the next planting season, the dead plant material shall be removed immediately. 2 X ROOT BALL D EVERGREEN TREES N.T.S. Exhibit E C.Replace plant materials that are partially dead, in unhealthy condition or where shape and symmetry have been affected et the end of the warranty period. Final determination of material requiring replacement shall be made by the Landscape Architect. D.Replacement plant material shall be of the same kind, size, and quality as those originally planted, unless otherwise approved in writing by Landscape Architect. Replacement plants shall carry the same establishment period as the original. E. A limit of one replacement of each plant will be required, except for losses or replacements due to failure to comply with requirements. F.Final acceptance will be made only if all plants are in place, in satisfactory conditions and in conformance with the drawing, as determined by Landscape Architect. G.Wanant seeded and sodded lawn areas through the maintenance period, and until final acceptance. Seeded areas should show uniform germinations and be free of all bare spots in excess of 6" x 6". Sod should be void of brown patches, and spaces between strips. 1.08 TREE, SHRUB, & LAWN MAINTENANCE A.Maintenance agreement: The landscape contractor shall provide maintenance for a period 0090 days from the date of acceptance or substantial completion as determined by Landscape Architect. B.Maintain trees and shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers and bed lines, tightening and repairing stakes, and guy supports, resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Apply insecticides and herbicides as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. Maintain trees, shrubs, and lawns until final acceptance by the Landscape Architect. Supply adequate water for all plant material within the warranty period after the final acceptance. C.Maintain and establish lawns by watering, fertilizing, weeding, mowing, and trimming as necessary. Roll re -grade, and replant bare or eroded areas and re -mulch to produce a uniformly smooth lawn. D.Mow lawn a soon as top growth reaches no more than 40% of 2" mowing height Repeat subsequent mowing as required to maintain height without cutting more than 40% of the grass of the grass -leaf growth. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. 1.09 FINAL INSPECTION & ACCEPTANCE A.Final acceptance, which marks the beginning (Arne warranty and maintenance period, will be made by the Landscape Architect upon a written request by the Landscape Contractor after all plants are in place per specifications. The request for inspection shall be submitted to the Landscape Architect at least ten (10) days prior to the inspection date. B.The Contractor will be notified in the form of a written punch list, any deficiencies to be fulfilled in order to receive the final acceptance. All outstanding items shall be subject to re -inspection before final acceptance is issued. C.Upon contractor completion of punch list, Landscape Architect shall re -inspect all work to determine completion. The contractor and owner will be notified in writing of final acceptance, and commencement of one year warranty period. D.Upon completion of one year warranty period, contractor shall submit request for one year warranty inspection to Landscape Architect at lent ten (10) days prior to inspection date. E.The Contractor shall be notified in the form of a written punch list any deficiencies based on section 1.08. All outstanding items shall be subject to re -inspection before final warranty acceptance is issued F.Upon contractor completion of warranty punch list, Landscape Architect shall re -inspect all work to determine compliance. The Contractor and owner will be notified in writing of fetal warranty inspection. PART 2 - MATERIALS 2.03 GROUNDCOVERS, PERENNIALS, & ORNAMENTAL GRASSES A.Name and Variety: Provide nursery grown plant material true to name and variety. B.Provide plants established and well -rooted in removable containers or integral peat pots and with not less than the minimum umber and length of runners required by ANSI Z60.1 for the pot size shown and listed. Provide species, sizes and gantities of plants specified on sheets 1-6. 2.04 TREES & SHRUBS A.Name and Variety: Provide nursery grown plant material true to name and variety per sheets 1-6 General: Provide plant material complying with the recommendations and requirements of ANSI Z60.1 "Standard for Nursery Stock" with healthy root systems, developed by transplanting or root pruning. Provide well shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sunscald, injuries, abrasion, and disfigurement. B.Deciduon Shade Trees: Provide trees of caliper and quantity listed on sheet 1 with branching configuration recommended by ANSI Z60.1 for type and species required. Provide single stem trees with straight trunk, well-balanced crown, and intact leader. Provide balled and burlapped (B&B) deciduous trees. C.Deciduous Ornamental Trees: provide trees of height or caliper and quantity listed on sheets 1-6, branched or pruned naturally cording to species and type, conforming to ANSI Z60.1. D.Evergreen Trees: Provide trees of height and quantity listed on sheet 1 Provide quality evergreens, with well-balanced evenly branched form, single stem, with straight trunk and intact leader. Provide balled and barlapped (B&B) evergreen trees. E.Deciduon Shrubs: Provide shrubs of the height of spread shown, and quantity listed on sheets 1-6 with not less than the minimum umber of canes required by ANSI Z60.1 for the type and height of shrub required. Provide balled and burlapped (B&B) or containerized deciduous shrubs. F.Evergreen Shrubs: Provide evergreens of the height or spread shown, and quantity listed on sheet 2. Dimensions indicate minimum spread for spreading and semi -spreading type evergreen shrubs. Provide balled and burlapped (B&B) or containerized ergreen shrubs. G.Inspection: All plants shall be subject to inspection and review at the place of growth, upon delivery or after installation. Plants shall be inspected as to conformity to specification requirements and quality. Landscape Architect has the right to reject plant material at time of inspection due to non-compliance to ANSI Z60.1 size and condition of root balls, diseases, insects and latent defects or