===== PDF PAGE 4 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO DEVELOPMENT COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: ____________Final Planned Unit Development & Special Use Permit COMMITTEE AGENDA DATE: April 13,Dan Gunsteen of CW Development of West Chicago 2026LLC d/b/a Extreme Clean Car Wash 511 E Roosevelt Road COUNCIL AGENDA DATE:PIN 04-15-301-007 Ordinance No. 26-O-0006 STAFF REVIEW: John Sterrett SIGNATURE _______________________ APPROVED BY CITY ADMINISTRATOR: Viviana SIGNATURE _______________________ Ramirez ITEM SUMMARY: Dan Gunsteen of CW Development of West Chicago LLC d/b/a Extreme Clean Car Wash is requesting approval of a Final Planned Unit Development (PUD) for Lot 2 of the Bluestone Properties PUD and a Special Use Permit (SUP) to operate a Motor Vehicle Laundry at 511 E Roosevelt Road. The 1.07-acre property is located on the north side of Roosevelt Road, approximately 500 feet west of Route 59, and is zoned B-2 General Business District with a Planned Unit Development. The site is currently vacant. The City's Comprehensive Plan designates the property for Commercial use, consistent with surrounding land uses. The petitioner is proposing to develop the site with a 5,788 square foot single-lane carwash facility with an ancillary vehicle vacuum area. The car wash is proposed to operate seven days a week, 7:00 a.m. to 8:00 p.m., with summer hours extended to 9:00 p.m. No sound amplification will occur on the property. Site access will be solely off Roosevelt Road through an existing restricted right-in/right- out/left-in driveway. A secured gated emergency access lane off Dayton Avenue will be restricted to emergency vehicles only. The proposed development includes significant landscaping, fencing for screening and sound attenuation, and flat cut-off LED lighting in compliance with all illumination limits, including a maximum of 0.1 foot-candles along the north property line adjacent to the residential district. The applicant previously received City Council approval for this request in 2021; however, the subject property was never developed and that approval has since expired. The Plan Commission conducted a public hearing on April 7, 2026. No members of the public spoke on the proposal. By a vote of 5 ayes and 0 nays, the Plan Commission recommended approval of the request and adopted findings of fact supporting the recommendation, as set forth in Exhibit “B” to the attached draft ordinance. ACTION PROPOSED: Discuss and provide a recommendation to the City Council regarding the Final PUD and Special Use Permit request by Dan Gunsteen of CW Development of West Chicago LLC d/b/a Extreme Clean Car Wash to operate a Motor Vehicle Laundry at 511 E Roosevelt Road in the B-2 General Business District. COMMITTEE RECOMMENDATION: Attachment: Draft Ordinance 26-O-0006 ===== PDF PAGE 5 ===== [Extraction: embedded PDF text] ORDINANCE NO. 26-O-0006 AN ORDINANCE APPROVING A SPECIAL USE FOR A CAR WASH AND A FINAL PUD AMENDMENT AT 511 EAST ROOSEVELT ROAD WHEREAS, on or about February 25, 2026, Dan Gunsteen of CW Development of West Chicago LLC d/b/a Extreme Clean Car Wash (the “APPLICANT”), filed applications for a special use permit for a car wash and a final PUD amendment for the property located at 511 E. Roosevelt Road and legally described on Exhibit “A”, which is attached hereto and incorporated herein as the “SUBJECT REALTY”; and, WHEREAS, the City Council approved a final PUD for the SUBJECT REALTY by Ordinance 15-O-0012 on March 16, 2015 for a 3-lot commercial development; and, WHEREAS, Notice of Public Hearing on said special use and final PUD amendment application was published in the Daily Herald on March 23, 2026, as required by the ordinances of the City of West Chicago and the statutes of the State of Illinois; and, WHEREAS, a Public Hearing was conducted by the Plan Commission/Zoning Board of Appeals of the City of West Chicago, commencing on April 7, 2026, pursuant to said Notice; and, WHEREAS, at the Public Hearing, the APPLICANT provided testimony in support of his application, and all interested parties had an opportunity to be heard; and, WHEREAS, the corporate authorities of the City of West Chicago have received the recommendation of the Plan Commission/Zoning Board of Appeals for the special use and final PUD which contains specific findings of fact, pursuant to Recommendation No. 2026-RC-0005, a copy of which is attached hereto as Exhibit “B” which is, by this reference, incorporated herein. