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O-13-64VILLAGE OF DEERFIELD STATE OF ILLINOIS ) COUNTIES OF LAKE AND COOK ) SS VILLAGE OF DEERFIELD ) IIIIII IIIIII III IIIII IIIII IIII II I I I I II I II IIIII IIIII II I IIIII IIII III Image# 061866830025 Type: ORD Recorded: 02/11/2022 at 10:45:32 AM Receipt#: 2022-00013764 Page 1 of 25 Fees: $50.00 Lake County IL Recorder Mary Ellen Vanderventer Recorder File7872937 The undersigned hereby certifies that he is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake and Cook Counties, Illinois, and that the attached is a true and accurate copy of Ordinance 0-13-64 Dated this November 9, 2021 Y rnsr.:aJJ•}r �6 alp Nf .y j f .M t• v f Authorizing an Amendment to the Special Use for North Suburban Evangelical Free Church to Permit Parking Lot and Site Improvements gad L L DANIEL VAN DUSEN Deputy Village Clerk Prepared by and after recording return to Daniel Van Dusen Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 850 WAUKEGAN ROAD DEERFIELD, ILLINOIS 60015 TELEPHONE 847.945.5000 FAX 847.945.0214 Mr. Jeff Ryckaert Senior Planner Village of Deerfield 850 Waukegan Road Deerfield, Illinois 60015 Re: North Suburban Evangelical Free Church Proposed Site Improvements Narrative The following narrative has been separated into the following topics: general improvements, access, circulation, parking demand, drainage, lighting, landscape, western neighbor cross connections and variances. General Improvements Due to the Lake Cook Road widening project currently under construction by Cook County Department of Transportation and Highways (CCDOT), the Church’s two access drives are being modified and as such on-site circulation will be revised. Upon review of the existing pavement condition the scope expanded from rectifying the front access drives to complete replacement of the rear parking lot, correcting the steep pavement slopes in the rear parking lot, replacement of the parking lot lighting and landscaping to complement the new improvements. Existing items such as the trash enclosure, signage, and fencing are expected to remain as is. Access Under existing conditions the Church had two access drives. The west drive served as a full access, while the east drive was configured for exit only with the ability to exit eastbound and westbound from the site. The proposed Lake Cook Road improvements include a raised center median restricting the west driveway to a right-in / right-out only. CCDOT is allowing the east driveway to be a right-in/right-out/left-in access thus making it the primary access and requiring revisions to the parking lot layout and circulation. Circulation The existing site access and circulation functioned in a clockwise fashion. Traffic would enter the site at the west driveway, circulate clockwise around the building and exit at the east driveway. Diagonal parking was used in the main rear parking field and the east exit drive to reinforce the movement. The Lake-Cook Road improvements necessitated the need to change the circulation and parking layout. The east driveway now needs to accommodate two-way traffic; therefore the diagonal parking had to be modified to parallel parking. Even with the anticipated access and parking lot modifications, the circulation must still remain one-way south to north around the west side of the building as the west drive aisle is not wide enough to accommodate two-way traffic. Reversing the flow to counter clockwise was examined, but abandoned as vehicles circulating around the west side of the building to park in the front lot would be forced to exit westbound on Lake-Cook Road, and make a U-turn at Waukegan Road to re-enter the site (should no front parking stalls be available). North Suburban Evangelical Free Church Narrative Page 2 of 3 Parking Demand This property contains two buildings; the Church and the residential home at the rear of the property. The residence is used daily and the Church peak use is during service held on Sunday. Therefore the maximum parking requirement is as follows: The Church service/worship area has a maximum seating capacity of 550 seats. Per the Village Zoning Ordinance, 1 parking space is required per 4 seats, resulting in a total of 137.5 or 138 spaces required. The residence was considered a religious residence which requires 1 parking space per 1000 sf, resulting in a total of 3 spaces required