injuries. Landscape Architect reserves the right to remove tree wrap or soil backfill for any installed plantings, as a part of the inspection process. Rejected plants shall be removed immediately from the site. GALVANIZED AIRCRAFT CABLE,67xj STRAND ' SHREDDED BARK MULCH OUTSIDE EDGE AROUND 3"X3/8" TURNBUCKLE SPADDED EDGE FINISHED GRADE gEXISTING SUBGRADE BURY C1NTEL EYEIISATG AIDE4"HELIX 3 PER TREE, EQ. SPACED 8' DIA. x 18" DEEP CULTIVATED AREA INCORPORATE 25 PERCENT MUSHROOM COMPOST INTO EXISTING SOIL PLANTING SOIL MIXTURE (SEE SPECIFICATIONS) 2.05 SOIL A.Existing Soil: Revise pulverized surface soil stockpiled on the site. Verify suitability, of topsoil, free of stones 1" or larger in any dimension, and other extraneous materials harmful to plant growth, to produce topsoil meeting requirements and amend when necessary. Supplement with imported topsoil when quantities are insufficient. Clean topsoil of roots, plants, sods, stones, clay lumps and other extraneous materials harmful to plant growth. B.Imported Topsoil: Import topsoil from off-site sources that meets the criteria established for existing topsoil. Obtain topsoil from naturally well -drained sites where topsoil occurs at least 4" deep. C. Planting Soil Mixtures: Provide planting soil mixture consisting of three (3) parts friable topsoil (stockpiled at site) and one pan mushroom compost (1) for all planting pits, perennial, annual, and groundcover areas. 2.06 FERTILIZER A.Slow Release Fertilizer: Granular fertilizer consisting of 50% water -insoluble nitrogen, phosphorus, and potassium in composition and amounts recommended in soil reports from a qualified soil -testing agency. 2.07 EROSION CONTROL A.Erosion Control Mulch: Lebanon PennMulch or other recycled material, subject to approval of Landscape Architect. B.Erosion Control Blanket: North American Green S75, or equal subject to approval of Landscape Architect. Install per manufacturers specifications. C. Shoreline Erosion Control Blanket: North American Green C350, or equal subject to approval of Landscape Architect. Install per manufacturer's specifications. 2.08 TREE WRAP A.Standard waterproofed tree wrapping paper, 2'A inches wide, made of two (2) layers of crepe kraft paper, weighing not less than 30 pounds per ream (Fall planting only). 2.09 MULCH A.Organic mulch, free from deleterious materials and suitable as a rap dressing of trees and shrubs, consisting of shredded hardwood mulch. Provide sample to Landscape Architect for approval. 2.10 STAKES & GUYS A.Upright and Guys Stakes: Rough -sawn, sound, new hardwood, free of knots, holes, cross grain, and other defects, 2 by 2 inches by length indicated on landscape details, pointed on one end. B.Guy and Tie Wire: ASTM A 641 Class 1, Galvanized -steel wire, 2 -strand, twisted 0.106 inches in diameters. C. Guy Cable: 5 -strand, 3/16 inches diameter, galvanized -steel cable, with zinc -coated tum buckles, 3 inches long minimum, with two (2) 3/8 inches galvanized eyebolts. D.Hose Chafing Guard: Reinforced rubber on plastic hose at least 'h inches in diameter, cutin lengths required to protect tree trunk, from damage. PART 3 -EXECUTION 3.01 PLANTING SCHEDULE A.At least thirty (30) days prior to commencement of work for each area or phase, Landscape Contractor shall submit a planting schedule for approval by the Landscape Architect. 3.02 EXAMINATION A.Landscape Contractor shall examine all areas to receive landscaping for compliance with requirements and for conditions affecting performance of work. Notify owner and Landscape Architect of unsatisfactory conditions. Do not proceed with installation until unsatisfactory condition have been corrected. 3.03 PREPARATION A.Lay out individual tree and shrub location and plant beds. Stake locations, outline areas and secure Landscape Architect's acceptance before the start of planting work. Adjust as required. Any planting completed without prior approval may be subject to alteration in field by Landscape Architect. 3.04 PLANTING SOIL PREPARATION A.Before mixing, remove all roots, vegetation, turf, stones, clay lumps, and other extraneous materials harmful to plant growth. B.Mix soil Amendments and fertilizers as determined with topsoil, based on material test reports. 3.05 GENERAL LAWN PLANTING PREPARATIONS A.Geneml: Limit subgrade preparation to areas that will be planted within five (5) days. B. Remove existing grasses, vegetation, and turf. C.Loosen subgrade to a minimum depth of two (2) inches. Remove stones larger than one (I) inch in any dimensions, sticks, roots, rubbish, and other extraneous materials. D.Dispose of all removed material legally off-site; do not turn over into soil being prepared for lawn, or other areas on site. E. Spread topsoil mixture to depth required to meet thickness, grades, and elevations shown, after light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen. 1. Respread approximately Z thedepth of topsoil mixture required, work into top of loosened subgrade to create a transition layer. Upon completion, respread remainder of topsoil mixture. 2. Allow for sod thickness when setting grades where sod is to be installed. F. Preparation of unchanged grades: Where lawns are to be planted in areas unaltered or undisturbed by excavating, grading, or surface soil stripping operation, prepare soil as follows: 1. Remove and dispose legally off-site existing grass, vegetation, and turf. Do not turn over into soil being prepared for lawns, plant beds or native seeding. 2. Till surface soil to a depth of at least 2 inches. Apply required soil amendments and mix thoroughly into top 2 inches of soil. Trim high areas and fill in depressions. Till soil to a homogenous mixture of fine texture. 3. Clean surface soil of roots, vegetation, grass, stones over 1 inch in any dimension, clay lumps and other extraneous materials harmful to plant growth. Dispose of legally off-site. G.Grade lawn areas to a smooth, even surface with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depression to meet finish grades. Limit fine grading to areasthat can be planted within 5 days. Remove trash, debris, stones larger than I inch in any dimension, and other objects that may interfere with planting or maintenance operation. H.Moisten prepared lawn areas before planting when soil is dry. Water evenly and allow surface to dry before installation. Do not allow water to pond or create muddy soil. I. Restore prepared areas if eroded or otherwise distributed after fine grading and before installation. 