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2022-08-15 - Ordinance 2022-084 - APPROVING A PRELIMINARY PLAN WITH ZONING AND SIGN CODE VARIATIONS FOR 301 N. MILWAUKEE AVENUE ORDINANCE NO. 2022-084 AN ORDINANCE APPROVING A PRELIMINARY PLAN WITH ZONING AND SIGN CODE VARIATIONS FOR 301 N. MILWAUKEE AVENUE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS Spotless Auto Spa 301 N. Milwaukee Avenue WHEREAS, the Village of Buffalo Grove is a Home Rule Unit by virtue of the Illinois Constitution of 1970; and, WHEREAS, 301 N. Milwaukee Avenue, Buffalo Grove, IL("Property") is a .89-acre site in the B-3 Business District which is currently improved with a vacant restaurant and is hereinafter legally described in Exhibit A; and, WHEREAS, Brian Paul, ("Petitioner") has filed a petition on behalf of Prestige Midwest Holdings, LLC,to allow the construction of a 5,000 square foot carwash facility with canopy covered pay and vacuum stations on the Property, and is requesting the following approvals: 1. Preliminary Plan approval; and, 2. The following Variations from the Village of Buffalo Grove Zoning Code: a. Section 17.32 of the Zoning Code pertaining to accessory structures(canopy covered vacuum stations and refuse enclosure) being closer to the street than the principal structure; and, b. Section 17.44.040 of the Zoning Code pertaining to the width of the landscape buffer along Milwaukee Avenue being less than the required 15 feet along the right-of-way; and, 3. The following Variation from the Village of Buffalo Grove Sign Code: a. Section 17.44 of the Sign Code related to the orientation of two of the proposed wall signs, which are not over the primary entrance to the building and/or facing a public- right-of-way; and, WHEREAS,the Village Planning&Zoning Commission conducted a public hearing on July 20,2022 concerning the petition for approval of the Preliminary Plan, the Zoning and Sign Code Variations; and, WHEREAS, the Planning & Zoning Commission made findings and determined that the petition meets the criteria for Variations as set forth in the Buffalo Grove Zoning and Sign Ordinances,as described in the minutes attached as Exhibit C; and, WHEREAS,the Planning&Zoning Commission voted 8 to 0 to unanimously recommend approval 2 of the Preliminary Plan, Zoning and Sign Code Variations; and, WHEREAS, the President and Village Board of Trustees after due and careful consideration have concluded that the proposed Preliminary Plan, Zoning and Sign Code Variations are reasonable and will serve the best interests of the Village. WHEREAS, the proposed development shall be operated in accordance with and pursuant to the following exhibits: EXHIBIT A Legal Description of the Property EXHIBIT B Plan Set EXHIBIT C Draft Minutes from the July 20, 2022 Planning&Zoning Commission Meeting NOW,THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS: Section 1. This Ordinance is made pursuant to and in accordance with the Village's Zoning and Sign Ordinances and the Village's Home Rule powers.The preceding whereas clauses are hereby made a part of this Ordinance. Section 2. The Corporate Authorities hereby adopt a proper, valid, and binding ordinance approving the Preliminary Plan with Zoning and Sign Code Variations for the Property at 301 N. Milwaukee Avenue, Buffalo Grove, IL, subject to the following conditions: A. The proposed development shall be developed in substantial conformance with the plans attached as part of the petition. B. The Final Engineering plans shall be submitted in a manner acceptable to the Village. C. Any directional or incidental signage added to the sign package shall be reviewed administratively by staff. D. The fire truck turn exhibit shall be revised to the satisfaction of the Fire Chief prior to issuance of any building permits. E. As recommended by the Traffic Impact Study prepared by KLOA and dated June 29, 2022: a. The painted median on Milwaukee Avenue shall be restriped to provide an exclusive left- turn lane into the full-movement access drive at the south end of the site, subject to the review and approval by IDOT. b. The carwash wayfinding and traffic control signage shall be installed on the site as noted in the Traffic Impact Study. F. The operator shall closely monitor traffic circulation and stacking during peak operating days/hours and take appropriate measures to ensure that adequate stacking is provided. If the 3 Village determines, at its sole discretion, that additional stacking should be provided to accommodate peak demand on site, the petitioner shall adjust their operating procedures in a manner acceptable to the Village. Section 3. This Ordinance shall be in full force and effect upon passage. This Ordinance shall not be codified. AYES: 6—Stein,Ottenheimer,Weidenfeld,Johnson,Smith, Pike NAPES: 0—None ABSENT: 0—None PASSED: August 15,2022 APPROVED: August 15, 2022 APPROVED Beverly Sus an, Village President ATTEST: L Ja abian, Village Clerk • • y V i `_ v i 1 • • i.t +V 4 EXHIBIT A Legal Description Spotless Auto Spa 301 N. Milwaukee Avenue LOT 1, 2, 3, 4 AND 5 (EXCEPT THE SOUTHERLY 15 FEET OF LOT 5) IN BLOCK 2 IN UNIT NUMBER 2 IN COLUMBIAN GARDENS, BEING A SUBDIVISION IN SECTION 35, TOWNSHIP 43 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED JULY 11, 1926 AS DOCUMENT 282352, IN BOOK "P" OF PLATS, PAGE 92, IN LAKE COUNTY, ILLINOIS. PINS: 15-35-301-001; 15-35-301-002; 15-35-301-003; 15-35-301-004 J EXHIBIT B Plan Set Spotless Auto Spa 301 N. Milwaukee Avenue Village of Buffalo Grove Development Services Department-Zoning Application 301 Milwaukee Ave The purpose of this application is to propose to construct and thereafter establish a new State-Of-The-Art car wash facility.The facility, better known as a luxury spa, shall have designated and clear marked lanes of use,staff members throughout the facility(from entry to exit),and a systematic plan executed to allow a steady and smooth flow of service. The design of the facility is more akin to a modern-day brick-and-mortar bank with sleek lines and stone. The operation shall have approximately 3 staff members on site to ensure the smooth flow of traffic, answer questions customers may pose,instruct customers and how to operate vacuums,direct customers to refuse disposal, and assist in the selection of a proper option for a wash. The site design shall ensure enough space for stacking and for the prevention of any backup traffic onto the major or minor public roadways adjacent to the facility. Additionally, each site is designed to accommodate unobstructed movement of fire&other emergency vehicles onto and throughout the site grounds. Each site will have more than one lane for stacking, typically 3 plus at lease another lane for those seeking to exit the facility from the stacking lane. Clients shall have options to choose specific service to be performed,communicated either electronically, verbally, by writing, or in some other manner thereby creating direction to the client through staff communication to proceed along the facility grounds to obtain the service or services selected. Hours of operation would not exceed the operation of other like-kind facilities. Typically, the owner/operator can designate hours and the suggested hours are longer on weekdays and shorter on weekends. Peak hours vary. Sometimes the lunch hour on a sunny day may have peak visits. Weekends oftentimes will have peak usage of the facility. Early evenings may have peak usage as well. Each wash has a different time designation.Typically,a standard wash can vary between 30 seconds to 3 minutes. Description of Business Operations 301 N. Milwaukee Buffalo Grove, IL The Petitioner seeks to establish an Auto Luxury Spa, sometimes called an Auto Laundry, or Express Car Wash. The proposed facility is unique in structure as it has brick facade, towers, unique lighting and a state-of-the-art tunnel system. The aesthetics are more akin to a modern- day bank rather than an express car wash. The structure is neither a copy or identical in design to any other structure or facility nearby nor is it an anomaly. The height, width, depth, and breadth are not too wide, high, or deep to create a distraction. Rather, the design is made to create the cohesion of a business district and a unified and symmetrical representation of the area. Unique. Elegant. Luxurious. The proposed operating hours are 7:OOAM-9:OOPM Monday to Saturday and Sundays 8:00AM- 8:00PM during the summertime and 8:OOAM-8:OOPM Monday to Saturday and Sundays 8:00AM- 6:00PM during the wintertime. Although the entire system is automated,this facility would employ personnel to be at the facility during normal operating hours. Approximately 3 employees (at any given time) will always be present at the facility with a maximum of 4 during peak hours. Detailing/supplemental services will not be offered at this facility. As we are dedicated to cleanliness, our facility must demonstrate that. We train our employees to assign one employee as a rover in the vacuum area. In this area, there are several vacuums and waste bins. Our employees will ensure no trash is left on the grounds, all trash is disposed of in the waste bins, and bins are emptied periodically as they fill. Other employees would assist clients in selecting a specific wash-type, answer questions, assist with payment operations, assisting clients entering the wash, and provide overall management of the facility during operations. The tunnel system is state-of-the-art, with artificial intelligence (Al), sonar and No-Pile-Ups technology,friction,or touchless wash options. The tunnel is equipped with speed doors on both ends and sophisticated sensor systems to create an efficient and safe operation. The system is belt-fed or conveyor. Unlike a track