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O-07-38r IIIIIIIIIIIIIIl IIIIIIIIIIIIIIIIIIIIIl llllllllllfllllllllllllll llllllllllllllllll Image" 043669170063 Type: ORD I Recorded: 08/06/2008 at 01:08:33 PM l Receipt #: 2008 - 00041529 STATE OF ILLINOIS Total Amt: $70.00 Page 1 of 63 IL Rental Housing Fund: $0.00 Lake County IL Recorder COUNTIES OF LAKE AND COOK ) SS Mary Ellen Vanderventer Recorder File6378446 VILLAGE OF DEERFIELD ) The undersigned hereby certifies that she is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake and Cook Counties, Illinois, and that the attached is a true and accurate copy of Ordinance 0-4-38, an Ordinance Authorizing an Amended Special Use to Allow a Building Addition and Site Renovations for North Shore Chinese Church at 1250 Waukegan Road Dated this August 4, 2008 �-� " J� .o�000000�� , c� v S E A) L, .r , 1 J 1) C k E . DAVIS Vil age Clerk Submitted by: Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -38 AN ORDINANCE AUTHORIZING AN AMENDED SPECIAL USE TO ALLOW A BUILDING ADDITION AND SITE RENOVATIONS FOR NORTH SHORE CHINESE CHURCH AT 1250 WAUKEGAN ROAD PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 3rd day of December , 2007. Published.in pamphlet forme by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 3rdday of December , 2007: 4r VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -38 AN ORDINANCE AUTHORIZING AN AMENDED SPECIAL USE TO ALLOW A BUILDING ADDITION AND SITE RENOVATIONS FOR NORTH SHORE CHINESE CHURCH AT 1250 WAUKEGAN ROAD PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 3rd day of December , 2007. Published.in pamphlet forme by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 3rdday of December , 2007: VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -38 AN ORDINANCE AUTHORIZING AN AMENDED SPECIAL USE TO ALLOW A BUILDING ADDITION AND SITE RENOVATION FOR NORTH SHORE CHINESE CHURCH AT 1250 WAUKEGAN ROAD WHEREAS, North Shore Chinese Christian Church (the "Applicant ") is the owner of certain property commonly known as North Shore Chinese Church at 1250 Waukegan Road and legally described on Exhibit A attached hereto (the "Subject Property") and has petitioned the Village of Deerfield pursuant to Article 4.01 -C, Paragraph 4 and Article 13.11 of the Zoning Ordinance of the Village of Deerfield for approval of a 2 -level building addition containing approximately 17,467 square feet of new floor area and consisting of the expansion of the existing sanctuary, the addition of a new west wing and a new north wing to the existing building, the demolition of the existing 5,140 square foot parsonage and garage, together with certain site improvements and modifications, as an amendment to the Special Use for the Subject Property'in the R - :1 Single- Family.Residence; and, WHEREAS, the Plan Commission of the. Village of Deerfield held a public hearing on n October 11, 2007 to. consider said application; said hearing being held pursuant to public notice duly given and published as required by statute and conforming in all' respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning. Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the . testimony, documentary evidence and supporting materials offered at said public hearing, filed its report with the President and Board of Trustees containing its written findings of fact and recommendation that Applicant's request for approval of a 2 -level building addition containing approximately 17,467 square feet of new floor area and consisting of the expansion of the existing sanctuary, the addition of a new west wing and a new north wing to the existing building, the demolition of the existing 5,140 square foot parsonage and garage, and certain site improvements and modifications related thereto (the "Church Additions "), be authorized as an amendment to the Special Use for the Subject Property in the R -1 Single - Family Residence District pursuant to Article 4.01 -C, Paragraph 4, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the best interests of the Village will be served by the authorization and approval of the Church Additions as an amendment to the Special Use for the Subject Property to the extent herein provided;. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the President and Board of Trustees do hereby affirmatively find that the Church Additions to the Subject Property fully comply with the requirements and standards for special uses set forth in Article 4.01 -C, Paragraph 4 and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 2: That the President and Board of Trustees do hereby authorize and approve a �2 =level building addition- containing approximately 17,467 square. feet of .new floor area and consisting of the expansion- of the existing sanctuary, the addition of a new west wing and a new north wing to the existing building, the demolition of the existing 5,140 square foot parsonage and -4= C garage, together with certain site improvements and modifications related thereto, as an amendment to the Special Use for the Subject Property in the R -1 Single- Family Residence District. SECTION 3: That the approval and authorization of said amended Special Use is hereby granted subject to the following additional conditions, restrictions and regulations: (i) the expansion, development and use of the 2 -level building addition containing approximately 17,467 square feet of new floor area and consisting of the expansion of the existing sanctuary, the addition of a new west wing and a new north wing to the existing building, the demolition of the existing 5,140 square foot parsonage and garage, and certain site improvements and modifications related thereto, shall be in accordance with the plans and documents attached hereto as Exhibit B; (ii) compliance with all representations submitted and made by the Applicant to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield; and, (iii) compliance by the Applicant with the terms of this Ordinance and with all other applicable provisions of the Zoning Ordinance of the Village of Deerfield. SECTION 4: That the amended Special Use as hereby authorized shall be binding upon and inure to the benefit of the Applicant and to Applicant's successors, grantees, transferees and assigns, and any violation of the conditions herein set forth by the Applicant or its successors, grantees, transferees or assigns shall authorize the revocation of the amended Special Use as hereby authorized. SECTION 5:. That the Village Clerk is hereby authorized and directed to publish this Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's expense. -5- R. 1 SECTION 6: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 7: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 3rd day of December 2007. AYES: Benton, Jester, Rosenthal, Seiden, Struthers (5) NAYS: None (0) ABSENT: Feldman (1) ABSTAIN: None (0) APPROVED this 3rd ATTEST: Vill ge Clerk day of December. M2 2007. 'tZ 'U'41- Village President P46Tew(. r EXHIBIT A PARCEL 1: THAT PART OF THE SE % OF THE NE % OF SECTION 29, TOWNSHIP 43, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT IN THE WEST LINE OF THE SE % OF THE NE % OF SAID SECTION 29, 468.21 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE NORTH ALONG SAID WEST LINE A DISTANCE OF 100 FEET; THENCE EAST TO THE CENTER OF THE PUBLIC HIGHWAY; THENCE SOUTH 26 DEGREES EAST ALONG THE CENTER LINE OF SAID PUBLIC HIGHWAY TO A POINT DUE EAST OF THE PLACE OF BEGINNING; THENCE WEST TO THE PLACE OF BEGINNING, IN LAKE COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE SE % OF THE NE % OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING ON THE WEST LINE OF THE SE % OF THE NE % OF SAID SECTION 29, 22.27 RODS NORTH OF THE SOUTHWEST CORNER THEREOF; RUNNING THENCE NORTH ON SAID WEST LINE 100.755 FEET TO A POINT 468.21 FEET NORTH OF THE AFORESAID SOUTH WEST CORNER; THENCE EAST PARALLEL WITH THE SOUTH LINE OF THE SE % OF THE NE % TO A POINT IN THE CENTER OF THE PUBLIC HIGHWAY WHICH POINT WOULD BE 468.205 FEET NORTH OF THE SOUTH LINE OF THE SAID SE % OF THE NE %; THENCE SOUTH 26 DEGREES EAST ALONG THE CENTER OF SAID PUBLIC HIGHWAY TO A POINT, WHICH POINT WOULD BE THE POINT OF INTERSECTION OF A LINE DRAWN EAST FROM THE POINT OF BEGINNING TO THE CENTER OF SAID PUBLIC HIGHWAY; THENCE WEST FROM SAID POINT TO THE POINT OF BEGINNING (EXCEPT THEREFROM THE RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY). PARCEL 3: ALL THAT PART OF THE SE % OF THE NE % OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN LYING SOUTH OF AND ADJOINING PARCEL 1 AND NORTH OF AND ADJOINING PARCEL 2, IN LAKE COUNTY, ILLINOIS. PARCEL 4: ALL THAT PART OF THE SE % OF THE NE % OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 12, LYING SOUTH OF AND ADJOINING THE SOUTH LINE OF PARCEL 2, AND NORTH OF AND ADJOINING THE NORTH LINE OF RIX- RAMSKILL SUBDIVISION BEING A SUBDIVISION OF PART OF SAID SE % NE % OF SAID SECTION 29, SAID SUBDIVISION RECORDED APRIL 5, 1961 AS DOCUMENT NO. 1103973, AND SAID NORTH LINE EXTENDED EAST TO THE CENTER LINE OF THE PUBLIC HIGHWAY. (EXCEPTING THEREFROM THE RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY) IN LAKE COUNTY, ILLINOIS. Exhibit B Documents Incorporated as Part of the Amended Special Use for North Shore Chinese Christian Church 1. GIS Consortium Map of the North Shore Chinese Church property and neighborhood, dated 10/05/2007. 