Plan Commission

Agenda for PLAN COMMISSION January 9, 2025 | 7:30 PM Village Hall – 5127 Oakton Street, Skokie, IL 60077 Council Chambers 1) Call to Order Declaration of Quorum 2) Roll Call 3) Approval of December 19, 2024 Meeting Minutes 4) Old Business 5) New Business a. 3462 Touhy Avenue for a Pickleball Recreational Facility use • 2024-40P: Special Use Permit at 3462 Touhy Avenue - Pickleball Second City Pickleball, LLC is requesting a special use to operate a recreation facility (pickleball) in the B2 Commercial zoning district, and any relief that may be discovered during the review of this case. b. 7848 & 7852 -7854 Lincoln Avenue for a religious assembly use with dormitories • 2024-30P: Site Plan Approval :7848 & 7852-7854 Lincoln Avenue Site plan approval in order to construct a 3-story building that exceeds the maximum 25’ permitted base building height which contains a religious assembly use and 17 dormitory units, along with surface parking at 7848 & 7852-7854 Lincoln Avenue in an NX Neighborhood Mixed-Use district, and any relief that may be discovered during the review of this case. • 2024-31P – Parking Determination: DDMBA Chicago Community Center (religious assembly) DDMBA Chicago Chapter requests a parking determination for a religious assembly use at 7852 Lincoln Avenue. • 2024-32P – Special Use Permit: 7852 Lincoln Avenue DDMBA Chicago Chapter requests a special use permit for a religious assembly use at 7852 Lincoln Avenue in an NX Neighborhood Mixed-Use zoning district, and any relief that may be discovered during the review of this case. Individuals with questions or feedback about an agenda item may contact Johanna Nyden with the Community Development Department at johanna.nyden@skokie.org or 847.933.8447 All emails and comments submitted will be made public and shared with this body. The Village, in compliance with the Americans with Disabilities Act, requests that persons with disabilities who require certain accommodations to allow them to observe or participate in this hearing, or who have questions about the accessibility of the meeting facilities, contact the Village’s ADA coordinator Angel Schnur at angel.schnur@skokie.org or 847.933.8400. The Village encourages individuals to sign-up for its eNews for important information from the City and its government partners by visiting www.skokie.org VOSDOCS-#609406-v25-Meeting_Agenda_-_Plan_Commission_  • 2024-33P – Parking Determination: DDMBA Chicago Community Center (dormitory) DDMBA Chicago Chapter requests a parking determination for a dormitory use at 7852 Lincoln Avenue. • 2024-34P – Special Use Permit: 7852 Lincoln Avenue DDMBA Chicago Chapter requests a special use permit for a dormitory use at 7852 Lincoln Avenue in an NX Neighborhood Mixed-Use zoning district, and any relief that may be discovered during the review of this case. 6) Public Comment 7) Communications from Staff 8) Adjournment Individuals with questions or feedback about an agenda item may contact Johanna Nyden with the Community Development Department at johanna.nyden@skokie.org or 847.933.8447 All emails and comments submitted will be made public and shared with this body. The Village, in compliance with the Americans with Disabilities Act, requests that persons with disabilities who require certain accommodations to allow them to observe or participate in this hearing, or who have questions about the accessibility of the meeting facilities, contact the Village’s ADA coordinator Angel Schnur at angel.schnur@skokie.org or 847.933.8400. The Village encourages individuals to sign-up for its eNews for important information from the City and its government partners by visiting www.skokie.org VOSDOCS-#609406-v25-Meeting_Agenda_-_Plan_Commission_  DRAFT/NOT APPROVED Plan Commission Meeting Minutes Date: December 19, 2024 Skokie Village Hall, 5127 Oakton Street, Council Chambers PLAN COMMISSION MEMBERS PRESENT: Paul Luke - Chair Jeff Burman, Vice-Chair, Scott Berman, Cindy Franklin, Vijai Gupta, and Sigalle Shpayher PLAN COMMISSION MEMBERS ABSENT: Erica Crohn-Minchella, Talia Gevaryahu, and Ross Mathee STAFF PRESENT: Tyler Kobylski, Asst Corp. Counsel, Kate Portillo, Planning Manager, Mike Voitik, and Marlene Bargamian (I) CALL TO ORDER A quorum being present, Chair Luke called the meeting to order at 7:31 PM. (II) APPROVAL OF MINUTES A motion to approve the minutes of the December 5, 2024 meeting was made by Commissioner Cindy Franklin and seconded by Commissioner Jeff Burman. Ayes: Unanimous voice vote. The motion passes. (III) NEW BUSINESS a. Approval of the 2025 Plan Commission Meeting Dates Motion: V. Gupta Second: S. Berman Ayes: Unanimous voice vote. The motion passes. b. Case 2024-39P: Special Use Permit: 7802 Frontage Road 7900 N. Caldwell, LLC, on behalf of Pure Fleet LLC, requests a special use permit for an automotive repair facility in an M1 Office Assembly Industry zoning district, and any relief that may be discovered during the review of this case. # 623815 Plan Commission meeting minutes December 19, 2024  DRAFT/NOT APPROVED PINs: 10-29-208-009-0000, 10-29-208-011-0000, 10-29-208-012-0000, 10-29- 208-015-0000, 10-29-208-016-0000, 10-29-208-017-0000, and 10-29-208- 018-0000 Mike Voitik, Planning Coordinator, requested the staff report be accepted as presented and recommends approval. The use will not impact adjacent properties or the shared parking facilities as customers will be required to schedule appointments ahead of time for services and completed vehicles will remain inside the garage until customers retrieve them. The site and floor plans were displayed showing the 126 parking spaces that wrap around the building. Existing tenants require 97 spaces while this use will require 11 spaces more. There is an excess of 18 parking spaces at this site. As Mike reviewed the staff recommended conditions, it was noted that condition #2 should be removed per the Fire Dept. as no building permit will be necessary. The Fire Dept. will do a walk-through with the property owner to determine if a sprinkler system is required. Commissioner Scott Berman inquired if there were any complaints from other tenants or from neighbors. Anne Junia, attorney representing Pure Fleet and Bob Jovanovic, business owner added more background information. They featured a short PowerPoint presentation explaining the vinyl covering that is used on vehicles instead of paint. It most closely relates to putting a sticker or decal on a car. This use is a cross-over between car graphics and car detailing. Therefore, it belongs in the M1 zoning district but no auto repair work will be done. The previous tenant of this space, SIGNificant Graphics, put forward similar services; indoor & outdoor signs and vehicle wrapping. A lease for this space was signed back in August and Mr. Jovanovic is ready to open his doors for business. No changes are needed to the warehouse space. The chairman asked if he currently operates at another location. Mr. Jovanovic stated that he is working on Elston Avenue. (IV) RECOMMENDATIONS AND VOTING A motion was made to approve as presented with Condition #2 removed, for a special use permit for a car customization service facility at 7802 Frontage Road in the M1 Office Assembly Industry district. Motion: S. Berman Second: S. Shpayher # 623815 Plan Commission meeting minutes December 19, 2024  DRAFT/NOT APPROVED Ayes: 6 Nays: 0 c. Case 2024-40P: Special Use Permit: 3462 Touhy Avenue – Pickleball This case has been continued to the January 9, 2025 Plan Commission meeting as notice was not properly fulfilled. The case was re-noticed and sign re-posted. No vote was taken. (V) ITEMS FOR COMMUNICATION The next regular Plan Commission meeting will be held at 7:30 pm on Thursday, January 9, 2025 in Council Chambers. (VII) ADJOURNMENT Chair Luke adjourned the meeting at 7:47 PM. Respectfully submitted, Marlene Bargamian, Administrative Asst. # 623815 Plan Commission meeting minutes December 19, 2024 Staff Report 3462 Touhy Avenue Community Development Department Council Chambers, 7:30 PM, January 9, 2025 To: Paul Luke, Chairman, Skokie Plan Commission From: Mike Voitik, Planning Coordinator Re: 2024-40P: Special Use Permit – 3462 Touhy Avenue General Information Location 3462 Touhy Avenue Petitioner 3450 Touhy, LLC, on behalf of Second City Pickleball, LLC Request Special use permit for a recreation facility Size of Site 286,619 square feet (6.580 acres) with frontage on Touhy Avenue Existing Zoning & B2 Commercial – health and fitness center, vacant industrial Land Use space Adjacent Zoning & North B2 Commercial – civic, social & fraternal organization Land Use South MB Light Manufacturing/Business (Village of Lincolnwood) – mixed industrial uses PUD (Village of Lincolnwood) – Lincolnwood Town Center shopping mall East M3 Industry – transportation equipment manufacturing B2 Business – grocery store West B2 Business – vacant land M3 Industry – multitenant industrial building Comprehensive Plan The site is designated as manufacturing/service employment. SITE INFORMATION • The site consists of a multitenant building containing an XSport Fitness center, two vacant industrial tenant spaces, and covered and surface parking lots • There is no direct ingress to the site from Touhy Avenue, although an exit-only driveway onto Touhy Avenue from the subject site is present. Full vehicular access to/from the subject site is as follows: o At Touhy Avenue via a north-south running driveway within an easement directly east of the subject site. o At Touhy Avenue via a northeast-southwest running driveway within an easement along the west side of the 3514 Touhy Avenue property. VOSDOCS-#623312-v1-Staff_Report_-_2024-40P_-_Special_Use_Permit__3462_Touhy_Avenue 1 of 5  o At McCormick Boulevard via an east-west running driveway within an easement across the south side of the 7300-7450 McCormick Boulevard property. • Overhead utilities run in an east-west direction within the Touhy Avenue parkway to the south of the subject site. Overhead utilities also run in a northeast-southwest direction along the west side of the subject site. Complete Streets  Public sidewalks are present along both sides of Touhy Avenue.  Bicycle parking is presently available at the subject site and is located near each of the entrances to the tenant spaces.  No bike route runs along Touhy Avenue. The closest bike paths consist of the North Shore Channel Trail, which runs along the east side of McCormick Boulevard, approximately one block east of the subject site, and the Union Pacific Recreation Path (in Lincolnwood), which terminates at the intersection of Touhy Avenue and St. Louis Avenue.  The subject site is served by the Pace 290 Touhy Avenue bus.  The site is within walking distance of shopping and industrial properties. P etitioner’s Subm ittal The petitioner is requesting a special use permit for a recreation facility at 3462 Touhy Avenue in a B2 Business zoning district, and any relief that may be discovered during the review of this case. With regards to the proposal, the petitioner explains that: The applicant, Second City Pickleball, LLC, seeks to establish a pickleball facility within approximately 24,149 square feet of vacant commercial space located at 3462 West Touhy Avenue (the “Property”). The Property is improved with a single-story industrial building/warehouse. The Applicant’s request will reimagine the interior of the existing vacant commercial space with approximately nine (9) pickleball courts, a lobby area, an event space/room, restrooms, various seating and lounging areas for players and visitors, and lockers. Additionally, the Applicant will provide 65 parking spaces for its customers. The facility will be open from 7 am to 10 pm, seven days a week, and will be staffed by 2 to 4 employees. Program offerings will include drop-in play, court reservations, lessons and clinics, leagues and tournaments, and private events. A small pro shop display area where visitors can purchase pickleball equipment and apparel will be provided within the lobby. A refrigerator and/or vending machine will offer beverages and pre-packaged food for sale. The petitioner will also set up bocce and corn hole VOSDOCS-#623312-v1-Staff_Report_-_2024-40P_-_Special_Use_Permit__3462_Touhy_Avenue 2 of 5 games on one of the courts when it is not in use for pickleball. Additionally, the petitioner will construct a new trash corral on the west side of the building. Staff Analysis and R ecom m endations Staff recommends that the petitioner’s request for a special use permit for a recreation facility at 3462 Touhy Avenue in a B2 Commercial zoning district be APPROVED, subject to the recommended conditions and attached Proposed Positive Findings of Fact. The proposed use will provide a year-round recreational facility that is desired by the community and is compatible with the adjacent XSport Fitness center, located at 3450 Touhy Avenue. Sufficient parking is provided for the three existing tenant spaces at the subject site. Prior to the issuance of an occupancy permit, the property owner must reconfigure the parking space striping along the north side of the building so that the existing accessible loading space near the front entrance to the proposed use aligns with the existing ADA-accessible ramp. All reserved parking signage must be removed from the subject site. A stop bar must be striped and the existing stop sign must be raised to a height of 7 feet measured vertically from the bottom of the sign to the ground at the east end of the east-west driveway to the north of the building. Appearance Com m ission No modifications are being made to the building or signage at the subject site that require Appearance Commission review. Attachm ents 1. Recommended Conditions for 2024-40P 2. Proposed Positive Findings of Fact for 2024-40P 3. Site Plan, received November 14, 2024 4. Floor Plan, received October 15, 2024 5. ALTA/NSPS Land Title Survey, dated November 20, 2024 6. Aerial and Zoning Map, dated November 15, 2024 VOSDOCS-#623312-v1-Staff_Report_-_2024-40P_-_Special_Use_Permit__3462_Touhy_Avenue 3 of 5 Recommended Conditions 2024-40P: Special Use Permit Community Development Department Council Chambers, 7:30 PM, January 9, 2025 1. The petitioner shall develop the Subject Property in substantial conformance with the final Village approved Site Plan, dated <insert date of final approved plan>, and Floor Plan, dated <insert date of final approved plan; 2. Prior to the issuance of an occupancy permit, the property owner must: a. Reconfigure the parking space striping along the north side of the building so that the existing accessible loading space near the front entrance to the proposed use aligns with the existing ADA-accessible ramp. b. Remove all existing reserved parking signage from the subject site. c. Stripe a stop bar at east end of the east-west driveway to the north of the building. d. Raise the existing stop sign to a height of 7 feet measured vertically from the bottom of the sign to the ground at the east end of the east-west driveway to the north of the building. 