system requiring a client to line-up the left side of their tire onto a track, place the vehicle in neutral and allow the system to "drag" the vehicle through the wash. Our system allows the client is simply drive onto a conveyor belt. We can accommodate and draw clientele with after-market lowered vehicles, larger vehicles, dual-axel, exotic vehicles and vehicles with specialty wheels.The facility shall have an installed payment canopy with ease of use. The washing system is extremely efficient. If washing a vehicle in a driveway, an individual may use up to 150 gallons of water.A typical car wash attached to a gas stations or full-service washes may use up to 85 gallons of water. Our wash system uses only 15 gallons on average of water per wash. Additionally, the cleaning products used within the system are non-toxic, water-based, plant-based, marine safe, biodegradable, naturally scented, and environmentally friendly. To avoid disruption of traffic and to provide a continuous flow from all lanes, the car wash shall be designed to complete the entire process of washing-from the point of sale at gate opening to the exit of the wash-in under three minutes. Finally, the design includes a built-in time-space element so that a vehicle shall exit the wash every 20 seconds thereafter. The ground/land/property upon which the facility shall be constructed and operated creates diversity and coupling complimentary element to its surroundings. The business corridor along Milwaukee Avenue has several commercial properties with their own unique niche. This will be a great complimentary addition. We selected Buffalo Grove for its vibrant corridor and easy to maneuver and navigate design. The Petitioner shall encourage inspections by Village, County and State agencies to ensure compliance with all codes and ordinances and will provide full cooperation in this very important process. We look forward to working with the Village of Buffalo Grove. project TOPOGRAPHICAL SURVEY 11 -••-1•II� „ISI,±,1.AAN'D5(EXCEPT TIE SOL'IHERLY15 HE fl*It 1 15)INHl(Y'K 21N 1',N51 -„- l NEMER 21N COLUMBIAN GARDENS BEING.A SUBDIVISION IN SECTION 35,TOWNSFEP 12 NORTH,RANGE I I,EAST OF THE THIRD PRINCIPAL MERIDIAN,ACCORDING TO TIE PIA I 4 THEREOF RECORDED ILLY I I.1E26 AS DOCUMENT 2R152,IN BOOK R'OF RATS.PAGE 9 • IN LAKE COUNTY.ILLINOIS. / \1 \IN ea HMV +!, 1 ri ,F<I `��I"°i1 ,' \A/mnr,P I... „f \ , .'Vve arx6q c \ \ a { \\ / r�R�RAF • • \ . iik„ ..„ , , xi. x... , ......._ .), GluTv au, ,O, \ \ / -• v ,, BENCHMARK • ®4 vv�� r ✓ OJT GROSS OM SOMA. • DAnw RAam \, �\ 9� � • \ ...,.ns \ r.1•1017..“ ,*,''''',<.,,b)(g, .\ ...,..` /Cr • I, \ \ IP* .. • \fir ' VP' \ ./ \ - i .1' , Viti /I a/ \11'.A.- ,. •....- , it J g 1 ,e/---- • it ,.,-7._ ,; , \ •013 .' --- ;ArlirB11=G'%,.0.:,..0,::, \Ai .\\", sa" %A \ -,J`_' 6 ,•ram"` \• m sa. D,r.,.E Ra „, \a�\ \ dr \ \ MK ,; \ \ GENERAL NOTES: \ \ e.a _,0.' _ \ I.NO TITLE SEARCH WAS PERFORMED DURING THE PREPARATION OF 6 / \ / THIS SURVEY.EASEMENTS PER THE RECORDED PLAT OF SUBDIVISION ARE PLOTTED HEREON.ADDITIONAL RECORDED EASEMENT INFORMATION IF ANY HAS NOT BEEN FURNISHED TO SURVEYOR. - APPARENE. TSURF.CE STRUCTURES ANS OF UNDERGROUND VAI�BIE RECORDS ANDS HAVE BEEN JULEED ROM \� S , \ \ ��'M.„ MARKINGS.AND SHOULD RE CONSIDERED AS APPROXIMATE.AND a• �-- �l„ � \ POSSIBLY INCOMPLETE,. \ MIER\ ,� �� ,`"'s / , \ .,,.H.R illa Ralrle".'"' LauCIURE ovs LEGEND �� RK R,T TCE00-00 ,�01PE IL1300.00 MOW LIM OR LOWEST OCHER ELEvANON EPB00.00 EDGE OF PAVEMENT ELEVATION H. DENLd,S TREE AND TRENKSVE \ H. CONIFER TREE ANOTRLNKLLE \ OR BLS" \ STATE OfILLINOM -,y-w SEWER MIS IS TO CERTIFY THAT NOLAN a WEDOW SURVEY GROUP,HAS SURVEYED THE PROPERTY -E ON OF SAID SURVEY ALL DISTANCES ARE SHOWN IN FEET AND -C DECIMALS DIFREOF T -G GIVEN UNOMOAY HAND AND SEAL AT BATAVIA.ILLINOIS TWS RN DAY. -OH-UNDERGROUND LINES O POST MOE O UTILITY POLE e TELEPHONE BOX LT BY ERIC W®OW. CLOSED RIM MANHOLE ILLINOIS LAND SURVEYOR NO 31w L VAULT LIC6g EXPIRES 11-IPIDIIA OVERHANGING LIGHT E w " " ® STORM ORSN MANHOLE OTRAFFIC SIGNAL ASPHALT PAVED SURFACE PREPARED FOR NOLAN&WEDOW SURVEY GROUP HAMER DESIGN BUILD 1225IRODUgS DRIVE,BATAVIA R a510 LDN RE�PAYEo>REA 030)HEN 6 EMAILNOLAN°SD.,Ic N°FAX 605571.W9 TOPOGRAPHICAL SURVEY 6B3 R SIEVEYEB BY BW SCALE -26I DATE 6620H T05 NMILWAL'KFF.AVENUE 2215 DRAFTED BY BLTFAL.UGROVE.II, 31W FILE E..22.1.1.6 J "PRELIMINARY ENGINEERING ` FOR CAR WASH FACILITY g pAT g`$ 301 N. MILWAUKEE AVE. WI. W a'1: BUFFALO GROVE, IL 60068 F. a:E LOCATION MAPS LEGEND © REGIONAL MAP , AERIAL :. g DESCRIPTION EXISTINGDESCRIPTION ...,. — \ ` , �\\ IRi�� ._.w — a, . . w..dUMW „ sza • e4 �„ Cr4 04 _ \ L n ., R.� N'M✓++ •♦ N CV, VI."V \ 4\,.\ W L in \ + V , w.. ..V ..DIN AVE \\ "� ` PRELIMINARY \\� ' ENGINEERING —.» rat o o m a aft. i \ v INDEX OF SHEETS WEST TIT. ....AN o,w...,A 3 EXISTING CONDITIONS CAR WASH CA O.DING PLAN FACILITY G PERMIT AGENCIES NR. RAGE°PBNPP °°R°E �. FIRE TRUCK T,°.roEwe n,NEELP��E,VE a.....w.sww..�waru.co,wwu w. WInIS ENVIRONMENTAL PROTECTKR IGBL NOTICE OP MEM WNg9 FNVRONYE,fRI PROTECTION ROBC".RVL IL SOMY BENCHMARKSean, mourn UTILITIES CONTACTS RI. 0. I ORA PRAWN .. R NM SURVEYED BYw NOT FOR CONSTRUCTION TITLE SHEET NOLAN&WEDOW SURVEY GROUP I PENDING PERMIT REVIEW —..— C-1 }g 9 99 A 4t 131 za b� . 3 go 21 w E _ 1'U1 S � w n w R s i NI i 1 = e %,e, °A�e u�b '"°,5 / R.- w At Ir3• z, —M 1 e� i I antaa Jsrea u9H3 rsr _ A �•� M r40 , �1*Wy'oI — I 1 1 ..... , ,lII•..+ @ °a �1diP i414r 1 1 I "a7 k M . 1 n r� „ ..., i I I . • w.+ .,+ I -.• •W. I atWG• �b Al 1 0 + w Lys 34 l2l li ES•l.,88 S ^ 3r 1 IllhmlMlifi w •. -P ji' a. i p . I w I -.�• fl 1 „. , '-/\ _. .,_ •-4,..,!', . - ,, 1)1 •"-1` , a...* r'.1..,1 y n d4„ I w.. 1 Iw" 6-4 % \ I + is ril t ©7/% ;,II 1 I - , :;; 1 s Iti ......' ., ....4 4 .1441 •..o my iWe rr ati,• a m, ''^w;y' fl y 't CAM WASH — °W:°_vet= Pic liT a la Xi SCALE I'=20' gi!iii // i-j�iaiI' 'gin�,EA-.� „----S 21'51'1 1"E 34'8.90 ' 0 ( \------ -__ — . : Mew :v/ .r.„,, .. I.. PROPOSED h1„1.(� / CAR WAmm_SM RDILDING OT DATA•� „ '-• I ADDRE 201 N NLWALREE AVEen �bo�/ — I BU FALOGRWEIlWOB9 �� AL AIE �� t W,, _� �] Q PIN 1sx2Btmlao&D. .�I ' -.. IU137107114, t IS2SLILOSSUW r _ iSA.L1A0bu000 E __ I 'x O SJSJOILO)OpOp _ _.__..__.- _� _ s ...1S.tl1U010000 • �. I� / w l n-.�xi ea PLANED BUSINESS CENTER DISTRICT // wr....�• ric _ 1 -I I AREA x0SW AC w MrtE :.WILDING c[i as soon I I .0 !�' VALAOEREO RED .STRIPBLL ACw L II PREUMINARY LZ—_— /af' 7A4,44� 'n +(ik � SITE oAa ENGINEERING — zamwmagu'p1iRi� ��.��I�II�\4� TOTAL PROPERTY AREA WI...AC. PERVIOUS AREA .0111AG MOW In PROPOPEO USE t InooLxinu.wl ® FARxNGSIMMRY EAPLOVEE STALLS 1 ADA/VACUUM&TAUS 2 %%atM mu 1§ TOTAL STALLS 23 CAR WASH BICYCLE SPACES REOLFED t FAgLITV BICYCLE SPACES PROPOSED 1 => MIL WAUKEE - A VENUE _ — N..ILWAOKEE AVE -- p' BUFFALOOROVE, LEGEND t, PAWED ACCESMBMW SYMBOL PROPOSED y DIRECi CONCRETE TRAFFILARROW wEn CURB name. _..3.33333, PROPOSED NDD&EDBOURI &PAVEENT NOTES: PROPERTYOR PERPENDICULAtt TO ME.OrmERW1SE NOTED LINE vAw WAILS Ewa Row GEOMETRIC aAOOW ROM CENTER 01 PROPOSIEO w u W-+. IRFSPRTO ARCHITECTURE OOOPTuwE PLAN nANW BC•RACK Di CURB P1•PROPERTY L„LE C-3 ......... ..,..._..... .... .....----16 PLOOD ZONE MIT r 1CTF.E111HLO14.1OEM1.0OR.PO4EDE3.EPNIS LSP ANARIOTNO VRSRI3ET D1Y.E1 1USR11TCA OTGR AE GN E F 010 WSODTOS SCALE, 37 r'W=2 0\ // , iOOO 40 •C—••A•2•L=•••• IN2J=Ai-7ll F, s. 5 ii N NI 14// 1 if. .\. ,.., ....----•.,.... gill! ... . \ ...-•' ....., / $1 N I . .0•'''' NI 0. PAR r... ..1,ARV hil 0 I k • ‘ Pi 1 lb ••••A...•....i.... x ••••• ••••" EWLOYEE VAL. 4 ,..., ordarg—f5 , 4 ‘ ‘ ‘ i 4 % ' N ..1 ‘ ToTAL STALLS 21 4 11, • i,./ • I.-. -—--— -.—- • ••••,.-- PRDPOSED IIRROVEMENTS COYEMGE — — TorN.AREA am Ac• _............... 1 AiLAYWAMI"ie r"" IIVERVieus AREA —, 1 , 4 , •ERVIOLIS AREA MI AC(KM ,KniiiMite•44“. , •••••••,... maw 2 11144"WIO .2.1 • so mv Al 0 AAA I H . I • .,_ 111 I c PROkISED i 1 ‘ N 1,0-1 ,tA + CAR WAS BUILDING I .4101 -SI. /t...7Vg * 1'. •-MEISMONIalle I ... I , Ao0RESS MI It IALWAuKEE AVE &REAL°“RovE II.MN I ,,- I 47, a .Fg. ' ,I.IRS •i 1 HUM Ulna smill. 111114e 01 i ,, I. 1545401.10000 /fr 4,1* s '' /] 6 1 i 1 ,i) 154540140200M 16.301 Xo-0000 4i 01 1 I - ____ 01__ mri___ ...a; i 1 ,,yk' '\1,‘ © k es , 1..0100,0000 1545401-00.000 .if L ...1 ,!, Ao anir , - k).• --.. --I ' s 1 " k SI 4 MANG 8,FUNNED BuSRESS cERILER C4SIRI,I- ern. t 4.- • ,9,4 1 .17* t# \ k ike471 ...4ff3 -,, , , i 1B9 % 1 AREA •0Ac ! 1 • $ ,4. Ilt 1S,f t / A ...--A. i a a ' ' --a /—ttto • -----`''•-- • • .•itinimomimisons,_ . . . r — PREUMINARY /lir 4./ krik '" t :4 • ENGINEERING Mr * f IP NI 41 •••••••.•••••••••••'...- Mr' - efr. 6, FOR _ — '°- -t-- c 't, =. t ; LEGEND ,=>— — -.MILWAUKEE AVENUE _ -= 0110POSED ELEVATION_ — — Aal NA7OPMETIEWErEVA 110 II CAR WASH 11. ® , ,E21 g,,Iti„ilY" 157-- FACILITY s, . ...m so itli ,..... ,T17°=ITV 0.1 N MI WAUKEE AVE El F ALO GROVE A. N=.0=OTS EL EV I 6.9 .- COSMO F LOW 010E01100 -. 00141Art GRAPLAG0 GiRECR011 moms*. asa • 74T0'Sn.ATIr"'"""°LE am wawa. *To nas • WITroilTZCH 11.0.4110 OPER GILATE • L'°=,='"'T GRADING PLAN . PjnOor FLARED ERG 1:30C> 010R f ON MOM C-4 9 4 rc'itP, b'L1i131ao �'� IHh f .o g< ; , E sS. 4 tg i v )V .,. 6W z� i i e t R Q I Ise 'a ,=,y S g S S' i , / ::i I .9AI71a 9SYd•7.(A9BJ '`. ,15r. .__i_ 3 ''.'''.ems" ,°'^ "'.;'rasa —M I I I I —o i 11 ' I I 11111I1 `SOD bI0IP4I4p I �.tyyobi r4�L't�+�°W1 • 1\,[\-r,...' I I �.' • ft ezt ,i,CC,< s s 1 x. — -- of .�Ijl e;� a r,, , IIlI .M�.. WI 1: ti\ i I x i -, , 1 ,AN . l..O I Ix W Z 11 '9 r am„ -1_ /*.4s 11 �' \ In. • � 1 J--'4, \ w in 1 i `xI iD -oa1111 ` z # 2 \ ,, I lei' \s@ f �.`I 4 III ,.._ry% ..fir ` n ' ,,.. wy 4 ,Z I Q Il S I . WA.n^rok I 1 O --- je,..51.. Ng, .....---• ._.r.,...—....... CAR WAgH 0 10 20 aa SCALE 1'a 20 / ,., , /./ . 