3.06 SOD PREPARATION A.Sodded areas shall receive an application of commercial fertilization ata rate of 10 pounds per 1,000 sq. ft. B.Lay sod within 24 hours from time of stripping. C.Lay sod to from a solid mass with tightly fitted joints. Butt ends and sides of sod stops; do not overlap and do not leave gaps. Adjacent to planting beds, lay first row of sod strip to follow bed line. Trim adjacent sod strips to fit snuggly against initial strip. On slopes, length of sod strips shall follow contour. On slopes greater than 3:1, secure sod with degradable pine spikes to assure that strips remain in place. Work from boards to avoid damage to subgrade or sod. Tamp or roll lightly to contact with subgrade. Work sifted soil or fine sand into minor cracks between pieces of sod: remove excess to ensure ad smothering beds. D. W cater sod thoroughly with a fine spray immediately atter planting. E. Remove all sod waste and spoilslegally off-site. ✓/L- PLANT SPACING AS PER PLAN 0' SHREDDED BARK MULCH INSTALLED BEFORE PLANTING PLANTING SOIL MIXTURE (SEE SPECIFICATIONS) EXISTING SUBGRADE 71k�11 PERENNIALS AND GROUNDCOVERS N.T.S. PRUNE 1/5 BUT RETAIN NATURAL FORM 3" SHREDDED BARK MULCH FORM SAUCER AROUND OUTSIDE FINISHED GRADE PLANTING SOIL MIXTURE (SEE SPECIFICATIONS) EXISTING SUBGRADE DECIDUOUS AND EVERGREEN SHRUBS N.T.S. 3.12 GROUNDCOVER, PERENNIAL & ORNAMENTAL GRASS BED PREPARATION A.Loosen subgrade of planting bed areas to a minimum depth of 6 inches. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous materials. B.Spread planting soil mixture to depth required to meet thickness, grades, and elevations shown, after light rolling and natural settlement. Place approximately 4 inches of planting soil mixture, and work into top of loosened subgrade to create a transition layer. Place remainder of planting soil mixture, fora minimum of 8 inch depth. 3.13 GROUNDCOVER, PERENNIALS & ORNAMENTAL GRASSES A.Install holes large enough to allow spreading of roots, and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. 3.14 EXCAVATION FOR TREES & SHRUBS A.Trees And Shrub Pits: Exchange with vertical sides and bottom of excavation slightly raised at center to assist drainage. Loosen hard subsoil or existing subgrade in bottom of tree pit 1. Balled And Burlapped Trees And Shrubs: Excavate approximately 2 times as wide as ball diameter and t inch less than ball depth. Cultivate soil around tree pits to a depth of 18 inches and diameter of 8 inches and incorporate 25% mushroom compost into existing soil to promote root growth. 2. Container Grown Shrubs: Excavate approximately 2 times as wide as container width equal to container depth. B.Obstructions: Notify Landscape Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in avation C. Dani age: Notify Landscape Architect if subsoil conditions evidence or unexpected water seepage or retention in tree or shrub pits. D.Fill excavations with water and allow to percolate out before placing, setting layer, and positioning trees and shrubs. 3.15 PLANTING TREES & SHRUBS A.Set balled and burlapped plant material plumb and in center of pit or trench with tap of ball raised 1 inch above adjacent finished grades. Remove burlap and wire baskets from tops of ball, and partially from sides, but do not remove from under balls. Do not use plant material if ball is cracked, or broken before or during planting operation. B.Set container -grown shrubs plumb and in center of pit with top of ball raised 1 inch above adjacent finished grade. Carefully remove containers so as not to damage root balls. Place shrub on setting layer of compacted planting soil. C. Place backfill around root ball in layers, tamping to settle backfill and eliminate voids and air pockets. When pit is approximately'/ backfilled, water thoroughly before placing remainder of backfill Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. D.Dish and tamp top of backfill to form a 3 inch high mound around rim of pit. Do not cover top of root ball with backfill. E. Cut a 3 inch deep spaded trench around all individual tree pits, or around plant beds. F. Mulch tree rings and plant beds. Spread mulch evenly ata depth of 3 inches. Cover root balls and match finish level with adjacent finish grades. Remove any bark pieces in excess of 6 inches, and dispose of legally off-site. G.Pmne, thin and shape trees and shrubs according to standard horticultural practice. Prune trees to retain required height and spread unless otherwise directed by Landscape Architect. Do not cut leaders; remove only injured or dead branches from flowering trees. Prune shrubs to retain natural character. Shrub sizes indicated are size after planing. Remove and replace excessively pruned or ill -formed stock resulting from improper pruning. 3.16 TREE GUYING AND STAKING A.The Landscape Contractor shall be wholly responsible for assuring that all trees are planted in vertical and plumb position and remain so throughout the life of the contract and warranty period. Trees may or may not be staked and guyed depending upon the individual preference of the Contractor, except where specified by the Landscape Architect. B.Upright Staking and Tying: Use a minimum of 2 stakes of length required to penetrate at least 18 inches below bottom of backfilled excavation and to extend at lent 54 inches above grade. Set stakesvertical and space to avoid penetrating root balls or masses. Support trees with strands of tie wire encased in hose section at contact points with tree trunks. Allow enough slack to avoid rigid restraint of tree. Remove stakes and guys when trees are able to stand on their own. C. Guying and Staking: Guy and Stake trees exceeding 14 feet and more than 3 inch caliper unless otherwise indicated. Securely attach no fewer than 3 guys to stakes 30 inches long, driven to grade. 