3. The petitioner shall submit to the Planning Division electronic files of the site and floor plans in their approved and finalized form. VOSDOCS-#623312-v1-Staff_Report_-_2024-40P_-_Special_Use_Permit__3462_Touhy_Avenue 4 of 5 Proposed Positive Findings of Fact 2024-40P: Special Use Permit Community Development Department Council Chambers, 7:30 PM, January 9, 2025 Consideration Finding The request is harmonious with and does It is not anticipated that the request will not adversely affect adjacent properties. adversely affect adjacent properties. The proposed use will provide a year-round recreational facility that is desired by the community and is compatible with the adjacent XSport Fitness center. All activities associated with the use will occur within the building. The request can demonstrate that Adequate public facilities, including roads, adequate public facilities, including roads, drainage, utilities, and police and fire drainage, utilities, and police and fire protection currently exist to serve the protection exist or will exist to serve the requested use. requested use at the time such facilities are needed. The request demonstrates adequate Adequate provision for maintenance of provision for maintenance of the associated the associated structures is demonstrated structures. by the request. The request has considered and, to the No adverse effects on the natural degree possible, addressed the adverse environment are anticipated. Adequate effects on the natural environment. landscaping is currently provided at the site. The request will not create undue traffic It is not anticipated that the request will congestion. create undue traffic congestion, as there are multiple points of ingress/egress. The request will not adversely affect public Public health, safety, and welfare will be health, safety, and welfare. positively affected by the request as it adds a health amenity to the community. The request conforms to all applicable The request will conform to all applicable provisions of this code, except where relief provisions of this code. is granted with the request. VOSDOCS-#623312-v1-Staff_Report_-_2024-40P_-_Special_Use_Permit__3462_Touhy_Avenue 5 of 5 Establish 8' x 10' fenced garbage corral Establish 8' x 10' fenched garbage corral  FLOOR PLAN OF PREMISES 189'-5" 29'-8" 30'-0" 30'-3" 30'-0" 29'-11" 38'-8" LOBBY CHECK-IN OFFICE 101 102 103 D EXIT 3 EXIT 1 CORR. 104 19'-6" LOCKERS 105 COURT 5 COURT 6 COURT 7 COURT 8 COURT 9 54'-2" 125 58'-2" 126 127 128 129 72'-7" 34'-0" 72'-1" C EVENT 25'-6" 4'-9" 8'-0" 106 WOMENS 8'-0" 8'-0" 107 4'-3" WOMENS 108 B EXIT 2 EXIT 2 WOMENS 109 COURT 4 JAN. MENS 58'-2" COURT 3 COURT 2 COURT 1 123 54'-2" 113 110 122 121 120 43'-8" EMPLOYEE 44'-0" MENS 114 111 EXIST. FIRE PUMP ELEC. 115 112 A SEATING CORR. SEATING EXIST. CORR. EXIST. STOR. 6 5 4 3 2 1 124 119 118 117 116 30'-2" 30'-0" 30'-3" 30'-0" 8'-9" 132'-11" 60'-9" NORTH 1 GROUND FLR. AS-1 1/16" = 1'-0"  RECORD DESCRIPTION LEGEND OF SYMBOLS & ABBREVIATIONS VICINITY MAP - NOT TO SCALE PARCEL 1: LOT 5 OF H&M REALTY SUBDIVISION, BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 41 NORTH, RANGE 13 EAST OF THE THIRD PRINCIPAL MERIDIAN IN COOK COUNTY, ILLINOIS EXCEPTING THEREFROM THE SOUTH 7 FEET AS DEDICATED FOR PUBLIC RIGHT-OF-WAY PER ORDINANCE 12-10-Z-3941 RECORDED JANUARY 31, 2013 AS DOCUMENT 1303116004. SITE PARCEL 2: EASEMENT APPURTENANT TO AND FOR THE BENEFIT OF PARCEL 1 AFORESAID AS CREATED BY INSTRUMENT DATED JULY 6, 1978 AND RECORDED JULY 17, 1978 AS DOCUMENT 24538279 OVER AND UPON THAT PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 41 NORTH, RANGE 13, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE NORTH LINE OF TOUHY AVENUE, WHICH IS 23.81 FEET EASTERLY OF THE POINT OF INTERSECTION OF SAID NORTH LINE OF TOUHY AVENUE WITH THE PRESENT EASTERLY RIGHT OF WAY OF THE CHICAGO AND NORTHWESTERN TRANSPORTATION COMPANY; THENCE NORTHEASTERLY IN A STRAIGHT LINE, A DISTANCE OF 140.67 FEET TO A POINT ON SAID PRESENT EASTERLY RIGHT OF WAY LINE WHICH IS 148.45 FEET NORTHEASTERLY OF THE NORTHERLY LINE OF OF TOUHY AVENUE (AS MEASURED ON SAID EASTERLY RIGHT OF WAY LINE); THENCE CONTINUING NORTHEASTERLY ALONG SAID PRESENT EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 170.73 FEET TO A POINT ON SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 319.18 FEET NORTHEASTERLY AS AREA: 286,619.56 SF± OR 6.580 ACRES± MEASURED ON SAID EASTERLY RIGHT OF WAY LINE OF SAID NORTH LINE OF TOUHY AVENUE; THENCE EASTERLY ON A LINE FORMING AN ANGLE OF 113 DEGREES, 29 MINUTES, AS MEASURED FROM SOUTH TO EAST WITH THE LAST DESCRIBED LINE, A DISTANCE OF 21.80 FEET; THENCE SOUTHWESTERLY ON A ITEMS CORRESPONDING TO SCHEDULE B-II LINE 20 FEET EASTERLY OF (AS MEASURED AT RIGHT ANGLES TO ) AND PARALLEL WITH SAID PRESENT EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 170.73 FEET TO A POINT; THENCE CONTINUING 16 TERMS, PROVISIONS AND CONDITIONS CONTAINED IN AN ORDINANCE SOUTHWESTERLY IN A STRAIGHT LINE, A DISTANCE OF 140.0 FEET TO A POINT ON THE NORTH LINE OF GRANTING PERMISSION TO ERECT A WAREHOUSE BUILDING AUTHORIZED BY TOUHY AVENUE WHICH IS 21.20 FEET EASTERLY OF THE POINT OF BEGINNING OF THE HEREIN THE BOARD OF THE VILLAGE OF SKOKIE, A NOTICE OF WHICH WAS RECORDED DESCRIBED EASEMENT; THENCE WESTERLY ALONG THE NORTH LINE OF TOUHY AVENUE, A DISTANCE JUNE 29, 1977 AS DOCUMENT 23991531. ITEM IS NOT SURVEY RELATED. OF 21.20 FEET TO SAID POINT OF BEGINNING, FOR INGRESS AND EGRESS, IN COOK COUNTY, ILLINOIS. 17 EASEMENT IN FAVOR OF THE COMMONWEALTH EDISON COMPANY AND ITS PARCEL 3: SUCCESSORS AND ASSIGNS, TO INSTALL, OPERATE AND MAINTAIN ALL EQUIPMENT NECESSARY FOR THE PURPOSE OF SERVING THE LAND AND A NON-EXCLUSIVE EASEMENT FOR THE BENEFIT OF PARCEL 1 AS SET FORTH IN THE PLAT OF OTHER PROPERTY, TOGETHER WITH THE RIGHT OF ACCESS TO SAID SUBDIVISION RECORDED JUNE 25, 1999 AS DOCUMENT 99616231 FOR THE PURPOSE OF INGRESS AND EQUIPMENT, AND THE PROVISIONS RELATING THERETO CONTAINED IN THE EGRESS TO MCCORMICK BOULEVARD AND TOUHY AVENUE. GRANT RECORDED SEPTEMBER 18, 1972 AS DOCUMENT NO. 22053462. (AFFECTS PARCEL 1) ITEM IS SHOWN. PARCEL 4: 18 30 FOOT SEWER EASEMENT AS SHOWN IN DOCUMENT NUMBERS 14987747 AND EASEMENT FOR THE BENEFIT OF PARCEL 1 FOR INGRESS AND EGRESS AS CREATED BY WARRANTY 14987748 RECORDED JANUARY 9, 1951, AND THE PROVISIONS RELATING ZONING INFORMATION DEED RECORDED AS DOCUMENT 14467532 OVER PROPERTY EAST OF AND ADJOINING THE SOUTH 500 THERETO CONTAINED THEREIN. (AFFECTS PARCEL 1) ITEM IS SHOWN. FEET OF SAID PARCEL 1. THE SURVEYOR WAS NOT PROVIDED WITH THE ZONING INFORMATION. 19 10 FOOT COMMONWEALTH EDISON EASEMENT CONTAINED IN DOCUMENT NUMBER 21984410 RECORDED JULY 21, 1972, AND THE PROVISIONS CONTAINED THEREIN AND AS SHOWN ON THE SURVEY. (AFFECTS PARCEL 1) ITEM IS SHOWN. 20 10 FOOT EASEMENT IN FAVOR OF COMMONWEALTH EDISON AS PROVIDED IN DOCUMENT NO. 15106433, RECORDED JUNE 22, 1951, AND THE PROVISIONS CONTAINED THEREIN AND AS SHOWN ON THE SURVEY. THE LANDS SURVEYED, SHOWN AND DESCRIBED HEREON ARE THE SAME LANDS AS DESCRIBED IN EASEMENT DISCLAIMER RECORDED BY THE COMMONWEALTH EDISON THE TITLE COMMITMENT PROVIDED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. COMPANY SEPTEMBER 23, 1999 AS DOCUMENT 99902896 AS TO A PORTION OF CCHI2206781LD, DATED MAY 31, 2024. THE EASEMENT FALLING WITHIN STRIPED AREAS AS SHOWN ON EXHIBIT 'A' ATTACHED THERETO. ITEM IS SHOWN. 21 (A) TERMS AND CONDITIONS OF THE 20 FOOT EASEMENT FOR THE PURPOSE OF INGRESS AND EGRESS RECORDED/FILED JULY 17, 1978 AS DOCUMENT NO. MISCELLANEOUS NOTES 24538279 AND AS SHOWN ON THE SURVEY.(B) RIGHTS OF THE ADJOINING OWNER OR OWNERS TO THE CONCURRENT USE OF SAID EASEMENT. MN1 SURVEY PREPARED BY: (AFFECTS PARCEL 2) ITEM IS SHOWN. JLH LAND SURVEYING INC. 910 GENEVA STREET 22 EASEMENTS FOR INGRESS AND EGRESS IN VARIOUS WIDTHS ALONG THE ALTA/NSPS LAND TITLE SURVEY SHOREWOOD, IL 60404 NORTH LINE OF THE LAND AND A 31.67 FOOT EASEMENT FOR INGRESS AND for 815.729.4000 EGRESS AS SHOWN ON H&M REALTY PLAT OF SUBDIVISION RECORDED JUNE INFO@JLHSURVEY.COM 25, 1999 AS DOCUMENT 99616231 AND AS SHOWN ON THE SURVEY. (AFFECTS TOUHY AVENUE PROJECT THE LAND AND OTHER PROPERTY) ITEM IS SHOWN. NV5 PROJECT NO. 202404409-1 MN2 ALL FIELD MEASUREMENTS MATCH RECORD DIMENSIONS WITHIN THE PRECISION REQUIREMENTS OF ALTA/NSPS SPECIFICATIONS. 23 COVENANTS AND RESTRICTIONS (BUT OMITTING ANY SUCH COVENANT OR MN3 THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL XSPORT FITNESS STANDARDS FOR A BOUNDARY SURVEY. STATUS OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID 3450 W TOUHY AVENUE, SKOKIE, IL 60076 COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED MN4 ALL STREETS SHOWN ARE PUBLIC RIGHT OF WAY, UNLESS OTHERWISE NOTED. STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE BASED UPON TITLE COMMITMENT NO. CCHI2206781LD AGAINST HANDICAPPED PERSONS) CONTAINED IN PLAT OF SUBDIVISION OF CHICAGO TITLE INSURANCE COMPANY MN5 ASSUMED BEARING: THE NORTH RIGHT OF WAY LINE OF W. TOUHY AVENUE TO BE RECORDED JUNE 25, 1999 AS DOCUMENT NO. 99616231, RELATING TO: "THE SOUTH 89 DEGREES 06 MINUTES 14 SECONDS WEST. BEARING AN EFFECTIVE DATE OF MAY 31, 2024 EXISTING DRIVEWAYS TO THE VARIOUS LOTS IN THIS SUBDIVISION CAN REMAIN FOR AS LONG AS THE EXISTING DEVELOPMENTS REMAIN UNCHANGED. MN6 AT THE TIME OF THIS SURVEY THERE IS NO RECORD OR OBSERVED EVIDENCE OF SURVEYOR'S CERTIFICATION A CEMETERY OR BURIAL GROUND. AS THESE PARCELS ARE REDEVELOPED THE NUMBER OF ACCESS DRIVES TO HOWARD ST., MCCORMICK BLVD., AND TOUHY AVE. WILL BE REDUCED." SAID To: BERNARD CAPITAL LP; CHICAGO TITLE INSURANCE COMPANY; AND BOCK & CLARK CORPORATION, AN NV5 RESTRICTION DOES NOT CONTAIN A REVERSIONARY OR FORFEITURE CLAUSE. COMPANY: MN7 AT THE TIME OF THIS SURVEY, THE ADDRESS WAS POSTED AS 3450-3464 WEST TOUHY AVENUE. 80 FOOT EASEMENT FOR INGRESS AND EGRESS OVER THE EAST 80 FEET OF THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN THE SOUTH 500 FEET OF THE LAND AS CREATED BY INSTRUMENT RECORDED ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, MN8 THE SUBJECT PROPERTY HAS DIRECT AND INDIRECT ACCESS TO AND FROM W. AS DOCUMENT 14467532 AND AS SHOWN ON THE SURVEY. ITEM IS BLANKET IN JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6a, 6b, 7a, 7b1, 7c, 8, 9, 10, TOUHY AVENUE, AND INDIRECT ACCESS TO AND FROM MCCORMICK BOULEVARD NATURE AND NOT SHOWN. 13, 14, 16, 17 AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON NOVEMBER 20, 2024. WHICH ARE GOVERNED BY THE VILLAGE OF SKOKIE. 25 80 FOOT EASEMENT FOR INGRESS AND EGRESS OVER THE EAST 80 FEET OF MN9 IN REGARDS TO TABLE "A" ITEM 10, AT THE TIME OF THIS SURVEY, THERE WERE NO PARTY WALLS DESIGNATED BY THE CLIENT TO REFERENCE HEREON. THE SOUTH 500 FEET OF THE LAND AS CREATED BY INSTRUMENT RECORDED AS DOCUMENT 14467532 AND AS SHOWN ON THE SURVEY. ITEM IS SHOWN. MN10 IN REGARDS TO TABLE "A" ITEM 16, AT THE TIME OF THIS SURVEY, THERE WAS NO VISIBLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS. IN REGARDS TO TABLE "A" ITEM 17, AT THE TIME OF THIS SURVEY, THERE WAS NO SIGNIFICANT OBSERVATIONS MN11 RECENT STREET OR SIDEWALK CONSTRUCTION OR PROPOSED RIGHT OF WAY PRELIMINARY XX-XX-2024 CHANGES PROVIDED. DATE NONE WERE OBSERVED. JAMES L. HARPOLE, PLS ILLINOIS REGISTRATION NO. 035-3190 EXPIRES 11-30-2026 ILLINOIS PROFESSIONAL DESIGN FIRM NO. 184.007120 NETWORK PROJECT NO. 202404409-1 AAC SHEET 1 OF 2 Bock & Clark Corporation an NV5 Company FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE(S)_______OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No.__________________, PROJECT REVISION RECORD WHICH BEARS AN EFFECTIVE DATE OF______________AND IS NOT IN A SPECIAL FLOOD HAZARD AREA, BY CONTACT DATED______________TO THE DATE DESCRIPTION DATE DESCRIPTION NATIONAL FLOOD INSURANCE PROGRAM http://www.fema.gov/ WE HAVE LEARNED THIS COMMUNITY DOES CURRENTLY PARTICIPATE IN THE 11/20/2024 FIRST DRAFT LEGAL Transaction Services 1-800-SURVEYS (787-8397) PROGRAM. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS THIS SURVEY WAS PREPARED FOR THE PURPOSE OF THIS REAL ESTATE TRANSACTION ONLY AND NO 4580 Stephen Circle N.W., Suite 300, Canton, Ohio 44718 ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL FURTHER PARTIES OTHER THAN THOSE CERTIFIED ABOVE SHALL RELY ON IT FOR ANY OTHER www.BockandClark.com maywehelpyou@bockandclark.com www.NV5.com PURPOSE OR TRANSACTION. EMERGENCY MANAGEMENT AGENCY. FIELD WORK: RH DRAFTED: RH CHECKED BY: JLH FB & PG: N/A SURVEY ZONING ENVIRONMENTAL ASSESSMENT  LOT 4 OWNER: ATERES AYALA PIN: 10-26-402-061-0000 BITUMINOUS 19 FOUND IRON FOUND ROD CROSS FOUND BITUMINOUS FOUND MAG NAIL BITUMINOUS NAIL SCALE : 1" = 40' OWNER: STG NASH LLC MATCH LINE PIN: 10-26-402-018-0000 0' 20' 40' 80' SIGN BITUMINOUS BITUMINOUS FOUND IRON 22 BITUMINOUS PIPE BITUMINOUS PARCEL 1 LOT 5 BITUMINOUS OWNER: CENTERPOINT PROPERTIES PIN: 10-26-402-062-0000 HEIGHT: 39.5' BITUMINOUS LOT 1 1 STORY BRICK 125,769 S.F. #3450-3464 BITUMINOUS FOUND IRON ROD FOUND MAG NAIL GATE FOUND IRON ROD 0.84' S & 0.31' E 25 20 PARCEL 4 21 NO NU US E BIT UM I AV 2 E CE 19 NE T6 L OWNER: MULLEN CIRCLE R: V LO P.I. I BRAND UIS LO N. 1 SKO LLAG PAR PIN: 10-26-402-042-0000, 043, 044, 045, 047, 050 BITUMINOUS 0-2 K EO BITUMINOUS 6-4 IE F ST. 02- BITUMINOUS OW 063 -00 00 FOUND IRON ROD FOUND BITUMINOUS NAIL 0.24'S & 0.36'E FOUND 17 SIGN NAIL 18 21 BITUMINOUS ACCESS ACCESS FOUND FOUND IRON ACCESS MAG NAIL P.O.B. ROD PARCEL 2 W. TOUHY AVENUE FOUND NAIL McCORMICK BOULEVARD MATCH LINE LOT 1 OWNER: TEN PORTFOLIO ACCESS SIGN BITUMINOUS BITUMINOUS PARCEL 3 OWNER PIN: 10-26-402-058-0000 FOUND IRON PIPE FOUND IRON BITUMINOUS ROD BITUMINOUS FOUND IRON BITUMINOUS PIPE OWNER: LIPT TOUHY OWNER: THE KROGER MCCORMICK BITUMINOUS COMPANY PIN: 10-26-403-006-0000 PIN: 10-26-403-007-0000 LOT 1 SCALE : 1" = 50' SHEET 2 OF 2 0' 25' 50' 100' ALTA/NSPS LAND TITLE SURVEY PREPARED FOR TOUHY AVENUE PROJECT DATE OF FIELD SURVEY: NOVEMBER 20, 2024 NETWORK PROJECT NUMBER. 202404409-1 AAC 1-(800)-SURVEYS (787-8397) TRANSACTION SERVICES www.bockandclark.com maywehelpyou@bockandclark.com www.NV5.com SURVEY ZONING ENVIRONMENTAL ASSESSMENT  2024-40P - Special Use Permit: 3462 Touhy Avenue Legend Zoning and Development Zoning B2: Commercial M3: Industry 0 300 600 Print Date: 11/15/2024 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. 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. Staff Report 7852 Lincoln Avenue Community Development Department Council Chambers, 7:30 PM, January 9, 2025 To: Paul Luke, Chairman, Skokie Plan Commission From: Kate Portillo, AICP, Planning Manager Jose Acosta, Planning Coordinator Mike Voitik, Planning Coordinator Re: 2024-30P: Site Plan Approval 2024-31P: Parking Determination 2024-32P: Special Use Permit 2024-33P: Parking Determination 2024-34P: Special Use Permit General Information Location 7852 Lincoln Avenue Petitioner Dharma Drum Mountain Buddhist Association Chicago Chapter Request DDMBA-Chicago Chapter requests: • Site plan approval in order to construct a 3-story building and related surface parking at 7848 & 7852-7854 Lincoln Avenue that exceeds the maximum 25’ permitted base building height • A special use for a religious assembly and for a dormitory use in an NX Neighborhood Mixed-Use district • A parking determination for a religious assembly use and a dormitory use and any relief that may be discovered during the public hearing. Size of Site 16,317 square feet (0.374 acres) with frontage on Lincoln Avenue and Babb Avenue Existing Zoning & NX Neighborhood Mixed-Use – vacant commercial buildings Land Use Adjacent Zoning & North NX Neighborhood Mixed-Use – multi-tenant office Land Use building, vacant commercial space, printing materials business, massage therapist CX Core Mixed-Use – automotive repair facility South NX Neighborhood Mixed-Use – office and administrative services East TX Transit Mixed-Use – junior high school West R2 Single-Family – detached residences Comprehensive Plan The site is categorized as a retail/service employment land use. VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 1 of 13 SITE INFORMATION • The site contains two vacant commercial buildings. The building at 7848 Lincoln Avenue most recently contained a real estate agency and the building at 7852 Lincoln Avenue most recently contained a religious assembly use. • The subject site is accessible by vehicle from the alley to the west of the subject site. • Overhead utilities run in a north-south direction along the west side of the subject site. An additional utility pole is located in the Babb Avenue parkway near the northeast corner of the subject site and supports the transition of overhead utilities running from the west to an underground location. Complete Streets  Public sidewalks are present along Lincoln Avenue and Babb Avenue.  Lincoln Avenue northwest of Babb Avenue and Babb Avenue northeast of Lincoln Avenue are designated as bike route/shared use roadways.  Lincoln Avenue southeast of Babb Avenue is a designated long-term bike route.  No bicycle parking is presently available at the subject site.  The subject site is not directly served by any bus routes. The Pace 226 Oakton Street bus runs along Lincoln Avenue and Niles Center Road, a half block to the northwest of the subject site. The Pace 210 Lincoln Avenue bus runs along Lincoln Avenue and Oakton Street, 1 ½ blocks to the north of the subject site.  The Oakton-Skokie CTA Station is located approximately a half mile to the northeast of the subject site.  The subject site is within walking distance of residential neighborhoods, retail, services, schools, Skokie Village Hall, and Skokie Public Library.  