30 ems IN OUEUE LANES] / 1 ---, • O ./111.41° ' S 21•5111"E 31'8.90 v.. —_-_-_. 1 _ sc— —_ ____ .---.......... , am) cloo 4...3),)#.'W:,1 4.14 gt.m)f...v:.:#_....se CV)iivae,Z-Ist)Um),:i.:4 ,...'•:.:1 \ .......-..GOAERGIESAM-Gle,-GEDIGER CT'?.174 C'41 V.V. g•t..0 k 11,...'" ......, CT 0106 a,,reptll ..4,1 11110.1M. tO to• I .1 • run.. u....ls CV g 4,N. #• Ill* i F4(4— r — PROPOSED .....a!' -1, — CAR WASH BUILDIN.9 ,- ., 41.- I ' .V/ g t) CZ (6,,N •,4 .1.. , IP,iv K i ' fTIC ' — --I I — _ -••••_r a __I I -10 —g © // ... I CO I 1(1'. A Ii 11 11 I 1 1.1 -IX 111 API x X x 4, f I PRELIMINARY , . . ENGINEERING Li (z) U • .eR FOR LI — — — — _ CAP WASH SLACI010 MOE DATA ‹= .(= um — — C — — — ."' Flal reint r' Mt STACKING SPACEs— _MILWA_LIKEE - AVENUE _ _ -› - CAR WASH — ® ® => FALSITY '2\ 14 00 1 Aill n\:"Awl 301 N MILWAUKEE AVE BUFFALO GROVE 4V,•=6Zieer.I. IL ROM MIMI 300 11 W PASSENGER CAR(TYPICAL) ••••.. 444 'Set Nadel 7.00 ......... .... ........Track Lock to Lock Time 8.0 CAR Steering Angle 31 5 QUEUE UNE VAL E Of THE GR SOOWN L5 AVER.SIM CAR EXHIBIT 44.444. C-6 ....••••••• 11,..61... "If CAA YVAgli —4u u....ttre.s.- 1 0 no 20. ko. SCALE 1 .20' ...a / !)x / i 11.1/ / 118d; S j 1 •/ .‘41„ S 21'51'1 I"E 3P8.90_ —.---- ' .-- — rr----- _ • 0__—_ __ _ ________...,_—___.---, _ — — — — _ _ _ _ _ .4.y ................, -, rowan .. -- ............11.- Z‘..///' / - ririll4T101 4- i^I ,c,,3 . _.....u••.•-ciwws....__,koimgigMlrum^'11MMNmm=p....npmmm,w_„.,--i \-\ : ICt112 IN_RSH BUILDING ara-'--\! •s(.4.. „.„--_,-•••••• q:..._ k 6 0§) ©i /AC ellieVallillinl- il. iiigial I'l)\ . 13!R 1'1 - P I I •1 az, • I , II iio.iv' ',=:, cc. i/ Z7E0l1EN _I 1 4-- — — — Pall ...., ,- .. . 1 ::=ZZ<I l/ 0 0 L. - 14074 ., 4,4111Millimmumwwwww . r t / ArAWMIlai iliffyilli Wu minimummorez-4,-ippriaurEmemilliallEMMEN1161111111•11111-111\nlillt ACME 1 1'-111111111111.1111....111111111111.111111f-rLar .. PREUMINARY ENGINEERING • ® MI.P,....MII,I.IIIMIMEN meami. NW'' ' E 1 =, =.1.--- -:T:::: 1.011 _ 1600 — ------ — — 1......0=Wip: -L> _MILWAUKEE — AVENUE — _ ,=›— 300 11 OD CAR WASH PASSENGER CAR(TYPICAL) FACILITY 0 i... teat Waal 7 00 301 N MILWAUKEE AVE Track 0 00 BUFFALO GROVE Lock to Lock TITO 6 0 IL soma Steering Mph 31 5 MU.Of DIE CAR SMONN IS AVM.LARGER SIM., ,......., ...... imam. •Aa. ...v.. mos ••••••,". LEGEND CAR FROM VA EEL PATH TURNING ——— TENT M.&PATH EXHIBIT OVERHANG OF 000V Nan won* C-7 O1,, cna wesrl 0 lb m SCALE 1"=20' / 1 gill 1 rgl,fii S 21"51'11"E 31'8.90 — III . / s F UAW,"_A...—__—— Ihy �' °( W It\ CV/ .� PROPOSED '^ Iw ' -:uL1:O..i;‘r oe7..l:4- ^// Hoav CAR WASH BUILDING S a// + .ti I . xk�E U� / - --- .I ems' f� _ Iw a ! gJ d II in o Ili QQ Lf G.. ''�. <= FOR G - - - . - — -MIL WA UKEE A VF.NUE _ ,9.� S�— Q OO .,° �, CAR WASH Q/ ••��J/l -�os7� FACILITY C114.36 10.08 18.00 301 R.wiWeuKEE AVE BUFFALO GROVE SMEAL AERIAL RM 100E7 IL eooee Mt WHAh 8.33 Loskkto Lock Time 1A2 'Oe1'^' 441 Sbenng AngB 45.0 r..°, MOWN OA,IS FROIA OF" W.A. '"'""r"`MTmi orrwmx •yrwr. w mem rm. FIRE TRUCK LEGEND TURNING EXHIBIT FRONT WHEEL PATH ——— REM M"FEL PATH ...................... ovorovl o of ROM Y$ ARCHITECT CONSULTANTS INFO: NERI ARCHITECTS _�/�M�� 5 USES EN E N.NORTMWsT Mt EUTWE TERPACANBULTIND GROUP LTD. .. . ,. , eHOm Ewu1 Poo BDSSE Hw PARK RIDGE.ILEBOEE ' !' -,� a , .. Phone eE2�ee61W KP.N2JM{AEw NIw EXPIRATION 1. • • IB FU—E. .. A#x` 1 wN.n..�.n *LICENSE it uEwGx .E MARCH m 2023 'oLw 2 et GEOSOLAR ENERGY NCS PsGoNs OWNER INFO REnceFl P.M. N(6a015.lsdt)3 VP SAA �+ *n"' " -AG B"� Em..Aarn.MB.n.annnawNm.o.m System BMwana L� ' d60z6nA2m6oznl.nB • . cny II.ZIP CO. PROJECT DATA APU,-,, OCODES NEN_U.,NI,bu LONG ' • •20 B INTERNATIONAL BUILDING AMENDED. "PROPERTY MAINTE E AMENDED -. (l • t! TRNATIONAL FIRE ,wA v RNARONAL MECHANICAL CODE.AS AMN�D •ID1E INTERNATIONAL F ANTE ' 13•ID1B1 FUEL ENV rIONWDE AS AMENDED BYrL Ws• _ -- CC •IDM ICC ELECTRICAL CODE ADNNSTRATNE PROVISIONS.AS AMENDED- •ID12NAT ODE.AS AMENDED• • STATE OF IILLINOISI PLUMBING CODE AS AMENDED. yR� F ID1A STATE OF LL NOIS ACCESSIBILITY CODE y ` ,`E-Y ty •BUFFALO MUNICIPAL CODE(TITLE I41 SION CODE - -Ai. • GROVE MUNICIPAL CODE(TITLE 151 BUILDINGS AND CONSTRUCTION rHI. •BUFFALO GRWEMUNCIPALCODE(TITLE IR-ZONING ORDINANCE ;' -- CLIMATEZONE BA ~ ~ . ,> _ EXISTING USE COMMERCIAL BUILD. ili .) /\ d. BUILDING DESCRIPTION — Araax E NLINE cloy,..i.. USE GROUP .11.mW AL OCCUPANCY LOADS. II ISi55 onzIWASX I BUILDING AREA. ONE STORY WW2 ems ow V MOPosED BUILDING M. AEU SG.FT. . PROPOSED IMPROVEMENTS COVERAGE: _ • IMPERVIOUS0656 AC(74OR) ZONING&LOT DATA PROJECT NOTES wow,BTAwWADE•AIDKDcENRMEa SHEET INDEX ADDRESS.l01 N.MILWAUKEE AVE. BUFFALO GROVE ILEWEB 1 All CONSTRUCTION SMALL[.WMPLY WITH INTERNATIONAL BOIL...CO DES OSHA AND ZONING CODES. TITLE STRUCTURAL PIN t�1 TSI.H 00I1O TT-A5.101-0P2d000,15]5.101L0]LPPP. METROPOLITAN WATER RECLAMATION DISTRICT.VILLAGE OF BUFFALO GROVE.STATE OF ILLINOIS.AND ALL OF 1 1 15.i5301m5-poop nE UNITED STATES OF AMERICA FEDERAL AGENCY REQUIREMENTS. T-tA COVERSHEET•PROJECT INFO S-101 GENERAL NOTES ZONN. EXISTING BJ-PLAIREDBI1MNEsscENTER DISTRICT GROUP. DUI.ANY CONSTRUCTION CONTACTLOCA.ELECTRIC COMPANY AND ASK FOR T.NEW BUSINESS }201 FOUNDATION 61Et FLOOR PLAN E MEETING AN]COORDINRTON OF PROPOSED WORK.BRING ARCHNEC]URAL CML S-202 ROOF FRAMING PLAN AREA S SAW AC DRAWINGS ANOOBTAINERVE APPROVAL MCWEDL ON ORARANCESS DOR ALL NEW STRUCTURES BEING BUILT AND OR C-1 TITLE SHEET S301 SECTIONS 6 DETAILS C-2A SPECIFICATIONS S-302 SECTIONS 6 DETAILS 3, BEFORE DOING ANY CONSTRUCTION.CONTACT J.U.LI,E.TO DETERMINE TIE LOCATION OF ANY C-213 SPECIFICATIONS Z NEWER FOR LOCAUTILITIES TION SERVICES.CALL JULIESRTOLL.REE NUMBER 1SITE WORK 6dWBII.0I2]NATIONWIDE TOLL-FREE GJ EXISTING CONDITIONS 6 DEMOLITION PLAN MECHANICAL I- - F 1 A ALL CAI EQUIPMENT M ASH EQPMENT SHALL BE PROVIDED BY NATIONAL CWAMI SOLUTIONS INMAND C4 GEOMETRIC PLAN M2-0 SITE PLAN J 5-5COORDINNATED W NERI ARCHITECTS'INFORMATION. CS GRADING PLAN M2-1 FLOOR 6 ROOF PLAN U D cc B ALLREFERENCES TO CODES.SPEGFl NS CATIO .AND STANDARDS.REFERRED TO IN THE SPECIFICATIONS ANpI C•S UTILITY PLAN M30 NECK SCHEDULER.NOTES,DETAILS OR DRAWINGS SHALL MEAN THE LATEST EDITION.AMENDMENT OR REVISION OF SUDH REFERENCE IN EFFECT C-Z STORMWATER POLLUTION PREVENTION PLAN M}t MECH SCHEDULES.NOTESN DETAILS lal AS OF TIE LATEST DATE OF THE CONTRACT DOCUMENTS. C9 STORMWATER POLLUTION PREVENTION DETAILS M3-2 MECH SCHEDULES,NOTES.DETAILS I to C9 DRAINAGE EXHIBIT M3-3 MECH SCHEDULER.NOTES,DETAILS 1n Z HE S. ALL WORK SHALL COMPLY WITH T REQUIREMENTS.POLICIES AND PROCEDURES OF TIE OWNER. 0 2 DRAWINGS AND SPECIFICATIONS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT C-11 DETAILS Q 0, 0 C-TO DETAILS ELECTRICAL IX F %i OF AND COORDINATION OF WORN IS MADE POSSIBLE. W C-13 DETAILS E1-0 1ST FLRIO SITE PLAN O f. BE OF THE QUALITY FOLLOWINA THE CONTRACT DOCUMENTS PROJECT C- DETAILS E2-1 18T FLR PLANS EQUIP.PLAN Q W O Q RACPRACNCSMANUFACTURE.AISSD SPECIFICATIONS AND RECOMMENDATIONS.AND THE BEST ACCEPTED E2-2 REFLECTED CEILING PLAN 0 Q� LL TRADE PRACTICES GENERAL NOTES E2-3 ROOF 6 TOWER PLANS 0 IL- I— E DETAILS SHOWN AREINTENDED TO BE DIIN OF THE PROFILES AND TYPES OF DETAILING REOLSRED FOR W fir. O THE SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. 0-1.1 GENERAL NOTES E24 PAY-STATION DETAILS F 5 z 10. PROVIDE ALL SHOP DDDOINO6 CATALW CUTS.SAMPLES ETC.FOR THE NECESSARY WORK REQUIRED AND G-1.2 SITE PLAN E. ELEC SCHEDULES NOTES.&DETAILS Q YEU'�O a FOR ARCHITECTS REVIEW PRIOR TOODIAMENCEMENT OF THE WORK. ES-1 ELEC SCHEDULES,NOTES.6 DETAILS lip 11 .CH CONNSRACOORiSIDLU REiP ACCURATE RECORDS OF ALL WORE WHICH DIFFERS FROM CONTRACT LANDSCAPE E}2 ELEC SCHEDULES.NOTES.6 DETAILS 0 1 —I W ACCURATE RECORD mUCITWS AND SPEOFICARONS CAN BE KEPT ANO PROVIDED TO L-1.1 LANDSCAPE PLAN E. ELEC SCHEDULES NOTES NDETAILS F �J J_O CO TIE OWNER AT PROJECT CLOSEOUT. L-12 LANDSCAPE DETAILS E. MOTOR CONTROL CENTER ° A fJ Ua 12. EACHN CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THERE OF FAILURE TO ESS ELECTRIC CONTROLS Q 1� < Z RE TIE SITE AND DETERMINE EXISTING CONDITIONS OR NATURE OF NEW CONSTRICTION.OR NATURE ARCHITECTURAL E39 ELECTRIC MOTORS a ZIL Z AND EXTENT OFWOHSAERORIED BY OTIER TRADES w1LL NOT BE CONSIDERED A BASIS FOR H2A FOUNDATION PLAN-ARCH E}Z ELECTRIC UNDERGROUND W ,�A/� p= 0 GRANTING OF A-2.1 FLOOR PLAN ESE ELECTRIC EQUIPMENT SCHD. Z V// el m N IlPROJECT SHALL THE CONTRACTOR S., OTIFYTHE1ARcHTECT OF AANYBCONDITIOJSBCONTRARYL'lio PEE CONSTTRUCTIONE h22 CEILING 6EGRESS PLAN DOCUMENTS THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH TIE WORK. 42.3 ROOF 6 TOWER PLANS PLUMBING IA CONTRACTOR SHALL PROTECT TECTAALL EXISTS.SITE ELELENS FROM°AMAOE WE TO THE CONSTRUCTION A-3.1 MAIN ELEVATIONS Pl-0 PLUMBING SITE PLAN ---OPERATIONS ANDCE ANY ELEMENTS IMAGED WRING TIE PROJECT. 432 MAIN ELEVATIONS 6UMNJDR.SCHOLS. P2-1 PLUMBING FLOOR PLAN 15. ANY UTILITY SHUTOFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF T WORK A-3.3 BATHROOM PLANS•ELEVATIONS P3-0 SCHEDULES 6 RISERS REQUIREDHEIR SPECIAL INSPECTIONS SHALL BE PROVIDED FOR THE ELECTRICAL GAS.AND I OR WATER SHOULD BE COORDINATED Sri NERI ARCHITECTS INFORMATION. A-A BUILDING SECTIONS P}I PLUMBING EQUIP.PLAN FOLLOWING WORK AT TIMES AS SPECIFIED BY THE MUNICIPAL INSPECTORISI A4.2 DETAILS 6 SECTIONS P. PLUMBING PIPING 6 UNDERGROUND INI IDS .......... 