3.17 CLEANUP AND PROTECTION A.During landscape work, store materials and equipment where directed. Keep pavements clean and work areas and adjoining areas in an orderly condition. B. Protect landscape work and materials from damage due to landscape operation, operations by other contractors and trades, and trespassers. Maintain protection during installation, maintenance and warranty period. Treat, repair or replace damaged landscape work as directed by Landscape Architect. PRUNE 1/5 BUT RETAIN NATURAL FORM DO NOT CUT CENTRAL LEADER WATERPROOF TREE WRAP (FALL ONLY) 3" SHREDDED BARK MULCH FORM SAUCER AROUND OUTSIDE EDGE SPADDED EDGE FINISHED GRADE 2X ROOT BALL DIA. DECIDUOUS TREES N.T.S. EXISTING SUBGRADE 8' DIA. x 18" DEEP CULTIVATED AREA INCORPORATE 25 PERCENT MUSHROOM COMPOST INTO EXISTING SOIL PLANTING SOIL MIXTURE (SEE SPECIFICATIONS) Pa LEXINGTON POINTE DES PLAINES, IL =+=F KROGSTAD z LAND DESIGN LIMITED LANDSCAPE PLAN K�aa a„9,s;`U CONSULTING nAo@aHooES�G DCOM LEXINGTON HOMES REVISIONS REV: 12/18/15 REV: 4/01/16 REV: 5/27/16 REV: 6/21/16 DATE October 21, 2015 PROJECT LEX14O6 DRAWN KTK CHECKED KTK SHEET NO. ;e 734043 Page 72 of 74 State Row LineI / i �/////////// I ,I — oma. 7 0 © Li L rh 1/%////////j NORTH Existing Light Pole Existing Light Pole Existing Light Pale "u S� `„ z Existing Light Pole I t t �.. 1na.. ❑�State ROW Line - - d T Scale: l"= 20' I I I I I \\\\\\O 111© IN 1 1 1 1, 1 1 = O I 1 \\\ N \\\ U S 12 State ROW Line © (LCC ©s T R C E T )- e c State ROW Line Existing Light Pole [o Remain © A © 0 Ezlating Light Pole to Remain ❑ N 30' 43' 02" E SS%88' Y b C Existing Light Pole to Remain I — _r- _ _ ----- t1 ---L---- ---- -- = ---- l l ._ --- ---- l W or I • 1 1 • • O 0 1 1 ® 12 .® \ i Existing Light Pole J N I\I A P Imliml (O_ sq imi imi mi imd V I_=ra='I I^m_I l� ISI �7D ai mI mi l l� — 0 0 , v JI l I�I ©li I �I ...-1�I ISI /1 Propocetl Pole M4 j Eiistng Light Pole J 1 I Ill i lo I 1 IN jIj ■■1 1 Eaetin9 Light Pole 1. 44' 05" W 80.00'(M) i 6. . Pi .,/ r� � A. 02•• a �7 / I ' i �I ' �'� �� ' a n / i I i I �I 4" Yellow Parking Stall Striping (TYP I II W wom 1 . C e CO 1 I 1 I I� I GO• - v 1 1 ® 1 1 I �I ® I 10 © m ,. \� ••.- I 1 1 .aa1� m � Ci= g7 v‘9. Light Pole a 5Y m °� � . pp IS _ 1 . ,., I ® ® S1 I` -- 6141 AL•L9hgM MAL SAVE IINSH AS POLF. C o ._ -,:,47' '/ .gill --_ -- a _At.,MIhU51 /W1.� `� / I D. XFAT SYM WIYN bGWN rADiXC LLwg v W l d" Yellow Parking , I INSX tANNI ACCESSRTO ] DOMPAPTIMHP Do U Lt 2 Stall StrlPIn9ITYP) f . I I O I � I I ODom. I >rneg-ags• �Dua Win-Y31' Low(.20.0-2,7,1 v" N 2:1:1:: 1� I [W iuy 0 1.IA LMv; CdReihr LJJ Z W L_1!_iL_T ; Po o z --__--------------�5 — Stop Sign IRt-11 F J. Stop Sign (R1-1) � i . V * A- a A: , Z Z Z Wg L �'1 •� i a V a 0 %,,/ _ 6" White Crosswalk Striping / O 0 6" White Crosswalk Striping / • 0 S. Mt enr"""F Z - N C7 O " —� a X� - - 6' EN -TER S F R C E T `�° SR WA I '01111,8. W LIGHTING NOTES Exietin LigM Pale with Masterm © EZINln9 Light Pole with Mastarm 01026k61 - s S'RUC'IYlA. g.TA�E ALOMIYLq J ill 1. All proposed Ilghtpoles shall bete. Sternberg poles, or approved \ g Existing LigM Pole with Mastarm equivalent. 2. Each pole shall have an individual photocell. A w i POLL '' Ltr=] FOR S:XGLE N S. The internal streets are private, antl the poles shall also be private ��•° ._ 1AIIS CONSTROCIIDN' All poles shall be maintained by the Home Owner's Association. 4. Each pole shall have a 5' Helical base. 5. Each pole shall have an LEO fixture. f I 6. The proposed system will not have a controller. / ` -(YS_ be selected 7. The exact pole and fixture styles will be selected and provided by Lexington Homes whentheygo for lighting permit l approval. Cul 0 cc< Project Manager: J D T sheets will be provided and will be subject to City review 8 approval.\ 6. Each townhome unit will have a photocell in the rear adjacent to Me garage door. See architectural plans for furter information. I \IFF// 11 r1JI `,', ACCESS MYRR 5LC'JRkA WIN S:A.ra �` TIE,. ALIEN HERO SCREwS . Engineer: P A C Date: 06/20/2016 0 — — STERNBERG POLE DETAIL. Project No. 14-168 Sheet /1 Page 72 of 74 EXHIBIT G UNCONDITIONAL AGREEMENT AND CONSENT TO: The City of Des Plaines, Illinois ("City"): WHEREAS, Lexington Des Plaines, LLC ("Petitioner"), applied to the City of Des Plaines for the approval of: (i) a final plat of planned unit development ("Final Plat ofPUD") of the property commonly known as 783-841 Lee Street, Des Plaines, Illinois ("Subject Property"), including certain proposed exceptions within the proposed planned unit development; and (ii) a final plat of subdivision of the Subject Property ("Final Plat of Subdivision"); and WHEREAS, the Subject Property is owned by Jim Moehling ("Owner"); and WHEREAS, Ordinance No. Z-_-16 adopted by the City Council of the City of Des Plaines on , 2016 ("Ordinance"), grants approval of the Final Plat of PUD and Final Plat of Subdivision, subject to certain conditions; and WHEREAS, Petitioner and Owner desire to evidence to the City their unconditional agreement and consent to accept and abide by each of the terms, conditions, and limitations set forth in the Ordinance, and the Owner desires to evidence its consent to recording the Ordinance against the Subject Property; NOW, THEREFORE, Petitioner does hereby agree and covenant as follows: 1. Petitioner and Owner shall, and do hereby, unconditionally agree to, accept, consent to and abide by all of the terms, conditions, restrictions, and provisions of that certain Ordinance No. Z-_-16, adopted by the City Council on 2016. 2. Petitioner and Owner acknowledge and agree that the City is not and shall not be, in any way, liable for any damages or injuries that may be sustained as a result of the City's review and approval of any plans for the Subject Property, or the issuance of any permits for the use and development of the Subject Property, and that the City's review and approval of any such plans and issuance of any such permits does not, and shall not, in any way, be deemed to insure Petitioner or Owner against damage or injury of any kind and at any time. 3. Petitioner and Owner acknowledge that the public notices and hearings have been properly given and held with respect to the adoption of the Ordinance, have considered the possibility of the revocation provided for in the Ordinance, and agree not to challenge any such revocation on the grounds of any procedural infirmity or any denial of any procedural right, provided that the procedures required by Section 12-4-7 of the City's Zoning Ordinance are followed. 