Pedestrian access to the subject site is available from Lincoln Avenue and Babb Avenue. P etitioner’s Subm ittal The petitioner is proposing the construction of a 3-story, 33’ 2” building that exceeds the maximum 25’ permitted base building height to contain a religious assembly use and 17 dormitory units, along with surface parking at 7848 & 7852-7854 Lincoln Avenue in an NX Neighborhood Mixed-Use district. With regard to the proposal, the petitioner explains that: DDMBA Chicago Chapter, a Buddhist organization, is a local chapter of DDMBA (web address: ddmbachicago.org, a US-based NGO (located in New York State) which aims to contribute to the well-being of humanity and the planet through its focus areas: youth leadership, interfaith dialogue, peace building, protecting the natural environment and VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 2 of 13 disaster relief. DDMBA, in turn is the US branch of DDM Taiwan. The vision of DDM Taiwan is to uplift the character of humanity and to build a pure land on earth. DDMBA Chicago Chapter is a non-profit volunteer organization which derives its operational funds from public donations. All the board members and chapter members who operate this organization are volunteers and do not withdraw any funds from Chicago Chapter. We currently have around 200 members with 10 of them running most of the programs. DDMBA Chicago Chapter is currently renting a space (about 1500 SF) at 241 Holbrook Drive, Wheeling, IL 60090. Our current operations include classes and activities on site as described in the DDMBA Chicago Class spreadsheet, as well as online classes organized and zoomed by our chapter members and online classes organized and zoomed by DDMBA. We intend to transition all the online classes to onsite classes once the meditation/community/culture center is built as Covid-19 is easing and people are more comfortable with onsite classes and activities. As shown in the DDMBA Chicago Classes, 2nd revision, all these classes are to be held on weekdays from 5:30 pm to 8:30 pm or weekends from 8:30 am to 4:30 pm. These classes include Chan workshop, Book study, visiting teacher retreats, Tai Chi, Yoga, Dharma instrument, and Abbot visits. The number of participants for all these classes varies from 5 to 30 with most classes falling within 10 participants. The Abbot of DDM Taiwan will visit our local chapter once every two years. During the Abbot visit, we will hold one gathering with 100-150 attendees. As depicted in the site plan, we will have a total of 11 parking spaces with 9 open parking spaces, one garage site and one designated for handicapped. We also have signed a parking rental agreement with the Assyrian National Council of Illinois (7840 Lincoln Ave., Skokie, IL 60077) for their 15 parking spaces. In total, we have 26 parking spaces at our disposal of. In considering our parking space needs, please also keep in mind that our current site is accessible by public transportation. Therefore, some of our participants may come to our site by bus or train. And some of our participants may come to our site by bicycling. Therefore, the total parking spaces needed should be eased considerably. As mentioned above, we also anticipate a visit by our Abbot from DDM Taiwan once every two years. During the Abbot's visit, a gathering with about 100 to 150 participants will be held. This event will be held after working hours or on the weekend. The parking space need is also described and summarized in the revised parking study conducted by KLOA. In our architectural drawing, we have spaces designated as dormitories. However, its use is only limited to up to 4 times a year (2 nights each time, Friday, and Saturday night) when we have visiting teacher retreats. Our dormitory is meant for the meditation participants to stay during a visiting teacher retreat. The essence of meditation during retreat is to provide a serene environment for meditation participants. This requirement extends to the time beyond meditation session, i.e. include evening and nighttime. This is the main reason we opt to provide dormitory spaces for meditation participants. Please noted that we do have designated space on the third floor for maintenance equipment storage and laundry in the basement should our retreat participants have such need. The visiting teacher retreat involves lots of preparation in advance and concurrent staff support during the session. With our current core volunteer size, we at most will be able to support 6 retreats a year. We believe that the current 4 retreats a year will last for a while before we can offer 6 retreats a year. The VIP room as depicted in architectural drawing is to be used as lodging for the visiting teacher and our Abbot from Taiwan. This space is also used as a place for the Abbot and visiting teacher to meet guests and to receive students. We also need to emphasize that we do not hold VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 3 of 13  routine religious assembly like Christian church. The Chan workshop, Sunday Chinese book study, Saturday Chinese book study and visiting teacher retreat are essentially our religious assemblies. All the classes and activities offered by DDMBA Chicago Chapter are open to the public. Most of the classes and activities are free with some having a very modest charge. It is the intention of DDMBA Chicago Chapter to offer the Dharma teaching, to care and to serve the community, and to integrate into the community. The petitioner organized an open meeting with neighboring residents to discuss the proposed development. The meeting was held at the Skokie Public Library on December 19th, 2024 and served as a platform for the petitioner to present the project details and engage with the community by addressing any questions or concerns about the intended uses of the property. The dialogue facilitated a transparent exchange of information, aimed at fostering understanding and collaboration between the petitioner and the local community. A total of 8 neighboring residents attended the meeting and had the opportunity to voice their concerns. CASE 2024-30P The petitioner is requesting site plan approval in order to construct a 3-story, 33’ 2” tall building that exceeds the maximum 25’ permitted base building height. Staff has identified §118-184(a) which allows for a maximum building height of 45’ under site plan approval. No items of relief are being requested as part of the subject case. Staff Analysis and R ecom m endation Staff recommends that the petitioner’s request for site plan approval to construct a 3- story, 33’ 2” tall building along with surface parking at 7848 & 7852-7854 Lincoln Avenue in an NX Neighborhood Mixed-Use district be APPROVED, subject to the recommended conditions and attached Proposed Positive Findings of Fact. As a matter of comparison, nearby building heights are as follows: 7840 Lincoln Avenue is 30’ 11¼”, Lincoln Junior High located at 7839 Lincoln Avenue is 44’ in height to the roofline and 57’ to the top of the clocktower, and Wintrust Bank at 7839 Lincoln Avenue is 35’. Staff comments to be addressed are as follows: • Dedication for the alley off of Babb Avenue is required. Village Code Section 94- 6(5)(a) states that alleys shall be 20 ft wide when not in a single-family residential zoning district. The alley as proposed is 16 feet wide and will require a 4-foot dedication. Staff requests that the Mylar of the 4-foot dedication be submitted to the Village upon the passage of the ordinance by the Board of Trustees. • Off-site special event parking in Wheeling is not acceptable for meeting the parking demand of special events. When an Abbot’s visit special event for 100- 150 participants is anticipated, an application for a special event permit shall be submitted to the Village 90 days before the event and accessory off-street parking in the Village of Skokie and within 0.5 miles of the event shall be VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 4 of 13  secured as a part of this application. CASE 2024-32P PETITIONER’S SUBMITTAL The petitioner is requesting a special use permit for religious assembly at 7852 Lincoln Avenue in an NX Neighborhood Mixed-Use zoning district. Staff Analysis and R ecom m endation Staff recommends that the petitioner’s request for a special use permit for religious assembly at 7852 Lincoln Avenue in an NX Neighborhood Mixed-Use zoning district be APPROVED, subject to the attached Positive Findings of Fact. Five religious assembly uses operate within a ½ mile radius of the subject site and are as follows: Ethical Humanist Society at 7574 Lincoln Avenue, Devar Emet Messianic Synagogue at 7800 Niles Avenue, St. Paul Lutheran Church at 5201 Galitz Street, St. Peter’s United Church of Christ at 8013 Laramie Avenue, and Saints Peter and Lambert at 8116 Niles Center Road. CASE 2024-34P PETITIONER’S SUBMITTAL The petitioner is requesting a special use permit for a dormitory use at 7852 Lincoln Avenue in an NX Neighborhood Mixed-Use zoning district. Staff Analysis and R ecom m endation Staff recommends that the petitioner’s request for a special use permit for a dormitory at 7852 Lincoln Avenue in an NX Neighborhood Mixed-Use zoning district be APPROVED, subject to the attached Positive Findings of Fact. The petitioner has represented that overnight accommodations are requested for the purposes of 1) a maximum of six (6) meditation retreats annually for up to 30 participants and 2) to accommodate the Abbot and ancillary staff during a visit approximately every two (2) years. Village Code §118-32 General definitions provides that “Dormitory means a rooming or boarding establishment that serves a specific group or membership, provides temporary accommodations, and may offer housekeeping, meals, and laundry services” and this use in Appendix A: Use Table most closely matches the use description provided by the applicant. CASE 2024-31P and 33P PETITIONER’S SUBMITTAL The petitioner (DDMBA Chicago Chapter) is requesting a parking determination for a religious assembly use with an accessory dormitory use at 7852 Lincoln Avenue in an NX Neighborhood Mixed-Use district. Off-street parking requirements for the uses are determined by the Plan Commission. Staff Analysis and R ecom m endation VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 5 of 13 Staff recommends that the Plan Commission determine the off-street parking requirement for the proposed DDMBA Chicago Chapter at 7852 Lincoln Avenue to be 13 vehicle parking spaces and 1 bicycle parking space. Staff’s parking analysis for the proposed use supports the requirement for the petitioner to make a financial contribution in lieu of providing off-street parking. During normal operations, DDMBA has a parking demand of 0.91 spaces per attendee. 11 off-street parking spaces and 4 bicycle parking spaces will be provided at 7852 Lincoln Avenue. With an expected maximum of 14 attendees, the number of parking spaces required in a typical week is 13 parking spaces. A variance or relief from providing required off-street motor vehicle parking is not permitted in the NX Neighborhood Mixed-Use district. A payment shall be made to the Village for financial contribution in lieu of providing off-street parking for each deficient required parking space to be held in a reserve account to provide for the acquisition, erection, construction, or installation of public parking structures or lots within or adjacent to a mixed-use district. A contribution of $15,000 for each of the first 5 parking spaces requested and $24,000 for each additional parking space requested thereafter must be paid prior to the issuance of a building permit. In this case, a payment of $30,000 would be required in lieu of 2 parking spaces. Staff recommends that the Plan Commission determine the off-street parking requirement for the proposed DDMBA Chicago Chapter dormitory use at 7852 Lincoln Avenue to be 27 vehicle parking spaces and 1 bicycle parking space. The Association is also proposing to host small special events that will occur a maximum of 6 times annually. The purpose of the dormitory use is to provide a stay for these events. The expected maximum number of attendees is 30. With 30 attendees, 27 parking spaces are required using the ratio of 0.91 per attendee. The applicant has represented that they signed a rental agreement with the Assyrian National Council of Illinois located at 7840 Lincoln Avenue for 15 additional off-site parking spaces when the special events occur. In any occurrence that the lease agreement expires or is lost, additional off-street parking must be obtained to host these special events. The parking analysis worksheet is attached for your review. Staff reviewed the submitted parking study and agreed with the study’s analysis, which recommended that 27 spaces be required for the dormitory use at 7852 Lincoln. A total of 11 spaces are provided within the lot that DDMBA Chicago will occupy, with an additional 15 parking spaces being leased from the Assyrian National Council of Illinois to be utilized all day on weekends and after 5:30 P.M. on weekdays. The leasing hours are outside of the Assyrian National Council of Illinois’ normal hours of operation and therefore the off-site parking arrangement is acceptable to the Village. One of the 11 spaces on site will be required to be handicapped accessible. As is typical for large special events at various institutions throughout the Village, at a time when the applicant anticipates a large event of 100-150 attendees, an application for a Special Event Permit shall be made to and approved by the Village. Appearance Com m ission VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 6 of 13 This item has not yet been reviewed by the Appearance Commission but will require a Certificate of Appropriateness awarded by the Appearance Commission prior to the hearing before the Board of Trustees due to the proposal involving the construction of a new building. Attachm ents 1. Recommended Conditions for 2024-30P 2. Proposed Positive Findings of Fact for 2024-30P 3. Recommended Conditions for 2024-32P 4. Proposed Positive Findings of Fact for 2024-32P 5. Recommended Conditions for 2024-34P 6. Proposed Positive Findings of Fact for 2024-34P 7. 7852 Lincoln Avenue Plan Set, 16 pages, by Size Arch, dated September 14, 2024 8. Landscape Plan by Milieu Landscaping, dated January 2nd, 2025 9. Engineering Plan Set, 14 Pages, by Manhard Consulting, dated December 2, 2024 10. Parking Analysis Worksheet, dated October 2, 2024 11. Aerial and Zoning Map 7852 Lincoln Avenue, dated December 18, 2024 VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 7 of 13 Recommended Conditions 2024-30P: Site Plan Approval Community Development Department Council Chambers, 7:30 PM, January 9, 2025 1. The petitioner shall develop the Subject Property in substantial conformance with the final Village approved Site Plan, dated <insert date of final approved plan>, Level B1 Floor Plan, dated <insert date of final approved plan>, Level 1 Floor Plan, dated <insert date of final approved plan>, Level 2 Floor Plan, dated <insert date of final approved plan>, Level 3 Floor Plan, dated <insert date of final approved plan>, North Elevation, dated <insert date of final approved plan>, South Elevation, dated <insert date of final approved plan>, West Elevation, dated <insert date of final approved plan>, and East Elevation, dated <insert date of final approved plan>; 2. The petitioner shall submit to the Planning Division electronic files of the site, landscape, and floor plans in their approved and finalized form. 3. The proposed development shall have a minimum of 11 off-street vehicle parking spaces including 1 handicapped parking space and a minimum of 4 bicycle parking spaces as indicated on the site plan dated September 14, 2024. 4. A screened garbage corral with an impervious surface shall be provided to contain all dumpsters. 