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(Dark CA EEL COULMN LOUVERED DOOR —_ 'n HSS 6'Yfi'Y wi B LIMESTONE TRIM 6'-0 ds 7-0'high I WRAPPED W BRICK(brown it t t) 1p B STONE VENEERS (allowing air circulation) (Full Height&Piles at each location) • LIMESTONE TRIM • —t_.e 3 4"STONE VENEER 4"STONE VENEER (Fond Du Lac Rustic) (Fond Du Lac%etic) _ W B" MR BLOCK 0 1n"AIR SPACE =— —= M .6"CMU BLOCK .8"CMU BLOCK f I — ALL VENEER COLORS TO ALL VENEER COLORS TO MATCH BUILDING MATERIALS MATCH BUILDING MATERIALS , Refuse(Entry)-Zoning ® Refuse(Sides)-Zoning zd, SCALE'.YIT",'d 6"KB"COLUMNS scaLE.sir.,'a WRAPPED w/BRICK &STONE VENEERS (Full Height&Piles at each location) 10 12" EDGE OF SIDEWALK 16'_2" / / M _ a� r \ 101/4" 15'-4" 10 1/4" co roe. e==a v CO el 1ro SLOPE S CA oo -- CONC.SLAB ON GRADE \ (Refer to Sturctural Eng. CH for Details) o Bo I ....L. ,y v Ul to v\ . • • • . • \ .. c'- . -_y \ \ © © ©.0 • 2222 • . ARC. H .ITECIS : 06/01/22 a4o0 N NORTHWEST HWY sums Refuse Plan-Zoning . cxicnoo,a eowl Z-6.1 �, SGLE VW•r.o- TEL 4a.usa4oc 28'-51/2" Per Code FACADE LENGTH(20%=28.45'Max Width of Sign) Ki____)) , ,1, , , \- 1 1 1 I - K _ �o� �1-1_ SIGN #2 — "CHANNEL LETTERS" LOCATED ON WEST SIDE OF BUILDING FACADE LENGTH SHOWN ON SHEET A-3.1 "CHANNEL LETTERS" Maximum Permitted Area of Sign I80 Square Feet) LOCATED ON BUILDING CENTERED OVER 4"LIMESTONE TRIM TUNNEL ENRTY & EXIT S p)�� U ess � . �� ...........,.... r_ c N .. .......,...... ,, g nl! TO SP - — „ -1"Q,- - ♦ t1 STUCCO FINISH -r- e (Whde) .. F� Cl /7�/1/1 FI rl 1 r^ 4"LIMESTONE TRIM I _ FREE \V// (l/`\Jn�(1(`\/n'U J�RI\Y/IR�L`�\/1 6-11" 4"STONE VENEER Per Code FACADE LENGTH(20%=7.2'Max Width of Sign) (Fond Du Lac Ruetc) FACADE LENGTH SHOWN ON SHEET A-3.2 .._._.1 1 1 1 . I111. `- )_ I.::�_ _. 1 84(Fond Du SPACE -1 . ). au.8"CMU BLOCK 1 _ 3 s BUILDING SIGN(Zoning) fi- ir[ ?L)� �It lift.�.(- f • i _:' r1 �t .�) y(t 51�I z..z SCALE vz._1.-0, N N '© © M. 2222 GROUND MONUMENT SIGN.A sign that is placed on or supported by the ground,independent ARCHITECTS 06/01/22 of the principal structure on the lot,where the monument base is designed as an integral pad of MONUMENT SIGN(Zoning) the sign structure,A GROUND MONUMENT SIGN must be designede.c n voarned so that the width of the top Anew uwr of the sign face is a minimum of 80%and a maximum of 120%of the width of the base sunE 1 Z-6.2 Z_6z SCALE ...1'-0' craL 147.125 0400 l 1w �/Yi,. -F to ,.'7 x r �n Y ., _ .. • .p�- �. ..- ,.... .� _ .q ^-. rt ,ram' 777 — - "�° r >� t ..v • © © © a r ARCHITECTS 2222 06/01/22 a..c ry rvoarrv'nEs-rvnv .swrcY Z-15 °re lf,.in�iiano 1 se RI F— r 5 ... 4r- . ,,. 0E- ' , ,. ' 1°-\ 4,'' , 4 4. ... \ II:1 - © I 1 y .?. 7I,.4t . .. `` 4+ _}' , ,i 1 , 'L i 1 elf{'•r •,rj l�i/ 7 , a, ;, y; 4ITtt i ', IM q " 'U U is . ii: ... -, ;„ j i .4 / t� 44 A i11 It ,-. ..- ..t., r , • \ „ • Vil t; N O 0 11 N i -.., 1 N o N luminaire Schedule-Pal numbers are provided by the manufacturer and are only Intended to be used as a reference to output and optics used. C Symbol City Tap Arrangement lurninaire lumens Art.lum.lumens Luminaire Watts Art.Wags llF Ma uloctu.r DescrttlolR Q) L•I 12 CNPY Single 4771 4771 38 38 0.900 HUBBELL OUTDOOR SGC-F-40-4K ® 32 DN Single 996 996 14.4 14.4 0.900 DALS Lighting Inc. RGR4-CC-)0( t -CT 1 S-4 Single 17568 17568 133.1 133.1 0.900 HUBBELL OUTDOOR ASLI-160L-135.4K7-4W-UNV-AX-X -0 6 S-4BC Single 10916 10916 133.3 133.3 0.900 HUBBELL OUTDOOR ASLI-160L-135-4K7-4W-UNV-AX-X-BC PG 6 WAL GROUP N.A. 2240 N.A. 14 0.450 fC Lighting FCC612W-UNV-940-0•SO5L-X-D40-U40-LD C Calculation Summary label CatnType _Unlh Avg Max Min Mas/Min Avg/Min Description PROPERTY LINES Illuminance Fc 0.24 0.5 0.0 N.A. N.A. READINGS®GRADE PROPERTY Planar Illuminance _Fc 3.58 17.4 0.0 N.A. N.A. READINGS W GRADE PARKING 8 DRIVES Illuminance Fc 3.74 10.5 0.5 21.00 7.48 READINGS 0 GRADE PAY CANOPY Illuminance Fc 13.90 14.5 13.3 1.09 1.05 READINGS 0 GRADE VAC CANOPY Illuminance Fc 9.61 11.2 -8.0 1.40 1.20 READINGS GRADE U,d 0 m D S '21°,`,'%TD51 ' 1 1"E 3/8.y0 :g 0.3 0.5 0.2 0.3 0.5 0.4 0.4 0.4 0.4 0.3 .5 0.0 .4 O. s0 0.1 0.1 0,1 0.3 .5 0.5 0.5 0.2 0.1 0.1 0,1 0.1 0.0 . a` 0.3 0.5 0.6 ..3--Q-3t1 *1.5 0.7 0.6 0.6 •.9 .1.2 0.8 0.7 •8_- 0.6 0.6 .1.0 .6 09 0.6 0.7 Ti.B; 0.7 07 0.9 .6� 0.3 ).2 0.1 b0 'IL' j l LOAN: [] U �� 0.4 C}NL ada3 ' .6 1.0 �Le 60 C,{,j.3 3.9 �13 �1.2 •.5 3.9 4.6 3.7 2.9 3.4 4.3 3.8 �1.9 3S 4.3 3.6 3.1 3.8 4.5 3.7 �1.7 r- • 0.2 31I(`} \..�• 0. . . . . • (1� 0.8 . . .1.6 2.9 6,0145 . . . . . . . .4.B 2.7 2.5 4 I 8,0 9.b 10.1 5.2 1.1 4.5 5.3 4,2 r 2.0 4.0 5.3 T,B 9 9 )05 9.3 .5 2.3 .L7 .1.4 .5 ' 0.3 .x6 n O G ^ osts 000 _`J O J 0.4 0.9 2.0 3.6 4.7 5.6 47, 3.6 4.0 9.6 ] ]]M F ", F M M ;F4 4.0 b. 3.6 3.1 09 ' 0. 0.9 2.3 4.4 4.8 4.4 4.4 4.6 5.2 9.6'x: .TIT \ �-� - )�h U5 ,NI0.0 r.2 3.1 5.0 4.4 �.8p - �� 0.2 e4 x:2r . 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Mx7.5 6.8 Mx7.8 6.6 Mx8.0 6.5 Mil TO 2:9 • 2.5 5.2 4.3 r.60l2.0 r$.6 .1.9 4.5 4.6 3.5 3.4 3.4 3.7 3.2 2. 2.7 4.9 6.2 5.2 4.9 5.0 5.8 5.1 3.1 .4 3.6 6.1 5.8 4.9 4.9 5.2 5.6 3.2 .6 2.7 4.4 3.9 •1110.0 0.3 0.7 2.3 4.3 4.6 4.2 4.2 4.8 5.0 3.3 .1. 2.2 4.1 5.2 4.8 [[4.0 4.5 5.0 4.1 2.3 .7 2.8 4.9 4.9 4.2 n 4.0 4.7 4.7 2.9 *1. 1.4 .1.8 •141 I.7b.l Q 0.1 0.2 ., .1.4 .1.3 .I..? .1.9 3.6 4.2 2.7 .1.4 �..3 2.2 .1.9 � *1.7 2.1 1.2' 0. *1.5 2.2 •:4 l.2 , ••1.2 •1.4 ••1.9 I r.8 0,.5 0.6 0,6 0.2 0.1 s.411c Am o.10.0 0.0 0.1 0.2 0.3 .1 .6 p.4 DS yy_p' O 5 p ,2 . Q.1,. 0.1 0.1 0.2 0.3 0.5 MR 0.5 0.4 0.2 0.1 0.2 0.2 0.2 0.2 0.1 • 0.0 0.0 0.1 0.1 0.3 0.5MW 0.5 0.3 • 0.2- 0.5 0.3 H 0: 0 E.;05 .,I .4 ,CJ9�C}4W 23C),(}�1 N2 ;Q J Ll, > I- O Ui CZ LLI w O = Seal.:I Inch 12 Ft. O wU PARKING LOT DESIGN GUIDE MAcrAR+ED HORIZONTAL MAINTAINED VERTICAL MAXIMUM NOTES ? Q Z Q CO�OE COMPLIANCE REVIEW RI OTHFEi.rere®IO DEIERMwE CODE CounuN:E. u. ..J Z wlL r - AVERAGE VC! RANGE IFCI AVERAGE FOI RANGE PCI AG N MAXI. ANY VARUNCE FROM RETECT000S VOICES OBTRUCTION.LIG"ODSSFACTORS HE LEVELS DIMENSIONAL DATA WILL AFFECT DE +E Z CL ,PARaNGN OAEREOl IOW StJHROW is ors-] oar THIS NHLYSIl6Aw MATHEMATIC.MODEL AND CAERE ONLY AS ACCURATE AS lL PARKING(UNCOVERE0)ZONE 2BUIUERAN I U.]] Cl O.]1.2 IB:I -A SOFTWARE AND THE TES STANDARDS USED 0 COJ w FIXTURE TYPES AND QUANTITIES MAY CHANGE BASED ON UNKNOWN OBSTRUCTIONS OR d W U SAFETY WWI.EXTERIOR) I 05-2 - FOR SECURITY63Ua, CONDITIONS THESE CHANGES MAY RESULT RI AN INCREASED QUANTITY OF FIXTURES. RAM AV0.10] E TYRES QUIANTRIDES BASED ON PROVIDED LAYOUT AND DRAWINGS ARE FOR SWaL.eD REDOMMEMATOMS BASED DNIE],HE DOHRNG HANDEooR I DIX EdnoN NO ES RP.20.1.. REFERENCEAN QUANdrs MAY CHANGE WITH FUTURE REVISIONT DOte:7/12/2022 HIRAM.APPUCAIIONB WILL OVERAWE MGM RECOMMENDATIONS PLEASE REFER TOT.MOST RECENT HANDIOOK FOR A MOREDETAILED EVAAnoNu Am onloN «ENO 4...Krmord IEURECON. ADOMS00NorSURRRCEDEANYAPPUCABLECOm CALCULATION w Page 1 of 2 ua}y6flue „� w m ;I S1331IHD21V Ie3N j ieleO lied '^ :AB NMVNO :1JV1N0D`Jd HS V MO V J 3A0210 O V-W1 I9 N 4 O 3WVN 1J3fO?Jd o 2 1sgil le it s e g4 g Q of k-s n, 4 tl g O'�GW7 4i e z I-St % R`3a 4 z e<.< Qq 4T 3 3� W<n_< N000000000000000000000000000000000000000000000000000000000 E oRnRE?,R00000000000000000000000000000000 RRRRRRRRR PM�� 4 IRRRRFIRRAAAAAvrrrrA4i1AAAA'A'AA'AAA' A,TAAAZSAAA 00000000000 2 93J949 mmmmmm 999g9g 999,9 e NUAAA um E 'ciuuuuuubuJuuuuuuuu Cco 3-NNONVnmP0-N YO'0n m P c p p m p m o 1 RN°iRr�nAt��lO�t7�P�t��m170PQ��Q®POV1N2h2�1iN/f I♦ =• ' TERRA May 4,2022 RE: Preliminary Stormwater Assessment for CWPD—Buffalo Grove 301 N.Milwaukee Ave. Buffalo Grove,IL To Whom It May Concern, This preliminary engineering assessment is intended to identify existing and proposed conditions related to the project site and its drainage according to the Lake County Watershed Development Ordinance.The Village of Buffalo Grove is a certified community with the County.The assessment is intended for a pre-application/referral meeting at the Village Board Meeting and is based on available public information. Project Description Client is proposing a new carwash facility in at a vacant 0.89-acre commercial lot.This project entails the development of a proposed 150' x 35' carwash building,vacuum stalls,payment station&canopy,drive aisles and utilities. Pre-Development Conditions The site has one(1)building formally the Grill on the Rock Korean BBQ at the south end of the site with a trash enclosure along the east lot line.Three quarters of the site is a parking lot with a few landscape islands. Landscaping is limited to perimeter areas around the building foundation and narrow buffers along the west and north lot lines.Two existing access drives connect to Milwaukee Ave,one at the north end and one adjacent to the building.The site appears to drain north to an offsite swale.The improvements have existed prior to the original Lake County Watershed Development Ordinance effective date of 10/18/92.Aerial exhibits from Lake County GIS has been included. Impervious Area= 0.85 AC Pervious Area= 0.04 AC Development Area=0.89 AC Regulatory Floodplain The proposed developed area is within a regulatory floodplain per the Federal Emergency Management Agency. FIRM Panel#17097CO266K,Zone AE with an effective date of September 9th, 2013.The 100-year flood zone limit passes through the northern third of the site. A Base Flood Elevation(BFE)is approximately 641.6 ft based on the Floodplain Study.The site will be designed to accommodate the floodplain and mimic existing elevations. Compensatory storage will be provided along the north side of the project and the building will be elevated to meet flood protection standards.A FEMA Firmette has been included. Regulatory Wetlands Cursory review of the US Fish&Wildlife Services National Wetland Inventory and Lake County's GIS indicates no wetlands are in or adjacent to the project site.Maps have been included. 