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of West Chicago, DuPage County, Illinois, in regular session assembled, as follows: Section 1. A special use for a car wash and a final PUD amendment in conformance with Section 5.5, Section 10.3-4(D), and Section 15 of the Zoning Ordinance is hereby granted for the SUBJECT REALTY, subject to compliance with the following conditions: i. The subject property shall be developed in substantial conformance with the Paving & Layout Plan (Sheet C-2), prepared by Webster, McGrath, and Ahlberg, Ltd., dated February 19, 2021, with a last revision date of April 17, 2024, attached as Exhibit “C”. ii. The subject property shall be developed in substantial conformance with the Final Landscape Plan (Sheet L-1), prepared by Webster, McGrath, and Ahlberg, Ltd., dated February 19, 2021, with a last revision date of March 22, 2024 attached as Exhibit “D”. iii. The subject property shall be developed in substantial conformance with the Exterior Building Elevations (A201), prepared by WT Group, dated February 10, 2021, with a last revision date of February 11, 2026, attached as Exhibit “E”. Ordinance 26-O-0006 Page 1 of 5 ===== PDF PAGE 6 ===== [Extraction: embedded PDF text] iv. Sound amplification, including any outdoor audio, shall be prohibited. Section 2. That all ordinances and resolutions, or parts thereof, shall, to the extent not expressly modified by the terms and conditions of this Ordinance, remain in full force and effect as therein provided. Section 3. That this Ordinance shall be in full force and effect ten (10) days from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this _____ day of ___________________, 2026. Alderman J. Alcántar-García ______ Alderman D. Beebe ______ Alderman I. Santiago ______ Alderman J. Sheahan ______ Alderman D. Carreto-Muñoz ______ Alderman T. Hernandez ______ Alderman S. Dimas ______ Alderman M. Birch Ferguson ______ Alderman C. Swiatek ______ Alderman J. Smith, Jr. ______ Alderman C. Aviña Soto ______ Alderman R. Stout ______ Alderman M. Myers ______ Alderman J. Morano ______ APPROVED as to form: _______________________ City Attorney APPROVED THIS ______ day of ____________, 2026. ____________________________________ Daniel Bovey, Mayor ATTEST: ____________________________________ Valeria Perez, Executive Office Manager PUBLISHED: Ordinance 26-O-0006 Page 2 of 5 ===== PDF PAGE 7 ===== [Extraction: embedded PDF text] EXHIBIT “A” LEGAL DESCRIPTION LOT 2 IN THE BLUESTONE SINGLE TENANT PROPERTIES SUBDIVISION IN PART OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 39 NORTH, RANGE 10 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED SEPTEMBER 28, 2016 AS DOCUMENT R2016-1-5618, IN DUPAGE COUNTY, ILLINOIS. Tax ID Number: 04-15-301-007 Ordinance 26-O-0006 Page 3 of 5 ===== PDF PAGE 8 ===== [Extraction: embedded PDF text] EXHIBIT “B” RECOMMENDATION NO. 2026-RC-0005 TO: The Honorable Mayor and City Council SUBJECT: PC 26-06 Special use for a car wash and final PUD amendment Dan Gunsteen of CW Development of West Chicago LLC d/b/a Extreme Clean Car Wash 511 E. Roosevelt Road DATE: April 7, 2026 DECISION: The Plan Commission/Zoning Board unanimously recommended approval of the special use for a car wash and final PUD amendment for the SUBJECT REALTY by a (5-0) vote. RECOMMENDATION After review of the requested special use for a car wash for the SUBJECT REALTY, the Plan Commis- sion/Zoning Board of Appeals (PC/ZBA) recommended approval based on the following findings of fact. (1) Is necessary for the public convenience at that location or, the case of existing nonconforming uses, a special use permit will make the use more compatible with its surroundings: The use of a car wash is best suited for a commercial area, such as the subject location at the northwest corner of Route 59 and Roosevelt Road. This intersection is a commercial node that contains other vehicular-type uses. Furthermore, the use is compatible with the existing gas station within the overall development. (2) Is so designed, located and proposed to be operated that the public health, safety and welfare will be protected: Consideration has been given to the residential area to the north by not allowing access off Dayton Avenue with the exception of a secure gated access drive that will be limited to emergency use only. Patrons are limited to the existing restricted right-in/right-out/left-in off Roosevelt Road. The proposed design of the site complies with all engineering and stormwater requirements. (3) Will not cause substantial injury to the value of other property in the neighborhood in which it is located: The proposed development will contain fencing as well as a significant amount of landscaping including evergreen trees to screen the property and provide sound attenuation for the residential areas to the north. The petitioner has oriented the car wash building so the exit, which contains the dryer, will be facing away from the residential area. The vacuum area will be located near Roosevelt Road. The car wash building, which will be between the vacuum area and the north property line, will provide sound attenuation for the vacuums. Ordinance 26-O-0006 Page 4 of 5 ===== PDF PAGE 9 ===== [Extraction: embedded PDF text] The proposed lighting will comply with the maximum illumination level of 0.1 foot-candles permitted adja- cent to a residential district as well as the maximum illumination level of 2.0 foot-candles at all other property lines. All proposed lighting will be flat cut-off LED lighting to prevent glare. (4) The proposed special use is designated by this code as a listed special use in the zoning district in which the property in question is located: The proposed car wash facility use is listed as a special use per Section 10.3-4 (D) of the Zoning Code. After review of the requested final PUD amendment for the SUBJECT REALTY, the Plan Commission/Zoning Board of Appeals (PC/ZBA) recommended approval based on the following findings of fact. Per Section 15.3 of the Zoning Ordinance: “…if the final plan and plat are, in the opinion of the Plan Commission, deemed to be sufficient in compliance with all applicable City ordinances and in substantial conformity with the approved preliminary plan and plat, they shall be approved by the Plan Commission and recommended to the City Council”. The proposed final plan shows in detail the use of the subject property, landscaping and building elevations. Said use of the property is in compliance with all applicable City ordinances. Respectfully submitted, Barbara Laimins Chairperson VOTE: For Against Abstain Absent Laimins Henkin Terrazas Billingsley Slattery Kasprak Banasiak Ordinance 26-O-0006 Page 5 of 5 ===== PDF PAGE 10 ===== [Extraction: OCR (rendered-page OCR)] RESERVED PARKING. $350 FINE PAVEMENT SECTIONS. S780 sere ELIZABETI STREET _— FIRE TRUCK ACCESS: BITUMINOUS HMA PAVEMENT / DAYTON AVENUE SAW-CUT & REMOVE 60-4 OF 0 EXISTING CURB & GUTTER. \R20.0 REPLACE WITH DEPRESSED CURB [AND 2-f TRANSITIONS ON EACH, 2 N88°31'29"E ‘GATE wi ASPHAL pp fetter vacuum CANOPY 975 sett (108.3 '5¥) 16,810 sqft (1,868 SY) GATES STREET| pie sen HOT MIX ASPHALT PAVEMENT. EXISTING (O Enetosune Exhibit "C" ~f— saweur an REMOVE EX. CURB BARRIER. ~ ~/- sawcur ano REMOVE EX. CURB BARRIER PARKING TABLE tal a Tot 27 Drive Up Stacking Notes: 4. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. | ALL SUBGRADE PREPARATION WORK SHALL FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND THE RECOMMENDATIONS OF THE. PROJECT GEOTECHNICAL ENGINER. 4, SUBGRADE WORK AND ALL PROOF ROLLS SHALL BE DONE UNDER THE SUPERVISION OF A QUALIFIED GEOTECHNICAL ENGINEER. AUTO TURN VEHICLE EXTREME CLEAN CAR WASH a o ry) < Q r oO - in 3 a i 4 ir > if o ° Se) a ui rf) Prepaed For EXPRESS CAR WASH, INC. 0 | WeesTeR, MCGRATH & AHLBERG, LTD. ===== PDF PAGE 11 ===== [Extraction: OCR (rendered-page OCR)] 1-1 NV1d dvOSsaNv7] IVNI4 WEBSTER, MCGRATH & AHLBERG, LTD. 511 E. ROOSEVELT RD, WEST CHICAGO, IL Prepare EXPRESS CAR WASH, INC. 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WIM MANUFACTURER'S RECOMMENOATONS. ‘AL JOINTS TO BE WELDED ALL AROUNG WTH 3/16° eins IAL PRE TO BE SCHEDULE 40 STEEL CIAMETERS SHOWN ‘Ske NOMINAL PIPE SHE” FURNISH FORK LATO CONTRACTOR SHALL PROVE AN ADDITONAL 3 DIA. POST w/ 3/8” ROD. LOCATE TO HOLD CATE erring ot ACCESS DRIVE GATE DETAIL |° SSPSStShar a namesaan com ace 1) Ace 21/0" Wot x 3° woe L ae m7 EAL, ROWE 10 AT'S" OIA GATE post t weLbeD ALL AROUND W/1/8" FLLET board on board fence detail g x g 5 & & & 2 g Fd & ing Not to Scale HSVM 4YV5 NV31D AWSaLXe | S ty) < Q r oO _ in z a o 4 a > if o fe) Se) iva ui D TREE PROTECTION - FENCING Nien 7 ‘drawings iB q a] a: ab H ui i a "017 ‘ouaeTHy @ HLVOW "SLSESM PERENNIAL, GROUNDCOVER & ORNAMENTAL GRASS INSTALLATION DETAIL Not to Seale Staking snot toned in the Cty Parkvay. ay Tree doesnot pub vera, he tee Pruning as Iso sent ‘nd must be removed and replaced 2. The ties oot ae and grat must be vibe SIDE VIEW Double strand #12 GA abvanized sel wie coca Ground Surace 7 eey tom ark N Cut and emove Wine Sound stem pining. sors Hardwood Meh va over sao |HD HOF Spade edge asacent to _—Tumbuckes / EE py mer ish grade ow ar Post ne p)zna x30" Existing subgrade = J J POST AND FENCE DETAIL Fish grade NoTEs: 11 ering subgrade 1. The fence shall be located a minimum of 1 foot outside the drip line of the tree to be saved and in no case closer than 5 feet to the. Subsrade pedestal trunk of any tree 45° or eater 45° or greater ~/ LANDSCAPE) DETAILS ‘web fencing cr any other material as approved by the engineerfinspector. ——s— & NRG we) fn — st Sametertma) EVERGREEN TREE INSTALLATION DETAIL SHRUB INSTALLATION DETAIL DECIDUOUS TREE INSTALLATION DETAIL. L2 ===== PDF PAGE 13 ===== [Extraction: embedded PDF text] LLC GROUP, W-T THE COPYRIGHT LLC AEC, GROUP THE2024 2026 COPYRIGHT04.30.2025 Expires: 184.007570-0015WT No: License ©IL.© CARWASH EXPRESS CLEAN EXTREME wtengineering.comwtengineering.com Consulting y Design y Engineering EXP:11/30/24 224.293.6444224.293.6444 F:F: T:T: | | 224.293.6333224.293.6333 60185 ILLINOIS CHICAGO, WEST ISSUE DATE CHECK:CK KM 60192 IL Estates, Hoffman Ste. 60192 IL Estates, Hoffman Avenue Dr.PratumCenter 26752000 | B411 | DRAWN:RT, JOB:D2100021 A002PLANSIGNAGE  ROAD ROOSEVELT W. 511(APPROX.) Passion. and Pace Precision, with Engineering   SITE GROUP WT SIGNED:3/26/24 CARWASH TUNNEL NEW TO SURVEYING LAND MANAGEMENT PROGRAM & DESIGN CONSULTING ACCESSIBILITY STRUCTURAL TELECOMMUNICATION PLUMBING ELECTRICAL MECHANICAL CIVIL AQUATIC SEE SEE SF, SF, ILLUMINATED CARWASH. 40.80 113.50 CO. SIGN, SIGN, SIGNAGE SIGN KEY INTERNALLY FORPANEL WITH AURORA SIGN: ONE SIZE ILLUMINATED SIMILAR ILLUMINATED SIMILAR GROUND BASE. 3/A002, 5/A002, VERIFY BY PACKAGE AND AND SIGNAGE INTERNALLY INTERNALLY SIGN: SHARED MASONRY 2/A002 4/A002 SIGN: SIGN: WITH SIGNAGE #2 EXISTING SIGN WALL DETAIL WALL DETAIL ENTRANCE MANUFACTURER *SEE SIGN 1 2 3 4 ELEVATION N.T.S. EAST SCALE: 3 #2 SIGN "E" Exhibit ELEVATION WEST N.T.S.SCALE: 2 N #3 SIGN 4'-1" 5/8" ELEVATION 33'-10 166.05 4 S25°52'12"W N.T.S. NORTHEAST SCALE: 2 5 3 3 262.65 3/4"10'-1 ENTER 1 ENTER 5'-6" ENTER 2 S65°32'02"E LOT 281.37 2 #3 SIGN 21.02N88°31'29"E 156.99 N65°33'43"W ELEVATION N25°53'09"E PLAN 30'-0"= 1" N.T.S. SIGNAGE SCALE: SOUTHEAST SCALE: 1 4 ===== PDF PAGE 14 ===== [Extraction: embedded PDF text] LLC GROUP, W-T THE 2024 COPYRIGHT LLC AEC, GROUP THE 2026 COPYRIGHT 04.30.2025 Expires: 184.007570-0015WT No: License ©IL.