5. The petitioner shall sign an "Agreement for Installation and Maintenance of Landscaping" to assure that the Subject Property and parkway landscaping is completed and maintained, including trimming, watering, and replacing of dead plant materials in a timely manner in accordance with the final approved landscape plan. A copy of said Agreement is to be made part of the Ordinance to go before the Board of Trustees and shall be recorded at the petitioner’s expense; 6. The number of visiting teacher retreats shall be limited to six (6) times per calendar year. 7. For the purpose of accommodating any “Abbot’s visit” large special event, the petitioner shall submit to the Village 90 days in advance and receive approval for a special event application that includes an agreement for off-street vehicle parking located within 0.5 miles of the subject site. 8. Upon the passage of the ordinance by the Board of Trustees, the Mylar of the dedication must be submitted to the Village with all signatures other than Village staff or officials. VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 8 of 13 Proposed Positive Findings of Fact 2024-30P: Site Plan Approval Community Development Department Council Chambers, 7:30 PM, January 9, 2025 Consideration Finding The request is harmonious with and does not The request will be harmonious with and will adversely affect adjacent properties. not adversely affect adjacent properties as long as the conditions of the planned development for site plan approval are met. The request can demonstrate that adequate The request will have adequate public public facilities, including roads, drainage, facilities, including roads, drainage, utilities, utilities, and police and fire protection exist or and police and fire protection, which exist or will exist to serve the requested use at the time will exist to serve the requested use at the such facilities are needed. time such facilities are needed. The request demonstrates adequate provision The request will have adequate provisions for for maintenance of the associated structures. maintenance of the associated structures. The request has considered and, to the degree No adverse effects on the natural possible, addressed the adverse effects on the environment are anticipated. natural environment. The request will not create undue traffic It is not anticipated that the request will congestion. create undue traffic congestion as steps will be taken to accommodate increased traffic during visiting teacher retreats and Abbot visits. The request will not adversely affect public Public health, safety, and welfare will not be health, safety, and welfare. adversely affected by the request as the religious assembly is typically low-impact in terms of gathering frequency and member attendance. The request conforms to all applicable The request will conform to all applicable provisions of this code, except where relief is provisions of this code. granted with the request. VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 9 of 13 Recommended Conditions 2024-32P: Special Use Permit Community Development Department Council Chambers, 7:30 PM, January 9, 2025 1. The petitioner shall develop the Subject Property in substantial conformance with the final Village approved Site Plan, dated <insert date of final approved plan>, Level B1 Floor Plan, dated <insert date of final approved plan>, Level 1 Floor Plan, dated <insert date of final approved plan>, Level 2 Floor Plan, dated <insert date of final approved plan>, Level 3 Floor Plan, dated <insert date of final approved plan>, North Elevation, dated <insert date of final approved plan>, South Elevation, dated <insert date of final approved plan>, West Elevation, dated <insert date of final approved plan>, and East Elevation, dated <insert date of final approved plan>; 2. The petitioner shall submit to the Planning Division electronic files of the site, landscape, and floor plans in their approved and finalized form. 3. The owner of the Subject Property [and its tenant] shall ensure that employees park on the Subject Property; 4. The number of visiting teacher retreats shall be limited to six (6) times per year. 5. For the purpose of accommodating any “Abbot’s visit” large special event, the petitioner shall submit to the Village 90 days in advance and receive approval for a special event application that includes an agreement for off-street vehicle parking located within 0.5 miles of the subject site. 6. Failure to abide by any and all terms of this Ordinance shall be cause for the Village to initiate hearings to determine whether the subject Ordinance, as well as any applicable business licenses, should be revised or revoked. The petitioner shall pay all costs related to any hearings conducted as a result of non-compliance with any of the provisions of the enabling ordinance. The costs shall include but not be limited to court reporter fees, attorney fees, and staff time required researching and conducting said hearing. VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 10 of 13 Proposed Positive Findings of Fact 2024-32P: Special Use Permit Community Development Department Council Chambers, 7:30 PM, January 9, 2025 Consideration Finding The request is consistent with the intent of the Institutional uses are accommodated in Comprehensive Plan. commercial districts as they give the Village stability and add to its sense of place. The proposed use is generally low-impact and harmonized with existing development. The request will not adversely affect adjacent The proposed use does not adversely affect properties. the current uses on adjacent properties. The request is compatible with the existing or The proposed use is currently compatible allowable uses of adjacent properties. with the existing uses of adjacent properties. The request demonstrates that adequate public The proposed request does demonstrate that facilities, including roads, drainage, utilities, all existing public facilities are adequate. and police and fire protection exist or will exist to serve the requested use at the time such facilities are needed. The request demonstrates adequate provision The request demonstrates adequate provision for maintenance and use of the associated for maintenance and use of the associated structures. structures. The request has considered and, to the degree There will be little to no additional adverse possible, addressed the adverse effects on the effect on the natural environment. natural environment. The request will not create undue traffic The proposed use is not expected to create congestion. undue traffic congestion. The request will not adversely affect public The proposed use will not adversely affect health, safety, and welfare. the public health, safety, or general welfare. The request conforms to all applicable The request as amended by Staff conforms to provisions of this code, except where relief is all applicable provisions of this code. granted with the request. VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 11 of 13 Recommended Conditions 2024-34P: Special Use Permit Community Development Department Council Chambers, 7:30 PM, January 9, 2025 1. The petitioner shall develop the Subject Property in substantial conformance with the final Village approved Site Plan, dated <insert date of final approved plan>, Level B1 Floor Plan, dated <insert date of final approved plan>, Level 1 Floor Plan, dated <insert date of final approved plan>, Level 2 Floor Plan, dated <insert date of final approved plan>, Level 3 Floor Plan, dated <insert date of final approved plan>, North Elevation, dated <insert date of final approved plan>, South Elevation, dated <insert date of final approved plan>, West Elevation, dated <insert date of final approved plan>, and East Elevation, dated <insert date of final approved plan>; 2. The owner of the Subject Property [and its tenant] shall ensure that employees park on the Subject Property; 3. The petitioner shall submit to the Planning Division electronic files of the site, landscape, and floor plans in their approved and finalized form. 4. The dormitory use is capped at a maximum of six (6) times per year for visiting teacher retreats and for the purpose of lodging for the Abbot from Taiwan and ancillary staff for this visit once every two (2) years. 5. The petitioner shall comply with all Federal and State statutes, laws, rules and regulations and all Village codes, ordinances, rules, and regulations; and 6. Failure to abide by any and all terms of this Ordinance shall be cause for the Village to initiate hearings to determine whether the subject Ordinance, as well as any applicable business licenses, should be revised or revoked. The petitioner shall pay all costs related to any hearings conducted as a result of non-compliance with any of the provisions of the enabling ordinance. The costs shall include but not be limited to court reporter fees, attorney fees, and staff time required researching and conducting said hearing. VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 12 of 13 Proposed Positive Findings of Fact 2024-34P: Special Use Permit Community Development Department Council Chambers, 7:30 PM, January 9, 2025 Consideration Finding The request is consistent with the intent of the The low-impact nature of the dormitory use Comprehensive Plan. aligns with the stability of mixing uses in a context appropriate way as identified in the Comprehensive Plan. The request will not adversely affect adjacent There should be no adverse effects created properties. by the proposed use upon the adjacent properties or businesses. The request is compatible with the existing or The request is compatible with the existing or allowable uses of adjacent properties. allowable uses in the area. The request demonstrates that adequate public Adequate public facilities will exist to serve facilities, including roads, drainage, utilities, the requested use. and police and fire protection exist or will exist to serve the requested use at the time such facilities are needed. The request demonstrates adequate provision Adequate provision for maintenance and use for maintenance and use of the associated of the associated structures is demonstrated structures. by the request. The request has considered and, to the degree No adverse effects on the environment will possible, addressed the adverse effects on the be created by the proposed use. natural environment. The request will not create undue traffic Undue traffic congestion will not be created congestion. by the proposed use. The request will not adversely affect public There should be no adverse effect upon health, safety, and welfare. public health, safety, and welfare by the request. The request conforms to all applicable All applicable provisions of this code are provisions of this code, except where relief is conformed to by the request. granted with the request. VOSDOCS-#623651-v3-Combined_Staff_Report_7852_Lincoln_Avenue 13 of 13 DDM CHICAGO COMMUNITY CENTER ISSUED FOR PRELIMINARY DESIGN SEPT14,2024 G100 COVER G101 RENDERING G102 RENDERING G103 RENDERING G104 RENDERING A001 PROJECT DESCRIPTIONS & GENERAL SYMBOLS A002 MATERIAL LIST A011 SITE PLAN A100 LEVEL B1 FLOOR PLAN A101 LEVEL 1 FLOOR PLAN A102 LEVEL 2 FLOOR PLAN A103 LEVEL 3 FLOOR PLAN A201 NORTH ELEVATION A202 SOUTH ELEVATION A203 WEST ELEVATION A204 EAST ELEVATION © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO COMMUNITY CENTER 7852 Lincoln Avenue, Skokie, IL CLIENT Dharma Drum Mountain Buddhist Assoc. DESIGN ARCHITECT LDI GENERAL NOTES PRELIMINARY DESIGN RENDERING SEPT 14 2024 RENDERING PROJECT NO. SHEET NO. 2202 G101 © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO COMMUNITY CENTER 7852 Lincoln Avenue, Skokie, IL CLIENT Dharma Drum Mountain Buddhist Assoc. DESIGN ARCHITECT LDI GENERAL NOTES RENDERING PRELIMINARY DESIGN SEPT 14 2024 RENDERING PROJECT NO. SHEET NO. 2202 G102 © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO COMMUNITY CENTER 7852 Lincoln Avenue, Skokie, IL CLIENT Dharma Drum Mountain Buddhist Assoc. DESIGN ARCHITECT LDI GENERAL NOTES PRELIMINARY DESIGN RENDERING SEPT 14 2024 RENDERING PROJECT NO. SHEET NO. 2202 G103 © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO COMMUNITY CENTER 7852 Lincoln Avenue, Skokie, IL CLIENT Dharma Drum Mountain Buddhist Assoc. DESIGN ARCHITECT LDI GENERAL NOTES PRELIMINARY DESIGN RENDERING SEPT 14 2024 RENDERING PROJECT NO. SHEET NO. 2202 G104 © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO DESIGN DESCRIPTION FOR DDM CHICAGO COMMUNITY CENTER COMMUNITY CENTER 7852 Lincoln Avenue, Skokie, IL CLIENT Utility Pole Relocation: Project Address: The utility pole on the south side, which currently conflicts with the parking layout, will be relocated to resolve this issue, 7852 Lincoln Avenue, Skokie, IL Dharma Drum Mountain Buddhist Assoc. ensuring a more efficient and unobstructed parking area. Project Overview: DESIGN ARCHITECT Usage Restrictions: This project involves the construction of a three-story building with a basement, intended for use by a religious group and as a No Chinese or Christmas parties with more than 40 attendees will be held on this property, adhering to occupancy limits dormitory for its members. The building is designed to accommodate the daily life, religious activities, and living needs of up to and ensuring a manageable number of occupants at any given time. 40 people. LDI Parkway Trees: Area Matrix: There are five parkway trees on the site, which will be protected with tree fencing during the construction period to ensure AREA DETAIL SQ.FT. their preservation. Tree protection measures will comply with local ordinances and guidelines to maintain the site's natural aesthetics and environmental health. TOTLA PLOT AREA 12549.12 PROPOSED AREA AT GROUND FLOOR 6382 GENERAL NOTES PROPOSED AREA AT SECOND FLOOR 2583 Four new trees will be added. Two added on North Lincoln Parkway and one added next to the building entrance and one PROPOSED AREA AT THIRD FLOOR 2008 added one the west south side nex to parking. TOTAL COVERED AREA ALL FLOOR 10973 F.A.R(Floor Area Ratio)=16082.08 / 12549.12 0.87 Basement Functions: PROPOSED AREA AT BASEMENT 2170 Substation Room: Houses electrical substations for power distribution. Electrical Room--ELE: Contains electrical panels and equipment. Elevator Room--ELV: Dedicated space for elevator machinery and controls. Building Functions: Laundry Room: Equipped with washing machines and dryers for resident use. The primary functions of the building include: Grease Room: Designated area for grease traps and related maintenance. Air Conditioning Room: Houses air conditioning units and related HVAC equipment. Buddha Hall: A dedicated space for religious activities. Hot Water Room: Contains hot water tanks and heating equipment. Dining Hall: A communal dining area for the community members. Kitchen: A fully equipped kitchen to support meal preparation for the community. Sustainability Features: Library: A quiet space for reading, study, and reflection. Energy-efficient HVAC systems: To ensure optimal energy use and reduce utility costs. Courtyard: An outdoor area for relaxation and informal gatherings. Insulation and thermal barriers: To enhance energy efficiency and occupant comfort. Back of House and MEP: These include necessary support spaces and facilities, such as storage rooms, mechanical rooms, and utility areas. Safety and Accessibility: The design will prioritize safety and accessibility, ensuring compliance with relevant building codes and standards. Building Structure: The building will utilize a combination of durable and aesthetically pleasing materials to ensure both Features include: longevity and a modern appearance: Fire safety systems: Including smoke detectors, fire alarms, and sprinkler systems. · Precast Concrete Panels: Providing structural integrity and thermal efficiency. ADA-compliant facilities: Ensuring accessibility for individuals with disabilities, including ramps, wider doorways, and · U-Glass: Offering a translucent and elegant facade element. accessible restrooms. · Standard Glass: and energy-efficient glazing, to ensure longevity and minimize environmental impact. · Aluminum Panels: Adding sleek, clean lines to the building's exterior for a contemporary finish. This comprehensive design description outlines the key aspects of the project during the planning phase, ensuring that all functional, logistical, and regulatory requirements are addressed for a successful development. Architectural Style: The building boasts a modern architectural style characterized by its clean and sophisticated facade. The design features a minimalist aesthetic with the following elements: GENERAL SYMBOLS Site Elevation: Site elevation will be defined by the civil engineer Parking: COLUMN GRID SYMBOL LEVEL CHANGE PROPERTY LINE EXTERIOR ELEVATION The current site provides 9 regular parking spaces, 1 ADA-compliant parking and 1 Garage parking. Additionally, the owner SYMBOLS has signed a Parking Rental Agreement to use 15 parking spaces at the nearby 7840-7842 Lincoln Ave parking lot, ensuring PRELIMINARY DESIGN XX ELEVATION BUILDING SETBACK LINE XX DESIGNATION adequate parking availability for the building's needs. SEPT 14 2024 A- XXX Lanscape Water Pond: BASEMENT SETBACK LINE SHEET REFERENCE NUMBER INTERIOR ELEVATION SYMBOLS NORTH ARROW As part of design feature to creat more Zen feeling, a landscape water pond is designed at the front of the entrance. The ELEVATION REFERENCE TRUE NORTH water pond made the entrance sequence more ceremonial. It is 1'6'' deep and the pool's mechnical room is in basement. X ELEVATION DESIGNATION PROJECT NORTH During the winter, there will be no water, and the white stone at the bottom reveals. FLOOR A-XXX X LEVEL LEVEL X X SHEET REFERENCE NUMBER 1234 ELEVATION IN FEET New Parkway: To better serve the project. There are two new park way added, one added on Babb Avenue and one added