600 Busse Highway/Park Ridge/Illinois 60068/Tel: 847-698-6400/www.terraltd.com 4TEHHA Post-Development Conditions The redevelopment will reduce the impervious area and thereby increase the pervious with heavy landscaping. A 6' landscape buffer has been proposed on all side of the car wash site.The development will be considered a "Major-Regulated Development"per the Lake County WMO because of regulatory floodplain(300.01).The "new"impervious area will be less than 0.5-acres. Impervious Area= 0.66 AC Pervious Area= 0.23 AC Development Area=0.89 AC Stormwater Management Lake County requirements for hydrologically disturbed area: Release rates of 0.04 CFS/AC for the 2-year,24- hour storm event and 0.15 CFS/AC for the 100-year,24-hour events. The existing site is 96%impervious,the proposed site will reduce the percentage to 74%.The stormwater runoff will be reduced with the additional landscaping. If detention is required for the redevelopment,it will be in landscape areas,surface ponding or underground chambers. Runoff Volume Reduction(RVR) The Lake County WMO includes water quantity standards:The site development plan shall incorporate stormwater infiltration,evapotranspiration,reuse,or other methods,into the project.The applicant shall use appropriate green infrastructure techniques and best management practices to reduce runoff volume,according to the Lake County WMO.New impervious areas created after 04-01-09 that result in at least 1-acre hydrological disturbance and more than 0.5-acres of new impervious area and/or redevelopment of previously developed sites that result in at least 1 acres of hydrological disturbance. The project is considered a redevelopment and is less than 1-acre,below the hydrologic disturbance threshold. The RVR requirements do not apply to this project,but some may be incorporated into the design. Water Quality Treatment The Lake County WMO includes water quality standards.The water quality treatment requirements in the WMO apply to developments that result in at least 0.5-acre of new impervious surface area,where"new"is defined in 300.06 of the Ordinance. The project is considered a redevelopment and does not create more than 0.5-acres of"new"impervious area. Water quality treatment is not required for the site. If you have any questions or require additional information,please contact us. • Very truly yours, :• PEI S. ** •. TERRA CONSULTING GROUP,LTD 1.2 • ;, •• r f 41 .a C�i� ONAL 'ER ENGINEER Michael Elliott,PE ......45 G.t.' Director of Civil Engineering •••<<1 N O\s - ,It Cann.Elam lt30-2-3 C: Nick Spallone—Car Wash Pro Designers 600 Busse Highway/Park Ridge/Illinois 60068/Tel: 847-698-6400/www.terraltd.com Lake County, Illinois u x _ s � � � � F � :�. .tee. ,. _� A it -r t ' , I Re ER r. ill 4 t, y by ri �-, , e* t ~ y(.A R t 1 4 , . , , 6 \ y may. � x Illit 0.01 mi Illi Sou yet ake County,IllinoisIL ' oan• foci, e 's ?g Division — Tax Parcel 1� Information t1L LakeCounty A L Tax Parcels 2021 i Map Printed on 5/4/2022 Lake County,Illinois DISCialmer. The selected feature may not occur anywhere in the current map extent. A Registered Land Surveyor should be consulted to determine the precise location of property boundaries on the ground.This map does not constitute a regulatory determination and is not a base for engineenng design. This map is intended to be viewed and printed in color. National Flood Hazard Layer FIRMette t. FEMA Legend 87°55'7"W 42°9'49"N .- . - SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT II Without Base Flood Elevation(BFE) I' Zane A,V A99 II SPECIAL FLOOD With BFE or Depth zone AE.AO,AH.VE.AR ` HAZARD AREAS Regulatory Floodway 4$" 4 0.2%Annual Chance Flood Hazard,Areas of 1%annual chance flood with average 0411' .. .• r $., depth less than one foot or with drainage , r N Lt areas of less than one square mile ,,,.,; yy . Future Conditions 1%Annual 'n S a S� Chance Flood Hazard e:,,,,r �t� Village of•Rii,-ern-oods a Area with Reduced Flood Risk due to .. ... 1.70387 . ' , OTHER AREAS OF Levee.See Notes.. ,, ''' FLOOD HAZARD Area with Flood Risk due to Levee,:,,. ,n,. 644'7 FEET .0 M NOAreafectwe LOMRs Flood Hazard eefiiii fMinimal Effective y OTHER AREAS Area of Undetermined Flood Hazard u Culvert, Storm Sewer STRUCTURES i i l i i i i Levee,Dike,or Floodwall * * *" ". V • O 2os Cross Sections with 1%Annual Chance Water Surface b ./Urlf"At A `r' e- Coastal Transectevatlon * FLOODWAY •^^-•su Base Flood Elevation Line(BFE) st ' ZOf a AE Limit of Study \ T43N R11E S35 Jurisdiction Boundary i. a lit!' . --- Coastal Transect Baseline y+„ * " 17097CO266K ,, r A 'f X OTHER - - Profile Baseline ., eff. 9/18/12013 z FEATURES Hydrographic Feature Digital Data Available N • �` E Lake County No Digital Data Available ! i) 11,70357 MAP PANELS Unmapped w I/ �` © Thepin displayed on the mapis an y w I II approximate Y point selected by the user and does not represent •. I, an authoritative property location. ♦ ✓ �► N'tllage of.Buffalo Grove s pj' «( This map complies with FEMA's standards for the use of J.70068 I digital flood maps if it is not void as described below. ,,.,.- u, ;. 1 f+ 0.• ' ' ,I The basemap shown complies with FEMA's basemap accuracy standards 1 + Zone 4E e 1, 1 The flood hazard information is derived directly from the t ! authoritative NFHL web services provided by FEMA.This map I • A was exported on 4/26/2022 at 7:22 PM and does not REA OF MINIMAL FLOOD HAZARD I I reflect changes or amendments subsequent to this date and w `„• i 1. time.The NFHL and effective information may change or 1ZOrne XIlli .} 1) AA p' become superseded by new data over time. 71/0 s n V This map image is void if the one or more of the following map ,....411- . 'r'' w Illik elements do not appear:basemap imagery,flood zone labels, y` + �. legend,scale bar,map creation date,community identifiers, FIRM panel number,and FIRM effective date.Map images for Feet 1.6,00o 87°54'30"W 42°9'22"N unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. Basemap:USGS National Map:Orthoimagery:Data refreshed October,2020 ii 8 " U.S. Fish and Wildlife Service 111... National Wetlands Inventor 301 N. Milwaukee Rd. C►,. p,C - ' ... ..r n , 1 rA,,�ir''Ott . , }a ; #¢T a4r '' { ,,4 ) � .e,."� ' ', , 'N' "•'a.v, q[ t",; — ,, ..1 � r _ } „•.•<-,.• a #,:, • yy fir= �j -ti t. ./ '�1. 4 y ,'• Pt .oi - � s' y - jJ "£[ '; .'of "r"t'" iAr %'dm va t ' , ..?•W '., ...,. .„, :--,:.:::;41.......re."—:....:: ,r- „... .„,,, .,....,,,.: ..,,,, , , . ;4 f 7 A r r' .:': , W, :In,t I ,‘ .°, • \17 q.• a. Irv, ' Ai N\ a y Y �i� 1 N t, �� 'A ' �? +r 1 f I a , y 00:14 / 7 ' ' '' if Rverwalk J l''''‘' .' '' �' f North' f ��1" sG n' 4 ( , , .„,...- .,. Air, 8 vir ti 44 I, I , i.. .a" -,Y 5 .Ifr�' ¢ �T l� % fir^^ s 1:2,917 . , '$ f 1it.A. �, 0 0.025 0.05 0.1 mi ,,,,,. .: " x AS e'4� r,t , ` PFO1C ' r 'Y ` r ' II I I • 'r t i. 4 ! Source.Esri,Maser,GeoEye,Earthstar Ge v 0 0.0375 0.075 0.15 km �b � t. P USDA,USGS,AeroGRID,IGN,and the GIS lJgeio F dr June 23, 2021 This map is for general reference only.The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the Wetlands L I base data shown on this map.All wetlands related data should Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the Wetlands Mapper web site. Estuarine and Marine Deepwater I ) Freshwater Forested/Shrub Wetland Li Other LI Estuarine and Marine Wetland I_- Freshwater Pond I-1 Riverine National Wetlands Inventory(NW) This page was produced by the NW mapper Lake County, Illinois ' � r* -* + e 34 .. s TI d. ' ,� k L.,- L., : \ '. , 7 ''‘ '''',- ' *A ,,, . --1, o ' '' • it~* i - r. •, ilik . A ,i, -te..,,,,-,;',,",-, '''''',..'' .." ,...,'!"4,"2:.„..'r 40% — 7 -- • '' ' ' ' • • k VI1i ' ';‘' iN4 k ', ' , '. \ _ '4, ,., ' iik '''' '' ....'3.:'11''': .:"*.-'*:21::I''-,.''7:—. ''''' / C, ' ' ' \\\ 3;. i v, V � /. i, + 0.01mi r r�ss Water + apping Di }r - ,ridiii, i•'," _ •s GM-; :vision -+ ,• Tax Parcel River/Stream/ Island — Out area Information Creek Detention Basin _ Lake County D. \I IL N A P Tax Parcels 2021 2002 Hydro Dam-single line ' Wetland �,IL La ke C o u n t Inventory �� Y 2007 Hydro Lines Culvert single ADvanced line Areas TYPE U IDentification Local drainage, Wetlands Map Printed on 5/4/2022 TYPE Lake apparent ADID with 100ft Lake County,Illinois Lake Pond _ Stream less than Buffer Pond — River/Stream five feet in width �ISC�81I71t3f. The selected feature may not occur anywhere in the cunent map extent. A Registered Land Surveyor should be consulted to determine the precise location of property boundaries on the ground.This map does not constitute a regulatory determination and is not a base for engineering design. This map is intended to be viewed and printed in color. WP D Sound Evaluation for the Proposed Car Wash in Buffalo Grove on Milwaukee Road May 4, 2022 Car Wash Pro Designers, LTD (hereinafter "CWPD") conducted an analysis to examine the impact of noise from the proposed car wash in Buffalo Grove to be located on the east side of Milwaukee Road just north of Riverwalk Dr. To accomplish this, we used noise emissions data from both the exit and the entrance of a facility that is a replica of the car wash proposed in Buffalo Grove, Illinois. This was the Voda Luxury Auto Spa facility located at 7648 W 159th St, Orland Park, IL 60462. The measurements were conducted in May of 2022 by a CWPD acoustical consultant using professional grade instruments. In addition, our own data from a car wash in Vernon Hills shows that the sound level drops off as angle to the opening increases. In addition, CWPD inspected the Buffalo Grove site to examine the effect of its topography on sound propagation. We also conducted ambient noise monitoring to document the background noise levels that exist near the residents in the apartments over 800' to east, and the single family home across Milwaukee Ave to the south west on the corner of Milwaukee Ave & E Chevy Chase Dr. All of this data is important in predicting accurate car wash sound levels at any specific location near the new facility and the impact of the facility on nearby residents. Based on the Voda car wash noise data (which is primarily blower noise) and allowing for the reduction in noise due to distance, directivity, and topography, CWPD conclude that the noise from the car wash will