© CARWASH EXPRESS CLEAN EXTREME wtengineering.com Consulting y Design y Engineering EXP:11/30/24 224.293.6444 F:wtengineering.com 224.293.6444 F: T:T: 60185 ILLINOIS CHICAGO, WEST ISSUE DATE CHECK:CK KM 60192 IL Estates, Hoffman B411 Ste. || 224.293.6333224.293.6333Dr. 60192 IL Estates, Hoffman Avenue PratumCenter 26752000 | | DRAWN:RT, JOB:D2100021 A003DETAILS  CANOPY ROAD ROOSEVELT W. 511(APPROX.) Passion. and Pace Precision, with Engineering   PAY GROUP WT SIGNED:3/26/24 CARWASH TUNNEL NEW TO SURVEYING LAND MANAGEMENT PROGRAM & DESIGN CONSULTING ACCESSIBILITY STRUCTURAL TELECOMMUNICATION PLUMBING ELECTRICAL MECHANICAL CIVIL AQUATIC MATCH TO BUILDING POINT CARWASH PAY MODULES, SEE DRAWINGS MANUFACTURED STONE MAIN ELEVATION LEFT 18'-0" TO W/ BAR CANOPY BASE, CIVIL MATCH FASCIA MAIN COLOR (3) THIS COLUMNS BUILDING THIS SEE FOUNDATION, SHEET OF HEIGHT STONE COLUMNS PAY BASE, BUILDING FOUNDATION, SHEET W/ STEEL MATCH BUILDING DETAIL TYP. CANOPY COPING MATCH MAX DETAIL CURB, DRAWINGS MAIN CANOPY SEE 7'-4" CANOPY SEE 1'-0"= STEEL STONE 1/4" 1'-0" 11'-10" 6" CARWASH SCALE: 4 BY TYP. BY TYP. ENTRANCE FOOTINGS MODULES, FOOTINGS DECKING 1'-0" 11'-10" POINT CARWASH COLUMN CANOPY MANUFACTURER, CANOPY SIGNAGE PRE-FABRICATED DECKINGMETAL METAL PAY SEE DRAWINGS COLUMN CANOPY MANUFACTURER, ELEVATION WASH 7'-4" SHEET ELEVATION PRE-FABRICATED ELEVATION THIS BASE, SPLASH FOUNDATION, MAIN COLUMNS DETAIL FRONT RIGHT REAR STONE CAR SEE SEE CANOPY W/ STEEL GUTTER, GRADEON MATCH BUILDING DOWNSPOUT CANOPYFROM W/ SHEET MATCH TO MODULES, DRAWINGS THIS BAR CIVIL CANOPY CANOPY BASE, FOUNDATION, 18'-0" CANOPY COLUMNS FASCIA BUILDING COLOR (3) POINT BUILDING SEE DETAIL OF HEIGHT STEEL STONE CARWASH PAY MAIN PAY SEE CANOPY PAY PAY TYP. CANOPY COPING MAX MATCH CURB, DRAWINGS 1'-0"= 1'-0"= 1'-0"= MATCH 1/4" 1/4" 1/4" TO BUILDING POINT CARWASH CARWASH SCALE: PAY MODULES, SEE DRAWINGS MANUFACTURED STONE MAIN CARWASH SCALE: CARWASH SCALE: 1 2 3 39'-8" 1/2" 3'-2 1/2" 9'-1 3'-6" 1/2" 9'-1 3'-6" 1/2" 9'-1 2'-0" 3 A003 8'-0" COL CANOPY 7/A003 DETAIL 11'-5" TYPICAL CONSTRUCTION: SEE 3/4" 8'-2 (3) 1'-6" STATION, OR PAY TYPICAL THREE 2'-0" A003 18'-0" 1'-6" 10" 2 A003 1'-6" 2" 1/4" BOARD, OR (3) 1/2" 8'-3 MENU TYPICAL THREE SILL W/SILL EXTERIOR DETAIL SEE- INTEGRAL& COLOR SILL 1'-0"= BETWEEN DRAIN TYPICAL CONCRETE PLAN 1/2"1 EDGES FOR TO SEALANT COLUMN, PRECAST WALL SCALE: POINT APPLY AND 5/8"3 CHAMFERED DRIP-SLOPE ELEVATIONS 8 OR (3) CAMERA, LPR TYPICAL THREE PAY 24'-0" TYP. DRAWINGS 1'-0"= 6. SOIL, BOLLARDS, 30'-0" TYP. CONCRETE WRAP 1/4" OF CIVIL O.C. POURING BEARING DIA. TOP BUILDING VERIFY 16" TO COLUMN MORTAR LATH& TYP. 6" SEE FILLED A.F.F. PSF BEARING TO TYP. IN AT SCALE: CONSTRUCTION: CARWASH PLYWOOD CANOPY BUILDING 2'-4" FILL COAT PRIOR DRAWINGS MATCH AT BOTTOM 2,500 1 A003 TO AROUND SEE 5 COMPACTED BLOCK TO GRADE DIG CORNER FOOTING UP COLUMN TYVEK BOTTOM, CONTINUOUS FRAMING REBAR MIN. OF THIN OF FROM BED SCRATCH AND #5 2-#5 6" 3" GRANULAR CONTRACTOR CAPACITY UNDISTURBED MINIMUM EACH HAND STUD SEALANT COLUMN, ELEV: GRADE COLUMN CANOPY EXTERIOR AWAY T/FOUNDATION 0'-6" ADHERED APPLY LAYERS2 3/4" STEEL SETTING MORTAR METAL PAINT COPING MANUFACTURER'S TYPICALx xxxxx x x SLOPE COLUMN PLAN 1'-2" GUTTER SIDE ROOF 2" 6" THIS DETAIL 1'-8" 3'-6" 1'-8" 4'-0" 1'-0"/ CANOPY COLUMN 1/4" 1'-2" PAY SILL. 1'-0"= TYP. 6" 3/4" STONE AWAY 3" SILL 1'-0"= SILL COLUMN BOLTS CANOPY PLATE PLATE PAINTAND WITH COLOR: CANOPY 4'-0" 1/4" PRECAST SLOPE FROM ANCHOR PER MANUFACTURER BASE SETTING SEAL EXPOSED WEATHERPROOF PAINT, MATCH SCALE: 1'-0" 7 CARWASH SCALE: 6 ===== PDF PAGE 15 ===== [Extraction: embedded PDF text] LLC GROUP, W-T THE COPYRIGHT LLC AEC, GROUP WT THE2024 2026 COPYRIGHT04.30.2025 Expires: 184.007570-0015 No: License ©IL.