4. Petitioner and Owner agree to and do hereby hold harmless and indemnify the City, the City's corporate authorities, and all City elected and appointed officials, 20 Exhibit G Page 73 of 74 officers, employees, agents, representatives, and attorneys, from any and all claims that may, at any time, be asserted against any of such parties in connection with (a) the City's review and approval of any plans and issuance of any permits, (b) the procedures followed in connection with the adoption of the Ordinance, (c) the development, construction, maintenance, and use of the Subject Property, and (d) the performance by Petitioner and Owner of their obligations under this Unconditional Agreement and Consent. 5. Petitioner and Owner shall, and do hereby agree to, pay all expenses incurred by the City in defending itself with regard to any and all of the claims mentioned in this Unconditional Agreement and Consent. These expenses shall include all out- of-pocket expenses, such as attorneys' and experts' fees, and shall also include the reasonable value of any services rendered by any employees of the City. ATTEST: LEXINGTON DES PLAINES, LLC By: By: ATTEST: JIM MOEHLING By: By: SUBSCRIBED and SWORN to before me this day of , 2016. Notary Public 21 Exhibit G Page 74 of 74 IDES NFS ILLINOIS PUBLIC WORKS AND ENGINEERING DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5390 desplaines.org MEMORANDUM Date: July 6, 2016 To: Michael G. Bartholomew, MCP, LEED-AP, City Manager From: Timothy Watkins, Assistant Director of Public Works and Engineering / Timothy Oakley, P.E., CFM, Director of Public Works and Engineering Subject: Victory Garden Issue: At the July 5, 2016 City Council meeting, Alderman Chester requested the City authorize the use of the City owned property at the northeast corner of Prospect and Linden for a victory garden. Analysis: In order to build a successful garden, the follow budget request was presented: • Lumber for garden boxes (10 boxes total) $950 • Posts to reinforce garden boxes $100 • Landscape fabric -barrier for grass and weeds $50 • Screws $40 • Sod approximately 15 yards (1/2 sod, '/2 compost and delivery) $700 • Signage to label garden boxes by agency $300 • Spigot for water (installed by Public Works) $3,000 The total cost for this project is $5,140. Since this expenditure is not budgeted, funding from the General Fund balance will have to be used. Recommendation: We recommend approval of the resolution to allow volunteers to use the City owned property at the northeast corner of Linden and Prospect. Additionally, we recommend approval of funding allocation in the amount of $5,140, General Fund. Attachments: Resolution R-112-16 Exhibit A — Waiver and Release Page 1 of 4 CITY OF DES PLAINES RESOLUTION R - 112 - 16 A RESOLUTION AUTHORIZING THE USE OF CITY OWNED PROPERTY AND EXPENDITURES FOR A CITY SPONSORED COMMUNITY GARDEN. WHEREAS, the City of Des Plaines is the owner of a parcel of property located at the northeast corner of Prospect Avenue and Linden Street ("Property"); and WHEREAS, the City Council, in conjunction with community volunteers, has determined that it would be in the interest of the public health, safety, and welfare to establish a community garden on the Property ("Garden"); and WHEREAS, certain improvements to the Property are required to establish the Garden, including construction of raised beds and the installation of water service by the Public Works Department ("Site Improvements"); and WHEREAS, the cost of the Site Improvements is estimated to be $5,140 for the 2016 gardening season; a NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1: RECITALS. The foregoing recitals are incorporated into, and made a part of, this Resolution as findings of the City Council. SECTION 2: AUTHORIZATION OF USE AND EXPENDITURES. The City Council hereby authorizes the use of the Property for the Garden and authorizes and directs the City Manager to make such expenditures necessary to procure and install the Site Improvements on the Property, provided that such expenditures may not exceed $5,140. SECTION 3: WAIVER AND RELEASE. All residents, volunteers, and organizations that desire to maintain or use the Garden shall be required to execute a Waiver and Release in substantially the form attached to this Resolution as Exhibit A. SECTION 4: EFFECTIVE DATE. This Resolution shall be in full force and effect from and after its passage and approval according to law. [SIGNATURE PAGE FOLLOWS] Page 2 of 4 PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT MAYOR ATTEST: Approved as to form: CITY CLERK Peter M. Friedman, General Counsel DP -Resolution Authorizing Use of City Owned Property for a Community Garden (20160 Page 3 of 4 PROSPECT AND LINDEN VICTORY GARDEN PARTICIPANT WAIVER AND RELEASE , am participating in the community garden program ("Program") administered by the City of Des Plaines ("City') on City property located at the northeast corner of Prospect Avenue and Linden Street I have read this form carefully, and am aware that by signing this form and participating in the Program, I am WAIVING and RELEASING all claims arising out of such participation. In consideration of the City accepting me as a volunteer participant in the Program, I hereby agree as follows: A. Acknowledgement and Assumption of Risk of Injury and Loss. I have fully informed myself of all of the details of the Program and have received satisfactory answers to all questions I have concerning the Program and the risks inherent in the Program and believe and represent that I have the necessary abilities, skills and knowledge to participate in the Program. I recognize and acknowledge that the Program involves risks of bodily injury and property loss. I hereby agree to, and do, assume the full risk of any injuries and of any property loss, and of all expenses, costs, damages and losses that I, or the person on whose behalf I am signing, may sustain as a result of participating in any and all activities connected with or associated with the Program. B. Waiver of and Release of Claims. I hereby agree to, and do, waive, release and relinquish all claims, demands, rights of action, damages, liabilities and controversies of every kind, known and unknown, present and future, that I, or the person on whose behalf I am signing, may have against the City and its elected and appointed officials, officers, agents, servants, attorneys, employees, insurers, related or affiliated individuals or entities, successors and assigns arising out of, connected with, or in any way related to the Program or my