meet the Illinois State noise code. Moreover, there would be no noise impact from the car wash because the projected sound levels are well below the ambient noise levels recorded at the site. CW PRODESIGN LLC-d/b/a Car Wash Pro Designers 6400 N Northwest Hwy,Unit 4,Chicago,IL 60631 www.carwashprodesigners.com info@carwashprodesigners.com I T:630.534.1310 • r ,, a. , - 3 c Niii„ �' v �tYh L«a c - / $ '' © .nil a•rump, ,t pit>• i! - \ et • .W< ` C 6s11 - ,- }: u, A•• 1 ,-o _ � \ 1 ,ram t'4- \`'``{ T- � I f' �� d - C .4 O 7 Rd5'39.ib �,: ti • H I. I d ' tg 1 3 ,.1 . r Figure 1 -Aerial view showing the location of the audio equipment we used to record the ambient noise data. Ambient Noise Levels To assess the ambient noise at this site, CWPD used professional grade audio equipment to record the noise over a 7-hour period from 6:30 AM on Wednesday, May 4th until 1:30 PM on the same day. CWPD used their equipment at the residence located at 7 E Chevy Chase Dr, Buffalo Grove, IL 60089. The south and southeast property line of the proposed wash, and the residential apartment building located at 301 N Riverwalk Dr, Buffalo Grove, IL 60089. This location is shown in the aerial photo in Figure 1. Ambient noise refers to the existing, all-encompassing The primary ambient noise at this recording location was sound at a given place in a vehicle traffic on Milwaukee Ave, a primary, 5-lane community. It is a composite of highway. sounds from many sources near and far. The recording in the field was documented via screenshots, of the device, video from the dB equipment, and a report attached as exhibits below. A sample sound level tests were conducted over a 24 hour period on Milwaukee, Ave 2.5 miles south of the proposed wash site in Buffalo Grove by Dr Thunder (Noise Study Expert) are shown in Figure 2 (below). The thin, blue line shows the variation in the A-weighted sound level at 1-seccond intervals. The high peaks in the graph were typically from motorcycles, trucks, and airplane flyovers. Page 2 of 5 The thick, red line in Figure 1 is the hourly, time- averaged level of the ambient noise. This level is often The A-weighted sound level is the called the equivalent level (Leq) because its value is standard metric to measure sound "equivalent" to the average sound energy — not the and is expressed in decibels (dB). It average decibel level. The Leq is the metric adopted by is a filer that mimics how we hear the U.S. EPA and correlates well with the impact of an noise because it diminishes low ambient noise environment. frequencies. The Leq line in Figure 2 (below) shows the trend in the ambient noise over a weekday 24- hour period on the same road, 2.5 miles south of the proposed site in Buffalo Grove. Specifically, it reveals that the ambient noise begins to drop around 9:00 PM and then returns to near daytime levels by around 6:00 AM. ` - - Ambient noise recorded near the residential instantaneous Sound Level(1-secl lot to the north of the proposed car wash. -Leq,deA(1-hour) au f r.r.. to w..m1 a g: mbo -`�""'." ,f t g:. 't] I: v• -... i`?t' _ - .t ' -• N - ' 1U d.Iw.M I fir. r Car Wash Blower Noise(53 dB) 40 L"'- '�•' fr$ /$ ?$ 3$ 0$ 3% 6% $ $ /$ 1$ N$ �$ 5y, `4 'si 4 44 4. r '94 s, 94 ''4 '4. 04. 1. 44 4. 44 44 $4, 0/4, $/4, w.dn.,doy Sept 26,2018 lime of Day in Hours:Minutes Thursday S.pr27 2018 Figure 2—Plot showing the approximate car wash sound levels at the the property line at the south/east corner of the site from the exit of the car wash compared to the ambient noise levels measured at a similardistance to Milwaukee ave from the sound study conducted on the site located 2.5 miles south of this location on Milwaukee Ave. Projected Noise Levels The data obtained at the Voda Luxury Auto Spa in Orland Park indicates an average sound level of 60.9-dB without washes exiting the tunnel and an average of 71.5-dB with a vehicle exiting the tunnel at 110 feet from the exit of the wash at the same degree as the one shown in Figure 1 above. Because the entrance is much further from the blowers, the sound level is substantially lower at that location. Specifically, the level at 40 feet from the entrance at the same angle was 58.2-dB a level 13.3-dB lower than the exit. Since a 10-dB drop in sound level is half as loud, the noise emission from the entrance is more than half as loud as the exit. The recording in the field at 301 N Milwaukee Ave, Buffalo Grove, IL 60089 on the south end of the parcel on May 4, 2022 at 11:49AM that had current dB levels of (Peak: 97.8-dB, Avg: 74.7-dB) and at 11:53AM across the street at the residence located 330 feet from the proposed wash site at 7 E Chevy Chase Dr, Buffalo Grove, IL 60089 that had current dB levels of (Peak: 88.5-dB, Avg: 72.4- dB). Page 3 of 5 As mentioned above, the sound level of a tunnel car wash drops off as a listener moves to the side of either the exit or the entrance. This is a phenomenon known as directivity. Based on our data, the sound level drops off by as much as 12-dB at an angle of 90o from the opening. The drop is further for angles greater than 90o. The sound level due to a car wash is generally the highest at the closest residential location. In this case, the closest residential lot is directly to the southwest of the proposed car wash across Milwaukee Ave. Using the Voda sound data, we projected the noise level to this property based on the attenuation of sound over a distance of 330' at 45 degrees from the exit of the wash and the effect of directivity to be 24-dB from the wash facility to this residence (with no passing traffic from Milwaukee Ave). The result is a projected level of 29-dBA radiating from the wash facility alone. This is below the State of Illinois daytime limit (80-85 dBA) of about 72-dB for noise radiated from commercial property (Class B) to residential property (Class A). A noise impact could occur if the time-averaged noise level of the carwash exceeds the time- averaged level of the ambient noise by more than 3-5 dB. To visualize the relationship between the projected sound level and the ambient noise levels, we plotted the projected car wash blower noise level on the ambient noise graphs of Figure 2. As seen in this chart, the car wash noise levels are well below the hourly Leq of the ambient noise level from about 5:00 AM until 11:00 PM. If the on-time of the blowers were factored in, the hourly time-weighted level of the blowers would be even lower. Based on our analysis, it can be concluded that the operation of this facility would pose no impact during is proposed operation hours of 6:00 AM to 10:00 PM. The closest residential location to the proposed car wash is 330 feet from the exit of the wash, and 445 feet from the entrance of the wash. Residents closest to the exit of the proposed car wash would have the following levels of dB based on distance: Description of Measurement dBA Car Wash-1 meter from Car Wash Exit 87 Car Wash-20 feet from Car Wash Exit 73 Car Wash-40 feet from Car Wash Exit 61 Car Wash-80 feet from Car Wash Exit 50 Car Wash-160 feet from Car Wash Exit 42 Car Wash-320 feet from Car Wash Exit 33 Car Wash-380 feet from Car Wash Exit 24 Page 4 of 5 Conclusion: Homes closest to the exit of the proposed car wash (330 feet) would hear the equivalent of a pin drop from a height of one (1) centimeter at a distance of one meter (3.28084 ft) away. The dB levels above do not account for any form of screening, which will ultimately reduce the dB levels significantly. Site design, building design, distance from the source, and landscaping can all be used to decrease ("attenuate") or block/direct sound. Blower layout, the direction the tunnel faces, and of course, the number of blowers are also factors. Many local government ordinances dictate a maximum sound pressure level at the property line, typically 80-85 dBA for commercial properties on busy streets during the day (that's the typical level of traffic noise on a busy street) down to 50-60 dBA in quieter non-industrial, residential areas, especially at night. Some even dictate sound pressure levels by frequency. We have included sound data, video data from two exact replica washes along with a report from Dr Thunder conducted for the exact same facility on Milwaukee Ave in Wheeling just 2.5 miles to the south to support our conclusions and findings herein. The conclusions herein are based on a completion of several reports, experts and studies conducted on the same equipment and building type proposed for the new car wash facility. Sincerely, Car Wash Pro Designers Nick Spallone Principal Page 5 of 5 Traffic Impact Study Proposed Car Wash Buffalo Grove, Illinois .. �'" ,ogrinillrlipilliVi.- Cardtron . i• ? '. f; ^ 4,< s r-, k � - . •,Dr g rt t 0 _ a ,� t ' o4"1, i' I T E .... . . ................ i m T x Ila -, -. • -- .. , . ___,. i. » ,.. „ :.„, .. . A N. 43, 1 SX *` ir. m i . ''•" „. .0.&A/A ! i ' > e : . '' ' Chevy Chase © • , jib ''-1'''':1-'7:114tPl: ''' ' . '\'' Prepared For: Premier Design + Build Group ,,,,,:z.4.,iii,,,,,', :,,,,,;„,,,, —1*Iiir'''' ' _,4. ka ,.:.. =.enig, Lindgren, O'Hara. Aboona, Ind; June 29, 2022 1. Introduction This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA, Inc.)for a proposed car wash to be located at 301 N.Milwaukee Avenue in Buffalo Grove, Illinois. The site,which currently contains a vacant restaurant, is located on the east side of Milwaukee Avenue (IL Route 21). As proposed, the plans call for an automatic car wash tunnel, four employee parking spaces, and 17 vacuum parking spaces. Access to the proposed car wash will be provided via a proposed full movement access drive and a proposed right-in/right-out access drive on Milwaukee Avenue. The purpose of this study was to examine background traffic conditions,assess the impact that the proposed car wash will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed car wash. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site. The sections of this report present the following: • Existing roadway conditions • A description of the proposed facility • Directional distribution of the facility traffic • Vehicle trip generation for the facility • Future traffic conditions including access to the facility • Traffic analyses for the weekday morning, weekday evening, and Saturday midday peak hours • Recommendations with respect to adequacy of the site access and adjacent roadway system Traffic capacity analyses were conducted for the weekday morning, weekday evening, and Saturday midday peak hours for the following conditions: 1. Base Conditions—Analyzes the capacity ofthe existing roadway system using existing peak hour traffic volumes in the surrounding area adjusted to reflect normal conditions. 2. No-Build Conditions — Analyzes the capacity of the existing roadway system using the ambient area growth not attributable to any particular development and any additional developments not associated with the proposed development. 3. Projected Conditions—Analyzes the capacity of the future roadway system using the traffic volumes that include the base traffic volumes,ambient area growth not attributable to any particular development,and the traffic estimated to be generated by the proposed facility. ProposedCar Wash XL0211‘ Buffalo Grove, Illinois 1 is:, I saw , ., wii . 4) I J 1 da,,kwy 9 i);,-;,.,,;R° Riverwoods Deerfield Rd Deerfield Rr Sunnyside Cannab s Dispensary- Buffeto` i so SITE — as Chicago Marriott i ix Suites Deerfield s ..-` y Baxter , Kt Speed-Indoor 9 r ' r Chevy Chase Go Karts,Corporate. 4 Country Club Discover Walgreens Coorporate9 Oftt" i " Lake County Financial Services 'Fieadruarters ISip kit* 'r << Forest Preserve , 411 .., i.,. ��k "ram Flyatt Regency Deerfield ,� Lake Cook Rd rr - l„,++,,eke Cook NJ Lake Cook Rd �i�, .+. The Westin Chtdbgo r �rlhr-�,, ®Whippletree Village North Siidre ; v W4lanufactured Home p Boston Fish Market g t � ` Z ii, Potawatomi it a •\1 Woods . I 11 a i - - i a I °+1 Ben fie Club !. ` 1. ,ts _, �. 1 Fresh Farm . _ _ —�Wheelin-ig' "= = IIternatio—"`riai`Ma kr e "' _ -v Dam No. 1 �`'-""`- --Don_ation Ce :e- Pita Inn Wheeling \ Woods East Park District tw Trails Public `Bob;Grinns Crab House S xary District ll `� o 2- Cli 1, o Google Wood Oaks Green Park Site Location Figure 1 Proposede Wash MLOAINA, Buffalo Grovo>>e, Illinois 2 *" .� ;:t t ', t . 1 G Tuerbe o x LhCelEm _ • - 441,(1 0'., i o.n.,I ...,-,. qq TC ,'S 4 r — ,., '4 ., ��' + . . ..; ,'''.. ..,,. ,,10 *4u1 ri J1r(-'i113`, t T !R p ''yrl M a J°hnsonIOr" k T;. op., .,.i:erlit'l*.•iii-1*);)",!,,,i -1", L yy'", `tom f! k i 0 '►' 1 + y t, 1-). .. f4f Yf 4 dM /" S� 4 i ,-,...F. .,,. . . --, . ‘, , t.. , I.1Yr ♦ w , , . , , ,,,. „oil, I ,,hy'.l' 'Rua .,* ap \ ' lekr- ! r: .\iii � G41evy Chase %I l': ` ,v Country Club \ + • • ♦• , i • se Cir" 01 -. lit , I'llr... ."..,:** 1 ''. EC,h,°.. q�.eu faloGrove I t �� "# 8 sirle`s,Cenft3P r a .,NN M� � °V�r.. r• t'+t . .. \ ' -16" t er we o� 41p r s ` Ct e a /( 12(1 L it, eelwica(ti closed { ,x ' ,` y► ra Utr`�Pure Syst=ms ° :3 t G ie�% o i • Aerial View of Site Figure 2 Proposeduffalo e Wash ICLOAX‘ Buffalo Grove, Illinois 3 2. Existin I Conditions The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. Site Location The site, which currently contains a vacant restaurant, is located at 301 N. Milwaukee Avenue on the east side between Chevy Chase Drive and Johnson Drive. Surrounding land uses are commercial to the north and south with residential land uses and the Chevy Chase Country Club to the west and the 301 Riverwalk Place apartment building to the east. Speedway fuel station is located south of the site. Existing Roadway System Characteristics The characteristics of the existing roadways near the car wash are described below and illustrated in Figure 3. Milwaukee Avenue (IL 21/US 45) is generally a north-south arterial roadway that in the vicinity of the site provides three through lanes in each direction separated by a raised landscaped median that tapers down to two lanes in each direction north of Prague Avenue separated by a striped median. At its signalized intersection with Riverwalk Drive/Columbus Parkway, Milwaukee Avenue provides an exclusive left-turn lane, three through lanes, and an exclusive right-turn lane on the northbound approach and an exclusive left-turn lane, two through lanes, and a shared through/right-turn lane on the southbound approach. Both legs of the intersection provide standard style crosswalks with pedestrian countdown signals.At its unsignalized intersection with E.Chevy Chase Drive, Milwaukee Avenue provides a combined through/left-turn lane and a combined through/right-turn lane on both approaches. At its unsignalized intersection with Prague Avenue, Milwaukee Avenue provides a combined through/left-turn lane, a through lane, and a combined through/right-turn lane on both approaches. At its unsignalized intersection with Johnson Drive, Milwaukee Avenue provides an exclusive left-turn lane and two through lanes on the northbound approach, and two through lanes and an exclusive right-turn lane on the southbound approach. Milwaukee Avenue is under the jurisdiction of the Illinois Department of Transportation (IDOT), is classified as a Strategic Regional Arterial (SRA) and carries an Annual Average Daily Traffic (AADT)volume of approximately 36,200 vehicles(IDOT 2019). Milwaukee Avenue has a posted speed limit of 40 miles per hour. Riverwalk Drive is an east-west local roadway that serves the Riverwalk office building, the 301 Riverwalk apartments, and the Shell fuel center. This roadway extends from the Lake Cook Road westbound exit ramp to Milwaukee Avenue and provides one through lane in each direction. At its signalized intersection with Milwaukee Avenue, Riverwalk Drive provides dual left-turn lanes and a shared through/right-turn lane.The west leg of this intersection is Columbus Parkway,which serves the residential homes on the west side of Milwaukee Avenue. At its signalized intersection ProposedCar Wash XL0211‘ Buffalo Grove, Illinois 4 GERBER COLLISION ® 8 GLASS NOT TO SCALE \\4 GERBER COLLISION a� ACCESS DRIVE JOHNSON ) � �� DRIVE CHEVY CHASE COUNTRY CLUB �25 ® A\ CNS P sit 2AM-6AM DAILY R QPvi SPEEDWAY LEGEND BEYER -TRAVEL LANE ADSSOCIATES \ -• TRAFFIC SIGNAL i� -� RIVoRive s -STOP SIGN • XX -SPEED LIMIT COI'V WpY NC ® -NO PARKING \b -(� i BUS STOP ��',2 -LANE DROP A' 7 -STANDARD CROSSWALK 3 Car Wash ICLOAh, Existing Roadway Characteristics Buffalo Grove, Illinois Ken 'Hara,Aboona,lnc. Job No 22-180 Figure: 3 Both the east and west legs of this intersection provide standard style crosswalks with pedestrian countdown signals. Riverwalk Drive and Columbus Parkway are under the jurisdiction of the Village of Buffalo Grove. Riverwalk Drive has a posted speed limit of 30 miles per hour and Columbus Parkway has a posted speed limit of 25 miles per hour. Prague Avenue is an east-west local roadway that provides one lane in each direction. At its unsignalized intersection with Milwaukee Avenue,Prague Avenue provides a combined left/right- turn lane on the eastbound approach under stop sign control. Prague Avenue is under the jurisdiction of the Village of Buffalo Grove and has a posted speed limit of 25 miles per hour. Chevy Chase Drive is an east-west local roadway that provides one lane in each direction. At its unsignalized intersection with Milwaukee Avenue, E. Chevy Chase Drive provides a combined left-turn/right-turn lane on the eastbound approach under stop sign control. E.Chevy Chase Drive is under the jurisdiction of the Village of Buffalo Grove and has a posted speed limit of 25 miles per hour. Johnson Drive is an east-west local roadway that provides one lane in each direction. At its unsignalized intersection with Milwaukee Avenue,Johnson Drive provides a combined left/right- turn lane on the eastbound approach under stop sign control. However, it should be noted that the eastbound approach is wide enough to accommodate left and right-turn movements simultaneously.Johnson Drive is under the jurisdiction of the Village of Buffalo Grove and has a posted speed limit of 25 miles per hour. Existing Traffic Volumes In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period vehicle,pedestrian,and bicycle movement traffic counts during the weekday morning (7:00 to 9:00 A.M.), weekday evening (4:00 to 6:00 P.M.), and Saturday midday (11:30 AM. To 2:00 P.M. peak periods at the following intersections: • Milwaukee Avenue with Riverwalk Drive and Columbus Parkway • Milwaukee Avenue with Prague Avenue • Milwaukee Avenue with Chevy Chase Drive • Milwaukee Avenue with Johnson Drive All counts were conducted on Thursday, June 16, 2022 and on Saturday Jun 18, 2022 except for the weekday counts at the intersections of Milwaukee Avenue with Riverwalk Drive/Columbus Parkway and Prague Avenue which were conducted in July, 2021. The results of the traffic counts showed that the weekday morning peak hour of traffic generally occurs from 7:45 A.M. to 8:45 A.M.,the weekday evening peak hour of traffic generally occurs from 4:45 P.M.to 5:45 P.M.,and the Saturday midday peak hour of traffic generally occurs from 12:45 P.M. to 1:45 P.M. In order to represent normal conditions, the Year 2021 traffic counts along Milwaukee Avenue were compared with the hourly traffic counts found on the IDOT Traffic Count Database System (TCDS)website.As a result of the comparison the Year 2021 traffic counts and were increased by 35 percent during the weekday morning peak hour and by 10 percent during the weekday evening peak hour. ProposedCar