per Village Ordinance. Therefore a total of 141 parking spaces are required by Ordinance for the site. Existing conditions provided 181 regular stalls and 6 ADA stalls for a total of 187. However, after review it was found that the parking geometric layout did not meet the Village code. Due to the reconfiguration of the eastern drive as a result of the Lake Cook Road widening and bringing the parking lot stall depth and drive lanes up to current Village codes, the total proposed parking count is 162 stalls, including 156 standard and 6 ADA stalls , 21 more than the Ordinance requirement. It should be noted that the 162 stalls were designed using 8.5-ft wide stalls which are less than the Village requirement of 9-ft wide stalls. Therefore, the Church will be requesting a variance on the parking stall width. Although the proposed 162 parking stalls are 25 less than the existing 187 parking stalls, we are well above the required minimum of 141 parking spaces required. Drainage The Project site consists of six (6) primary drainage areas. These drainage areas are as follows: Area 1 – Residential home and surrounding grass sheet drains to the north east offsite. Area 2 – Northwest half of the rear parking lot drains by surface and pipe to the east (Area 3). Area 3 – Northeast half of the rear parking lot drains by surface and pipe to the south (Area 4). Area 4 – Eastern access drive drains by surface and pipe south to Lake Cook Road. Area 5 – Front parking lot and front grass drain by surface and pipe to Lake Cook Road. Area 6 – West edge of property drains by surface flow to the west retail property. The proposed improvements maintain these drainage areas and routing. Since the project development falls below the threshold for requiring detention to be provided on the site, the Village requested that any improvements to the site shall maintain the same volume of water currently impounded on the site. In order to achieve this, GHA conducted a 100 year critical duration storm model for each of the three existing parking lot depressional areas in order to determine their respective volume. Our current design provides the required storage volume by safely impounding water on the surface of the parking lot, rain gardens, storm pipes, and storm vault. We are currently value engineering this to determine if stone void storage is advantageous. Storm water required and provided volumes are tabulated on the grading plan. Lighting Due to the revised parking lot layout, the two existing parking lot light poles in the rear parking lot will be replaced with new poles located adjacent to the new parking lot islands and one pole centered in the parking field. The existing front parking lot and east drive lane do not have parking lot lighting. Due to the proximity of the Lake Cook Road lighting spillage and proximity of the east drive lane to the North Suburban Evangelical Free Church Narrative Page 3 of 3 residences we do not intend to add parking lot lighting for the front lot or east drive. The parking lot lighting has been designed with no spillage onto the residential properties. Also we plan on programing the two outer parking lot lights with photocells and a timer, while the center light will be controlled only by the photocell. This way the two outer lights may be programed to turn off at a set night time while the center light remains on all night for security reasons. Landscaping Existing project site and perimeter landscaping are intended to remain. No trees have been or are proposed to be removed as part of these improvements. The proposed improvements will introduce two landscaped islands within the main parking field in the rear of the lot. In addition, we were able to remove a 210’ long by 18’ wide section of pavement along the north side of the building; we are planning to restore this area with a rain garden to collect the roof downspouts prior to discharging to the storm sewer system. Other areas of the site will receive lite landscaping. Western Cross Connection with Cadwell Corners GHA has contacted and discussed the opportunity of a vehicle cross access connection with Mr. Drew Trammell of Mid America Asset Management Company, the property manager for the Cadwell Corners property located immediately west of the Church. Our discussion consisted of providing him a sketch of a potential location and impact to their property (the loss