2. Letter dated September 17, 2007 from Christopher Johnson, Fire Marshal of the Deerfield - Bannockburn Fire Protection to Mr. Chris James of MDM Design Group regarding 1250 Waukegan Road site plan. 3. 52,-page submittal for North Shore Chinese Church by MDM Design Group, Inc. dated September 27, 2007 regarding Proposed Addition consisting of renderings, land survey, site plan, north, south, east and west elevation renderings, floor plans, civil engineering plans, site electrical and photometric plan, landscaping plan, traffic and parking report and related materials. . I GIS Consortium Map Office Print Page Page 1 of 1 EX, E3 1 0�' file:// S:\ CommDev\KathleenVonOhlen\Aerial Photos \ChineseChurch.100sc.htm 10/5/2007 r� ' a tQ Deerfield- Bannockburn Fire Protection District 500 Waukegan Road • Deerfield, Illinois 60015 • (847) 945.4066 • Fax (847) 945 -8951 September 17, 2007 Mr. Chris James MDM Design Group Inc. 1016 West Lunt Ave. Schaumburg, IL 60193 RE: 1250 Waukegan Road site plan' Dear Mr. James: The Fire Prevention Bureau has completed the preliminary site plan review for the proposed premises, under the International Fire Code (2000 Edition) guidelines fisted in Section 503, "Fire Apparatus Access Roads," The following should answer any questions or concerns regarding emergency vehicle access: 1. The proposed site plan meets all requirements for emergency vehicle access to the site. 2. A complete plan review will be done when construction. plans are submitted. A complete life safety plan review will be done when complete construction plans and documents have been submitted to the fire department. Have a safe day. Christopher Johnson Fire Marshal - cc: Village of Deerfield — Clint Case . m North Shore Chinese Christian Church MPM Peeign Group, Inc. September 2"7, 200'7 Proposed Addition 1250 Waukegan Road Peerfield, Illinois 60015 Table of Contents CoverSheet ................................................................................. .............................Pg 1 Tableof Contents ...................................................................... ............................... Pg 2 WrittenDescription ....................................................................... ............................Pgs 3 -7 Traffic & Parking Report ............................................................... ............................Pgs 8 -32 MaterialSample Photos ............................................................... ............................Pgs 33 -34 Renderings................................................................................... ............................Pgs 35 -36 Plat of Survey (by R.E. Decker) ................................................. ............................... Pg 37 SitePlan (Al) ............................................................................... .............................Pq 38 Upper Level Floor Plan ( A2) ........................................................ .............................Pg 39 Lower Level Floor Plan (A3) ...................................................... ............................... Pg 40 North & East Elevations ( A4a) ..................................................... .............................Pg 41 South & West Elevations (A4b) ................................................... .............................Pg 42 Civil Engineering Cover Sheet (Cl) ............................................. .............................Pg 43 Civil Engineering Existing Site Plan (C2) .................................... .............................Pg 44 Civil Engineering Site Demolition Plan (C3) ................................ .............................Pg 45 Civil Engineering Site Dimensioning Plan (C4) ........................... .............................Pg 46 Civil Engineering Site Utility Plan (C5) ........................................ .............................Pg 47 Civil Engineering Site Grading Plan (C6) .................................... .............................Pg 48 Civil Engineering Details Sheet (C7) ........................................... .............................Pg 49 Civil Engineering Soil Erosion Control Plan (C8) ........................ .............................Pg 50 Site Electrical /Photometric Plan ( E1) ........................................... .............................Pg 51 LandscapingPlan ( Li) ................................................................. .............................Pg 52 Ovd . 0-0-i-5-3a Ex- 3 3•2- oP 3 North Shore Chinese Christian Church 1250 Waukegan Road Deerfield, IL 60015 September 27, 2007 Introduction The North Shore Chinese Christian Church ( NSCCC) has provided valuable cultural and spiritual education to a variety of people residing in the "near north shore" of Lake County since May 25, 1989, when it purchased the current site at 1250 Waukegan Road. NSCCC holds a Mandarin Sunday Worship Service at 9:30 am and an English Sunday Worship Service at 11:15 am. Children's Sunday School programs run concurrently with the worship services. Often, worshippers stay after services for fellowship and lunch. Proposed Project Objectives NSCCC has performed a multi -year study of their existing facility and determined the following immediate and long -term needs: • More and larger classrooms for Children's Sunday School. • A lobby area adequate to relieve congestion before, between, and after Sunday Worship Services. • Handicap access to the Sanctuary, handicap access between the lower and upper levels of the Sanctuary building, and handicap accessible toilet facilities. • A multi - purpose space for (1) dining and (2) recreational activities including basketball and volleyball. • Replacement of the Parsonage with office and adult classroom space connected to the Sanctuary building and replacement of the Garage with storage space connected to the Sanctuary building. Proposed Master Plan A two -level addition at the west end of our current Sanctuary building will add new Lobby space, Children's Sunday School space, and Multi- Purpose dining and recreational space. The addition will also replace Parsonage office and adult classroom space and Garage storage space; the Parsonage and Garage will be demolished. The design, detailing, massing, building materials, and feel of the addition will complement the existing Sanctuary building. Specifically, the addition includes a small extension to the existing Sanctuary building (a choir supply room and an audio - visual technician room in the upper Sanctuary building extension and mechanical and storage rooms in the lower Sanctuary building extension), a lobby (an upper lobby with coat closet and a lower lobby with a large storage room for MPR furnishings), a west wing (with a multi - purpose room in the upper west wing and children's Sunday School classrooms in the lower west wing), and a north wing (with office space in the upper north wing and adult classrooms in the lower north wing). A new northwest entrance will replace the existing entrance and include an elevator at ground level for handicap access to the building and to both levels of the expanded Sanctuary. The addition has the same two levels as the existing Sanctuary. The north wing includes bathrooms on both levels (including handicapped accessible toilets on both levels) and the west wing includes a family bathroom. C -3 cod' 3 North Shore Chinese Christian Church September 27, 2007 Page 2 of 5 Compatible with Existing Development The proposed expansion is designed to improve the facilities for NSCCC's existing Children's Sunday School, provide an adequate lobby area, support handicap access to the building and within the building, provide multi - purpose dining and recreation space for children, youth, and adults, and connect space that was previously provided in separate Garage and Parsonage buildings across the parking lot from the Sanctuary. Thus, NSCCC's proposed expansion supports child and youth development, handicap accessibility, church member interaction, and parking lot safety — all compatible with the surrounding residential development. On weekdays during office hours, up to four NSCCC staff members are typically at the church, and their activities and traffic impact are negligible. Most of the church's activities occur on Sundays, and typical activities and their enrollments are listed below. Activity Name Typical Attendance (activities are weekly year -round unless otherwise noted ) Day and Time Chinese Bible Study 25 adults bi -week) ear -round Wednesdays 9:30a -1 Chinese Prayer Meeting 10 adults Wednesdays 7:30p-9p Choir Rehearsal 25 adults Thursdays 7:30p-9p Youth Group 6 students and 3 adults Fridays 7:30p-9:30p Worship Band Rehearsal 6 adults Saturdays 9a -12 Mandarin Worship Service 95 adults Sundays 9:30a -11 a Children's Worship Service 35 children and 5 adults Sundays 9:30a -11 a Adult English Sun. Sch. 5 -10 adults Sundays 9:30a -11 a Jr. and Sr. High Sun. Sch. 5 students and 1 adult Sundays 9:30a -11 a English Worship Service 80 adults Sundays 11:15a -12:30 Children's Sunday School 65 children and 6 adults Sundays 11:15a -12:30 Adult Mandarin Sun. Sch. 50 adults Sundays 11:15a -12:30 Sun. Receptions/Lunches 80 adults and 50 children Sundays 12:30p-1:30p Chinese Language School 50 children and 20 adults I (weekly school-year-only) Sundays 1:30p-5p Deacon Board Meeting 12 adults month) ear -round Sundays 1:30p-5 Enrollment numbers are not expected to rise significantly after the proposed addition is constructed. As the age of the children in the church increases, however, their demographics are expected to shift. Currently, there are about 65 elementary -aged children and about 6 junior and senior high students in attendance during a typical week. In five to ten years, the elementary -aged children will be entering junior and senior high, and the proposed church facilities are designed to support healthy, productive activities for these future teenagers. Lot of Sufficient Size For the addition, the Parsonage and the Garage will be demolished and the new building footprint will be expanded. The table below summarizes the lot coverage areas and the floor areas for the project. �x.g3�0(23 North Shore Chinese Christian Church September 27, 2007 Page 3 of 5 Existing Parsonage & Garage Footprints Not Included In This Calculation (approx. 2,883 sq ft to be demolished) � � � 5 `�°' �i"c@k�•�� FaRr �x� .. � .., Floor ,Area . �:M Af�� N= Existing Site Area 107,851 sq ft {1Bulldina'Info Maximum Floor Area Ratio Allowable (40 %) 43,140 sq ft Existing Lower Level 3,231 sq ft Floor Area of Church" Proposed New Lower Level Floor Area of 8,823.50 sq ft Lower Lever Church Total Lower Level Floor 12.054.50 so ft s i Area of Church: Existing Upper Level 3,231 sq ft Rte Floor Area of Church" Proposed New Upper mob. Level Floor Area of 8,823.50 sq ft Upoer`Lev' Church x Total Upper Level Floor 12,054.50 sa ft Area of Church: . A" . Existing Floor Area 6,462 sq ft I New Floor Area 17,647 sq ft GrandiTotal., `Area j Grand Total Building Floor Area: 24109sgft Grand Total Floor Area Ratio: 22.35% "Existing Parsonage & Garage Floor Areas Not Included In This Calculation (approx. 5,140 sq It to be demolished) North Shore Chinese Christian Church September 27, 2007 Page 4 of 5 Traffic The proposed addition will not pose a greater traffic burden to the area since there are no changes to the Sunday Worship schedule and the peak loads are on Sundays when traffic to surrounding businesses and nearby schools is very light. See attached traffic and parking report for more information. Parkina and Access After the expansion, the Sanctuary will have 224 pew seats (estimating 18" of pew per seat), which would require at least 56 parking spaces. After construction, there will be at least 91 standard and 4 handicap parking spaces. For comparison purposes, the Sanctuary currently has 182 pew seats (estimating 18" of pew per seat), which would require at least 45 parking spaces. There are currently 120 standard and 2 handicap parking spaces. There are no revisions to the site access. The entrance to the site will remain from Waukegan Road. See attached traffic and parking report for more information. Effect on Neighborhood The proposed addition will complement the existing Sanctuary aesthetically, support child development with improved Children's Sunday School and indoor recreation facilities, provide handicap accessibility, facilitate interaction between church members, and increase parking lot safety. The church has historically enjoyed a cordial, mutually - beneficial relationship with its neighbors, which is expected to continue during the proposed construction and afterwards. Adequate Facilities Adequate water, sewer, and electrical loads will be provided via access points along Waukegan Road. Fire equipment access to the site will be provided, and the site plan has been approved by the Fire Marshal. Drainage at the site is being provided through careful grading. Adequate Bufferina New and existing landscaping and trees along the northern and southern border of the site will provide improved screening and buffering as shown on the landscaping plan. Improved screening of the existing dumpster is provided with a new masonry enclosure that mimics the architectural details of the proposed addition. North Shore Chinese Christian Church September 27, 2007 Page 5 of 5 Attached Drawings and Images Traffic & Parking Report As Prepared by Gewalt- Hamilton Associates, Inc. Material Sample Photos Renderings Rendered Elevations (by Image Grille, SDS) Survey Plat of Survey (by R.E. Decker, P.C.) Architectural Al Site Plan A2 Upper Level Plan A3 Lower Level Plan A4 Elevations Civil C1 Cover Sheet, Notes C2 Existing Site Plan C3 Site Demolition Plan C4 Site Dimension Plan C5 Utility Plan C6 Grading Plan C7 Details CS Soil Erosion Control Plan Electrical E1 Site Electrical /Photometric Plan Landscaping L1 Landscaping Plan Q` C • O �. EX.C��cF'� TRAFFIC PLANNING STUDY To: Ms. Sylvia Chen . North. Shore Chinese Christian Church From: Daniel P. Brinkman, P.E.,, PTO . Date: September 1:9,, 2007 Subject: Proposed.Church:Expansion North Shore Chinese Christian Church 1250 Waukegan Road Deerfield, Illinois G'EWALT HAN41LToN ASSOCIATES, INC. Consulting- Engineers. and Surveyors Civil, Municipal,, & Traffic B20 Lakeside Drive, Suite 5 Gurnee, Illinois 60631 tel.847 855 1:A0 tax 841 855 i 115 www.gha- enginee.rs.com PART 1. PROJECT CONTEXT AND SUMMARY STATEMENT GEWALT HAMILTON ASSOCIATES; .INC, (GHA) has. investigated the traffic. planning requirements of. the proposed church expansion on the North Shore Chinese Chr stian' Church (NSCCC) site at: 1250' Waukegan Road in the Village of Deerfield, Illinois (see .Exhibit 1). Currently the approximately 2.5- acres site is occupied by an approximately 6,500 square foot church building as well. as a single family residence (currently used. a:s a parsonage) and a frame garage. Per the August 23, 2007 site plan prepared by MDM Design .Group, Inc. (MDM) (See Appendix 1) the current parsonage and garage will be demolished and an approximately 17,650 square: foot addition .will :be constructed. The current access drive on Waukegan Road will be inaintained. as will the majority of the existing parking lot. Our study findings -are discussed below and various recornmendations are offered for your consideration Exhibits referenced in the text are centrallyaocaied, in the Technical Addendum at the end of this report. Briefly summarizing, wes believe that the additional traffic generated by the proposed ,development. represents a negligible impact to the existin&roadway system: PART 2. BACKGROUND INFORMATION' Roadway Network Discussion Waukegan Road (IL RTE:43) is a niajor.north -south route in the site vicinity under the jurisdiction of the Illinois DeparGnent ofTransportation (IDOT):but maintained:by the Village. Waukegan is :ilot classified as a Strategic Regional' Arterial (SRA), route. Along the site frontage, Waukegan provides two travel lanes in each direction separated by a painted "double yellow" median. No separate turn lanes are provided at the access or adjacent local streets. The posted, speed limit on Vi/aukegan at Hie site is 3S - mph. Ecluhit. 