North Lincoln SPOT ELEVATION BUILDING SECTION SYMBOLS Avenue. DETAIL SYMBOLS XX SECTION DESIGNATION EL. 1234 XX DETAIL ELEVATION IN FEET A-XXX Entrances and Exits: NUMBER A-XXX SHEET REFERENCE NUMBER Main Entrance: Located on Babb Avenue, designed to be the primary point of access for residents and visitors, featuring a SHEET REFERENCE NUMBER ENLARGED AREA SYMBOLS XX welcoming entrance lobby. PROJECT DETAIL DESIGNATION A-XXX Secondary Exit: Located on the southeast side of the building, providing an additional egress point for safety and DESCRIPTIONS & XX A-XXX convenience. GENERAL SYMBOLS SHEET REFERENCE NUMBER BUILDING PROJECT NO. SHEET NO. A001 ENTRENCE 2202 As indicated © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO COMMUNITY DDM CHICAGO COMMUNITY CENTER CENTER 7852 Lincoln Avenue, Skokie, IL EXTERIOR MAJOR MATERIAL LIST CLIENT Dharma Drum Mountain Buddhist Assoc. DWG CODE MATERIAL DESCRIPTION DESIGN ARCHITECT AL-01 ALUMINUM EXTRUSION, MATALIC PVDF FINISH, MFR:PPG, COLOR:SILVER GREY AL-02 ALUMINUM, MATALIC PVDF FINISH, MFR:PPG, COLOR:DARK GREY CONC-01 STRUCTURAL CONCRETE LDI CONC-02 CHISELED CONCRETE, MFR: CONCRETE LCDA, PANBETON RUGGED, COLOR: 200 NATURAL GREY CONC-03 ULTRA HIGH PERFORMANCE CONCRETE FIN, MFR:FINE CONCRETE, COLOR REFERS TO CONC-02, SIZE REFERS TO DWG GL-01 LOBBY MONOLITHIC GLASS, CLEAR, LOW IRON, TEMPERED GL-02 MONOLITHIC GLASS, TINTED, LOW IRON, TEMPERED GENERAL NOTES GL-03 FROSTED U SHAPED GLASS TEMPERED, MFR: BEIJING NORTHGLASS TECHNOLOGIES, 6MM THICKNESS, 260MM WIDE, ICE PATTERN, RECTANGUALR, POLISHED EDGE STL-01 STEEL STRUCTURE, COLOR: DARK GREY STL-02 STEEL CABLE, COLOR: DARK GREY ST-01 TERRAZO STONE FINISH, MFR: MENCONI, RUSTIC TERRAZO, MOSAICO, COLOR: LIGHT GREY ST-02 PAVEMENT TILE FOR PEDESTRAIN ROAD PRELIMINARY DESIGN SEPT 14 2024 MATERIAL LIST PROJECT NO. SHEET NO. 2202 1/16" = 1'-0" A002 © COPYRIGHT SIZE ARCH  PROJECT NAME PROPERTY LINE DDM CHICAGO BUILDING SETBACK LINE COMMUNITY BASEMENT SETBACK LINE CENTER ELEVATION REFERENCE 7852 Lincoln Avenue, Skokie, IL FLOOR LEVEL LEVEL CLIENT 1234 ELEVATION IN FEET Dharma Drum Mountain COLUMN GRID SYMBOL Buddhist Assoc. X DESIGN ARCHITECT X EXTERIOR ELEVATION SYMBOLS UE PRESERVED TREE 29 EN PRESERVED '- ELEVATION 95 /16 TREE N DESIGNATION " XX A-XXX SHEET REFERENCE AV NEW PARKWAY LI LDI NC 2' -1 NUMBER "4 '- 0" NORTH ARROW TRUE NORTH BB PRESERVED TREE 0" O BA 35 ' -1 33'- 0" PRESERVED TREE LN CL GENERAL NOTES BUILDING SECTION SYMBOLS XX SECTION NEW PARKWAY ____ 1 A201 7' -0 " LANDSCAPE WATER POND AV EN CL DESIGNATION 0" 4' - 1 A-XXX ____ 0" A204 - 9' -1' - 6" 16 ' -0 UE " " 21' - 2" ' -0 SHEET REFERENCE L 24 SL VE LE T O PRESERVED PE NUMBER TREE BIKE PARKING(4) D N IN U R O P TO R T G OO XX F DR AI NEW PLANTED 2F N A-XXX 5' - 30' - 8" TREE 0" 23' - 10" 10' SL - 6" SL BUILDING ENTRENCE O PE 3F O " PE NEW SOD IN 6' - NEW PLANTED 1/16 TO TO PARKWAY 0" TREE 0 '- '- DR 56 36 DR AI 0" 7' - AI N N 0" - 8' NEW PLANTED 1F " 5/8 TREE 11 12 1: -2' - 0" NEW PLANTED TREE 8' -0 12 PRELIMINARY DESIGN " 1: SL 8' O ACCESS AISLE PE -0 " -0 6' " 5' -6 TO " SEPT 14 2024 3/1 -0 DR 7' 6" 49 '- AI 6" 0" N ADA PARKING - 1' 22 '- 6" 61 '- 1F 1F 0" 0" '- 36 0" 13' - 2" '- 16 11 '- 6" 1F PARKING(9) 1 ____ SL O A203 PE 0' - 0" 14' - 10" " 0" LE -1' - 6" -0 '- PO T -1' - 6" ' 97 Y TO 20 0" IT EN A '- IL M 17 DR 1 92 UT ASE '- 0" IN ____ NG B A202 TI O IS E T -2' - 0" RB EX OV CU AL M 10 '- 0" LE 5' -0 " -2' - 0" 36 ' -0 " Y 20 '- SITE PLAN 0" 14 '- 6" A010 PROJECT NO. SHEET NO. SITE PLAN 2202 1 3/32" = 1'-0" As indicated © COPYRIGHT SIZE ARCH  PROJECT NAME PROPERTY LINE DDM CHICAGO BUILDING SETBACK LINE COMMUNITY BASEMENT SETBACK LINE CENTER 7852 Lincoln Avenue, Skokie, IL ELEVATION REFERENCE ____ 1 CLIENT A204 FLOOR LEVEL LEVEL 1 2 1 2 Dharma Drum Mountain 123 A B A303 C D A303 E F A304 G A304 H I 4 Buddhist Assoc. ELEVATION IN FEET 19' - 0" 9' - 0" 10' - 0" 13' - 6" 7' - 6" 12' - 0" 15' - 0" 12' - 0" COLUMN GRID SYMBOL DESIGN ARCHITECT XX EXTERIOR ELEVATION SYMBOLS LDI 1 4' - 6" ELEVATION DESIGNATION MEP SHAFT 2 XX A-XXX 1 GREASE ROOM HOT WATER ROOM LAUNDRY 1 A301 FILTER ROOM 90 SF 100 SF 110 SF A301 SHEET REFERENCE OHU ROOM 11' - 0" GENERAL NOTES 70 SF 100 SF NUMBER SUBSTATION 220 SF NORTH ARROW LOCKER LOCKER TRUE NORTH 3 3' - 0" 6' - 0" -10' - 0" CORRIDOR UP 5' - 3" 3' - 8" BUILDING SECTION SYMBOLS 3' - 0" 3' - 0" UP 19' - 0" RESTROOM RESTROOM SECTION POOL MEP 100 SF 130 SF XX DESIGNATION 100 SF 5' - 0" A-XXX ADA 2 ELE STORAGE 40 SF 2 ELV A301 30 SF 110 SF A301 30 SF 4 SHEET REFERENCE NUMBER 1 XX ____ A201 A-XXX 18' - 0" 1 1 BUILDING ENTRENCE A302 A302 5 ____ 1 A202 2 2 A302 19' - 0" A302 6 19' - 0" PRELIMINARY DESIGN 7 SEPT 14 2024 1 2 1 2 A303 A303 A304 A304 ____ 1 A203 LEVEL B1 FLOOR LEVEL B1 1 3/16" = 1'-0" PLAN PROJECT NO. SHEET NO. 2202 As indicated A100 © COPYRIGHT SIZE ARCH  PROJECT NAME PROPERTY LINE DDM CHICAGO BUILDING SETBACK LINE COMMUNITY BASEMENT SETBACK LINE CENTER 7852 Lincoln Avenue, Skokie, IL ELEVATION REFERENCE 1 ____ CLIENT A204 FLOOR LEVEL LEVEL 1 2 1 2 Dharma Drum Mountain 123 A B A303 C D A303 E F A304 G A304 H I 4 19' - 0" 9' - 0" 10' - 0" 13' - 6" 7' - 6" 12' - 0" 15' - 0" 12' - 0" Buddhist Assoc. ELEVATION IN FEET COLUMN GRID SYMBOL DESIGN ARCHITECT XX EXTERIOR ELEVATION SYMBOLS LDI 1 STOVE STORAGE STORAGE MEP SHAFT VOLUNTEER 4' - 6" ELEVATION 30 SF STAGE 20 SF 30 SF 40 SF DESIGNATION 2 XX KITCHEN CLEAN/WASH DINING HALL FOOD PREP A-XXX 1 740 SF 450 SF VIP ROOM 1 A301 STORAGE 240 SF A301 SHEET REFERENCE 70 SF 11' - 0" GENERAL NOTES NUMBER MEAL COOKING 3' - 0" NORTH ARROW TRUE NORTH 3 RESTROOM 50 SF 3' - 0" ADA 4' - 3" 5' - 30 SF 4' - 0" 3' - 0" 0" BUILDING SECTION SYMBOLS 19' - 0" STORAGE RECEIVING SECTION CANOPY ABOVE 3' - 0" 3' - 0" XX DESIGNATION TEA STORAGE UP A-XXX 100 SF CORRIDOR TRASH 2 2 A301 3' - 0" DN A301 STORAGE 4 SHEET REFERENCE DONATION WALL NUMBER 1 XX 7' - 0" ____ A201 1'6'' DEEP LANDSCAPE WATER POND 6' - 0" 0' - 0" GARAGE A-XXX 200 SF 46' - 9 1/2" LOBBY SAME GROUP OF USER 18' - 0" 0' - 0" 690 SF DN UP COURT YARD 3' - 8" 3' - 8" 1 -1' - 6" 1 BUILDING ENTRENCE A302 6' - 0" 5' - 0" 0' - 0" A302 3' - 0" 3' - 0" 3' - 0" 5 3' - 0" SILIDING DN DOOR RECEPTION 1 50 SF 11' - 0" BIKE PARKING(4) CANOPY ABOVE ____ A202 0' - 0" BOH LOUNGE 2 2 40 SF 240 SF 19' - 0" A302 STORAGE A302 OFFICE SILIDING 90 SF DOOR COURT YARD NEW PLANTED 0' - 0" -1' - 6" TREE BUDDHA HALL HALLWAY SILIDING NICHE 1390 SF 350 SF 6 DOOR BOOK STUDY 4' - 0" 20' - 0" 190 SF 7' - 0" SILIDING DOOR BOH 19' - 0" 40 SF UP CANOPY ABOVE VIP RECEPTION 2' - 6" 160 SF 7' - 6" 3' - 0" 3' - 6" 3' - 0" DN PRELIMINARY DESIGN 7 SEPT 14 2024 1 2 1 2 A303 A303 A304 A304 ADA PARKING ACCESS AISLE PARKING 1 ____ A203 EXISTING UTILITY POLE MOVE TO BASEMENT FLOOR PLAN LEVEL 1 1 3/16" = 1'-0" LEVEL 1 FLOOR PLAN PROJECT NO. SHEET NO. 2202 As indicated A101 © COPYRIGHT SIZE ARCH  PROJECT NAME PROPERTY LINE DDM CHICAGO BUILDING SETBACK LINE COMMUNITY BASEMENT SETBACK LINE CENTER 7852 Lincoln Avenue, Skokie, IL ELEVATION REFERENCE ____ 1 CLIENT A204 FLOOR LEVEL LEVEL Dharma Drum Mountain 123 A B C D E F G H I 4 19' - 0" 9' - 0" 10' - 0" 13' - 6" 7' - 6" 12' - 0" 15' - 0" 12' - 0" Buddhist Assoc. ELEVATION IN FEET COLUMN GRID SYMBOL DESIGN ARCHITECT 1 2 1 2 XX A303 A303 A304 A304 EXTERIOR ELEVATION SYMBOLS LDI 1 4' - 6" ELEVATION DESIGNATION TEACHER DORM DORM DORM DORM DORM DORM 2 XX 150 SF 140 SF 140 SF 220 SF 150 SF 200 SF A-XXX 1 1 A301 A301 SHEET REFERENCE 11' - 0" GENERAL NOTES NUMBER MAINTENANCE EQUIP. STO NORTH ARROW 2' - 6" 20 SF TRUE NORTH 7' - 4" 3 4' - 0" 12' - 0" 3' - 6" 6' - 0" CORRIDOR 3' - 0" 3' - 0" TEA UP DN BUILDING SECTION SYMBOLS UP 19' - 0" 5' - 0" ADA SECTION DORM XX DESIGNATION TEACHER DORM 170 SF DN DORM 200 SF 90 SF A-XXX RESTROOM 2 2 4' - 6" 240 SF A301 A301 4 SHEET REFERENCE NUMBER 1 XX ____ A201 A-XXX 14' - 10" 18' - 0" CANOPY BELOW 1 1 BUILDING ENTRENCE A302 A302 5 3' - 0" 1 ____ A202 13' - 8" 13' - 2" 2 2 A302 19' - 0" A302 CONTROL ROOM MEP OPEN TO BELOW 360 SF 6 OPEN TO BELOW 19' - 0" PRELIMINARY DESIGN 7 SEPT 14 2024 1 2 1 2 A303 A303 A304 A304 ____ 1 A203 FLOOR PLAN LEVEL 2 1 3/16" = 1'-0" LEVEL 2 FLOOR PLAN PROJECT NO. SHEET NO. 2202 As indicated A102 © COPYRIGHT SIZE ARCH  PROJECT NAME PROPERTY LINE DDM CHICAGO BUILDING SETBACK LINE COMMUNITY BASEMENT SETBACK LINE CENTER 7852 Lincoln Avenue, Skokie, IL ELEVATION REFERENCE 1 ____ CLIENT A204 FLOOR LEVEL LEVEL Dharma Drum Mountain 123 A B C D E F G H I 4 Buddhist Assoc. ELEVATION IN FEET 19' - 0" 9' - 0" 10' - 0" 13' - 6" 7' - 6" 12' - 0" 15' - 0" 12' - 0" COLUMN GRID SYMBOL DESIGN ARCHITECT 1 2 1 2 XX A303 A303 A304 A304 EXTERIOR ELEVATION SYMBOLS LDI 1 4' - 6" ELEVATION DESIGNATION 21' - 2" 2 XX DORM DORM DORM DORM DORM A-XXX 1 130 SF 150 SF 150 SF 230 SF 180 SF 1 A301 A301 SHEET REFERENCE 11' - 0" GENERAL NOTES NUMBER MAINTENANCE EQUIP. STO NORTH ARROW 2' - 6" 20 SF TRUE NORTH 8' - 4" 3 21' - 8" 3' - 6" 3' - 6" 6' - 0" 3' - 0" 3' - 0" TEA BUILDING SECTION SYMBOLS DORM 19' - 0" 170 SF DORM SECTION 100 SF XX DESIGNATION DN A-XXX RESTROOM 2 260 SF 2 A301 A301 4 SHEET REFERENCE NUMBER 1 XX ____ A201 A-XXX 18' - 0" CANOPY BELOW 14' - 10" 1 1 BUILDING ENTRENCE A302 A302 5 23' - 10" 1 13' - 2" ____ A202 2 2 A302 19' - 0" A302 OPEN TO BELOW OPEN TO BELOW 6 19' - 0" PRELIMINARY DESIGN 7 SEPT 14 2024 1 2 1 2 A303 A303 A304 A304 1 ____ A203 FLOOR PLAN LEVEL 3 LEVEL 3 FLOOR PLAN 1 3/16" = 1'-0" PROJECT NO. SHEET NO. 2202 As indicated A103 © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO COMMUNITY CENTER 7852 Lincoln Avenue, Skokie, IL CLIENT Dharma Drum Mountain Buddhist Assoc. DESIGN ARCHITECT LDI GENERAL NOTES 1 2 3 4 5 6 7 4' - 6" 11' - 0" 19' - 0" 18' - 0" 19' - 0" 19' - 0" GL-03 A- T/O PARAPET A 24' - 10" U GLASS - VISIBLE MULLION ROOF A 23' - 10" 1' - 0" GL-03 CONC-02 B- D- 8' - 0" 9' - 10" AL-02 CONCRETE PANEL - VISIBLE MULLION U GLASS - INVISIBLE MULLION 11' - 10" AL-01 LEVEL 2 ALUMINUM GRILLE 26' - 4" AL-01 WITH E- AL-02 12' - 0" GLAZING BEYOND GL-02 C- CONCRETE PANEL - INVISIBLE MULLION CONC-02 ALUMINUM GRILLE WITH GLAZING BEYOND - D- 16' - 6" VISIBLE MULLION GLASS STOREFRONT 12' - 0" GL-01 AL-01 LEVEL 1 0' - 0" GROUND LEVEL 1' - 6" -1' - 6" NORTH ELEVATION 1 3/16" = 1'-0" PRELIMINARY DESIGN SEPT 14 2024 NORTH ELEVATION PROJECT NO. SHEET NO. 2202 3/16" = 1'-0" A201 © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO COMMUNITY CENTER 7852 Lincoln Avenue, Skokie, IL CLIENT Dharma Drum Mountain Buddhist Assoc. DESIGN ARCHITECT LDI GENERAL NOTES 7 6 5 4 3 2 1 19' - 0" 19' - 0" 18' - 0" 19' - 0" 11' - 0" 4' - 6" T/O PARAPET B 31' - 8" AL-01 ROOF B 1' - 0" 30' - 8" GL-03 A- 9' - 0" U GLASS - VISIBLE MULLION STL-02 AL-02 CONC-02 LEVEL 3 21' - 8" AL-01 E1- 7' - 8" CONCRETE PANEL - INVISIBLE MULLION ALUMINUM GRILLE LEVEL CANOPY 9' - 8" AL-01 WITH 14' - 2" GLAZING BEYOND 33' - 2" GL-02 LEVEL 2 8' - 6" CONC-03 F- C- 12' - 0" CONCRETE LOUVER ALUMINUM GRILLE WITH GLAZING BEYOND - VISIBLE MULLION 15' - 8" 12' - 0" CONC-02 E- LEVEL 1 8' - 0" CONCRETE PANEL - INVISIBLE MULLION 0' - 0" GROUND LEVEL 1' - 6" -1' - 6" LEVEL B1 -10' - 0" SOUTH ELEVATION 1 3/16" = 1'-0" PRELIMINARY DESIGN SEPT 14 2024 SOUTH ELEVATION PROJECT NO. SHEET NO. 2202 3/16" = 1'-0" A202 © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO COMMUNITY CENTER 7852 Lincoln Avenue, Skokie, IL CLIENT Dharma Drum Mountain Buddhist Assoc. DESIGN ARCHITECT LDI GENERAL NOTES A B C D E F G H I 19' - 0" 9' - 0" 10' - 0" 13' - 6" 7' - 6" 12' - 0" 15' - 0" 12' - 0" T/O PARAPET B 31' - 8" ROOF B 1' - 0" 30' - 8" A- GL-03 U GLASS - VISIBLE MULLION 9' - 0" GL-03 D- E1- LEVEL 3 21' - 8" U GLASS - INVISIBLE MULLION CONCRETE PANEL - B- CONC-02 INVISIBLE MULLION CONCRETE PANEL - VISIBLE MULLION 9' - 8" CANOPY AL-02 LEVEL CANOPY 33' - 2" 14' - 2" LEVEL 2 F- CORRUGATED 12' - 0" CONC-02 CONCRETE LOUVER METAL WALL E- AL-02 CONC-03 CONCRETE PANEL - INVISIBLE MULLION 12' - 0" LEVEL 1 0' - 0" GROUND LEVEL 1' - 6" -1' - 6" LEVEL B1 -10' - 0" WEST ELEVATION 1 3/16" = 1'-0" PRELIMINARY DESIGN SEPT 14 2024 WEST ELEVATION PROJECT NO. SHEET NO. 2202 3/16" = 1'-0" A203 © COPYRIGHT SIZE ARCH  PROJECT NAME DDM CHICAGO COMMUNITY CENTER 7852 Lincoln Avenue, Skokie, IL CLIENT Dharma Drum Mountain Buddhist Assoc. DESIGN ARCHITECT LDI GENERAL NOTES I H G F E D C B A 12' - 0" 15' - 0" 12' - 0" 7' - 6" 13' - 6" 10' - 0" 9' - 0" 19' - 0" GL-03 4' - 0" T/O PARAPET A 9' - 10" GLAZING A- 24' - 10" GUARDRAIL U GLASS - VISIBLE MULLION ROOF A 1' - 0" GL-03 23' - 10" D- U GLASS - INVISIBLE MULLION 7' - 8" B- 9' - 8" ALUMINUM GRILLE AL-01 CONCRETE PANEL - VISIBLE MULLION LEVEL CANOPY WITH GLAZING 14' - 2" BEYOND GL-02 AL-02 2' - 2" CORRUGATED LEVEL 2 METAL WALL AL-02 G- 12' - 0" 26' - 4" CONCRETE PANEL - CONC-02 CONC-02 VISIBLE MULLION E- 15' - 8" 4' - 0" ALUMINUM CONCRETE PANEL - 12' - 0" INVISIBLE MULLION GRILLE AL-01 WITH GLAZING BEYOND GL-02 LEVEL 1 0' - 0" 6' - 0" GROUND LEVEL 1' - 6" -1' - 6" C- ALUMINUM GRILLE WITH GLAZING BEYOND - VISIBLE MULLION LEVEL B1 -10' - 0" EAST ELEVATION 1 3/16" = 1'-0" PRELIMINARY DESIGN SEPT 14 2024 EAST ELEVATION PROJECT NO. SHEET NO. 2202 3/16" = 1'-0" A204 © COPYRIGHT SIZE ARCH  DRAWN BY Proposed Improvements for DDM CHICAGO COMMUNITY CENTER SOUTHEAST CORNER OF LINCOLN AVENUE AND BABB AVENUE REVISIONS VILLAGE OF SKOKIE, ILLINOIS DATE TM N PROJECT LOCATION DDM CHICAGO COMMUNITY CENTER VILLAGE OF SKOKIE, ILLINOIS TITLE SHEET PROJ. MGR.: PROJ. ASSOC.: 062-046202 DRAWN BY: DATE: TM SCALE: SHEET 1 14 OF  N DATE REVISIONS DRAWN BY DATE: SCALE: DRAWN BY: PROJ. MGR.: DDM CHICAGO COMMUNITY CENTER PROJ. ASSOC.: TM OF VILLAGE OF SKOKIE, ILLINOIS SHEET 2 14 EXISTING CONDITIONS AND DEMOLITION PLAN  N DATE REVISIONS DRAWN BY DATE: SCALE: DRAWN BY: PROJ. MGR.: DDM CHICAGO COMMUNITY CENTER PROJ. ASSOC.: TM OF VILLAGE OF SKOKIE, ILLINOIS SHEET 3 14 SITE DIMENSIONAL AND PAVING PLAN  N DATE REVISIONS DRAWN BY DATE: SCALE: DRAWN BY: PROJ. MGR.: DDM CHICAGO COMMUNITY CENTER PROJ. ASSOC.: TM OF VILLAGE OF SKOKIE, ILLINOIS SHEET 4 14 GRADING PLAN  N DATE REVISIONS DRAWN BY DATE: SCALE: DRAWN BY: PROJ. MGR.: DDM CHICAGO COMMUNITY CENTER PROJ. ASSOC.: TM OF VILLAGE OF SKOKIE, ILLINOIS SHEET 5 14 UTILITY PLAN  N DATE REVISIONS DRAWN BY DATE: SCALE: DRAWN BY: PROJ. MGR.: DDM CHICAGO COMMUNITY CENTER PROJ. ASSOC.: TM OF VILLAGE OF SKOKIE, ILLINOIS SHEET 6 14 SOIL EROSION AND SEDIMENT CONTROL PLAN  DRAWN BY REVISIONS DATE TM SOIL EROSION AND SEDIMENT CONTROL DETAILS DDM CHICAGO COMMUNITY CENTER VILLAGE OF SKOKIE, ILLINOIS PROJ. MGR.: PROJ. ASSOC.: DRAWN BY: DATE: SCALE: SHOULD A CONFLICT ARISE BETWEEN MANHARD SHEET DETAILS AND THE VILLAGE DETAILS, THE VILLAGE DETAILS SHALL TAKE PRECEDENCE. 7 14 OF  DRAWN BY REVISIONS DATE TM DDM CHICAGO COMMUNITY CENTER VILLAGE OF SKOKIE, ILLINOIS CONSTRUCTION DETAILS PROJ. MGR.: PROJ. ASSOC.: DRAWN BY: DATE: SCALE: SHEET SHOULD A CONFLICT ARISE BETWEEN MANHARD DETAILS AND THE VILLAGE DETAILS, THE VILLAGE DETAILS SHALL TAKE PRECEDENCE. 8 14 OF  DRAWN BY REVISIONS DATE TM DDM CHICAGO COMMUNITY CENTER VILLAGE OF SKOKIE, ILLINOIS CONSTRUCTION DETAILS PROJ. MGR.: PROJ. ASSOC.: DRAWN BY: DATE: SCALE: DETAILS FOR INLINE CHECK VALVE ARE PROVIDED FOR SHEET INFORMATIONAL PURPOSES ONLY. REFER TO PLANS AND DETAILS PROVIDED BY OTHERS FOR CONSTRUCTION. 9 14 OF  DRAWN BY REVISIONS DATE TM DDM CHICAGO COMMUNITY CENTER VILLAGE OF SKOKIE, ILLINOIS CONSTRUCTION DETAILS PROJ. MGR.: PROJ. ASSOC.: DRAWN BY: DATE: SCALE: DETAILS PROVIDED FOR INFORMATIONAL SHEET PURPOSES ONLY. REFER TO PLANS AND DETAILS PROVIDED BY OTHERS FOR CONSTRUCTION. 10 14 OF  DRAWN BY REVISIONS DATE TM DDM CHICAGO COMMUNITY CENTER VILLAGE OF SKOKIE, ILLINOIS STORMTECH CHAMBER DETAILS PROJ. MGR.: PROJ. ASSOC.: DRAWN BY: DATE: SCALE: DETAILS PROVIDED FOR INFORMATIONAL SHEET PURPOSES ONLY. REFER TO PLANS AND DETAILS PROVIDED BY OTHERS FOR CONSTRUCTION. 11 14 OF  DRAWN BY REVISIONS DATE TM DDM CHICAGO COMMUNITY CENTER VILLAGE OF SKOKIE, ILLINOIS STORMTECH CHAMBER DETAILS PROJ. MGR.: PROJ. ASSOC.: DRAWN BY: DATE: SCALE: DETAILS PROVIDED FOR INFORMATIONAL SHEET PURPOSES ONLY. REFER TO PLANS AND DETAILS PROVIDED BY OTHERS FOR CONSTRUCTION. 