© 8/3/22 3/4/24 CARWASH EXPRESS CLEAN EXTREME DETAILS DATE 4/20/22 3/26/24 wtengineering.comwtengineering.com 12/14/22 CHECK:CK KM Consulting y Design y Engineering EXP:11/30/24 ISSUE 224.293.6444224.293.6444 F:F: T:T: | | 224.293.6333224.293.6333 60185 ILLINOIS CHICAGO, WEST 1 2 60192 IL Estates, Hoffman Ste. 2000 60192 IL Estates, Hoffman Avenue Dr.PratumCenter 2675 | B411 | DRAWN:RT, JOB:D2100021 A004VACUUMAND  ROAD ROOSEVELT W. 511(APPROX.) Passion. and Pace Precision, with Engineering   TRASH ENCLOSURE CARWASH TUNNEL NEW SIGNED:3/26/24 TO CLIENT REVIEW PERMIT PERMIT PERMIT GROUP WT SURVEYING LAND MANAGEMENT PROGRAM & DESIGN CONSULTING ACCESSIBILITY STRUCTURAL TELECOMMUNICATION PLUMBING ELECTRICAL MECHANICAL CIVIL AQUATIC & & OVER N TRASH SLAB REINF. SEE 6"x6" GALV. DRAWINGS TO W.W.F. FINISH MATCH OWNER CAP COLOR: MAIN FILL 0"-0' 4"-7' TYPE WITH CIVIL WITH SILL COMPACTED TO BY 4"-7' 0"-2' 0"-0' O.C. T/ 4"-7' 0"-0' SEE 16" ELEV: MIN. CONCRETE MATCH CMU DOOR& MASONRY ELEV: FOUNDATION ELEV: ELEV: APRON W1.4xW1.4 6" 5" COUNDUIT GRAVEL ENCLOSURE, ELECTRICAL FRAME AT 8" EL: DRAWINGS LADDER COLOR BUILDING. ALUMINUM COLOR: SINGLE-WYTHE MASONRY, TO BUILDING T/ ELEV: FOUNDATION T/ MASONRY ELEV: 5 A002 T/ GRADE CAP OWNER T/ ELEV: FOUNDATION BY T/ MASONRYT/ CORAL) VACUUM LARGE @ (24'-0" 12'-0" ELEVATION ALUMINUM COLOR: ELEVATION ELEVATION ELEVATION 6" 9" TO SLOTS FRAME OWNER WITH 7'-0" 1'-10" VINYL IN& CONFIRM 1'-10" LARGE PVC SOUTH NORTH 6'-0" CORAL) EQUAL) @ 1'-0"/ &OPEN POSITIONS), 4OF FRAMES RED BUILDING PLAN 6 A002 EAST WEST TO LOOK METAL& @ OR 6 A002 BOLTS 1/8" ENCLOSURE2 A002 7'-8" CLEAR W/ (8'-0" BLACK. TYP. VACUUM 3 A002 9'-0" WOOD SLATS GATES, (TREX MATCH BE CANE CONCRETE CLOSED 2OFTYP. (BOTH 7 TRASH 6 A002 A002 COVER. BOLLARD 7 A002 ENCLOSURE ENCLOSURE ENCLOSURE ENCLOSURE ENCLOSURE 1'-0"= 1'-0"= 1'-0"= 1'-0"= 1'-0"= 8 A002 OWNER CAP COLOR: MAIN 1/4" 1/4" 1/4" 1/4" 1/4" 4"-7' 0"-0' BY 8" 8" MASONRY CORAL) LARGE AT DOORS T/ DOUBLE 10'-0" (TWO 9'-4" MATCH TRASH TRASH TRASH TRASH SCALE: SCALE: SCALE: SCALE: TRASH ELEV: FOUNDATIONT/ ELEV:CORAL) VACUUM CORAL) VACUUM SCALE: COLOR: MAIN MOUNT SIGNAGE ALUMINUMLARGE AT (1'-6" 8" COLOR: SINGLE-WYTHE MASONRY, TO BUILDING LARGE AT (1'-6" 8" 4 SEE FLUSH A002 1 2 3 5 4 MATCH SF CAP OWNER COLOR: MAIN SINGLE-WYTHE MASONRY, TO BUILDING 18 SIGN, DRAWINGS BY ANCHOR MATCH CONCRETE TO ALUMINUM COLOR: SINGLE-WYTHE MASONRY, TO BUILDING GATE 6X6 POSTS, DRAWINGS BUILDING TOP CIVIL MASONRY, TYP. FOOTINGS BE O.C. 6"- 6"- MATCH SLOPE WITH BOTTOM -0' -7' TO -4' -3' AWAY DEEP TO TO 32"C &COLOR FROM DIG FOOTING FOOTING -7' 0"-0' BOTTOM, CONTINUOUS #4 ELEV: ELEV: T/ B/ T/MASONRY 4" VERIFY ELEV: ELEV: &FRAME FOR BAR OWNER AROUND CLEAR3" &COLOR OF (2) SLOPE FINAL OWNER #5 2-#5 SINGLE-WYTHE 3" GRADE AWAY ENCLOSURE AND COMPACTED SAND/GRAVEL BACKFILL FOOTING HAND COLOR FOUNDATIONT/ 0" ELEV: THICKENED BARS T/MASONRY 4" PER PER FOUNDATION GATE FINAL EDGES TO ENCLOSURE ELEV: BEYOND FINISH/SLATS WITH T/ PREMOLDED JOINT SOIL WALL METAL SUPPORT, DESIGN GATE TREX, DESIGN GRADE FROM 1/2" EXPANSION TYPICAL SLAB CONTINUOUS PERIMETER, FROM FOOTINGS DEEP FOR DRAWINGS CIVIL WITH VERIFY FOOTING, TO COVER MIN. 4'-0" UNDISTURBED BEARING 9 A002 3" 6'-0" 6" 4" 11" SECTION SECTION 1'-0" 8" 2'-6" WALL GATE 11" 1'-0" ENCLOSURE ENCLOSURE TO 1'-0"= 1'-0"= 1/4" 1" 1" BUILDING SLAB JOINT COPING BLOCKING FILL SOLID 2X10) BASE PERIMETER OVER SCALE: TRASH TRASH RETAIL AT BLOCKING) WOOD FROM CAVITY 8" SCALE: CONCRETE COMPACTED ALUMINUM GRAVEL CONCRETE 7 6 6" 5" SLAB GRANULAR 4" 2"X 6" SEALANT 5" (OVER (CUT PRE-MOLDED MATCH FILL FILLER W/ SIDE, CAVITIES 6x6, CLASS STEEL PER FINISH BOLLARD, 10/A002 "F" SOLID CMU (3) PAINTED MAIN ALL OWNER GATES. PICKETS. PIPE DETAIL FILL CORES& MORTAR GATES SUPPORT, PER PVC PVC HINGES STANLEY STEEL, TYP. SEE ALUMINUM BUILDING. BLOCKING. 