2 provides a.photo inventory of current- operations at,ft site access. Main Office; 850 Forest. Edge Drive. Vernon Hills. Illinois 60061' i F_ ;K of 3 Noah Shore. Od#ese Chilstian Ctiui-ch 1250 Iffaukegan Road Deerfield, IL Existing Traffic GHA conducted; Sunday (8:30. ,am :::00 pm) and weekday :Evening (4:00 -6:00 pm) ; peak period traffic counts in the site vicinity on Sunday August. 26`h' `and Wednesday September: 5`" respectively. These times were chosen, 'because they will coincide 'with the, highest combination. of background and anticipated site generated traffic, Exhibit 3 i1.lustrafe.s: the existing peak hour volumes as well as the 2005 Annual Average Daily Traffic (AADT)•vol'ume for Waukegan Road as published owfhe,IDOT website. No 'unusual delays occurred during the counts such as' foul weather fe.g, heavy snowfall :or rain), road construction,, or emergency vehicle activity that would adversely affect the volumes: or travel.. patterns. Note that we did observe occasiohs' during the evening Peak when southbound-trqffic gtreued north f •oni the ti-of c signal at Greenivood 16 -the site entr6 ee. Existing traffic count data is provided: in Appendix H.. Baseline Traffic To help ensure`that. additional regional traffic growth 'is considered in our analyses, GHA developed. the. 2013 Baseline traffic projections. The Baseline traffic assumes non- project traffic :growth in thtou gh. volumes along Waukegan Road at.a: rate of 1.5 % .per year:for a period of 5. years: after the anticipated construction is completed. The: resulting Baselie traffic volumes are illustrated in Evhibit f. Parking Observations GHA conducted parking counts at the site concurrent. with. Elie `traffic counts. There are currently 125 marked spaces on the NSCCC site including 2 Handicapped Accessible spaces. The following table summarizes the existin&parking observations: Date Time Occupied. Available: Sunday August 26,. 8 :30 am 124 78' 10:30 am 4:7 78. 1110 ani 73 52 12:30 pm 68 • - 57 1:00: Wednesday Sept 5, 2007 4;00 pm 2, 123 5:00 pm 2 123 1 Parking demand peaked at 74 spaces at .I M pm based.bn our observations.. These resulis.indicate a peak observed demand of approximately `0:41 spaces per.seat. Gewalt.Hamilton Associates, Inc; — Page 2' Ex. aC 3 North Shore Chinese Christian Chatr'.ch 1250; Warrkegatr.Road Dee t f eld. IL PART 1 PROJECT TRAFFIC CHARACTERISTICS Traffic Generations Typically, the anticipated traffic volumes for a development are based on information published by the Institute of Trainsportation Engineers:(ITE) in the manual Trip Generation. However; when expanding an existiog;use, we. shake every effort'to utilize local traffic Baia for our analysis: Tabulated in Part A.1 of Exhibit ,5. summarizes the traffic volumes observed at the existing site by014A in August and- September ?007. Part A.2 4tabulates the traffic volumes that would expected. fora church with '182 seats and 6,462 :gross square feet of'space based in information published.;by the. L.TE. Note thac'the ITE volumes are higher for the same size building. To, help ensure that the maximum traffic impacts of the proposed. expansion are! considered, we utilized the higher published rates for .estimatng additional traffic generated by theproposed expansion, which is tabulated in Part A.4: Project Future traffic volumes at.the, site driveway, (i.e. EaiSting, plus Expansion 'Traffic) are tabulated in Part A.5: Trip Distribution Part,.B 6f'Exhibit.5 summarizes the anticipated directional distribution of NSCCC traffic Based on the observed traffic patterns which z we do not anticipate to change as :a function of the expansion, slightly more traffic is destined to and from the south along!Waukegan Roads Use of Wat Mdk'Laine to the.east is expected to be negligible. Property Access The existing access to Waukegan. Road will be 'maintained with the :expansion.. Currently the access extends west into the current parking lot., The footprint. of the proposed expansion will result: in a. new internal curve to the north once traffic has entered the site. The proposed curve design is sufficient to accommodate, service vehicles (Le. refuse collection) as well as emergency vehicles and parishioners comfortably: While .the: modified driveway cuiye. will direct traffic towards the neighbors. to the north (Ivy. Court' Subdivision) there is an existing fencez and tree 'line along most of the 'botindary. Additional landscaping is proposed to further minimize any intrusion of headlights. Gewaft Handlion Associates, Inc. — Page:3 068. O P-x . E3 3, is of 3 PART 4. EVALUATION Traffic Assignments Nbrih Shone Chinese Christian Church 1250 Waukegan Road Deerfrekl, IL The additional traffic generated by the proposed expansion: was "assigned "'to the adjacent :roadways via the Waukegan Road' access based on the project characteristics (see .Exhibit 5). Additional NSCCG traffic is illustrated in E hibii 6 and combined d: with. the: Baseline Traffic: (see Exhibit 4) to yield the 2013 Future traffc assignindint, wMch is presented,_in Ea ibit 7: Intersection. Capacity Analyses Capacity analyses were conducted at the a NS000 site `access drive. The analysis parameters are listed in Part l of Exhibit 8, as published in the Transportation Research Board °'s (TRB) 2000 Highway Capacity Manual .(HCM),, At signalized intersections, Level of Service (LOS) reportst operations using the letter designations "A" (best) th rough.- "F" (worst) and measures the average control delay per vehicle in, seconds. Usually, LOS C is referred io as providing: "design" operations and LOS D is the lower threshold of "acceptable'! operations.: LOS E and F are usually :considered as being, "unacceptable ". At unsignalized. intersections, the HCM methodology reports the .results differently for Two -Way :Stop- y Controlled (TWSC) or All -Way Stop. Controlled:(AWSC) intersections. For TWSC.intersections, LOS is reported for conflicting. movements on the:major street�(i e. leis turns: onto the minor approach) and for each movement on the stopped approach. Approach "control delay" is also reported in - seconds per, vehicle; Results of AWSC analyses are slightly different. LOS :is reported for each :stopped. approach;as well as an average overall intersection "control delay" in seconds�,per vehicle. LOS Card D continue to be considered "design" and " acceptable" operations respectively. The :current travel lanes and operations were used for. testing the impacts of both development and non- development traffic growth. Exhibit 8 Part IT summarizes the.results. As can be seen, all movements into and out of the NS000 site are expected to .operate at or above: the "Design" LOS C with one exception. During the Evening. Peak Hour, regional,. growth in through traffic: will .result In longer `than desirable delays: .However, given. the low volume of traffic exiting the site during the Peak Hour, the anticipated queue: or vehicle stack is only,a;single vehicle on site'.. PART 5. SITE PLAN ELEMENTS Site Circulation As shown on the MDM site plan (See Appendix ]),.a one -way circulation pattern for pick =up / drop =off is. proposed at the new entrance. Furthermore, the one -way circulation .pattern ;through the parking lot will be maintained. Inbound traffic a will be separated from. outbound, traffic and the pick -up./ drop -off area by a painted.median. The site has been designed, to accommodate; a,AO'' fire truck. Geivalt HaMiltnn Associales .lnc, —Page a Oct . 6 - (fF6-3� Ems. 8 S. I1 (op -�3 Norlh.Shore Chinese:.Chris]iah ChIfl-ch 1250' Waukegan Road Deerfield, IL Pnrldng The MDM site plan illustrates 95 parkin& spaces,. including 4:Handicapped Accessible spaces. Parking required for the expanded . church must` be provided to meet the ordinance: as -a: place: of worship with:the focus on seating and secondly for assemblies and utilization of the proposed multi'- purpose room.: The following summarizes the requirements separately: 1. Place of Worship (Zoning.Ordinance sectioAQ2 .E.1.c) with a. requirement 0`l. space for,each.4 seats.. The. expanded NSCCC. worship area utilizes 'pews ,for seating, and based on the ordinance requirenient.of'18" per seat will accommodate ?52 worshippers. 252, seats @ l space / 4 teats: := 63 spaces required'. ?. Auditoriums and Places of Assembly' without fixed seating (Zoning Ordinance Section 8.02- E.5.b) with a requirement of 1. space per 3 occupants as: deterrriined:,by the Municipal Code. The proposed expansion includes 'a, 3,600 square foot multi- purpose :room with a maximum occupancy per fire code of 240 persons. 