12 14 OF  DATE REVISIONS DRAWN BY DATE: SCALE: DRAWN BY: PROJ. MGR.: DDM CHICAGO COMMUNITY CENTER PROJ. ASSOC.: TM OF SHEET VILLAGE OF SKOKIE, ILLINOIS MWRD GENERAL NOTES 13 14  DRAWN BY from the site. CONTRACTOR shall coordinate/phase all construction activity within proximity of the building and utility interruptions with the facility manager to minimize 06-01-16 disturbance and inconvenience to facility operations. C. WATER MAINS AND APPURTENANCES HOT-MIX ASPHALT BINDER AND SURFACE COURSE MANHARD CONSULTING CONTRACTOR may limit saw-cut and pavement removal to only those areas where it is required as shown on these construction plans, however if any damage is WATER MAIN PIPE (3” AND LARGER) HMA binder and surface courses, shall be constructed to the compacted thickness as shown on the PLANS. The base course shall be cleaned and primed in incurred on any of the surrounding pavement, etc. the CONTRACTOR shall be responsible for ITS removal and repair. accordance with the JURISDICTIONAL GOVERNING ENTITY. The surface course shall be placed after the base and courses have gone through one winter STANDARD SPECIFICATIONS Water main pipe shall conform to the following: season, or as directed by the CLIENT. Before applying the surface course, the binder course shall be thoroughly cleaned and primed in accordance with the Any existing wells encountered shall be exposed and sealed 3' below proposed finish grade by the CONTRACTOR in accordance with Section 920.120 (latest edition) of GENERAL CONDITIONS JURISDICTIONAL GOVERNING ENTITY. Prior to the placement of the surface course, the JURISDICTIONAL GOVERNING ENTITY shall examine the the Illinois Water Well Construction Code, Department of Public Health, and all applicable local rules and regulations. CONTRACTOR is responsible for obtaining all (1) Ductile iron pipe shall be per ANSI/AWWA C151/A21.51, Thickness Class 52, minimum 150 psi working pressure, cement lined in accordance with completed pavement, including curb and gutter, and all failures shall be corrected by the CONTRACTOR. CONTRACTOR acknowledges and agrees that the use and reliance of these Plans and Specifications is sufficient consideration for permits required by JURISDICTIONAL GOVERNMENTAL ENTITIES for abandoning existing wells. ANSI/AWWA C104/A21.4, with “push on” type joints.(2) CONTRACTOR'S covenants stated herein. Any existing septic tanks and grease traps encountered shall have all liquids and solids removed and disposed of by a licensed commercial hauler in accordance with CONCRETE PAVEMENTS (2) Polyvinyl Chloride Pipe (PVC) conforming to the latest revision of ANSI/AWWA C900 (4-inch thru 12-inch) or ANSI/AWWA C905 (14-inch thru JURISDICTIONAL GOVERNING ENTITY regulations, and the tank and grease traps shall then be filled with suitable materials or removed from the site and disposed of Concrete pavements shall be constructed in accordance with American Concrete Institute Standard ACI330R-08 and as shown on the PLANS. DEFINITION OF TERMS 48-inch) with a pressure rating of 235 psi, SDR 18 in accordance with ASTM D2241. Joints shall be pressure rated in accordance with ASTM D3139 by the CONTRACTOR. a. "CLIENT” shall mean DHARMA DRUM MOUNTAIN BUDDHIST ASSOCIATION, CHICAGO CHAPTER, which is the person or entity with whom Manhard with elastomeric seals in accordance with ASTM F477. Slabs and driveway aprons shall be constructed with 6” x 6” - W1.4 x W1.4 welded wire fabric positioned on steel chair supports. Placing fabric during the Voids left by any item removed under any proposed building, pavement, walk, etc. or within 24” thereof shall be filled and compacted with suitable materials by the Consulting has contracted with to prepare Civil Engineering PLANS and SPECIFICATIONS. Installation shall be in accordance with ANSI/AWWA C600 (Ductile Iron) or ANSI/AWWA C605 (PVC). All water main shall have mechanical joint cast iron or concrete pouring operation will not be allowed. CONTRACTOR. b. “ENGINEER” shall mean Manhard Consulting, a Civil Engineering consultant on the subject project. ductile iron fittings in accordance with ANSI/AWWA C110/A21.10 or compact ductile iron fittings in accordance with ANSI/AWWA C153/A21.53 with 250 psi The CONTRACTOR shall be responsible for the disconnection of utility services to the existing buildings prior to demolition of the buildings. Sawing of joints shall commence as soon as the concrete has cured and hardened sufficiently to permit sawing without excessive raveling, but no later than working pressure. eight hours after the concrete has been placed. All joints shall be sawed to a depth equal to 1/3 of the pavement thickness before uncontrolled shrinkage REVISIONS c. “PLANS and SPECIFICATIONS” shall mean the Civil Engineering PLANS and SPECIFICATIONS prepared by the ENGINEER, which may be a part of Any material containing asbestos found within existing structures shall be removed from the site and disposed of off-site by the CONTRACTOR in accordance with the contract documents for the subject project. Poured or monolithic concrete thrust blocks are required to brace all tees, plugs, caps, and bends of 11 1/4 degree deflection or greater. Minimum cover for cracking take place. If necessary, the sawing operation shall occur during the day or at night, regardless of weekends, holidays or weather conditions. The County, State and Federal regulations. all water mains, including services, shall be 5'-6" from the finished grade. Water main shall include bedding and backfilling. CONTRACTOR shall be aware of jurisdictional noise ordinances and holiday restrictions for scheduling purposes. d. “CONTRACTOR” shall mean any person or entity performing any work described in the PLANS and SPECIFICATIONS. CONTRACTOR shall develop and implement a daily program of dust control and shall submit and obtain JURISDICTIONAL GOVERNING ENTITY approval of dust e. “JURISDICTIONAL GOVERNMENTAL ENTITY” shall mean any municipal, county, state or federal unit of government from whom an approval, permit control procedures prior to demolition of any structures. Modification of dust control procedures shall be performed by the CONTRACTOR to the satisfaction of the WATER VALVES The CONTRACTOR is responsible to guard fresh concrete until it sets and hardens sufficiently to prevent people from writing, walking, riding bicycles or and/or review is required for any aspect of the subject project. JURISDICTIONAL GOVERNING ENTITY as requested. otherwise permanently marking, defacing or causing depressions of any type in the concrete. Any concrete so marked will be removed and replaced by the All valves shall be resilient wedge gate valves conforming to the latest revision of ANSI/AWWA C515, with a rated working pressure of 200 psi in accordance The CONTRACTOR shall coordinate all demolition with the JURISDICTIONAL GOVERNING ENTITY and CLIENT to ensure protection and maintenance of sanitary CONTRACTOR at the CONTRACTOR's expense. INTENT OF THE PLANS AND SPECIFICATIONS with JURISDICTIONAL GOVERNING ENTITY requirements, except that butterfly valves conforming to ANSI/AWWA C504 shall be constructed on all water sewer and water utilities as necessary and to provide stormwater conveyance until new facilities are constructed, tested and placed into operation. mains 16” diameter and larger. Valves shall be non-rising stem and shall close by turning clockwise. The CONTRACTOR shall protect the pavement against all traffic, including that of their own employees or other workers, until test specimens have attained The intent of the PLANS and SPECIFICATIONS is to set forth certain requirements of performance, type of equipment and structures, and standards of The locations of all existing utilities shown on this plan have been determined from the best information available and are given for the convenience of the the specified strength. materials and construction. They may also identify labor and materials, equipment and transportation necessary for the proper execution of the work but are VALVE VAULTS CONTRACTOR and are not to be interpreted as the exact location, or as the only obstacles that may occur on the site. The ENGINEER assumes no responsibility for not intended to be infinitely determined so as to include minor items obviously required as part of the work. The PLANS and SPECIFICATIONS require new SIDEWALKS their accuracy. Prior to the start of any demolition activity, the CONTRACTOR shall notify the utility companies for location of existing utilities and shall verify existing Valve vaults shall be constructed in conformance with Section IIIA Manholes, etc. above. Frame and lids shall be as approved by the JURISDICTIONAL material and equipment unless otherwise indicated, and to require complete performance of the work in spite of omissions of specific references to any minor conditions and proceed with caution around any anticipated features. GOVERNING ENTITY and shall be imprinted "WATER". Concrete sidewalks shall be constructed to width and thickness as shown on the PLANS. Sidewalks shall be thickened to a minimum of 6” at all driveways. component part. It is not intended, however, that materials or work not covered by or properly inferred from any heading, branch, class or trade of the The CONTRACTOR is responsible for removing the existing irrigation system in the areas of proposed improvements. The contractor shall cap the existing irrigation All sidewalks shall be IDOT Class SI concrete, on aggregate base as shown on the detail. A ¾” expansion joint shall be provided when meeting existing SPECIFICATIONS shall be supplied unless distinctly so noted. Materials or work described in words, which so applied have a well-known technical or trade system to remain such that the remaining system shall continue to function properly. *VALVE BOXES - INTENTIONALLY OMITTED sidewalk. meaning, shall be held to refer to such recognized standards. INTERPRETATION OF PLANS AND SPECIFICATIONS The parking lot shall be completed in sections such that it does not interrupt the facility operations. The CONTRACTOR shall coordinate with the construction manager *FIRE HYDRANTS - INTENTIONALLY OMITTED CURB AND GUTTER for work to be performed. a. The CLIENT and/or CONTRACTOR shall promptly report any errors or ambiguities in the PLANS and SPECIFICATIONS to the ENGINEER. Questions *TAP, STOPS AND BOX - INTENTIONALLY OMITTED Curb and gutter shall be as per the detail shown on the PLANS, which shall include compacted aggregate base course under the curb and gutter. All as to meaning of PLANS and SPECIFICATIONS shall be interpreted by the ENGINEER, whose decision shall be final and binding on all parties II.EARTHWORK *SMALL WATER SERVICES (2” DIAMETER OR LESS) INTENTIONALLY OMITTED contraction and expansion joints shall be constructed as per the detail. DATE concerned. CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT STANDARDS b. The ENGINEER will provide the CLIENT with such information as may be required to show revised or additional details of construction. DISINFECTION This work shall be completed in conformance with the applicable sections of the Standard Specifications for Road and Bridge Construction, Department of The CONTRACTOR shall saw cut and remove the existing concrete curb where shown on the PLANS and install a curb of similar cross section and c. Should any discrepancies or conflicts on the PLANS or SPECIFICATIONS be discovered either prior to or after award of the contract, the ENGINEER's Transportation, State of Illinois, latest edition except as modified below. Disinfections shall meet all of the requirements of the State of Illinois, Environmental Protection Agency, Public Water Supplies Division. The safe quality of pavement to that removed (or depressed curb and gutter if shown on the PLANS). Upon completion of the curb and gutter any voids between the existing attention shall be called to the same before the work is begun thereon and the proper corrections made. Neither the CLIENT nor the CONTRACTOR may TM the water supply shall be demonstrated by bacteriological analysis of samples collected at sampling taps on at least two consecutive days following pavement and the new curb shall be filled with concrete to within 2” of the final surface, which is to be filled with bituminous pavement. The area behind the take advantage of any error or omissions in the PLANS and SPECIFICATIONS. The ENGINEER will provide information when errors or omissions are SOIL BORING DATA disinfection of the mains and copies of the said report submitted to the JURISDICTIONAL GOVERNING ENTITY and the CLIENT. curb shall be filled and compacted with embankment material within 6" of the top of the new curb. The CONTRACTOR shall then restore the remaining 6" to discovered. Copies of results of soil boring and reports, if such borings were taken by the CLIENT in the vicinity of the proposed construction site, should be made its original condition (i.e., sod, gravel, topsoil). Where proposed curb connects to an existing curb, the existing curb shall be saw cut and then two 18" long x PRESSURE TEST GOVERNING BODIES available by the CLIENT to the CONTRACTOR. These borings are presented for whatever purpose the CONTRACTOR chooses to make of them. The ¾” (#6) dowel bars shall be drilled and installed 9" into the existing and proposed curb. Bars shall be installed in a location similar to the expansion joint in the ENGINEER makes no representation or warranty regarding the number, location, spacing or depth of borings taken, nor of the accuracy or reliability of the Allowable leakage, test pressure and duration shall be as per the requirements of the JURISDICTIONAL GOVERNING ENTITY. curb. All works herein proposed shall be completed in accordance with all requirements of any JURISDICTIONAL GOVERNMENTAL ENTITY, and all such pertinent laws, directives, ordinances and the like shall be considered to be a part of these SPECIFICATIONS. If a discrepancy is noted between the PLANS information given in the results thereof. PRESSURE CONNECTION TO EXISTING WATER MAIN FRAME ADJUSTMENTS and SPECIFICATIONS and requirements of any JURISDICTIONAL GOVERNMENTAL ENTITY, the CLIENT and/or the CONTRACTOR shall immediately Further, the ENGINEER does not assume responsibility for the possibility that during construction, the soil and groundwater condition may be different than The road contractor shall be responsible for making final adjustments and the setting on a bituminous mastic jointing compound all castings located in the The CONTRACTOR shall maintain system pressure on existing water main at all times. Existing water main shall be located and material excavated, and notify the ENGINEER in writing. indicated. Neither does the ENGINEER assume responsibility for variations of soil and groundwater at location between borings. The CONTRACTOR is roadway, sidewalks, and parking areas prior to construction of any curbing, sidewalk, or final surface. Any structures that need to be lowered, or raised in valve basin slab and main supports installed. The existing water main shall be cleaned and the exterior disinfected prior to installing the tapping tee (material LOCATION OF UNDERGROUND FACILITIES AND UTILITIES required to make its own borings, explorations and observations to determine soil and groundwater conditions. to conform to AWWA C110). The tapping valve shall be installed (valve to conform to AWWA C500) and the pressure tap completed in accordance with the excess of 4" shall be completed and the work backcharged against the underground contractor. This Contractor shall also be responsible for cleaning all of detail on the plans. Valve shall be constructed in conformance with the detail. Payment for pressure connection to existing water main shall include the above structures immediately upon completion of his phase of work. This work shall be incidental to the cost of the pavement. When the PLANS and SPECIFICATIONS include information pertaining to the location of existing underground facilities and utilities (including but not limited *EARTHWORK CALCULATIONS AND CROSS SECTIONS - INTENTIONALLY OMITTED to water mains, sanitary sewers, storm sewers, electric, telephone, gas and cable TV lines), such information represents only the opinion of the ENGINEER disinfection, tapping valve and tee, valve vault, frame and lid, bedding, and trench backfill. PAVEMENT MARKING - PAINT as to the approximate location and elevation of such facilities and utilities. At the locations wherein detailed positions of these facilities and utilities become *CLEARING, GRUBBING AND TREE REMOVAL - INTENTIONALLY OMITTED necessary to the new construction, including all points of connection, the CONTRACTOR shall furnish all labor and tools to verify or definitely establish the *DRY CONNECTION TO EXISTING WATER MAIN - INTENTIONALLY OMITTED The CONTRACTOR shall furnish and apply painted marking lines, letters & symbols of the patterns, sizes and colors where shown on the PLANS. Paint TOPSOIL STRIPPING pavement marking shall be applied in accordance with the IDOT Standard Specifications. horizontal location, elevation, size and material (if appropriate) of the facilities and utilities. The CONTRACTOR shall notify the ENGINEER at least 48 hours POLYETHYLENE ENCASEMENT (FOR DUCTILE IRON WATER MAIN ONLY) prior to