of approximately 5 parking stalls). Currently the Cadwell Corners property owner is unable to tenor this discussion due to commitments on the parcel. Variance We are requesting a variance to reduce the width of the parking stalls from the Village required 9-ft width to an 8.5-ft width. Under the current ordinance, the existing parking lot reconstruction work is required to be brought into compliance with the current parking lot geometry. It appears that the original parking lot was constructed under a different geometric requirement. When the site was reconfigured under the current ordinance, 25 stalls were lost within the parking area and 8 stalls lost along the east access drive for a total of 33 stalls lost. This is over 17% lost compared to the 187 existing stalls. We were able to regain 8 stalls when we designed the site using 8.5-ft stalls. As the parking peak occurs on Sunday during services by parishioners accustomed to a narrower design and the use of the site is very low turnover, it is our opinion that the 8.5-ft spaces are justified by providing additional parking beyond the code requirement. Therefore we would request your consideration to grant a variance to the Church, allowing a reduction in the parking stall width from 9-ft to 8.5-ft. October 31, 2013 Mr. Jeff Ryckaert Senior Planner Village of Deerfield 850 Waukegan Road Deerfield, Illinois 60015 Re: North Suburban Evangelical Free Church Site Plan Change Per your request, the following briefly describes the concerns voiced by the members of the Plan Commission at the October 24th meeting and how the site plan has been modified to address those concerns. Plan Commission Concerns The plan commission voiced concerns with the circulation and how it could impact access to six parking spaces proposed at the northwest corner of the building. The concern was that the north- south drive aisle from the front of the building is one way northbound around the building but the extension of that drive aisle into the parking lot is going to allow two way traffic. Several members were concerned that arriving church members could potentially enter the drive aisle and find that all the spaces were occupied, thus facing a “dead end” and the need to back out into the main lot. The Plan Commission members suggested that the one-way pattern should be extended north of the building to the next east-west parking aisle thus making those six parking stalls only accessible from the front parking lot. Signage and pavement markings were recommended to delineate the suggested change in traffic flow. Plan Changes The plans were revised per the Plan Commission suggestions. Changes included; adding supplemental pavement markings (directional arrow), a yellow line to help delineate the one-way and two way travel patterns and installation of two ‘Do Not Enter’ signs. In order to properly post the “Do Not Enter” signs on either side of the drive aisle, a single parking space along the west edge of the lot was lost (painted out for sign placement). TEL 847.478.9700 FAX 847.478.9701 Know what's R TEL 847.478.9700 FAX 847.478.9701 TEL 847.478.9700 FAX 847.478.9701 TEL 847.478.9700 FAX 847.478.9701 TEL 847.478.9700 FAX 847.478.9701 x x x x TEL 847.478.9700 FAX 847.478.9701 TEL 847.478.9700 FAX 847.478.9701 Catalog # Project Comments Prepared by Type Date INVUE® The classic lines and sophisticated construction of the Vision Site luminaire make it an ideal complement to site design. The combination of smooth contours and sharp rear reveals allows the ﬁxture to change character from different viewing angles while providing excellent low- glare photometrics. U.L. listed and CSA certiﬁed for wet locations. DESCRIPTION SPECIFICATION FEATURES Construction HOUSING: One-piece, die-cast aluminum housing maintains a nominal 0.125" wall thickness. Integral reveal channels along top surface of housing promote heat extraction and prolonged electrical component life. Solid cast wall separates optical chamber from electrical area. DOOR: One-piece die-cast aluminum door frame. Door frame opens via release of two ﬂush mounted toolless latches. Tempered 1/8" thick clear glass lens seals to door with a weather-tight continuous gasket. Optical chamber is sealed against entry of dirt and moisture by a continuous door mounted gasket which ﬁrmly compresses against optical enclosure walls. ARM: One-piece extruded rectangular