240 persons @ 1 space / 3 persons = 80 spaces required. So .long as the sanctuary `seating area and the multi= purpose room are :not occupied :simultaneously (not anticipated) there is more than sufficient parking on site to meet the Village'.s requirement.. Furthermore,. GHA has, projected. the anticipated parking demands of the: expanded facility. based ,on actual parking observations. Our existing count resulted in.a,ratio of cars to seats. of`0AL Assuming that future attendance patterns follow current observations we project a peak,parking, demand of`104 spaces or .9 more than are provided.. It is important to note that there was :a special- guest- speaker and outdoor. luncheon on site during our Sunday, -observations that increased attendance 'beyond typical Sunday: service. Service and Emergency Vehicle Operations It is our understanding that ihe'F re District has reviewed the MDNt.site plan and is satisfied with ,access for emergency vehicles and fire trucks. Service vehicles are typically limited to weekly visits (refuse collection) and can circulate the site without encroachment on the parking spaces. Some consideration . should be given to, the dumpster location and orientation. Pedestrian Links There 'is .currently a public ;sidewalk along the .entire Waukegan Road frontage. No pedestrian. link to Waukegan Road exists, nor is one planned: Should a pedestrian 'connection be desired, weL would recommend that it be constructed separate from the driveway (i.e. not as a carriage walk) to discourage impromptu pick -up / drop -off and. drop off maneuvers along the access drive.. Oeival! Hamiiton.Associaies; Ityc: — Page:.5 Ex. 31'2 If-IF Noi h Slrore.Chi ese Christian Clturelt 1250 Watikegan Road Deetfeld, IL PART 6.. SUMMARY .In closing; we.'believe that the additional traffic generated' by. the proposed expansion, represents a negligible impact to the area roadways and can be :readily accommodated by� the existing access drive without further modifications. Parking supply exceeds Village requirements and .should 'be sufficient'for nearly all uses and events. Sonpe. consideration should be given to staggered or additional services on peak holy and or holidays (i.e::Easter, Christmas, etc):. PART 7. TECHNICAL ADDENDUM. The following Exhibits were referenced. They provide technical support for our observations, findings, and recommendations discussed.in the text., 3935:900 NSCCC TPS= 091,907APC .Exhibits: L Site.Location Map 2. Phioto liz>>eritory .3. Existing Traffic 4.1 Baseline Traffic S. Praject.Trafj`ic Characteristics 6. NSCCC`Expmtson Traffic 7., X01.3 Facture Traffic 8:. Intersection. Capacity Analyses Appendices: I. MDMSite Plan (reduced: to 1.417). II Existing Trafc 'Counts III. Capacity Analysis Printouts Gewalt Hamilton. Associates, Inc: —.Page 6 TECHNICAL ADDEND'UM' ° Proposed Facility Expansion — North Shore. Chinese Christian: Church =1250 Waukegan Road Deerfield, IL GEWALT HAWLTON ASSOCIATES, INC. Exhibit 1 Location Map: Looking east along access drive approaching wauKegan KOM GEWALT HAMILTON Exhibit 2 ASSOCIATES, INC. Photo Inventory. 00. 0--0r 3?S Ex. ES 3.1(0 or- 3 zo NSCCO 1121, (0) 601 d) CD* CO G EWALTIHAMILTO ' N ASSOCIATES, I N C.: .:Cj3 CY ,IV Not To'Scole Legend: (n) —PM Peak Hour 4:30—.5:30pm (XXl —SUN Peak Hour 1.0'-.45am I 1:45om XXX Annu al Average Pally Traffic {301,[23` Ln Exhibit 3 Existing Traffic Souroos: GH . A August / Seoteniher.2007 AADT = MOT 2005 Orcl - 0 _S� • i� - F) 0(__ OC a cu NSCCC j -1,121 'f0) ,(,3j 6! G ASSOCAA-TES, INC. N Not To Scale rLegend: op q --PM. Peak Rour 4:30"5.:30pm (xx I j --:SCJN Peak Hour 1,0:45dm-1,1:45am d. Annual Average gaily Traffic C) CO) �. t�os t�su T r-0- a.0 10 . w Exhibit 4 2013 Baseline Traffic Includes U% per year growth Ox-CA • (O-OF5-S<1S CZ-A. 6 3 - I �5 Oc- S Exhibit t 5 Project Traffic Characteristics: North Shore Chinese Christian Church -1250 Waukegan Road ..Deerfield, 1.111,nois Part A.'Trip Generations 13. Evening Peak Hour Sunday Peak Hour ITE Land (4:80 to 6:30'.PM) (1'0:45 ... 0:45 to. .1 1.:45P,M) NSCCC Site Use Code In Out Sum In Oa. Sum Existing Observations l..Alugust / Sept 2007 Church 456.0 • 182 Seats 6,462 sq. ft. 1 1 .2 45- 2s, 10 2. Expected Per ITE Published Data Church # 560 * 182 Seats 60 55 11.5 • 6,462 sq ft 2 2 4 3. Use higher rates -for projections, 4. Additional "Expansion" Traffic: 70 Seats • 17,650. sq ft 5. Projected Future Traffic -252 Seats. /24,1.00s9: ft. : . Part.B. Trip:Distilbution 'Route YVau,kegan Road Warrick Road 7 6 13. .8 7 is Diredti.o.n (To. /From).. . . .. Percent Use North of Site 45% South of Site 55% East of Wauke.gan negligible Total, = 100%. Source: ins.tkute of _Transportatlon Engineers (ITE), Trip, Generation Manual; 7th Edition,: GEWALT HAMILTON ASSOCIATES, INC.. oyj,- .0 -ors-34 —y . B 3 - I �i 0 f3 G EWALTH AMILTO N ASSOCIATE'S, INC. N NO To Scale -Lnend.-, .X) -N OIX); PM Peak. Hour 4.30 -5M pm OD x t 5 Mi -.4,5 am 'S Peak Hour 10:4,5am—,l 1 i45am An Z, WaintAck Ln Exhibit 6 Expansion Traffic Ova- - fix. fs -5.-20 Or M. `.1.10 1. ,N NSCCC t2411-M- G E WALTH AMILTo'N A S S O C I A T E S , I N C. Na O N Noi To Scale Ond: :(X)(,) PM Peak Hour 4:30-5':30prn IxXL Peak Hour 1.0445aM-1 1:45am XXX �. .---.�.,Annual Average Daily Traffic t— (26) F (30). LO I CO U) -- lh"R to Ln Exhibit 7 Future .2013 Traffic Ova- - O-OE;-3Es C- x - � S. Z ( ofd Exhibit 8 Intersection Capacity Analyses North Shore Chinese Christian Church.- 1250 Waukegan Road; Deerfield, Illinois: Part A. Parameters - Type of Traffic Confi'olf (Source: 2000 Highway Capacity Manual) I.1raff c Signals H. Stop Sign LOS Delay (sec ( veh) Description LOS. Delay (sec (:vehl A 510 All si nai p hases dear Welling ".v. ehicles vAthbut delay A Westbound B >10 ?and: <_:20 Minimal delay experienced on electisignalphases B >10 and !05 C >20 and S'35 Some delay: experienced on several.phases;;oiien used as design criteria C >15 and 5;25: D >35.and 55 Usually considered as the acceptable delay standard D >25 and 5 35 E . >55' and 5: 80 Very long delays.experienced.during theepeak hours E: >35 and: 50 'F >80. Unacceptable delays experienced throughout the peak hours F >50 7arf B. Results. LOS Per Movement By Approach Roadway C017CIItIOpS' Intersectlon t' Approach >. = bharOU Lane n 'C -= Norltloel'ornotAllowedMownient Eastbound Westbound Northbound Southbound Delay LT 'TI R7 LT TH RT LT TH RT' IT TH RT sec / veh LOS TWSC 1. Waukegan Rd ,NSCCC..Access (EB Stops) ES Approach Delay A. Weekday Evening Oeakilour Existing Traffic( See Exhibi(:3) • Current! > B f _ , g _ _ 12:7` B: Year 2013 Baseline, (See Exhibit 4.) a Current; > B < - - - B - - = - 13:4 B: Year 2,013 Future. '(See. Exhibit'9) •Current s E' < . - B, _, - - 50:0. E B. Sunday..Mldday Peak Hour Existing Traffic (See ` Exhibit 3) • Current > B < . - - - A: - - - - - 14.8: B Year 2.0.1.3 Baseline (See. Exhibit 4) Current > C �A - . . . • 16.0 C` Year 2013 Future (See Exhfbit 91 • Currerit > C < - - - 17:6 C_ 2' GEWALT HAMILTON ASSOCIATES, aNC. O fix• B S,zZ of 3 APPENDICES I. MDMAssociatesi.Iiic.. Site Plaii(reditced) H. Existing Traffic Counts III. Highway Capacity Software (HCS) Sunimmy sheets GEwALT HAMILTON ASSOCIATES, INC. 0-c! - 0 Ey - 6 -323 01P --3 I SITE PLAN tee: r - W' -C* NORTH 5' 10 20' \ \ 20� \ 6.0 0 \ Ate\ I \ \ 450' -0' FIRE \ \ HOSE ACCESS ROUTES \ \ EX • i3 3 • "Z�-1 of 3 ! Jill Pull, I z U Q� �c yaxLL i ie V CL 'o g V ■ d a 0 �CCCgfff Ck PMJM M M AD Melt w emr Me&l Al CP CA ■1@le 3935.900. NSCCC Waukegan @ Site Drive / Warick 8:30 =1 SUNDAY MB, Gewalt Hamilton 820 °Lakeside Dr. Suite .,5: Gurnee, IL 847 - 8554100 Civil - Municipal Traffic Gmuns Prinfarf- tlncfifff48 - Rank.1 File Name waukegan- drive =sun Site Code : 00000000 Start Date : 8!26107 Page.No 1' 09t00 AM 4. WAUKEGAN, 8 0. 84 Warrick 0: 5 WAUKEGAN '8' 4 NSCCC Drive 2: 0 52' 21` Southbound 0 0 Westbound 0. 144 Northbound 2: 71 Eastbound 0 82 Start Time left Thru I Righl Pee App* Left I Thru I Right Peds App` Left Thru: Right. P.eds App'. left Thru Right Peds App. Int. 106 51 0 2 0 Total 5 97' 2, 0 Total 0.7 0 0 0. Total, 0 217 09:45 AM 3' Total Total 08:30 AM 0 67 2 0. 69 3 0 0 0 3 1 43' 2 0 46:. 0 0 0 0 0 118 08:45 AM 1 1 68 6 0 75 S 0 0 0 5: 5 60 2: 0 671 0 0 . 0 0 Ol 147 Total, 1 1 135 8 0. 1441 8' 0 0 0 8 6 103 4: 0 1.13. 0 0, 0 0 0; 265 09t00 AM 4. 72 8 0. 84 3 0: 5 6 '8' 4 46' 2: 0 52' 21` 0 0 0 0 0. 144 09:15 AM 2: 71 9 0 82 3' 6: . 3 6 6 11 95 3. 0 7 09 0 0 6 0' 0 6 197 0 1 99 6 0 106 51 0 2 0 7 5 97' 2, 0 104' 0.7 0 0 0. 0 0 217 09:45 AM 3' 88 4 0 95 4: 0 2 0 6: 4 105: 8 6 117 0 0 0 0 0 01 218 Total. 