construction if any discrepancies in existing utility information or conflicts with existing utilities exist. The ENGINEER assumes no responsibility Upon completion of demolition, clearing, grubbing and tree removal, all topsoil shall be stripped from under all buildings and pavements areas, and other *PAVEMENT MARKING - THERMOPLASTIC - INTENTIONALLY OMITTED whatever with respect to the sufficiency or accuracy of the information shown on the PLANS and SPECIFICATIONS relative to the location of underground The CLIENT, or JURISDICTIONAL GOVERNING ENTITY may request that portions of the water main be enclosed in a polyethylene encasement in areas necessary to complete the work. Topsoil stripped shall be placed in stockpiles in locations as designated by the CLIENT. facilities and utilities, nor the manner in which they are removed or adjusted. accordance with ANSI/AWWA C105/A21.5 should soil conditions so warrant its use. QUALITY CONTROL TOPSOIL RESPREAD It shall be the CONTRACTOR's responsibility prior to construction, to notify all Utility Companies of the intent to begin construction and to verify the actual FOUNDATION, BEDDING AND HAUNCHING The CONTRACTOR shall provide all testing necessary to ensure improvements are in accordance with the project specifications and provide testing location of all such facilities and utilities. The CONTRACTOR shall also obtain from the respective Utility Companies the working schedules for removing or Upon completion of roadway and/or parking lot improvements and installation of underground utilities a minimum of six inches (6") of topsoil shall be respread documentation that specifications were met. Foundation, Bedding and Haunching shall be wet coarse aggregate or moist fine aggregate in accordance with the above standards and placed as shown on adjusting these facilities. over all unpaved areas which have been disturbed by earthwork construction, except building pads and other designated areas, which shall be kept free from the detail. topsoil. UNSUITABLE SOILS TRACER WIRE SEEDING The PLANS have been prepared by the ENGINEER based on the assumption that all soils on the project are suitable to support the proposed improvements If the distance between valves when installing PVC pipe exceeds 1,000', tracer wire stations will be required for current induction. Tracer wire stations in grass areas will shown. The CLIENT or CONTRACTOR shall immediately notify the ENGINEER if he discovers or encounters an obstruction that prevents the installation of Upon completion of topsoil respread, the CONTRACTOR shall apply seed and fertilizer to all respread areas in accordance with IDOT standards or as be Rhino TriView Flex Tracing Wire Stations or approved equal. In paved areas, they will be Valvco Tracer Wire Access Box for H2O loading or approved equal. the improvement according to the line and grades shown on the PLANS. designated on landscape drawings and specifications provided by the CLIENT. For open cut construction, using PVC pipe, a continuous, insulated, 12 gauge copper wire suitable for direct burial shall be taped on top of all piping to provide for PROTECTION OF TREES SODDING locating following construction. This wire shall be securely terminated inside every valve vault on stainless steel hardware with an exposed lead of at least 12". A All trees that are not to be removed shall be protected from damage. Trees shall not be removed unless requested to do so in writing by the CLIENT. mechanically secure and soldered connection shall be provided for all wire splices. Where construction is by directional drilling or similar trenchless technology the tracer Upon completion of topsoil respread, the CONTRACTOR shall install sod to all areas designated on the plans or as designated on the landscape drawings NOTIFICATION OF OWNERS OF FACILITIES AND UTILITIES wire shall be 3/16" 7x19 PVC coated stainless steel aircraft cable with minimum breaking strength of 3,700 lbs (Lexco, Chicago, IL). Or Trace-Safe water blocking and specifications provided by the CLIENT. tracerwire RT series 19 gauge conductor (RT 1802W water, RT 1803W sewer). The CONTRACTOR shall notify all applicable Jurisdictional Governmental Entities or utility companies, i.e., water, sewer, electric, telephone, gas and cable *EXCAVATION AND EMBANKMENT Before final approval of any water main, there will be a monitored tracer wire continuity test in order to confirm proper installation of any tracer wire. TV prior to beginning any construction so that said entity or company can establish the location and elevation of underground pipes, conduits or cables adjoining or crossing proposed construction. Upon completion of topsoil stripping, all excavation and embankments shall be completed as shown on the PLANS. All suitable excavated materials shall be hauled, placed (moisture conditioned if necessary) and compacted in the embankment areas. The CONTRACTOR shall include all dewatering, temporary D. STORM SEWERS AND APPURTENANCES TRAFFIC CONTROL ditching and culverts necessary to complete the excavation and embankment. STORM SEWER PIPE The CONTRACTOR shall provide when required by any JURISDICTIONAL GOVERNMENTAL ENTITY, all signs, equipment, and personnel 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 Specifically included in the scope of Excavation and Embankments is grading and shaping of all cut or fill areas including swales and ditches; handling of Storm sewer pipe shall conform to the following: existed prior to the commencement of any portions of the work. The CLIENT may, at his discretion, require the CONTRACTOR to furnish traffic control under sewer spoil, etc., and all work required to provide positive drainage at the end of each working day and upon completion of a section. these or other circumstances where in his opinion it is necessary for the protection of life and property. Emergency vehicle access shall be maintained at all (1) Reinforced concrete pipe minimum Class IV in conformance with the latest revision of ASTM designation C76 with C443 flexible gasket joints, except The CONTRACTOR shall be responsible for the excavation of all swales and ditches and for the excavation or filling of the roads, building pads and parking that bituminous mastic joints may be used in grass areas. times. Unless authorized by the CLIENT or CLIENT's construction representative, all existing access points shall be maintained at all times by the lots within the work limits to lines & grades shown on the plans. He shall be responsible for obtaining compaction in accordance with the minimum values CONTRACTOR. The need for traffic control shall be anticipated by the CLIENT. listed in the table below for all embankments unless more stringent values are listed in the soils report or are approved by the CLIENT, and to use any method (2) Polyvinyl Chloride (PVC) Pipe: ASTM D3034 (4-inch thru 15-inch) or ASTM F679 (18-inch thru 36-inch), rated SDR 35, continually marked with WORK AREA approved by the CLIENT necessary to obtain this compaction (i.e., soil fabric or any undercutting that may be required). manufacturer's name, pipe size, cell classification, SDR rating. Joints shall be flexible elastomeric seals conforming to ASTM D3212. The CONTRACTOR, his agents and employees and their employees and all equipment, machinery and vehicles shall confine their work within the Percent (3) Ductile Iron Pipe (DIP) shall conform to ANSI/AWWA C151/21.5, Class 50 cement lined with push on type joints conforming to ANSI/AWWA boundaries of the project or work area specified by the Client. The CONTRACTOR shall be solely liable for damage caused by him or his agents and C111/A21.11. Compaction Pavement & employees and their equipment, machinery and vehicles on adjacent property or areas outside designated work areas. (4) Spiral Rib Metal Pipe Type 1R: 18-inch diameter and greater. Pipe ends shall be re-corrugated and installed with semi-corrugated Hugger type Type Material Standard Floor Slabs Grass Areas UTILITY POLES brands and “O” ring gaskets. (Only permitted with Municipality approval and/or when specifically indicated on PLANS). Sandy Soils Modified Proctor 95% 90% It shall be the responsibility of the CONTRACTOR to arrange for the relocation or bracing of existing utility poles that may be within the working limits of this (5) High Density Polyethylene Pipe (HDPE) Smooth Interior, AASHTO Designation M252 and M294, maximum diameter of 48 inches. Pipe joints and contract. It is expressly understood that all work and costs connected with the maintenance of these utility poles, their temporary relocations, etc., shall be the Clayey Soils Standard Proctor 95% 90% fittings shall be watertight gasketed joints. No band seals will be allowed. (Only permitted in landscape areas with Municipality Approval and/or when responsibility of the CLIENT or the CONTRACTOR. specifically indicated on PLANS). The CONTRACTOR shall notify the CLIENT if proper compaction cannot be obtained so that the CLIENT may determine what remedial measures may be RESTORATION needed. (6) Polypropylene (PP) Pipe shall have a smooth interior and annular exterior corrugations and shall meet or exceed ASTM F2881 and AASHTO M330. It is the intent of these SPECIFICATIONS that clean-up and final restoration shall be performed immediately upon completion of each phase of the work, both A soils testing firm employed by the CLIENT shall determine which soils are unsuitable. Materials in their natural state being defined as unsuitable that would Pipe shall be joined with a gasketed integral bell & spigot joint meeting the requirements of ASTM F2881. PP Pipe shall be watertight according to inside and outside the Project, or when so directed by the CLIENT so that these areas will be restored as nearly as possible to their original condition or be suitable material if moisture conditioned, shall be conditioned by the CONTRACTOR and used as suitable embankment material or hauled from the site. the requirements of ASTM D3212. Spigots shall have gaskets meeting the requirements of ASTM F477. (Only permitted with Municipality Approval better, and shall include but not be limited to, restoration of maintained lawns and rights-of-way, roadways, driveways, sidewalks, ditches, bushes, hedges, and\or when specifically indicated on PLANS.) trees, shrubs, fences, mailboxes, sewers, drain tiles, water mains, etc. For purposes of definition, unsuitable material shall be as follows unless determined otherwise by the Soils Engineer: (7) Polyvinyl Chloride (PVC) large diameter closed profile gravity sewer pipe, UNI-B-9: ASTM F794. (Only permitted with Municipality Approval and/or CLEANING UP 1. Any soil whose optimum moisture content exceeds 25%. when specifically indicated on PLANS). The CONTRACTOR shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees or work, and at the 2. Any cohesive soil with an unconfined compressive strength of 1.5 tons per square foot or less. completion of the work he shall remove all his rubbish, tools, scaffolding and surplus materials and shall leave his work "broom clean" or its equivalent, unless (8) Corrugated Steel (Metal) Pipe (CSP or CMP), ASTM A760, 16 gauge unless noted on PLANS. Corrugated steel pipe may be round pipe, arch pipe, more exactly specified. 3. Any soil whose silt content exceeds 60% by weight. or slotted drainpipe as indicated on PLANS. Slotted drainpipe shall have 1.75 inches wide drain waterway openings and 6 inches minimum height drain guide. (Only permitted with Municipality approval and/or when specifically indicated on PLANS). ROAD CLEANING 4. Any soil whose maximum density is less than 100 pounds per cubic foot. Precast tees, bends, and manholes may be used if permitted by the JURISDICTIONAL GOVERNMENTAL ENTITY. The CONTRACTOR shall maintain roadways adjoining the project site free from mud and debris at all times. If mud and/or debris is carried onto the roadways 5. Any soil containing organic, deleterious, or hazardous material. from vehicles entering onto the highway from either the CONTRACTOR's trucks, his employees' vehicles, or his material suppliers, the CONTRACTOR shall Storm sewer shall include bedding and trench backfill. Ditches and swales are to be excavated to the lines and grades indicated on the PLANS. All suitable materials excavated from the ditches shall be used in DDM CHICAGO COMMUNITY CENTER immediately remove said mud and/or debris. construction of the embankments. MANHOLES, INLETS & CATCH BASINS CONSTRUCTION SPECIFICATIONS SAFETY AND PROTECTION The CONTRACTOR shall notify the CLIENT immediately upon encountering groundwater during excavation. If in the opinion of the CLIENT or the Manholes, Inlets and Catch Basins shall be constructed in conformance with Section IIIA Manholes, etc. above. The space between connecting pipes and The CONTRACTOR shall be solely and completely responsible for the conditions of the job site, including safety of all persons and property during the wall of the manhole shall be completely filled with non-shrink hydraulic cement mortar. Frames and lids shall be Neenah or approved equal unless VILLAGE OF SKOKIE, ILLINOIS JURISDICTIONAL GOVERNING ENTITY this condition necessitates the installation of perforated drain tile bedded in washed gravel or open storm sewer performance of the work. This requirement shall apply continuously and not be limited to normal working hours. The CONTRACTOR shall comply with all specified otherwise on the PLANS. All frames and grates shall be provided such that the flange fully covers the opening plus 2" of the structure as a minimum. joints wrapped with fabric, the CONTRACTOR shall install the same. applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and * Provide “Vane” Type frame & grate for all structures located in curb where gradient exceed 2.0%. Manholes shall include steps, frame & grate, bedding and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR's duties and responsibilities for safety and for protection of During excavation and embankment, grades may be adjusted to achieve an overall site earthwork balance. The CONTRACTOR shall cooperate fully with the trench backfill. the work shall continue until such time as all work is completed and the CLIENT has notified CONTRACTOR that the work is acceptable. The duties of the CLIENT in adjustment of grades, construction methods and placement of material to meet the above goals and shall immediately advise CLIENT if he ENGINEER do not include review of the adequacy of either the CONTRACTOR's or the general public's safety in, on, or near the construction site. believes that the earthwork will not balance. *FLARED END SECTION - INTENTIONALLY OMITTED HOLD HARMLESS It is the intent of these PLANS that storm waters falling on the site be diverted into sedimentation / lake / detention basins during construction. The *RIP RAP - INTENTIONALLY OMITTED To the fullest extent permitted by law, any CONTRACTOR; material supplier or other entity by use of these plans and specifications hereby waives any right CONTRACTOR shall construct and maintain any temporary ditches or swales that are necessary to accomplish this prior to beginning mass excavation. FOUNDATION, BEDDING AND HAUNCHING of contribution and agrees to indemnify, defend, save and hold harmless the CLIENT and ENGINEER and its agents, employees and consultants from and EROSION CONTROL against all manner of claims, causes, causes of action, damages, losses and expenses, including but not limited to, attorneys' fees arising out of, resulting Foundation, Bedding and Haunching shall be wet coarse aggregate or moist fine aggregate in accordance with the above standards and placed as shown on from or in connection with the performance of any work, pursuant to or with respect to these plans and specifications. However, this indemnity shall not be Suitable erosion control practices shall be maintained by the CONTRACTOR in accordance with Illinois Urban Manual and all applicable Soil Erosion and the detail. construed to indemnify ENGINEER, its consultants, agents or employees against its own negligence. Sedimentation Control ordinances and the PLANS. UNDERDRAINS Claims, damages, losses and expenses as these words are used in the Agreement shall mean and include, but not be limited to (1) injury or damage UNDERCUTTING DURING EARTHWORK occurring by reason of the failure of or use or misuse of any hoist, riggings, blocking, scaffolding or any and all other kinds of items of equipment, whether or Pipe underdrains shall be corrugated flexible plastic pipe conforming to AASHTO Designation M252 perforated corrugated polyethylene pipe (PE) with a If the subgrade