participation therein. C. Indemnity and Defense. I hereby further agree to indemnify and hold harmless and defend the City and its elected and appointed officials, officers, agents, servants, attorneys, employees, insurers, related or affiliated individuals or entities, successors and assigns from any and all claims, lawsuits, demands, damages, liabilities, losses and expenses, including attorneys' fees and administrative expenses, of every kind, known and unknown, present and future, arising out of, connected with, or in any way related to my participation in the Program. I have read and fully understand the above WAIVER AND RELEASE OF ALL CLAIMS and execute it of my own free will and without any reservation whatsoever. Print Name of Participant Signature of Participant or Guardian If Guardian State Relationship to Participant Date #47191675_1/1 Exhibit A Page 4 of 4 ODEsPIINES ILLINOIS PUBLIC WORKS AND ENGINEERING DEPARTMENT 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5390 desplaines.org Date: July 6, 2016 To: Michael G. Bartholomew, MCP, LEED-AP, City Manager From: Jon Duddles, P.E., CFM, Assistant Director of Public Works and Engineering ,6 Timothy P. Oakley, P.E., CFM, Director of Public Works and Engineering w Subject: TIF#1 Civic Center Parking Structure — Review of Conceptual Designs Issue: The existing Civic Center Parking Structure located within the downtown Des Plaines Tax Increment Finance (TIF) District #1 is structurally deteriorated and should be replaced in the near future. In addition, under existing conditions, there is insufficient parking for City vehicles and employee vehicles as well as a lack of parking for visitors to the Civic Center. Due to the deteriorated condition of the existing parking structure, the City is proposing the demolition of the existing structure and replacement with a new parking structure with increased capacity. On April 2, 2012, City Council approved a preliminary engineering analysis and the development of alternatives from Walker Parking Consultants. Analysis: Walker Parking Consultants has provided three conceptual design options for the parking structure located within the downtown Des Plaines Tax Increment Finance (TIF) District #1 which are attached. These options have been updated without including a basement floor. All cost estimates have been updated as well. We have also created an alternative analysis comparing all options and showing the total parking spaces in each option. Recommendation: Staff recommends a discussion on evaluating the potential parking structure alternatives against the various parking demands (e.g. City vehicle parking, Police secure parking, City employee parking, and City customer parking). Attachments: Attachment 1 - Walker Parking Memorandum Attachment 2 - Option A Plans Attachment 3 - Option B Plans Attachment 4 - Option D Plans Attachment 5 - Civic Center Parking Garage Alternative Analysis Page 1 of 15 MEMORANDUM CIVIC CENTER PARKING STRUCTURE REVISIONS WALKER PARK{NG CONSULTANTS PAGE 1 DATE: TO: COMPANY: cc: FROM: PROJECT NAME: PROJECT NUMBER: SUBJECT: June 10, 2016 Jon Duddles, P.E., CFM City of Des Plaines Tim Watkins - City of Des Plaines Brad Navarro, P.E. Des Plaines Civic Center Parking Structure 31-7419.10 Updated Conceptual Designs 505 Davis Road Elgin, IL 60123 Office: 847.697.2640 Fax: 847.697.7439 www.walkerparking.com Jon: Per our discussions, Walker has updated the three parking structure conceptual design options that were originally prepared in 2012. The conceptual design options have been revised to reduce the estimated construction cost. In addition to revising the designs, the cost estimates have been updated from estimated 2012 costs to estimated 2016 costs. With the understanding that the basement levels of the parking structures were the most expensive parking stalls to construct, we have eliminated the basement levels in order to reduce the estimated construction cost. For options A and B, the parking lost from the basement removal was replaced in the form of a new supported level. We have also slightly revised geometry of some of the options to increase construction efficiency. Lastly, we have provided options for reduced parking levels. The fundamental parking function of the conceptual designs remains the same as previously presented. Conceptual Option Comparison Car Counts O. tion A Option A-1 O •tion B O •tion B-1 O. tion D Option D-1 Levels 4 3 4 3 3 2 Total Car Count 274 204 264 196 292 187 Parameters $8,080,380 $29,490 390 $6,031,245 $29,565 391 $7,726,840 $29,268 370 $5,782,040 $29,500 372 $8,857,200 $30,333 405 $5,808,000 $31,059 413 Estimated Total Construction Cost* Estimated Cost Per Stall Parking Efficiency (s.f./car) *Note: Refer to Opinion of probable construction cost calculations for assumptions and limitations Construction cost includes a 10% contingency. Construction cost does not include testing, inspections and A/E fees. Attachments: Revised Conceptual Plans Option A, Option B, Option D Opinion of probable construction cost j:\31-7419-00-des_plaines_civic_cen ter_parking_structure \correspondence\memo_6-10-2016_conceptual_design_revisions. docx Attachment 1 Page 2 of 15 31 -7419 -00 -DES PLAINES_CIVIC_CENTER_PARKING_STRUCTUREWCAD\O5-ARCH\7419A-201.DWG 5/24/2016 3:33:11 PM KURZ, MIKE E D C B A 2 3 4 5 6 8 02 326'-6" 36'-0" 36'-0" 36'-0" 6" 60' 5, 28'-0` 8'-0 ROLLING DOOR 1 PQLICE PARKING! 1 MEP ROOM WALL OR SECURITY FEN EB FAST ACTING DOOR 7,545 SQ FT i WALL OR SECURITY FENCE 8 FAST ACTING DOOR TOP TIER EL. 35'-2" TI-IIRD TIER EL. 23'-10" SECOND TIER EL. 12'-6" lkEEI JEFFERSON 3T� GROUND TIER EL. 0'-0" r IIIII111IIII 774 SQ FT 36'-0" r 6,17 r 18'0" 36-0" — -9"_ -0" O2 3:4 0 ROLLING DOOR ISOMETRIC 0 5.5 TIER PARKING AREA GROUND 27,543 SECOND 27135 THIRD 27135 TOP 25088 TOTAL 106901 18'-0" 36 18'-0' 6'-0" GROUND TIER B5 PLAN II PARKING STRUCTURE AREA 6-0" 36'-0" 0 03 i STAIR/ELEVATOR STAIR AREA (SQ.FT.) CAR COUNT 774 315 28632 774 315 28224 774 315 28224 774 315 26177 3096 1260 111,257 EFFICIENCY = 392 SQ FT/STALL 61 68 70 74 273 8' 16' /16". 