10.. 330 27 0 367 15 0 12 0 27' 24 343 15' 0 3821 100 0 0 0 ,0 0, 776 10:00 AM 5 100 1; 0 106 4 0 4 0 8 0 97 6 0 103 173 6 '0 1 0 1 218 T015!AM 1 1q6 1. 0: 148 .. 10: 0 '9 0 19 0 93 8 0 1Q1 0 0; 1 0 1 269 16:30;AM 2 1.19 3` 0 124 7 0 :6 0 13 1 110, 5 0. 1.16 '0 0 0 0 0 253 10:45 AM Z5 120 6 0 131 9 0' 5 6 14 5 101 4 0 110- 3 0' :0. 3: 258 Total 13. 485 11 0; 509 30: 0 24 0 541 401 23 0 430 °3 0 2 0 & 998 11:00 AM 8 126 3 0 135 5 0 5 0 10 9: 112' 7 ' 0 128' 5 0 4 0 .9- 282 11:15 -AM 5 124 8; 0 137, 61 0 6 0 12 12 124 5 0 141 2 0 7 0 '9' 299 11:30 AM .5 142 2 0: 149 3. 0 5 0 8 0 149 6 0 155 2 0 2 0 4 316 11:45 AM 3 136 1 0 142' T .0 6 0 13 1 131 7 0 139 0 0 .0 0 0 294 Total 19 530 14 .0 563 21 0 22 0. 43 22 5% 25 0 561 9 0, 13: 0 22• 1.191 121:001:13M. . 8 148 1 0 155 6 6 2 0 8 1 134: 3 0 138 T 0 1 0 2: 303 12:15 PM. 2 146 0 0. 148 4. 0 7 0' 11 1' 147 10 0 t56 2 0 4 0 6 323 12 :30 PM 4 129 2 0 135 5. 0 6 0 11 1 142: '3. 0. 146 2 0 6° 0 8' 300, 12:45 PM 5 122 1: 0' 128 11 .0. 4 0 15 0 118 5 0 123. 4 0: 6 0 10 276' Total 17 545 .4r 0 566, 26 0 19 0 45 3. 541 21 0 565 9 0 17' 0 26 1202 Grand Total 60 2025, 64, 0 2149 100 0 77 0 177 '611 1904 88 0 2053 21` 0 32.: 0 53: 4432 Apprch % 2.8 94:2 3: 0` 56.5' 1 0: 43:5 0 3' 92.7' 4:3 0 39:6. 0 60,4 0 Total % 1.4 45:7 1:4' 0 48:5 2:3. 0 1;7 0 4 1.4: 43 2 0 46:3 0:5 0i 0.7 0 1:2 Unshifted 60 .2025 64 0 2149. 1 .0 3 0 41 61 1904 88 0 2053 21 0: 32. 0 53 4259: % unswfted 100 100 100: 0 100 1 0 3.9 0 2.3 100 1100 100 0 100 100 0: 100 0 100 96:1 Bank 1 0 0 0 0 0 99 0 74 0 173 0 0.: 0 0 0 0 0: 0 0 0 173 Bank 1 0 0 0. 0 0: 99' 0 96:1; 0 9, 0. 0 0 0 0 0 0 0 6 '0: 3:9 Ex.F�3.'ZSoF`3 NSCCC Deerfield Waukegan ,@ Site Access / Warrick 4-6 PM MB Gewalt Hamilton 820 Lakeside Dr: Suite 5 Gumee,:IL :847- 855 -1100 Civil - Municipal - Traffic File; Name vriaukegan- drive -rues Site Code : 3935.900 Start Date 9/5/07' Page No : 1 05:00 PM 9 WAUKEGAN Southbound 0 0 .274 5 WARWICK Westbound . 5 0 10" WAUKEGAN Northbound 357 13 0 NSCCC Eastbound 0 0 0 :0 Start Time Left Thru Right Peds App Total Leff Thru Right Peels App' Total Left: Tutu Right Peds App' Left Thru Right Peds App. in(: 0 0 05:30PM 10 216 0 0 226 12 0. 10' 6 22' 0 Totaf. 10 0 330' 0 Total Total 04:00 PM 8 212 0 0 220 10 0 6; 0 1.6 0 287 6 0. 293' 0 0 0 0 0 529 04:15 PM 7 207 0 0 -214 7 0 4 6 11 0 345 9 0 354 1 0 0 0 1 580 04:30 PM 10 204 0. 0 214. 5 0 7 0 12 6 354 7 0 361" 0 0 6 0' 0 587 04:45 PM 5 230 0 0 235, 9 0 9' 0 16 1. 351 9 0. 361, 0 0 1 0 11 613 Total 1 30 853 0 0 883' 1 31 0 24 0' 551 1 1337 31 0 13691 1 0 1' 0 21 2309 05:00 PM 9 265, 0 0 .274 5 0 5 0 10" 0 357 13 0 3.70: 0 0 0 :0 05:15 PM 10 .316' 0 0 326 11 0 6 0 17 6 356 10 0 386 0 0 0 0 05:30PM 10 216 0 0 226 12 0. 10' 6 22' 0 320 10 0 330' 0 0 0 0 0 05:45 PM 12 270 0 0 282 7 6 7 0 4. 1 291 18. 0 310 0 0 1 0 Total 41 1067 0 0 1108 35 0 28 0 63' 1 1324 .51 0 1.376 ( 0 0 1 0 Grand,36tal 71 1920 0 0 1991 66 0. 52 0 118 2 2661 82 0 27451 1 0 2' Apprch % 3.6 96.4 .0 0. 0 55.9 0 4411 0 1 01 96..9 1 0 0 33:3 0 .0 66.7 0 Total % 1.5 39.5 0 6 41 1.4 0 1:1 0 2.4 0 54.6 1.7 0 56.5 0 0 0 0 0 654 0 709 0 `578 1 607. 1' 2548 31 •.4857 0.1 Peak Hour for Enure Intersection Beoins at 04:30 PM int.. Tataf 04:30 PM WAUKEGAN WARWICK: WAUKEGAN NSCCC 214' Southbound Westbound: Northbound Eastbound. Start Time Left Thru Right Peds ApP' Total Deft Thru. Right Peds App, Total Left Thru' Right, Ped App' Left Thtu: Right Peds App. Dnfl4 LJnnr Anshiete Crnm llA•M OM:ln nC•AC o11A _ C.:..L 4 .:r4 ' 0 - 1 - - 05:00 PM 9 Total 0 0' 274; 5 Total Peak Hour for Enure Intersection Beoins at 04:30 PM int.. Tataf 04:30 PM 10 204 0 0 214' 5 0 7 0 12 0 354. 7 0 361 0 0 0 0 0 587 04:45 PM 5 230 0 0 235 9 0 7 6 16 1. 351 9 0 361 0 0. 1 0 1 613 05:00 PM 9 265 0 0' 274; 5 0 5 0 10 0 357 13 0 370 0 6 0. 0 0 654 05:15 PM 10 316 6 0 326 11 0` '6 0' 17, 0 356: 10 0 366 .0. 0. 0 0 0 709 Total Volume 34 1015 0 0 1049: 30_ 0 25 0 55 1 ;1418 39 0 1458 0 0' 1 0 1 2563' %'A pp. Total 3:2 96.8 0. 0 54.5' 0 4515 0 '0.1 97.3 2.7 0 0 0 100 0 PHF 1 .850 .803 :000. .000 .804 .682 .000 .893 .000 .809 250. 3993 ..750 .000 .985 .000 .000 .250 .000 .2501 .904 a 12 Two -Way Stop Control Page 1. of 1 Copyright ® 2005 University or Florida, All Rights Reserved H.CS +7M. Version 5.21 Generated: 9/11107 3:04 P.M 3.27 of 3 9 /la /0T . file : / /C:\Documents and Settingsldbni"an \Local- .:Settings \Temp \u2kl0E.t. p TWO -WAY STOP CONTROL SUMMARY l�"4'F, d,:,. ="', P• """3T'e- y "'y„` =+r Y � ""y'.� $.�".av "kt�„��.�..�a"��'.;i .""° fi.,."""S °'".rt,»�us +°='$*y_. �•Rn�y'- „5 `,y,�' `�. °.E ;i Analyst Agency /Co. Date Performed Analysis Time Period DP8 GHA 9/11/07 PM PEAK. Intersection Jurisdiction Anatysis'Y'ear 1L:43 @ SITE MOT EXISTING Project Description' NSCCC EXPANSION DEERFIELD. East/West Street: NSCCC ACCESS North /South Street.'. !L '43 . AUKEGAN. RD Intersection Orientation: North -South IStudy Period' hrs : 015 - ..W.GK% 5 ray..rYil,rc ri� \.F� i. L G�w.la•'+sn�.'.`.Yv�`�„�ai�.4 IS� Y3.'5... _ Major Street Northbound Southbound Movement 1 2 3 4 5 .6 L t R L T R Volume veh/h) 1 1418 1,015 0 Peak -Hour Factor', PHF 0.90 0.90 0:90 0:90 0.90.' 0:90 Hourly Flow Rate, HFR veh /h 1 1575 0' 0 1127 0 Percent Heavy Vehicles .0 — T 0 — Median Tye Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT T T TR. , Upstream Signal, 0 0 4 Minor Street Eastbound Westbound Movement 7 8 9 10 1.1 12 L T R L T R; Volume veh/h) 0 1 Peak -Hour Factor, PHF 0.90 0.90 0.90 '0.90 0.90 0.90 Hourly Flow 'Rate, HFR: veh /h 0 0 1 0 0 0 Percent HeavyVehicles 2 0 2' 0 0 0 Percent Grade ( %) 0 0 Flared. Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 0 0 '0 0 0 Configuration LR ^.4e�.'" u_c ti .ela ,�QueuelLen tti�and�Level ....i' `!C'F^ i! of�$erv�ce r.--n vr. ."y". k' .T•" „:...y�.._ y`, w•�• i 6 �.��v,.._��.� a S &�xE �Yrw ; y A�'`e b Approach Northbound Southbound; Westbound Eastbound Movement 1 4 7 8' 9 10 11 12 Lane Configuration LT LR V (veh /h) 1 9 C (m) (veh /h) 627 4,69 v/c 0.00 0.00 95% queue length 0.00 0.01 Control belay'(§ /veh) 10.8• 12:7 LOS B B Approach Delay (s/veh) _ 12.7 Approach LOS — — B Copyright ® 2005 University or Florida, All Rights Reserved H.CS +7M. Version 5.21 Generated: 9/11107 3:04 P.M 3.27 of 3 9 /la /0T . file : / /C:\Documents and Settingsldbni"an \Local- .:Settings \Temp \u2kl0E.t. p Two -Way Stop Control Pagel of 1 Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Versfon:5.21 Generated: 9111101 3:05'PM fix• or- filel /000cuments;and Settings \dbninkman\Local Settings \Temp \u2k1OE:tmpP, l07 TWO -WAY STOP CONTROL SUMMARY Analyst Agency /Co. Date Performed Analysis Time Period DPB' GHA 9/11/07 PM,P.EAK intersection Jurisdiction Analysis Year IL,43 @ SITE 1DO:T BASELINE Pro ect Description NSCC.0 EXPANSION DEERFIELD: East/West Street: NSCCC ACCESS North /South Street:: IL 43 _ AUKEGAN RD Intersection Orientation: North -South JStudy Period hrs : 0.25; <. 'S Major Street Northbound Southbound Movement 1 2. 3 4 5" 6 L T R L T R Volume Veh/h) 1 1574 1125. 0 Peak -Hour Factor, PHF 0.90. 0.90 0:90 0.90 0:90 0.90 Hourly Flow Rate, HFR Veh /h 1 1748` 0 0 1250 0 Percent Heavy.Vehicies 0 — — 0 T - —. Median Type Undivided RT Channelized 0 0. Lanes' 0 2' 0 0 2 0 Configuration LT T .T TR U stream Signal 0 0 Minor street Eastbound Westbound Movement 7 ;8 9 10 11 12 L T R L T R Volume. vehlh 0 1' Peak -Hour Factor,,PHF 0.90 0:90. 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR' Veh /h 0 0 1' 0 0 0. Percent Heavy Vehicles 2 6. 2`. 0 0 0 Percent Grad e;(%) 0 0 Flared Approach N N Storage 0 0 RT'Channelized 0 0 Lanes !0 0 0 0 0_ 0 Configuration LR ^-m..'cz�zT•-` Bela ;Queue Len th' and wv'- ^az:�"�.' LeveQ6VSenrice ° "'. . ia�a Approach Northbound Southbound Westbound Eastbound, Movement 1 4 7 8 9: 10 11 12 Lane Configuration LT LR v(veh /h) 1 1 C (m):(veh /h) 564 428; Vlc '0.00 0.00 95% queue length. 0.01 0.01 Control Delay (slveh) 1:1.4 13.4 LOs B B Approach Delay (s /veh) -- 13.4 Approach LOS -- B Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Versfon:5.21 Generated: 9111101 3:05'PM fix• or- filel /000cuments;and Settings \dbninkman\Local Settings \Temp \u2k1OE:tmpP, l07 Two-Way Stop Control' Page I of I Copyright 0 2005 University of Florlde.LAII Rights Reserved file:HCAD.ocuineiit and SettingAdbfinkinaiALocal HCS+Tm Version S21 po Seffings\T=p\0kjL tin Genera ted: :9/11107 3:06.PM 3� 9% I 1 /07 TWO-WAY STOP CONTROL. SUMMARY 0 7e i Ve �ii a! Ili MO R - Analyst Agency /co. gencylco. bate Performed Analysis Time Period DPB :GHA 9%11/07 PM, PEAK lnter6actl6n Jurisdiction Analysis Year IL 43 @ SITE 06T FUTURE Pnoject Description NSCCC EXPANSION DEERFIELD East/West Street: NSCCC ACCESS INorth /South: Street:. IL 43! (WAUKEGAN RD) Intersection Orientation: North- South IStudy Period (hrs): 0.25 , �FWIX ' 7 !7 fi—dT M, Major Street Northbound Southbound Movement 1 2 3 4 5 6 R L T R Volume Veh/h) 5 1574 1125 j Peak-Hour Factor, PHF 0.90 0.190, 0.90` 0.90 0.90 Hourly Flow Rate, HFR (veh/h) 5 1748 0 0* 1250 3 Percent Heav y Vehicles 2 Median Type. Undivided RT Channelized 0, 0 Lanes 0 1 0 0 .2 0 Configuration LT T T TR Upstream Si' nal 0 '0' Minor Street Eastbound Westbound. Movement 7 .8. 