cannot be dried adequately by discing as outlined above for placement of material to planned grades and if the CLIENT determines that the smooth interior of the diameter indicated on the PLANS and wrapped in a soil filter fabric supplied and installed by the CONTRACTOR. Perforations may be not the same be owned, furnished or loaned by any part or entity, including any contractor; (2) all attorneys' fees and costs incurred in bringing an action to subgrade does not meet the standards set forth above, the CLIENT may require undercutting. circular or slotted, but shall provide a minimum inlet area of 1.0 square inch per 2.0 linear feet of pipe. CONTRACTOR shall submit fabric and pipe catalogue enforce the provisions of this indemnity; (3) costs for time expended by the indemnified party and its employees, at its usual rates plus costs or travel, long distance telephone and reproduction of documents and (4) consequential damages. MISCELLANEOUS CONTRACT ITEMS Specifications for approval by the CLIENT. CONTRACTOR shall bed and backfill the underdrain in one of the following IDOT gradations of aggregate (CA-5, CA-7, CA-11, CA-14 or CA-15). In any and all claims against the CLIENT or ENGINEER or any of their agents or employees and consultants by any party, including any employee of the The following items may be required at the CLIENT's option, as indicated on the PLANS or as required by the JURISDICTIONAL GOVERNING ENTITY: CONTRACTOR or any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the MISCELLANEOUS indemnification obligation shall not be limited in any way by any limitation on the amount of type of damages, compensation or benefits payable by or for the (1) GEOTEXTILE FABRIC (1) All existing field drainage tile or storm sewers encountered or damaged during construction shall either be restored to their original condition, properly CONTRACTOR or any Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts or any insurance Geotextile fabric or approved equal shall be provided in areas as designated by the CLIENT, as indicated on the PLANS or as required by the rerouted and/or connected to the storm sewer system. maintained by CONTRACTOR or any Subcontractor or any other party. JURISDICTIONAL GOVERNING ENTITY where proper compaction of embankments over existing soft soils is not possible. Geotextile fabric shall meet the material specifications of and shall be installed in accordance with the above standards. (2) Footing drains shall be connected to sump pumps or discharged directly into storm sewers. Footing drains or drainage tile shall not be connected to INSURANCE the sanitary sewer. Any party using or relying on these plans, including any contractor, material supplier, or other entity shall obtain, (prior to commencing any work) general (2) EROSION CONTROL BLANKET public liability insurance insuring against all damages and claims for any bodily injuries, death or property damage arising out of any work, including the CONNECTION FOR STORM SERVICE TO STORM MAIN construction work provided for in these plans, and shall name the CLIENT and ENGINEER and its consultants, agents and representatives as additional Erosion control blanket or approved equal shall be provided in areas as designated by the CLIENT, as indicated on the PLANS or as required by the Connections of storm sewer services to storm sewer mains should be made with manufactured tees when available. Availability of manufactured tees will be insureds to the limits of such insurance policies; provided that any party using or relying on these plans having obligations to maintain specific insurance by JURISDICTIONAL GOVERNING ENTITY for the stabilization of disturbed areas. Erosion control blanket shall meet the material specifications of and a function of the storm sewer material and pipe diameter size of the service sewer and main. If manufactured tees are not reasonably available, connections reason of any agreement with CLIENT or any CONTRACTOR or ENGINEER shall provide evidence and certificates of insurance as required by such shall be installed in accordance with the above standards, the Illinois Urban Manual and/or the details shown on the PLANS. should be made in accordance with manufacturer's recommendations for all storm sewer other than concrete pipe. For concrete pipe connections without contract or agreement. Such insurance must contain a clause stating that the insurance is primary coverage for ENGINEER and ENGINEER's other applicable coverage is considered secondary. Policies shall contain a waiver of subrogation against Manhard and Client. Such insurance shall not limit any III.UNDERGROUND IMPROVEMENTS manufactured tees the storm sewer main shall be machine cored and the service sewer connected using non-shrink grout for the void between pipes. The service sewer shall be cut flush with the inside wall of the sewer main and not extend into the inside flow area of the main or otherwise impede flow. liability of any party providing work or services or providing materials. THIRD PARTY BENEFICIARY A. GENERAL IV. ROADWAY AND PARKING LOT IMPROVEMENTS Manhard Consulting, the ENGINEER, is intended to be a third party beneficiary of this willing agreement and requirement. STANDARDS STANDARDS All underground improvements shall be constructed and tested in accordance with the Standard Specifications for Water and Sewer Construction in Illinois Work shall be completed in accordance with the applicable sections of the Standard Specifications for Road and Bridge Construction, Department of and Standard Specifications for Road and Bridge Construction, Department of Transportation, State of Illinois, latest edition. In the event of conflicting DETAILED SPECIFICATIONS guidelines, the more restrictive shall govern. Transportation, State of Illinois, latest edition (hereinafter referred to collectively as the “Standard Specifications”) except as modified below and except that payment will be defined as detailed in the contract documents between the CLIENT and the CONTRACTOR. Supplementing the Standard Specifications shall *I. DEMOLITION SELECTED GRANULAR BACKFILL Selected Granular Backfill shall be required for all sewer and water main trenches lying under existing or proposed streets, driveways, parking lots and within be the applicable sections of the latest editions of the “Supplemental Specifications and Recurring Special Provisions”, the “Manual on Uniform Traffic Control Devices for Streets and Highways” and the Illinois Supplement thereto, (hereinafter referred to collectively as the “MUTCD”). Any references to “ENGINEER” in the “Standard Specifications” shall be interpreted as the CLIENT or CLIENT's Construction Representative. The CONTRACTOR shall coordinate with respective utility companies prior to the removal and/or relocation of utilities. The CONTRACTOR shall coordinate with the 24" thereof, and where noted on PLANS. All material placed in such trenches shall be in accordance with the above standards. utility company concerning portions of work which may be performed by the Utility Company's forces and any fees which are to be paid to the utility company for their SUBGRADE PREPARATION services. The CONTRACTOR is responsible for paying for all fees and charges. MANHOLES, CATCH BASIN, INLETS & VALVE VAULTS The CONTRACTOR shall be responsible for all subgrade compaction and preparation to the lines and grades shown on the plans. Should removal and/or relocation activities damage features indicated to remain, the CONTRACTOR shall provide new materials/structures in accordance with the All Manholes, Catch Basins, Inlets, and Valve Vaults shall be constructed of reinforced precast concrete ring construction with tongue and groove joints in contract documents. Except for materials designed to be relocated on this plan, all other construction materials shall be new. conformance with the latest revision of ASTM designation C-478. All joints between sections and frames (except sanitary manholes, see Section IIIB AGGREGATE BASE COURSE TYPE 'B' Prior to demolition occurring, all erosion control devices are to be installed. Manholes, below) shall be sealed with mastic type bituminous jointing compound. CONTRACTOR shall remove all excess mastic on inside of structure and Aggregate Base Course Type B shall be limited to CA-6 or CA-10 gradation. Aggregate base courses shall be proof rolled as outlined below. butter joints with mortar. Manholes are to have offset cones except that no cone shall be used on storm manholes 6'-0" deep or less in which case a All existing utility lines and conduits located under proposed buildings shall be removed and properly backfilled. All utility lines and conduits located under drives, on-site reinforced concrete flat top section shall be used, and Valve Vaults shall have concentric cones. Only concrete adjustment rings will be permitted where PROOF ROLL roads, parking lots or sidewalks shall be filled with a flowable backfill and end plugged. All existing structures shall be removed. All existing utility lines located under necessary and shall be limited to two adjustment rings totaling not more than 8" in height. All manholes and catch basin steps shall be copolymer landscape areas shall be left in place and plugged at all structures. The CONTRACTOR shall proof roll the subgrade with either a 2-axle truck loaded to 27,000 lbs. Or a 3-axle truck loaded to 45,000 lbs. or as specified by the polypropylene with continuous ½” steel reinforcement as manufactured by MA Industries, or approved equal. The CONTRACTOR is responsible for demolition, removal and disposal (in a location approved by all JURISDICTIONAL GOVERNING ENTITIES) of all structures, pads, JURISDICTIONAL GOVERNING ENTITY. The CLIENT and JURISDICTIONAL GOVERNING ENTITY shall observe and approve the proof rolling of the walls, flumes, foundations, road, parking lots, drives, drainage structures, utilities, etc., such that the improvements shown on these plans can be constructed. All *AUGER/BORING AND CASING - INTENTIONALLY OMITTED subgrade and the base course. Proof rolling tolerances shall be a maximum deflection of 1” for the subgrade and ½” for the base course. The above criteria is PROJ. MGR.: demolition work shall be in accordance with all applicable federal, state and local requirements. All facilities to be removed shall be undercut to suitable material and intended as a maximum deflection standard and that proof rolling of a majority of the area will have less deflection than specified above. In any case of brought to grade with suitable compacted fill material per the specifications. *AUGER (OPEN BORE) - INTENTIONALLY OMITTED deficiency, the subgrade and/or base course shall be repaired and retested before proceeding with the pavement construction. PROJ. ASSOC.: The CONTRACTOR is responsible for obtaining all permits required for demolition and disposal. HORIZONTAL AND VERTICAL SEPARATION OF WATER AND SEWER MAINS DRAWN BY: Pavement subgrade material shall not be removed, placed or disturbed after proof roll testing has been completed prior to the pavement construction. Electrical, telephone, cable, water, fiber optic cable and/or gas lines needing to be removed shall be coordinated by the CONTRACTOR with the affected utility company. Additional testing will be required if the pavement subgrade is disturbed and/or material is removed from or placed on the pavement subgrade after proof DATE: Horizontal and vertical separation of water and sewer mains shall be in accordance with Standard Specifications for Water and Sewer Construction in Illinois rolling approval. CONTRACTOR must protect the public at all times with fencing, barricades, enclosures, and other appropriate best management practices. Section 41-2.01A and 41-2.01B and Standard Drawing 18, 19, 20, 21, 22, 23 and 24. SCALE: Continuous access shall be maintained for surrounding properties at all times during demolition. Trucks or heavy equipment shall not travel on any pavement subgrade after final testing prior to pavement construction. STRUCTURE ADJUSTMENTS The CONTRACTOR shall coordinate water main work with the Fire Department and the JURISDICTIONAL GOVERNING ENTITY to plan the proposed improvements HOT-MIX ASPHALT BASE COURSE SHEET 14 14 Structures shall be adjusted to the finished grade as shown on PLANS. and to ensure adequate fire protection is available to the facility and site throughout this specific work and through all phases of construction. CONTRACTOR shall be HMA Base Course shall meet the requirements of IDOT or N50 mix design as indicated and shown on the plans. The maximum amount of recycled asphalt responsible for any required water main shut offs with the JURISDICTIONAL GOVERNING ENTITY during construction. Any costs associated with water main shut offs will be the responsibility of the CONTRACTOR and no extra compensation will be provided. B. SANITARY SEWERS AND APPURTENANCES pavement allowed shall be 30% in a N30 mix design and 25% in a N50 mix design. SHOULD A CONFLICT ARISE BETWEEN THE MANHARD OF CONTRACTOR shall maintain all existing, sidewalks, etc. clear and free from any construction activity and/or material to ensure easy and safe pedestrian traffic to and INTENTIONALLY OMITTED. REFER TO MWRD GENERAL NOTES SPECIFICATIONS AND THE VILLAGE SPECIFICATIONS, THE VILLAGE SPECIFICATIONS TAKE PRECEDENCE.  Engineering Division Public Works Department Village of Skokie PARKING ANALYSIS WORKSHEET 7852 Lincoln Ave 10/7/2024 Zone: NX Expected Max Deductions Parking Parking Tenant / Business Address / Suite Use RATIO Attendees (SF) Required Provided DDMBA 7852 Religious 14 91/100 12.7 1 Typical week DDMBA 7852 Dormitory 30 91/100 27.3 2 4 times a year 13.0 11 *Ratio per KLOA Parking Study * Floor area, net, when prescribed as the basis of measurement for off-street parking and loading spaces for any use, shall be the sum of the gross horizontal area of the basement, and all other floors, excluding hallways, stairways, elevator shafts, boiler and air conditioning equipment rooms, or areas used for off-street parking facilities. All horizontal dimensions shall be taken from the exterior faces of the exterior walls, or from the centerlines of walls separating 2 buildings. NOTE: Provide Req. Minimum Nr. of Accessible Spaces = 1 Provide Required Bicycle Parking Spaces = 1 (5% office, retail, etc.; 10% recreational; 10% students) Required Loading Spaces = 0 (118-220 table for industrial district) Comments: Parking requirement not met. Based on a survey of the existing facility, the DDMBA has a parking demand of approximately 0.91 spaces per attendee. With an expected maximum of 14 attendees, the number of parking spaces required in a typical week is 13 parking spaces. 11 off-street parking spaces are provided. Since a variance or relief from providing required off- street motor vehicle parking is not permitted in this district, a payment shall be made to the Village, to be held in a reserve account to provide for the acquisition, erection, construction, or installation of public parking structures or lots within or adjacent to a mixed-use district, for each deficient required parking space. A contribution of $15,000 for each of the first 5 parking spaces requested and $24,000 for each additional parking space requested thereafter must be paid prior to the issuance of a building permit. In this case, a payment of $30,000 is required for 2 parking spaces. The facility is also proposing to host special events that will occur 4 times annually. The purpose of the dormitory use is to provide a stay for these events. The expected maximum number of attendees is 30. With 30 attendees, the expected number of parking needed is 27 when using the same ratio of 0.91 per attendee. The facility has leased 15 parking spaces from the Assyrian National Council of Illinois to be utilized all day on weekends and after 5:30 P.M. on weekdays. That sums up to a total of 26 off-street parking spaces. The site shall always have an additional parking lot to host these events that expect a higher parking demand than what the site can provide. In the event that the site needs to host larger events, the applicant shall apply for a special event permit. The event must have final approval from the Special Events Coordinator, the Village Manager’s Office and in some cases, the Village Board.  Aerial and Zoning Map - 7852 Lincoln Avenue Legend Zoning and Development Zoning CX: Core Mixed-use NX: Neighborhood Mixed-Use R4: Multifamily Housing TX: Transit Mixed-Use 0 150 300 Print Date: 12/18/2024 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. 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.