arm available in standard 6" and 10" lengths. Internal bolt guides allow easy positioning of ﬁxture during installation to pole or wall surface. STRUCTURAL MOUNT: Die-cast aluminum cleat factory mounted to luminaire and ﬁnished in luminaire color. Stainless steel structural rod measures 1/2" in diameter and is provided in luminaire ﬁnish color or optional natural ﬁnish. Product works in conjunction with accessory 10" arms. INVUE poles provided pre-drilled for suspension mount option. See INVUE pole brochure for a complete selection of matching poles. Electrical ELECTRICAL TRAY: Ballast and related electrical componentry are mounted to a reinforced one piece galvanized steel tray with integral handle. For ease of maintenance, tray hinges open via toolless release of one spring loaded latch. Electrical quick disconnects allow tray to be completely removed from housing providing ample hand and tool room for attachment of ﬁxture during installation, and a safer servicing environment. Optional tray mounted fuse connections offer a distinct and easy to maintain alternative to common inline fuse connections. Optical LENS: Impact resistant 1/8" thick tempered clear ﬂat glass. OPTICAL SYSTEMS: Choice of ﬁve (5) efﬁciency segmented optical systems constructed of premium 95% reﬂective anodized aluminum sheet. Optical segments are rigidly mounted inside a thick gauge aluminum housing for superior protection. All segment faces are clean of rivet heads, tabs, or other means of attachment which may cause streaking in the light distribution. Optional high efﬁciency hydroformed reﬂectors available in VXM housing only in four (4) distributions patterns. All reﬂector modules feature toolless removal, quick disconnect wiring plugs, and are ﬁeld rotatable in 90 degree increments. HID lamp sources in medium housing (VXM) optics feature mogul-base lampholders. Finish Housing and arm ﬁnished in a 5 stage premium TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult your INVUE Lighting Systems Representative for more information. VXM VISION SITE MEDIUM 84 - 400W Pulse Start Metal Halide Metal Halide High Pressure Sodium Compact Fluorescent ARCHITECTURAL AREA LUMINAIRE CERTIFICATION DATA IP54 Rated U.L. 1598 Listed 1.5G Vibration Tested CSA Listed 40°C Ambient Temperature Rating ISO 9001 Full Cutoff EPA Effective Projected Area: (Sq. Ft.) Single: 1.6 Single Structural: 1.82 SHIPPING DATA (Approximate) Net Weight (lbs.): 51 Volume (cu. ft): 3.18 S Y STEM S CERTIFI E DLamp Type Wattage Pulse Start Metal Halide (MP) 150, 175, 250, 320, 350, 400W High Pressure Sodium (HPS) 150, 250, 400W Metal Halide (MH) 175, 250, 400W Compact Fluorescent (CF) (2) 42, (2) 57W NOTE: EISA Compliant: 175-400W. WATTAGE TABLE AVU082446 pc 2010-06-28 10:55:11 7" [178mm] 17" [432 mm]28" [724 mm] 6" or 10" [152 mm or 254 mm] DIMENSIONS 2010-06-28 16:06:47 NOTE: Specifications and dimensions subject to change without notice. Visit our web site at www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 VXM VISION SITE MEDIUM Wall Mount NOTE: 1 Assumes 10" arm for 90° and 120° mounting conﬁgurations, 6" for all else. Arm Mount Single EPA: 1.6 Arm Mount 2 @ 180° EPA: 3.2 Arm Mount 2 @ 90° EPA: 3.2 Arm Mount 3 @ 120° (Round Pole Only) EPA: 4.5 Arm Mount 4 @ 90° EPA: 5.55 Arm Mount 3 @ 90° EPA: 4.5 MOUNTING VARIATIONS AVU082446 pc 2010-06-28 10:55:11 3/4" [19mm] Dia. Hole (2) 5/8" [16mm] Dia. Holes 4-7/8" [124mm] 2-7/16" [62mm] 2-5/16" [59mm] TYPE "M" ARM DRILLING (2) 9/16" [15mm] Dia. Holes 3/4" [19mm] Dia. Hole 2-3/4" [70mm] 15-7/8" [405mm] 4-7/8" [124mm] 2-7/16" [62mm] 5/16" [8mm] Dia. Hole TYPE "G" STRUCTURAL MOUNT Fits 2-3/8" [61mm] O.D. Tenon5-1/4" [134mm] MAST ARM ADAPTER 2010-06-28 16:06:47 ORDERING INFORMATION Sample Number: VXM-400-MH-MT-3S-BK-PRCPS-L Optical System 2S Type II= 3S Type III= 4S Type IV= 5S Type V= SL Forward Throw w/ Spill Light Eliminator = 2F Design 20 Formed= 3F Design 30 Formed= 4F Design 40 Formed= 5F Design 50 Formed= Structural Options 1, 12 Pole Mount PRCPS Strut Rod and Clevis Set for Square Pole (Painted to match fixture, does not include arm) 13= PRCSS Stainless Steel Strut Rod and Clevis Set for Square Poles (Clevis' painted to match fixture, does not include arm) 13= PRCPR Strut Rod and Clevis Set for Round Pole (Painted to match fixture, does not include arm) 14= PRCSR Stainless Steel Strut Rod and Clevis Set for Round Poles (Clevis' painted to