9 10 11 IZ L T R L T R Volume veh/h) 3 4 Peak-Hour Factor ,,PHF, 6.90 0.90 '0.90 .0.90 0.90 0.90 H6urly Flo.w Ratei IIFR (veh/h) .0 4,. 0 0 0: Percent Heavy-Vehicles 0 0 0 Percent Grade;(%) 0 0 Flare'd-A pproadh IV N Storage 0 '0 RT Channelized .0 0 Lanes 0 0 0 0 0 0 Configuration LR- 'e Approach 37re N&FS' Northbound Southbound Westbpund Eastbound Movement 1 4 7 8 9 10 11 12 Lane .'Configuration LT LR v (veh/h) 5 7 C (m) (Veh/h) 551 87 V/c 6.61 0.08 95% queue length 0.63 0,26 Control Delay (Oveh) 11-6 LOS L B E Approach Delay (8/voh) 50.0 jApproach LOS E Copyright 0 2005 University of Florlde.LAII Rights Reserved file:HCAD.ocuineiit and SettingAdbfinkinaiALocal HCS+Tm Version S21 po Seffings\T=p\0kjL tin Genera ted: :9/11107 3:06.PM 3� 9% I 1 /07 Two -Way Stop Contirol Page 1: of I Copyright 0 2005 University of Florida, All Rights Reserved HCS+-TM : 'Version 5.211 Generated: 91111/67 3-013M file://iC:�bOdtiiheiitsr,;ind,�S,eftiiig§\dbi-iiiiaiiaii\Locdl"tSeftingp\TemO\l42k!:I. 6.0hp 9/11/0.71 TWO-WAY STOP :CONTROL SUMMARY 07 Analyst Agency /Co. Date Performed I Analysis Time Period DPB GHA '90V67 :SUNDAY PEAK lhters6ction Judsdic . t . ion Analysis Y6& IL-41@ SITE I I DOT I EXISTING PeoJect Descriotion NSCCC EXPANSION DEERFIELD Eastlftst,Street- NSCCC ACCESS IN&th/Sodth Street.' IL 43 (WAUKEGAN RD) Intersection Orientation: Norfh=South IStudy Period (hrs).,: .0.,25 ic R Volumes and FAMustmian. R71 �,-HRRO u xr 7 Major Street Northbound 'Southbound Movement 1 2 3 4 5. 6 L T R L T ' R Volume veh/h) 26 486 5:12 19, Pebk-Hour Factor, PHF 0.90 0100 1 0 1 s90 0'.90 0.90 :0.90 Hourly Flow Rate, HFR (veh/h) 28 540 0 0 568 21 Percent Heavy Vehicles 0 0 Median Type Undivided RT Channelized Lanes 0 2 0 0 2 .0. Configuration LT' T T TR. Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 1,0 11, 12 L T R L T R Volume veh/h) 12 13 Peak-Hour Factor, PHF 0.90 0.90. 0.90 '0.90 0.90 0.90 Hourly Flow-Rate,:HIFR (veh/h) ij 0 14 0 0 .6 Percent HeaVy-Vdhld(6s 2 0 2 0 0 0 Percent Grade M. 0 0 Flared Approach. N N ,Storage 0 .0 RT Channelized 0 0 Lanes 0 0 0 0 0. 0 Configuration LR jj, t n Approach Northbound Southbound Westbound Eastbound Movement 1 4. 7 8 9 10 11. 12 Lane Configuration LT LR v'(veh/h) 28, C (m) (veh/h) 996 395 VIC 0.63. 0V.07 956/o queue length 0.09 0.22 Control Delay (s/V01) 8.7 14.8 LOS A B jApproach Delay (sIveh)j 14.8 jApproach LOS I. B Copyright 0 2005 University of Florida, All Rights Reserved HCS+-TM : 'Version 5.211 Generated: 91111/67 3-013M file://iC:�bOdtiiheiitsr,;ind,�S,eftiiig§\dbi-iiiiaiiaii\Locdl"tSeftingp\TemO\l42k!:I. 6.0hp 9/11/0.71 Two -Way Stop`Contkol. Page ,1 of 1 Copyright'® 2005' Unlversityof Florida. All Rights Reserved verslon.5zlr O \t�. file.:M\ Documents and Settingsldbrinlanan\Local Setrings \Temp \u2k1 I6:tmp Generated: 9/11/07 107 PM olc�s2K 3 '31 3 9i 10 TWO -WAY STOP CONTROL SUMMARY ": e a. o« `. 0.6fuM£Ir7. M, o ,1� 0 Analyst Agency /Co. Date Performed Analysis Time Period DPB GHA 9%11107 SUN.DAYPEW Intersection Jurisdiction Analysis Year IL436 SITE IDOT BASELINE Project Descri tion NSCCC EXPANSION DEERFIELD East/West Street: NSCCC ACCESS North /South Street:: IL.43 " WAUKEGAN:RD Intersection Orientation: North -South Stud Period: hrs : 0:25 Fi'= ^t"^�-^...rs'_'�.;.^'"•.r JehIcleLVolumes��and�Ad _. _ .., �c,.s, p ��.� ustments .T ..Ery.. Ma or.Street Northbound Southbound Movement 1 .2. 3 4 5 6 L T R L T R Volume veh/h) 26 539 568' 19 Peak -Hour Factor,. PHF 0.90 0.90 0:90 0.90 0.90 0.90 Hourly Flow Rate, HFR veh /h 28 598 0 0 631 21 Percent Heavy Vehicles 2 — — 0 — Median Type Undivided RT Channelized 0 0. Lanes 0 2 0 0 2' 0 Configuration LTI T T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9. 1.0 11. 12 L T R L T R Volume vehlh 12 i3 Peak -Hour Factor PHF 0.90' 0:80 0.90 U0 0.9.01 0.9,0 Hourly Flow Rate, HFR' veh /h 13 0 14 0 0 0 Percent Heavy Vehicles 2 D 2 0 0 0 Percent Grade, ( %) 0 0 Flared Approach N N Storage. 0 0 RT Channelized 0 0 Lanes 1 0 6 6 0' 0. 0 Configuration LR bfel y,,Queue Len 'thy an id Leveltof Service � 4 �� -> ` k � � j Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9b 10 11 12 Lane' Configuration LT LR; v (.veh /h) 28 27 C (m) (veh /h) 930 353' VIC 0.03 0.08 95 %queue iengft 0:09 0:25 Control ,Delay(s/veh) 9.0 16.0 LOS A C Approach Oelay (s/veh) — ;16.0 Approach LOS — C: Copyright'® 2005' Unlversityof Florida. All Rights Reserved verslon.5zlr O \t�. file.:M\ Documents and Settingsldbrinlanan\Local Setrings \Temp \u2k1 I6:tmp Generated: 9/11/07 107 PM olc�s2K 3 '31 3 9i 10 Two-Way Stop Control Page I of I Popyright 0 2005 University of Florida, All Rights Reserved P.C. Wm Version 5.211 file:HCADocuments : and Sdtfings\dbrihkman\LocaI Seffings\TemD\u2k 116 4X' Generated: 9/1:1/07 3.08 pm - 5,70(-39/11/0.7 TWO-WAY STOP CONTROL SUMMARY 1"61_icrl, "Rif 95 Of "MR-1 ffe r M Analyst Agency/Co. Date Performed Analysis Time Period 'Froject DPB GHA 9111%07 SUNDAYPEAK' Intersection jurisidiction Analysis : Yeat. IL 4YO SITE DOT FUTURE Description NSCCC EXPANSION DEERFIELD EasfflestStreet: NSCCC ACCESS _FNorth/SoUthiStr6et" IL 43: (WAUKEGAN RD), Intersection Orientation: North-South IStud y Period (hrs): 0.25 ifij c-WAVOdlb d! 2�iIa Northbound DA IF Z� Z R '�'R "'N'S *5' Southbound: Major-Street Movement 1 2 3 4 51 6. L T R L T R Volume (veh/fi) 39 539 568 29 Peak-Hour Factor, PHF 0.90 OM 0.90 0.90 0.90. Houriy Flow Rate, HFIR (veh/h) 43 599 0 0 631 32 Percent Heavy Vehicles 2: — 0 Median Type, Uhdivided RT Channelized 0 0 Lanes 0 Z 0 0 2 0 Confi gUratloh LT T T TR, Upstream Signal O 0 Minor Street Eastbound Wesibourld Movement 7 8 9 10 11 12 L T R L T R Volume.(veh/h) 22 24 Peak-Hour Factor, PHF 0.90 0.90 '0.90 0.90 0.96 0.90 Hourly Flow.Rald, HFR (veh/h) 24 0 0 0 0 Percent Heav ` Vehicle's 2 0 Percent Grade,(%) 0 0 Flared Approach At N- Storage o 0 RT Channelized 0 0 Lanes 0 6 .0: 0 0 0 Configuration LR t la y, 11-11dun VETirvil rRiNg7ri I Flo IT MMIM Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 a 9 10 ii 12 Lane Configuration LT' LR v,(veh/h) 43 50 C (m) (veh/h) 922* .335. vk 0.05 0.15 95% queue length. 0.15 0.52 Control Delay'(s/veh) 9.1, 17.6 LOS At G Approach Delay (s/veh) 17.6 Approach LOS c Popyright 0 2005 University of Florida, All Rights Reserved P.C. Wm Version 5.211 file:HCADocuments : and Sdtfings\dbrihkman\LocaI Seffings\TemD\u2k 116 4X' Generated: 9/1:1/07 3.08 pm - 5,70(-39/11/0.7 R -R oC �, r: Multi - Purpose Room f=loor sample 5 • � ' i� .. a a° -`� - 4 f 1R �" 7' Roof Shingle Sample Fire moor Paint Color. ,aluminum Trim Color ,, cs F:. c � �'- `` •, yr _ yd ^.• �» MI x AEI , °',R.fi gaa° a � .'?Y � R "*^s � +t �:.e .. .g�[[�;'; : �� .....'... , ill a•�?- ate,.,.: + ,...» . "ice �. °i .�,�I ;^- ,a3=es .: " ,;3 tears ��Y'n -':� rw ;. aao U..w,:.,�>_ .Ltw .,:�.�i ..azi +y,•r s a� ke.. L s. �,.7gg ,,T .. � . a. ... <...a � .s , wli�L. � � 4� �� z.-eS� ,� t(d- Y YN "I i S`�k 1 tF w'[� gya. Amy. \� I a , _WrxYiv�.I� R$�_ e North Elevation � � Y v � i�41�1� tIYBy Vii' i :fl Rdx r„ ,ter ",a m s� av r <:, I srr,: e «r 4 mss ...,. r^� •. � �,, ,�q�': «t Iola ICI =' Ili [MI ate■ aj le _� k �.. 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IL ro°O°w Mmwxt[ ea aMsrioe� ro term IL wO°MMart°� note ami ss oMsnM oa°O� ea Wmi SL oawea asses rrea w our as swa moos w art no aaae assue a ciiimM mess sreraa ow wr L �p�ae�mmsrrx�e� A pwo�Na�nnM �mwxtc j Z e► me @a meCR eIOQ IBIOYe 0 C IL � sw� amp Ac w°�wrrMV east is e a us► °si�ieMOaetea: r 40. m o IL e� iwrrm a 1 m°e a raOi�C►Ne� sen a aws aaateL Mta = t aFllolm a 0eO1S osteuae>t �Maleell e,e CAW" "ANINMUNW67-omm �a C -3 ftmsz.� HE a e see `-" IO ®GO, • �n it 111 TIT Ir i � 1 ua►�r.,ar ;A � 1 1 tMMF :Ulih - -- --- - -- -26"A 3T - III M ► Ri Eel ► - ► Jim M, ►�s�ooa,r�a sow ,a�s� oars \ \ 1 \ \ \ \ \ \ ark - 0-O,:iS Ex 3 or 3 O Hill W Zn ix d' Lu CC Z�qq 2 r ; G1 in in O Z ICE b All �E e� 9 \t t t t t PROJECT NOTES SANIMM ♦ aim0 r�iAtQ�ar 99M S � are= MrMv 99M I w won are i W i no3- BYO0An `s'v- r K a i cas � i�'°`.iwnw Mme • ;; jo E:l t t t �0��7M M�IwL PAA1 L AL >L �1GLK 1gttM �m0 bi�rMU PM IL )WIML 2$�x� i MUMLL A M 11�IINL eMMLffi R IL N UL a .. IL K IL a K IL A S w A n 7i A K 7& a n ��13 4 vlr�\1 Y. �1 f AT W. 77. oYd . of EX' B 3.'