1'-0" LEE STREET 0 5, 2 O 51 POLICE 3 OVERSIZED SPACES - POLICE 4 8'-6" WIDE SPACES - CUSTOMERS AND CITY 3 ACCESSIBLE SPACES - CUSTOMERS AND CITY 61 TOTAL SPACES PROGRESS PRINTING MAY 24, 2016 W1Cgoi OWNERS AND/OR SIMS LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE to 0 z J DES PLAINES 0 PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BEN SHEET TITLE: GROUND TIER PLAN A-201 1 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 2 4 5 6 7 8 Page 3of15 31 -7419 -00 -DES PLAINES CIVIC_CENTER_PARKING_STRUCTUREWCAD\O5-ARCH\7419A-202.DWG 5/23/2016 2:40:53 PM KURZ, MIKE E D C B A TOP TIER EL. 35'-2" THIRD TIER EL. 23'-10" SECOND TIER EL. 12'-6" JEFFERSON ST� 36'-0" 28'-0" 36'-0" 36'-0" 60'-6" 115'-0" J 7/ 36'-0" 36'-0" 36'0" / 18'-0" / 18'-0" 18'-0" / 18'0" 36'0" 36-0" 36-0" 328 -6" 0 0 0 GROUND TIER EL. 0'-0" /7 ISOMETRIC 0 ROLLING DOOR 0 0 04 0 5.5 0 6.5 0 0 68 SPACES B5 SECOND TIER PLAN 36'-0" 36'-0" 65 8'-6" WIDE SPACES - CITY 3 ACCESSIBLE SPACES - CITY 68 TOTAL SPACES 0 8' 16' 32' 1/16" = 1'-0" NORTH PROGRESS PRINTING MAY 24, 2016 oz 15 a0 OWNERS AND/OR SIMS LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE fn O z DES PLAINES 0 E PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BFN SHEET TITLE: SECOND TIER PLAN A-202 1 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 2 4 5 6 7 8 Page 4 of 15 31 -7419 -00 -DES PLAINES CIVIC_CENTER_PARKING_STRUCTUREWCAD\O5-ARCH\7419A-203.DWG 5/23/2016 2:40:29 PM KURZ, MIKE E D C B A 2 3 4 5 6 7 8 TOP TIER EL. 35'-2" 0 0 2.8 0 0 ©ID 326'-6" 36'-0" 36'-0" 36'-0" 60,6- 115,0" 28'-0" 7/ 36'-0" 36'-0" 36'0" / 18'-0" / 18'-0" 18'-0" / 18•-0" 36'-0" 36-0" 360" 328 -6" 0 0 0 0 SECOND TIER ISOMETRIC 0 5.5 0 6.5 0 0 70 SPACES B5 THIRD TIER PLAN /2-1,3" 0 0 70 8.-6" WIDE SPACES - CITY 70 TOTAL SPACES 0 8' 16' 32' 1/16" = 1'-0" PROGRESS PRINTING MAY 24, 2016 OWNERS AND/OR SIMS LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE fn O z DES PLAINES 0 PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BPN SHEET TITLE: THIRD TIER PLAN A-203 1 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 2 4 5 6 7 8 Page 5 of 15 31 -7419 -00 -DES PLAINES CIVIC_CENTER_PARKING_STRUCTUREWCAD\O5-ARCH\7419A-204.DWG 5/23/2016 2:42:53 PM KURZ, MIKE E D C B A 2 3 4 5 6 7 8 1111111,11111 38-0" 28'-0" 36'-0" 36'-0" ©ID 326'-6" 60'-6" 774 SQ FT 36'-0" 36'0" 25088 SQ FT 1 i / 18'-0" / 16'-0" / 18'-0" / 18'0" 36'0" 36-0" 115'-0" 0 3.4 0 0 SECOND TIER EL. 12'-6" JEFFERSON STS GROUND TIER EL. 0'-0" ROLLING DOOR ISOMETRIC 1 8'-6" TVP. 360" / 36'-0" 315 SQ FT 111'+111111 36'-0" /71,3" O 5.5 O 6.5 O 0 00 10 0 TOP TIER PLAN 74 8'-6" WIDE SPACES - CITY 74 TOTAL SPACES PROGRESS PRINTING MAY 24, 2016 OWNERS AND/OR SIMS LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE DES PLAINES 0 PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BFN SHEET TITLE: TOP TIER PLAN A-204 1 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 2 4 5 6 7 8 Page 6 of 15 31 -7419 -00 -DES PLAINES CIVIC_CENTER_PARKING_STRUCTUREWCAD\O5-ARCH\74196-200.DWG 5/24/2016 4:32:17 PM KURZ, MIKE E D C B A TOP TIER EL. 33'-6" O O 0 0 0 0 0 0 7/ 17-0" / 30'01 36'0" / /% POLICE USE O i 1 O SECOND TIER EL. 12'-6" JEFFERSON STREET ISOMETRIC O co B5 LOWER TIER PLAN PARKING STRUCTURE AREA TIER PARKING AREA STAIR/ELEVATOR STAIR AREA (SQ.FT.) CAR COUNT LOWER 5524 779 325 6628 17 GROUND 25374 779 325 26478 78 SECOND 24857 779 325 25961 68 THIRD 24857 779 325 25961 68 TOP 17140 779 325 18244 51 TOTAL 97752 3895 1625 103,272 EFFICIENCY = 347 SQ FT/STALL 282 17 - POLICE 17 - TOTAL PROGRESS PRINTING MAY 24, 2016 OWNERS AND/OR SUBS LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE fn 5 Z J DES PLAINES 0 PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BFN SHEET TITLE: LOWER TIER PLAN B-200 1 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 3 4 5 6 7 8 Page 7 of 15 31 -7419 -00 -DES PLAINES CIVIC CENTER_PARKING_STRUCTUREWCAD\O5-ARCH\74198-201.DWG 5/24/2016 4:32:26 PM KURZ, MIKE E D C B A TOP TIER EL. 33'-6" THIRD TIER EL. 23'-0" SECOND TIER r 0 0 3 OVERSIZED VEHICLE STALLS ROLLING DOOR POLICE USE IIIIIIIIIIII // // // EL. 12'-6" JEFFERSON STREET GROUND TIER EL. 0'-0" // ISOMETRIC 4 rA r OUT ONLY RESERVED FOR CHO-CHO (9 STALLS) 11111 111111 9 — RESERVED FOR CHO-CHO ( 4 STALLS) J [RESERVED FOR HO-CHO ( 4 STALL 6 \O 3 OVERSIZED SPACES - POLICE 9 8'-6" WIDE SPACES - POLICE 43 8'-6" WIDE SPACES - CUSTOMERS AND CITY 6 ACCESSIBLE SPACES - CUSTOMERS AND CITY 17 8'-6" WIDE SPACES - RESERVED FOR CHO-CHO 78 TOTAL SPACES PROGRESS PRINTING MAY 24, 2016 OWNERS AND/OR SUBS LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE DES PLAINES 0 PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BEN SHEET TITLE: GROUND TIER PLAN B-201 1 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 3 4 5 6 7 8 Page 8 of 15 31 -7419 -00 -DES PLAINES CIVIC_CENTER_PARKING_STRUCTUREWCAD\O5-ARCH\74196-202.DWG 5/23/2016 2:17:39 PM KURZ, MIKE E D C B A 2 3 4 5 6 7 8 TOP TIER EL. 33'-6" THIRD TIER EL. 23'-0" SECOND TIER EL. 12'-6" 0 0 0 0 0 0 0 0 224' 6" 7/ 18'-0" / 36'-0" 36'0" 30'-0" / // 0 JEFFN ERSOSTREET GROUND TIER EL. 0'-0" ISOMETRIC B5 SECOND TIER PLAN 68 8'-6" WIDE SPACES - CITY 0 8' 16' 32' 68 TOTAL SPACES 1116.4 1'-0" PROGRESS PRINTING MAY 24, 2016 OWNERS AND/OR SUBS LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE (n O z J DES PLAINES 6 rc PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BFN SHEET TITLE: SECOND TIER PLAN B-202 1 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 3 4 5 6 7 8 Page 9 of 15 31 -7419 -00 -DES PLAINES CIVIC_CENTER_PARKING_STRUCTUREWCAD\O5-ARCH\74196-203.DWG 5/24/20164:39:38 PM KURZ, MIKE E D C B A 2 3 4 5 6 7 8 TOP TIER EL. 33'-6" THIRD TIER EL. 23'-0" SECOND TIER EL. 12'-6" 0 0 0 0 0 0 0 0 224' 6" 7/ 18'-0" / 36'-0" 36'0" 30'-0" / // / // JEFFN ERSOSTREET GROUND TIER EL. 0'-0" ISOMETRIC 0 THIRD TIER PLAN 68 8'-6" WIDE SPACES - CITY 0 8' 16' 32' 68 TOTAL SPACES 1/16" = 1'-0" PROGRESS PRINTING MAY 24, 2016 OWNERS AND/OR SUBS LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE (n O z J DES PLAINES 6 rc PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BPN SHEET TITLE: THIRD TIER PLAN B-203 1 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 3 4 5 6 7 8 Page 10 of 15 31 -7419 -00 -DES PLAINES CIVIC_CENTER_PARKING_STRUCTUREWCAD\O5-ARCH\74196-204.DWG 5/23/2016 2:18:36 PM KURZ, MIKE E D C B A 2 3 4 5 6 7 8 TOP TIER EL. 33'-6" THIRD TIER EL. 23'-0" SECOND TIER EL. 12'-6" O O O 0 0 0 0 0 0 224' 6" 2/ 18'-0" / 30'01 36'-0' 36'0" 30-0" / // JEFFERSON STREP GROUND TIER EL. 0'-0" // ISOMETRIC 0 TOP TIER PLAN 51 8'-6" WIDE SPACES - CITY PROGRESS PRINTING MAY 24, 2016 OWNERS AND/OR SUBS LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE (n 0 z J DES PLAINES 6 PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BPN SHEET TITLE: TOP TIER PLAN B-204 1 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 3 4 5 6 7 8 Page 11 of 15 31 -7419 -00 -DES PLAINES CIVIC CENTER PARKING STRUCTUREWCAD\O5-ARCH\7419D-201.DWG 5/25/2016 10:47:54 AM E D c B A 2 3 4 5 6 7 8 TIER PARKING AREA PARKING STRUCTURE AREA STAIR/ELEVATOR STAIR STAIR AREA (SQ.FT.) CAR COUNT GROUND 38862 654 321 315 40152 84 SECOND 40802 654 321 315 42092 101 TOP 38502 654 321 315 39792 107 TOTAL 118166 1962 963 945 122036 292 EFFICIENCY = 405 SQ FT/STALL \i \ \<\ 0,0 RO NG DOOR \\\ \\\ \\\\\\\ \\\\\\\ 38862 SQ FT 114 SURFACE SPACES1 f/ 654 SQF1 TOP TIER EL. 27'-10" SECOND TIER EL. 16-6" GROUND TIER 3 OVERSIZED SPACES - POLICE 24 8'-6" WIDE SPACES - POLICE 53 8'-6" WIDE SPACES - CUSTOMERS AND CITY 4 ACCESSIBLE SPACES - CUSTOMERS AND CITY 84 TOTAL SPACES A6 GROUND TIER PLAN 10' 20: 40: PROGRESS PRINTING MAY 25, 2016 OWNERS AND/OR SUB'S LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE 0 z DES PLAINES PROJECT NO 31-7419.20 SHEET TITLE: GROUND TIER PLAN D-201 1 2 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 4 4 5 6 7 8 Page 12 of 15 31 -7419 -00 -DES PLAINES CIVIC CENTER PARKING STRUCTUREWCAD\O5-ARCH\7419D-202.DWG 5/25/2016 10:40:12 AM E D B A 1 2 3 4 5 6 7 8 o o \\ � 1 t )0-\ \\\\ \\\<\v\\ \\41.#‘ d\— \ B5 SECOND TIER PLAN 0 8' 16' 32' 98 8'-6" WIDE SPACES - CITY 1/16'=1 -0" 3 ACCESSIBLE SPACES - CITY 101 TOTAL SPACES NORTH TOP TIER EL. 27'-10" SECOND TIER EL. 16-6" GROUND TIER EL. 0'-0" ISOMETRIC PROGRESS PRINTING MAY 25, 2016 OWNERS AND/OR SUB'S LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE in 5 DES PLAINES 0 PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BFN SHEET TITLE: SECOND TIER PLAN D-202 1 I 2 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 4 4 5 6 7 8 Page 13 of 15 31 -7419 -00 -DES PLAINES CIVIC CENTER PARKING STRUCTUREWCAD\O5-ARCH\7419D-203.DWG 5/25/201610'44:40 AM E D C B A 2 3 4 5 6 7 8 \ c70\>\ \\\\\ \\\\\\\\\\ \ TOP TIER EL. 27'-10" +2T-10^ �.a TIERo�A� B5 TOP PLAN 107 8'-6" WIDE SPACES - CITY 0 8' 16' 32' 1/16" = 1'-0" SECOND TIER EL. 16-6" GROUND TIER EL. 0'-0" ISOMETRIC PROGRESS PRINTING MAY 25, 2016 OWNERS AND/OR SUB'S LOGO DES PLAINES CIVIC CENTER PARKING STRUCTURE 0 DES PLAINES 0 PROJECT NO 31-7419.20 DRAWN BY: JPD CHECKED BY: BPN SHEET TITLE: TOP TIER PLAN D-203 1 2 1 3 Copyright 2012. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. Attachment 4 4 5 6 7 8 Page 14 of 15 Civic Center Parking Garage Alternative Analysis Car Counts O•tion A Option A-1 Option B Option B-1 O•tion D Option D-1 Levels 4 3 4 3 3 2 Total Car Count 274 204 264 196 292 187 Remaining Surface Parking 65 65 65 65 0 0 Total Parking Spaces 339 269 329 261 292 187 Parameters Estimated Total Construction Cost* $8,080,380 $6,031,245 $7,726,840 $5,782,040 $8,857,200 $5,808,000 Estimated Cost Per Stall $29,490 $29,565 $29,268 $29,500 $30,333 $31,059 Parking Efficiency (s.f./car) 390 391 370 372 405 413 Existing Civic Center Parking Location # of Spaces East Employee Lot 27 West Employee/Police Lot 70 Garage, Ground Level 23 Garage, Police Secured 20 Garage, Elevated Level 48 188 Attachment 5 Page 15 of 15 DEs PLAINES ILLINOIS Date: June 27, 2016 To: Mayor and Members of City Council From: Michael G. Bartholomew, ICMA-CM, City Manager Subject: Discussion of Rescindment of Resolution R-206-15 CITY MANAGER'S OFFICE 1420 Miner Street Des Plaines, IL 60016 P: 847.391.5300 desplaines.org Aldermen Rodd, Haugeberg and Charewicz have requested that a resolution be placed on the July 5, 2016 City Council Agenda to Rescind Resolution R-206-15, which limits the City's spending on the use of the City logo and tagline. Attachment: Resolution R-106-16 Page 1 of 3 CITY OF DES PLAINES RESOLUTION R - 106 - 16 A RESOLUTION RESCINDING RESOLUTION R-206-15 REGARDING EXPENDITURES FOR USE OF THE CITY'S LOGO AND TAGLINE. WHEREAS, on December 21, 2015, the City Council adopted Resolution R-206-15 related to the use and implementation of a marketing strategy to use a City logo depicting the interlocking letters "DP" within a circle and the tagline "Good Move" ("Logo and Tagline"), for the purpose of encouraging businesses and individuals to relocate to and remain in the City; and WHEREAS, Resolution R-206-15 limited, subject to the City's existing contractual obligations and without disrupting the City's operations, the expenditures made by the City on the implementation and use of the Logo and Tagline pending the results of an anticipated advisory referendum; and WHEREAS, Resolution R-206-15 specifically provides as follows: The City Council hereby directs the City Manager (a) not to enter into any new agreements with any consultant, contractor, or vendor for the use, implementation, or dissemination of the Logo and Tagline; (b) to suspend or limit all services or work under existing agreements with consultants, contractors, and vendors for the use, implementation, or dissemination of the Logo and Tagline, (c) not to install any new "gateway" signs using or depicting the Logo and Tagline; and (d) to otherwise limit the use and dissemination of the Logo and Tagline; provided, however, that the City Manager will implement these directions only to the extent that they do not violate the City's existing contractual obligations or materially disrupt City's operations WHEREAS, there is no planned advisory referendum on the use of the Logo and Tagline and the Council desires to remove the restrictions imposed by Resolution R-206-15; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Des Plaines, Cook County, Illinois, in the exercise of its home rule powers, as follows: SECTION 1: RECITALS. The foregoing recitals are incorporated into, and made a part of, this Resolution as findings of the City Council. SECTION 2: RESCISSION OF RESOLUTION R-206-15. The City Council hereby rescinds Resolution R-206-15. SECTION 3: EFFECTIVE DATE. This Resolution shall be in full force and effect from and after its passage and approval according to law. [SIGNATURE PAGE FOLLOWS] Attachment 1 Page 2 of 3 PASSED this day of , 2016. APPROVED this day of , 2016. VOTE: AYES NAYS ABSENT MAYOR ATTEST: Approved as to form: CITY CLERK Peter M. Friedman, General Counsel DP -Resolution Rescinding Resolution R-206-15 #38017884_v1 Attachment 1 Page 3 of 3