match fixture, does not include arm) 14= Wall Mount WRCP Strut Rod and Clevis Set (Painted to match fixture, does not include arm) 15= WRCS Stainless Steel Strut Rod and Clevis Set (Clevis' painted to match fixture, does not include arm) 15= Accessories 19 MA1050-XX 6'' Arm for Square Pole= MA1051-XX 10'' Arm for Square Pole20= MA1052-XX 6'' Arm for Round Pole= MA1053-XX 10'' Arm for Round Pole20= MA1054-XX Wall Bracket with 6'' Arm21= MA1056-XX Direct Mount for Square Pole= MA1057-XX Direct Mount for Round Pole= MA1201-XX Direct Wall Mount Kit21= MA1207-XX Mast Arm Adapter= MA1231-XX VXM Structural Mount Wall Mount Arm 22= MA1017-XX Single-arm Tenon Adapter for 2 3/8'' O.D. Tenon = MA1018-XX 2@180 Degree Tenon Adapter for 2 3/8'' O.D. Tenon = MA1019-XX 3@120 Degree Tenon Adapter for 2 3/8'' O.D. Tenon = MA1045-XX 4@90 Degree Tenon Adapter for 2 3/8'' O.D. Tenon = MA1048-XX 2@90 Degree Tenon Adapter for 2 3/8'' O.D. Tenon = MA1115-XX 3@90 Degree Tenon Adapter for 2 3/8'' O.D. Tenon = MA1116-XX 2@120 Degree Tenon Adapter for 2 3/8'' O.D. Tenon = MA1010-XX Single-arm Tenon Adapter for 3 1/2'' O.D. Tenon = MA1011-XX 2@180 Degree Tenon Adapter for 3 1/2'' O.D. Tenon = MA1012-XX 3@120 Degree Tenon Adapter for 3 1/2'' O.D. Tenon = MA1013-XX 4@90 Degree Tenon Adapter for 3 1/2'' O.D. Tenon = MA1014-XX 2@90 Degree Tenon Adapter for 3 1/2'' O.D. Tenon = MA1015-XX 2@120 Degree Tenon Adapter for 3 1/2'' O.D. Tenon = MA1016-XX 3@90 Degree Tenon Adapter for 3 1/2'' O.D. Tenon = OA/RA1016 NEMA Photocontrol - Multi-Tap= OA/RA1027 NEMA Photocontrol - 480V= OA/RA1201 NEMA Photocontrol - 347V= Lamp Type MP Pulse Start Metal Halide = MH Metal Halide= HPS High Pressure Sodium = CF Compact Fluorescent 6= Product Family 1 VXM Vision Site Medium= Lamp Wattage 2 MP 150 150W= 175 175W= 250 250W= 320 320W= 350 350W= 400 400W3= MH 4 175 175W= 250 250W= 400 400W3= HPS 150 150W= 250 250W= 400 400W= Compact Fluorescent 84 (2) 42W5= 114 (2) 57W5= Voltage 7 120 120V= 208 208V= 240 240V= 277 277V= 347 347V= 480 480V= DT Dual-Tap wired 277V 8= MT Multi-Tap wired 277V 9= TT Triple-Tap wired 347V 10= UNV 120-277V Universal Electronic Ballast = Color 11 BK Black= AP Grey= BZ Bronze= WH White= DP Dark Platinum= GM Graphite Metallic= Options CEC California Title 20 Compliant Ballast (Applies to 175-400W MP only) = F Single Fuse (120, 277 or 347V) Specify Voltage = FF Double Fuse (208, 240 or 480V) Specify Voltage = Q Quartz Restrike16= EM Quartz Restrike w/ Time Delay (Also Strikes at Cold Start) 16= EM/SC Quartz Emergency Separate Circuit 16= R NEMA Twistlock Photocell Receptacle= DS Dual Fluorescent Switching Control17= HS House Side Shield18= VS Polycarbonate Vandal Shield= T Terminal Block= L Lamp Included= Notes: 1 Arm not included. See accessories. 2 Standard with mogul-base socket for HPS, MH and 175-400W MP. Standard with medium-base socket for MP lamps 150W and below. 3 400W MH and PSMH requires reduced envelope ED28 lamp. 4 MH products available for non-U.S. markets only. 5 Dual Compact Fluorescent lamp options available in Type 2S with 84 and 114W. Type 3S available in 84W only. 6 CF ballasts are 120 through 277V. Specify with UNV voltage designation. 7 Products also available in non-US voltages and 50Hz for international markets. Consult factory for availability and ordering information. 8 Dual-tap is 120/277V wired 277V. 9 Multi-tap is 120/208/240/277V wired 277V. 10 Triple-tap is 120/277/347V wired 347V. 11 Custom and RAL color matching available upon request. Consult your INVUE Lighting Systems Representative for further information. 12 Add as suffix in the order shown. 13 Compatible with 10" MA1051 arm only. 14 Compatible with 10" MA1053 arm only. 15 Wall mount structual options do not include arm assembly (See Accessories). Compatible with 10" MA1231 arm only. 16 Quartz options not available with SL optic. 17 Dual switching requires dual 42W or dual 57W Compact Fluorescent lamps. Allows independent switching control of each lamp through use of two (2) electronic ballasts. Allows 50% power reduction when dual ballasts are independently wired and controlled. 18 House side shield not available on 5S and SL optics. 19 Order separately, replace XX with color suffix. 20 Use when mounting fixture heads at 90° increments. 21 For use in down lighting applications only. 22 Includes arm only. Must specify WRCP or WRCS in fixture ordering logic. Down light only.