4"-7' FULLY FINISHED OVER MATCHTO MASONRY 4" PRE T/ ELEV: SEALANT CORE GROUTED 4" COPING COLOR 1'-0" DETAIL 6" DETAIL COPING PLAN GATE 5/8"8 SEE SOLID FULL AND CELLS 1'-0"= BARS 1'-0"= #5 1/2"1 (2) HEIGHT INTOFOUNDATION GROUT ENCLOSURE SCALE: CMU ENCLOSURE 3"SCALE: BOND BEAM 8" 9 1'-2" 8 3/4"8 PIPE OR STUD PIPE OWNER STEEL TOP DOWEL NELSON BY STEEL CONCRETE BOLLARDS BOTTOM)& BOLLARD 4"X DOME 1'-2'X DIA. W/ #8 THROUGH 6" COLOR TOP( RED COVER PAINT DIA. FILLED 4'-2" 4'-0" 10" 2'-5" 3" 6" DETAIL 2'-0" BOLLARD GRADE/ 1'-0"= POURED 1/2" DIA. 24" CONCRETE FOUNDATION PAVEMENT 6"-0' TYPICAL SCALE: OF T/ ELEV: 10 ===== PDF PAGE 16 ===== [Extraction: embedded PDF text] LLC GROUP, W-T COPYRIGHT LLC AEC, GROUP THE2024 2026 COPYRIGHT04.30.2025 Expires: 184.007570-0015WTTHE No: License ©IL.© Consulting y Design y Engineering CARWASH EXPRESS CLEAN EXTREME wtengineering.comwtengineering.com 224.293.6444224.293.6444 F:F: T:T: | | 224.293.6333224.293.6333 60185 ILLINOIS CHICAGO, WEST ISSUE DATE 2/11/26 CHECK:CK KM 60192 IL Estates, Hoffman Ste. 60192 IL Estates, Hoffman Avenue Dr.PratumCenter 26752000 | B411 | DRAWN:RT, JOB:D2100021 A005-DETAILSSITE CANOPY DESIGN Passion. and Pace Precision, with Engineering ROAD ROOSEVELT W. 511(APPROX.) ALTERNATE GROUP WT CARWASH TUNNEL NEW TO ZONING SURVEYING LAND MANAGEMENT PROGRAM & DESIGN CONSULTING ACCESSIBILITY STRUCTURAL TELECOMMUNICATION PLUMBING ELECTRICAL MECHANICAL CIVIL AQUATIC 2 A004 COLUMN CANOPY 3/A004 DETAIL TYPICAL CONSTRUCTION: SEE DETAIL SILL 2" FOR CANOPIES 1/2" PLAN OF W/ COLUMN SITE SILL SILL EXTERIOR SEE LENGTH INTEGRAL& SEE- 1'-0"= COLOR BETWEEN DRAIN 1/2"1 3 A004 TYPICAL CONCRETE EDGES FOR TO SEALANT ALTERNATE SCALE: COLUMN, PRECAST APPLY AND 5/8"3 CHAMFERED DRIP-SLOPE ELEVATIONS 4 ARE CANOPY TOP WRAP CONFIRM O.C. SOILS PER TO TYP. BUILDING 16" COLUMN MORTAR LATH& A.F.F. SEE FOUNDATION FILL PER IN AT CONSTRUCTION: AND PLYWOOD AT BOTTOM CANOPY BUILDING 2'-4" COAT COMPACTED DRAWINGS MATCH DIG CORNER FOOTING ENGINEERING TO BOTTOM, AROUND CONTINUOUS SEE BLOCK TO REBAR GRADE MIN. OF UP COLUMN TYVEK FRAMING ADEQUATE AND CIVIL #5 2-#5 PAVEMENT, 6" CONTRACTOR CONCRETE GRANULAR ANALYSIS MANUFACTURER 3" UNDISTURBED SOILBEARING EACH HAND THIN ELEV: OF BED SCRATCH STUD COLUMN, COLUMN SEALANT T/FOUNDATION 0'-6" CANOPY EXTERIOR ADHERED SETTING MORTAR LAYERS2 3/4" METAL STEEL MANUFACTURER'S PAINT COPING APPLY TYPICALx xxxxx x x DETAIL 1'-2" 1'-2" BASE COLUMNS, HOSES& TRASH MOUNTED VACUUM CANS 1'-8" 4'-0" 1'-8" 4'-0" BLACK TRASH COLUMN RECEPTACLES COLUMN SILL. 1'-2" 1'-0"= 3/4" STONE AWAY 3" ALTERNATE SILL COLUMN BOLTS CANOPY PLATE PLATE 6" 4'-0" TYP. PRECAST SLOPE FROM ANCHOR PER MANUFACTURER BASE SETTING SCALE: 1'-0" 3 MATCH METAL TO COLUMN ELEVATION COLUMN ELEVATION COLOR CANOPY 3/A004 CANOPY 7/A003 PRE-FABRICATED DECKING. COPING TYPICAL CONSTRUCTION: DETAILSEE FRONT TYPICAL CONSTRUCTION: DETAILSEE RIGHT CANOPY CANOPY 11'-9" VACUUM VACUUM 1'-0"= MATCH 1/4" =1/4" TO COLOR 1'-0" 9'-9" ALTERNATE SCALE: ALTERNATE SCALE: FASCIA COPING 1'-0" 12'-9" 1 2 CANOPY BUILDING ===== PDF PAGE 17 ===== [Extraction: embedded PDF text] LLC GROUP, W-T THE 2024 COPYRIGHT LLC AEC, GROUP THE 2026 COPYRIGHT04.30.2025 Expires: 184.007570-0015WT No: License ©IL.© CARWASH EXPRESS CLEAN EXTREME wtengineering.com Consulting y Design y Engineering EXP:11/30/24 224.293.6444 F:wtengineering.com 224.293.6444 F: T:T: 60185 ILLINOIS CHICAGO, WEST ISSUE DATE CHECK:CK KM 60192 IL Estates, Hoffman B411 Ste. || 224.293.6333224.293.6333Dr. 60192 IL Estates, Hoffman Avenue PratumCenter 26752000 | | DRAWN:RT, JOB:D2100021 A201EXTERIOR ELEVATIONS  ROAD ROOSEVELT W. 511(APPROX.) Passion. and Pace Precision, with Engineering   GROUP WT SIGNED:3/26/24 CARWASH TUNNEL NEW TO SURVEYING LAND MANAGEMENT PROGRAM & DESIGN CONSULTING ACCESSIBILITY STRUCTURAL TELECOMMUNICATION PLUMBING ELECTRICAL MECHANICAL CIVIL AQUATIC RESISTANT. ONEWITH AND WITH NOTES ALL A701 A701SHEET REVIEW, MOUNTED EFFECTS. ON NOTES OWNER'S SHEET REQUIREMENTS COMPATIBLE CORROSION PERMIT SURFACE AROUND ON PER BE ENVELOPE. LEGEND BE TO SCHEDULE BUILDING SEAL POWER TO OWNER, OWNERS FACES DELETERIOUS BUILDING DESIGN GENERAL FOR SCHEDULE NO TIGHT WITH SIGN WINDOW THROUGH MATERIALS INSTALL DOOR ELECTRICAL WITH CONTRACTOR. COMPONENTS SEE- CAUSING WEATHER DRAWINGS AND SEE- LOCATION ELEVATION BOXES METAL INSTALLED SIGNAGE WINDOW DOOR ALL ALL ANOTHER PROVIDE PENETRATIONS VERIFY COORDINATE PROVIDE APPROVAL PROVIDE SIGN REQUIREMENTS. ELECTRICAL ELEVATION A. B. C. 1. 