-17 or- S - W7.80 MMFilMAIER IN DE107M PONDS P \\ EL - 6!7.32 \ m \\ Image# 043669170046 Type: ORD IRecoMed: 08/06/2008 at 01:08:33 .PM (Receipt #: 2008 - 00041529 Total Amt: $7000 Pape 1 of 46 IIL Rental Housing Fund: $0.00 ILake;County IL Recorder Mary'Ellen vanderventer Recorder iiFile6378446 W En U = c� g W U J 0: Z q. 2 Q N � F 0= N 0 U O Z I3 SL Evil e ^ ^ LLJ LJ Mus +Pan Jame M mama 4b MI MAP Au ozz JOLJM W. MIN MUML MAPIgInt "IL aI air 1� OA "La FIN Sam ZMOI —6 prol In we fLOND am somm CA i �r �am IL r w '1 Iwo 101ifiAkftnaAw . K7� TYPICAL TRENCH AND STANDARD BEDDING DETAIL mm a m wwn oaq if 0111141111111111111110 It r AOI N.S.S.D. SANITARY SEWER PIPE BEDDING DETAIL ur siw1Of�ei°rO w" Isar rr. wr A A L_ _J re rr�s rrr. a a _ iM"�L rrM. as m w 0ii Ima � a�- A/�AAte�rMe �,�u ia. rwos a rrwr . w�orr �IYf rM ►fit /� aw A�OrL IQIr w Apa A rlaw waA01 ram tr arw" a IwQ rar rwi Al fb11R �O� ■ =.rlrL SANITARY MANHOLE DETAIL 1� s� -° �--� ame�Oiww In%LET L eon law, .w �� THRUST BLOCK DETAIL /I\ �a STORM MANHOLE DETAIL PH X---U-mgr :w a�wwsrw".vaarra : waw rA t a a a Awrr. rrw►rwiraw� ray w s.wa eAr�ra a �id"ir � w r r r�vrrt s a� rr Awru.o . • rir a AOY.r rrr rr. r,wrs m wa.nr � aiwr u au s ur a,a"osr � wr wr" ea r Aaa awix SIDEWALK DETAIL comma in= 7. Maw �O�S SFAM mwx 411111 Yb"m a > L"AM . wr.. wire. rra CURB MODULAR CONCRETE WALL DETAIL mgm 11 2 HANDICAPPED PARKING SIGN DETAIL –1'�— j7n.oaa �A7 m. a-anasr.A= KjiYA�l UMN.d Imo= sum . r lo, �IIIII - -- -I W in Tt lid = M MAN U = `ZmPPi '•° s cU r z x F a p sw a.►- wmwe.rsr s va< N Amp Fx Ex U 0 o O Z O`er . o -c�s fix. 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Cmnmw * Amm o : IaU -uao LVAEMRIt 944 SCOW 14 XLMM ww OBI - bw amens IN' p b.w( "ANwa&0 tbdtl9 - =ft la mft —*. son I b is 0b0 TREEINVENTORY �Q�"7r�o�mo�0000 >fZA�� o o07 L �a�� =S � d00 0sti�'T_'000�7 MOM= 0 l�000�7u��MM o■�ra000mra�� >v>o��ao>ocs>�>.>•�� j[fpuR�ptly'�.K EI 0 wart E �1 \ \ TREE REPLACEMENT AND BUFFER PLAN a W U N\ �� Np TREE INVENTORY i NORTH SHORE CHINESE CHRISTIAN CHRUCH 1250 WAUKEGAN RD DEERFIELD, IL 60015 �'l lMttal M L1 ar ,f. OWN VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -38 AN ORDINANCE AUTHORIZING AN AMENDED SPECIAL USE TO ALLOW A BUILDING ADDITION AND SITE RENOVATIONS FOR NORTH SHORE CHINESE CHURCH AT 1250 WAUKEGAN ROAD PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 3rd day of December , 2007. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 3rdday of December , 2007. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -38 AN ORDINANCE AUTHORIZING AN AMENDED SPECIAL USE TO ALLOW A BUILDING ADDITION AND SITE RENOVATION FOR NORTH SHORE CHINESE CHURCH AT 1250 WAUKEGAN ROAD WHEREAS, North Shore Chinese Christian Church (the "Applicant') is the owner of certain property commonly known as North Shore Chinese Church at 1250 Waukegan Road and legally described on Exhibit A attached hereto (the "Subject Property") and has petitioned the Village of Deerfield pursuant to Article 4.01 -C, Paragraph 4 and Article 13.11 of the Zoning Ordinance of the Village of Deerfield for approval of a 2 -level building addition containing approximately 17,467 square feet of new floor area and consisting of the expansion of the existing sanctuary, the addition of a new west wing and a new north wing to the existing building, the demolition of the existing 5,140 square foot parsonage and garage, together with certain site improvements and modifications, as an amendment to the Special Use for the Subject Property in the R -1 Single- Family Residence; and, WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on n October 11, 2007 to consider said application, said hearing being held pursuant to public notice duly given and published as required by statute and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the testimony, documentary evidence and supporting materials offered at said public hearing, filed its report with the President and Board of Trustees containing its written findings of fact and recommendation that Applicant's request for approval of a 2 -level building addition containing approximately 17,467 square feet of new floor area and consisting of the expansion of the existing sanctuary, the addition of a new west wing and a new north wing to the existing building, the demolition of the existing 5,140 square foot parsonage and garage, and certain site improvements and modifications related thereto (the "Church Additions "), be authorized as an amendment to the Special Use for the Subject Property in the R -1 Single - Family Residence District pursuant to Article 4.01 -C, Paragraph 4, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the best interests of the Village will be served by the authorization and approval of the Church Additions as an amendment to the Special Use for the Subject Property to the extent herein provided; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the President and Board of Trustees do hereby affirmatively find that the Church Additions to the Subject Property fully comply with the requirements and standards for special uses set forth in Article 4.01 -C, Paragraph 4 and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 2: That the President and Board of Trustees do hereby authorize and approve a 2 -level building addition containing approximately 17,467 square feet of new floor area and consisting of the expansion of the existing sanctuary, the addition of a new west wing and a new north wing to the existing building, the demolition of the existing 5,140 square foot parsonage and -4- garage, together with certain site improvements and modifications related thereto, as an amendment to the Special Use for the Subject Property in the R -1 Single- Family Residence District. SECTION 3: That the approval and authorization of said amended Special Use is hereby granted subject to the following additional conditions, restrictions and regulations: (i) the expansion, development and use of the 2 -level building addition containing approximately 17,467 square feet of new floor area and consisting of the expansion of the existing sanctuary, the addition of a new west wing and a new north wing to the existing building, the demolition of the existing 5,140 square foot parsonage and garage, and certain site improvements and modifications related thereto, shall be in accordance with the plans and documents attached hereto as Exhibit B; (ii) compliance with all representations submitted and made by the Applicant to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield; and, (iii) compliance by the Applicant with the terms of this Ordinance and with all other applicable provisions of the Zoning Ordinance of the Village of Deerfield. SECTION 4: That the amended Special Use as hereby authorized shall be binding upon and inure to the benefit of the Applicant and to Applicant's successors, grantees, transferees and assigns, and any violation of the conditions herein set forth by the Applicant or its successors, grantees, transferees or assigns shall authorize the revocation of the amended Special Use as hereby authorized. SECTION 5: That the Village Clerk is hereby authorized and directed to publish this Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's expense. -5- SECTION 6: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 7: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 3rd day of December , 2007. AYES: Benton, Jester, Rosenthal, Seiden, Struthers (5) NAYS: None (0) ABSENT: Feldman (1) ABSTAIN: None (0) APPROVED this 3rd day of December , 2007. ATTEST: �:.ir I= Village President A o rew( Exhibit B Documents Incorporated as Part of the Amended Special Use for North Shore Chinese Christian Church GIS Consortium Map of the North Shore Chinese Church property and neighborhood, dated 10/05/2007. Letter dated September 17, 2007 from Christopher Johnson, Fire Marshal of the Deerfield - Bannockburn Fire Protection to Mr. Chris James of MDM Design Group regarding 1250 Waukegan Road site plan. 52 -page submittal for North Shore Chinese Church by MDM Design Group, Inc. dated September 27, 2007 regarding Proposed Addition consisting of renderings, land survey, site plan, north, south, east and west elevation renderings, floor plans, civil engineering plans, site electrical and photometric plan, landscaping plan, traffic and parking report and related materials.