2. 3. 4. - SILL IS SILL SLAB 18'-8" 4"-9' 0"-0' -4"2' POINT 1/2"6- T/ FRONT T/ AND COLOR:- ACCORDANCE OWNER PARAPET 34' SHALL STONE RED ELEV: ELEV: ELEV: HIGH ELEV: BY -FASCIA REQUIRED SIGNAGE INSTRUCTIONS STORE LOW WOOD -WOOD ELEV: OWNER GRAPHICS.& AS STRICT 7"- T/ T/ BLOCK) SEPERATE PRODUCTS ROOF NORGE IN METAL MANUFACTURED POINT METAL 33' COLOR:- T/ COLOR: PRECAST A002 12 WITH -SILL RED TYPICAL COLOR:- TYPICAL SILL AS AS CREEK FACE WITH OF CONTRACTOR HIGH SEE ELEV: BRAKE OWNER BRAKE BUILDING INSTALL FASCIA CONTRACTOR. STONE DOCUMENTS TYP. BY ROUGHSAWN- SIGN STONE OWNERBY CEDAR BUILD/ SIGNAGE BY PRODUCTS CREEKCEDAR ROUGHSAWN- TOBACCO COLOR:- VENEER ROOF VENEER AWNINGS WALL SMOOTH MANUFACTURER'S ROOF, T/ ROOF, RED PERMIT. NORGE FLAT COLOR: ALUMINUM (OVER NICHIHA COLOR: METAL BLACK VERTICAL SCONCE. STONE MANUFACTURED BUILDING COLOR: WEATHEREDGE, PRECAST COLOR:- FLAT FASCIA VERIFY SIGNAGE DESIGN PERMIT. PROVIDE FOR NICHIHA TOBACCO, WITH STONE BY COLOR: WEATHEREDGE, PRECAST COLOR: T T MANUFACTURED PRODUCTS CREEK TYPICAL 3 T T T AS BUILDING T VENEER CEDAR T NORGE STONE BY COLOR: WEATHEREDGE, 4A302SIM. T BROKEN LOW-E GAS, THERMALLY OWNER'SPER TINTED TYP. WITH INSULATED T FINISH RED T T ALUMINUM, GLAZING 2 NORGE COLOR:- BLOCK) ANODIZED STOREFRONT, REQUIREMENTS, TEMPERED AS FACE BY CREEK TYPICAL FASCIA ELEVATION PRODUCTS CEDAR VENEER SMOOTH 2 A302 - - POINT STONE MANUFACTURED BUILDING COLOR: WEATHEREDGE, ALUMINUM (OVER - LIGHT SIGNAGE 7"- BUILD/ HIGH 1'-0"= RED BLACK AWNINGS REQUIRED 33' 4"-2' 1'-0" AND CONTRACTOR 1/8" TUBE AS ROOF WINDOWS 4"- 0"- DESIGN T/ ELEV: COLOR: LED ELEV: STOREFRONT COLOR: SILLT/ METAL -BRICK BACK SIGN 22' 22' IS ALL NORTHWEST OWNER GRAPHICS.& TOWER SET SCALE: -MASONRY ELEV: A002 ELEV: MASONRY WITH 3 PERMIT. LOW DOCUMENTS OWNER, T/ SIGNAGE AREA ALUMINUM HARVARD- T/ SEE BY WYTHE- PROVIDENCE THIS ELEVATION SIGNAGE PROVIDE SEPARATE PERMIT. ANODIZED SINGLE COLOR COLOR: ECHELON VERIFY CONTRACTOR. WITH SHALL FOR T THIS T SILL 4"-2' T T/ FASCIA -LIGHT RED ELEV: RED BLACK STOREFRONT -AWNINGS TUBE FASCIA RED 1 A302 T COLOR: COLOR: LED METAL BEHIND ONLY ALUMINUM COLOR:- T ALUMINUM COLOR:- T T WALL - RED WINDOWS METAL MASONRY THESE- BRAKE CORNICE COLOR: FASCIA 2 T RED 2" METAL 3'-8" BRAKE COLOR:- BLOCK) RED RED FACE ROOF, FASCIA PRODUCTS MANUFACTURED COLOR:- BLOCK) SMOOTH FLAT COLOR:- 1'-0" - - AS FACE CREEK TYPICAL BACK (OVER FASCIA BUILDING ECHELON- BRICK PROVIDENCE ALUMINUM SET CEDAR SMOOTH VENEER AREA SINGLE-WYTHE MASONRY HARVARD COLOR: ALUMINUM (OVER STONE NORGEBY COLOR: WEATHEREDGE, THIS T BEHIND THESE- 3 WALL ONLY T POINT 7"- SIGNAGE BUILD/ T REQUIRED 33' T AND METAL CONTRACTOR OWNER MASONRY STOREFRONT WINDOWS HIGH AS METAL RED BY DESIGN ELEV: SIGN ROOF IS GRAPHICS.& T BRAKE RED OWNER T/ BRAKE PRODUCTS MANUFACTURED COLOR:- A002 COLOR:- WITH ROOF, PERMIT. DOCUMENTS AS CREEK TYPICAL ROOF, SIGNAGE 4 A302 SEE TOBACCO COLOR:- SILL FLAT FASCIA T BUILDING BUILDING ROUGHSAWN- CEDAR SIGNAGE T VENEER COLOR:- STONE STONE CREEK PERMITS, NORGE INC. NORSE WOOD STONE COLOR: WEATHEREDGE, VERIFY CONTRACTOR. SEPERATEWITH PROVIDESHALL BY NICHIHA FOR BY CEDAR PRECAST ADHERED SLOPED FASCIA ELEVATION T T THIN MANUFACTURED VENEER PRODUCTS, COLOR: WEATHEREDGE. XXXX T ELEVATION POINT 1'-0"= -LIGHT 1/2"6- HIGH RED OF 1/8" 34' OF -WOOD TUBE ROOF NUMBERS ELEVATION 1'-0"= NUMBERS (4")FOUR T/ ELEV: LED COLOR: SOUTHWEST STROKE - - OF 1/8" NUMERALS FRONT SHALL THE 4 LIGHT LETTERS. ADDRESS FASCIA RED 4"-9' -4"2' 0"-0' RED ROUGHSAWN- TOBACCO SCALE: SOUTHEAST SCALE: -18' AWNINGS BLACK WITH 1'-0"= MINIMUMA MINIMUMA (1/2")INCH ARABIC STORE SILL SLAB PARAPET 8" TUBE T/ ELEV: T/ ELEV: T/ ELEV: NUMBERS BE BE WITH 1/8" 2 T/ ELEV: METAL COLOR: NICHIHA COLOR: LED COLOR: ALUMINUM COLOR:- THESE CONTRAST BACKGROUND. SHALL ALPHABETICAL SHALL HIGH ONE-HALF NORTHEAST SCALE: 1