Wash MLOAINABz ffalo GGroove, Illinois 6 While hourly count data was not available for the Saturday midday peak hours, these traffic volumes were also increased by 10 percent.These traffic volumes were then compared to the traffic volumes conducted in 2022 and the traffic volumes were balanced along the Milwaukee Avenue corridor to their highest values. Figure 4 illustrates the Year 2022 base traffic volumes.Copies of the traffic count summary sheets are included in the Appendix. Crash Analysis KLOA, Inc. obtained crash data for the most recent available past five years (2017 to 2021) for the intersections of Milwaukee Avenue with Riverwalk Drive/Columbus Parkway, Prague Avenue,Chevy Chase Drive,and Johnson Drive.The crash data for the intersections of Milwaukee Avenue with Riverwalk Drive/Columbus Parkway and Milwaukee Avenue with Johnson Drive are summarized in Tables 1 and 2, respectively. During the review period, no crashes were reported at the intersections of Milwaukee Avenue with Prague Avenue and Chevy Chase Drive. A review of the crash data revealed that no fatalities were reported at the intersections during the reviewed period. i IDOT DISCLAIMER:The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s).Additionally, for coding years 2015 to present,the Bureau of Data Collection uses the exact latitude/longitude supplied by the investigating law enforcement agency to locate crashes.Therefore,location data may vary in previous years since data prior to 2015 was physically located by bureau personnel. Proposed Car Wash ArLallINA Buffalo Grove, Illinois 7 c0 a i ✓ k- 3 (21) [2] ��O.9 21 0 (0) [0] r r- 0 (5) [0] 4.�a NOT TO SCALE ,,p�1^ GERBER COLLISION C4 � ACCESS DRIVE ` i JOHNSON kA\3 Itr N DRIVE p110 s�0\ ✓ !�� A Ol2A��6, �' 21 s i a a :4 O i Q sE �`�� `�� \J P `Ol``�3� a s N ' a'a i A\ tc GV� '�i QRP VE kOl �+,� Pv�N 03��2`� ate cr LEGEND CPO ALRUKMWB AY�% �so)a o : 1 L~3�T1 61 1t1613[1 5[3 1]6 RN EpWp,EU( 4 16) Lp] -♦ 00 -AM PEAK HOUR(7:45-8:45 AM) a 7Q O �, (00) -PM PEAK HOUR(4:45-5:45 PM) fr 7 [00] -SATURDAY MIDDAY PEAK HOUR(12:45-1:45 PM) I r Car Wash Year 2022 Base Traffic Volumes KL« Buffalo Grove, Illinois Kenig,Lindgren,0'Hara,Aboona,lnc. Job No-22-180 Figure: 4 Table 1 MILWAUKEE AVENUE WITH RIVERWALK DRIVE—CRASH SUMMARY Type of Crash Frequency Year Angle Head On I Object I Rear End I Sideswipe Turning Other Total 2017 0 0 0 0 2 0 0 2 2018 0 0 0 4 0 2 0 6 2019 0 0 0 0 0 I 0 1 2020 0 0 0 1 0 1 0 2 2021 0 0 I 1 0 0 0 2 Total 0 0 1 6 2 4 0 13 Average -- -- <1.0 1.2 <1.0 <1.0 -- 2.6 Table 2 MILWAUKEE AVENUE WITH JOHNSON DRIVE—CRASH SUMMARY Type of Crash Frequency Year - Angle Head On Object Rear End I Sideswipe Turning Other Total 2017 0 0 0 I 0 0 0 1 2018 0 0 0 1 0 1 1 3 2019 0 0 0 0 0 2 0 2 2020 0 0 0 0 0 0 0 0 2021 0 0 0 1 0 0 0 1 Total 0 0 0 3 0 3 1 7 Average -- -- -- <1.0 -- <1.0 <1.0 1.4 Proposed Car Wash ICLO211‘ Buffalo Grove, Illinois 9 3. Traffic Characteristics of the Pro $ osed Car Wash To properly evaluate future traffic conditions in the surrounding area,it was necessary to determine the traffic characteristics of the proposed car wash, including the directional distribution and volumes of traffic that it will generate. Proposed Site and Car Wash Plan As proposed,the site will be redeveloped to provide an automatic car wash tunnel, four employee parking spaces, and 17 vacuum parking spaces. Access to the proposed car wash will be provided via a proposed full movement access drive off Milwaukee Avenue located 170 feet north of Chevy Chase Drive. This access drive will provide one inbound land and one outbound lane. Outbound movements should be under stop sign control. The existing striped median along Milwaukee Avenue should be restriped to provide an exclusive left-turn lane. It should be noted that the access drive will be provided with a raised island median to prohibit inbound traffic from accessing the vacuum stalls. Additional access to the development will be provided via a right-in/right-out access drive off Milwaukee Avenue located 185 feet south of Johnson Drive. This access drive will provide one inbound lane and one outbound lane with turning movements physically restricted to right turns only via a raised triangular median and this restriction should also be reinforced via signage. Outbound movements onto Milwaukee Avenue should be under stop-sign control. A copy of the preliminary site plan is included in the Appendix. Car Wash Operations and Circulation The car wash tunnel will be located in the middle of the property oriented north-south.The vacuum stations will be located on the west side of the car wash tunnel. Circulation to the vacuum stations will be provided via a two-way drive aisle. Vehicles accessing the vacuum stalls prior to getting a car wash can only do so by entering the site at the northerly right-in/right-out access drive. All vehicles will have access to the vacuum stalls after utilizing the car wash. Access to the car wash tunnel entrance will be provided via a one-way counterclockwise drive aisle on the south, east, and north sides of the building. The two queue lanes will be provided with two pay stations before the merge.Immediately after the pay stations,the two approach lanes will narrow to one lane that leads to the entrance of the car wash tunnel. As proposed,the single-lane automatic car wash tunnel will be an exterior-only car wash system and will provide one-way, counter-clockwise circulation. Manual and automated controls will increase, decrease, or stop vehicle flow through the car wash. The entrance to the car wash will be oriented towards the north of the site and the exit will be located towards the south of the site. Each of the two approach lanes will be individually gated with a separate automatic pay station. The gates will meter the traffic flow proceeding to the car wash tunnel entrance and will open in sequence based on the order of vehicle arrival. Proposed Car Wash ifiL0211‘ Buffalo Grove, Illinois 10 Once the gate is lifted for the respective lane, the individual vehicle will proceed north, west, and south to the entrance to the car wash tunnel. An emergency exit lane is proposed to be provided before the entrance to the car wash.At the entrance to the car wash tunnel,the driver will remain in the vehicle and the car wash will automatically pull the vehicle through the tunnel.After exiting the tunnel,the vehicles will proceed to either west to exit at the southerly full movement access drive or north h along the two-way drive aisle to reach the vacuum stations or to exit the site at the northerly right-in/right-out access drive. Car Wash Stacking According to the site plan,there will be stacking for a total of approximately 38 vehicles to queue in the two approach lanes to the two pay stations. In addition, there will be stacking for approximately ten vehicles between the pay stations and the entrance to the tunnel and five vehicles within the car wash tunnel. As such, the plan provides stacking for a total of approximately 53 vehicles from the drive aisle to the entrance to the drive-through system. Car Wash Wayfinding and Traffic Control Signage The following wayfinding and traffic control signage is recommended: • Wayfinding signage should be posted to guide vehicles to the respective car wash stacking area to minimize vehicle turning movements within the internal site circulation area. • Wayfinding signage should be posted at the exit of the car wash tunnel to direct vehicles exiting the car wash to either of the two access drives off Milwaukee Avenue. • A"Do Not Enter"sign should be posted at the exit of the car wash tunnel to deter opposing traffic from entering the car wash tunnel from the one-way exit direction. • A stop sign should be provided at the southern end of the vacuum station drive aisle in order to promote free-flow movement for vehicles entering the site or exiting the car wash. Vacuum Positions The 17 vacuum positions will be located on the west side of the car wash tunnel. A two-way drive aisle will be provided, allowing flexibility for vehicles to access the vacuum area before or after the car wash Vehicles exiting the vacuum stations utilize the two-way drive aisle to exit the site at either proposed access drive. Peak Day Operations Typical of any car wash, its peak operations (design day) typically occur after a weather event such as a snowfall or a rain event. Based on historical data from other car washes, this typically occurs 12 to 15 times per year. Proposed Car Wash KL0,111‘ Buffalo Grove, Illinois 11 When this peak demand occurs, the following operational procedures should be implemented: • Increase the service rate of the tunnel to the maximum it can process. • Should the internal vehicular queues occupy both lanes, the right-in movement at the full- movement access drive off Milwaukee Avenue should be closed via traffic cones and an attendant should direct traffic to enter via the right-in/right-out access drive. • Direct traffic to stack on the drive aisle within the vacuum stalls. This would provide the car wash with additional stacking for approximately 16 to 20 vehicles (stacked side by side). • Provide staff at critical locations within the circulation system during peak periods at the car wash to help direct and manage the flow of traffic through the site. Critical internal locations where staff should be located include at the pay stations and at the exit of the car wash. Directional Distribution of Site Traffic The directions from which traffic will approach and depart the site were estimated based on existing travel patterns, as determined from the traffic counts. Figure 5 illustrates the directional distribution of vehicles to/from the proposed car wash. Facility-Generated Traffic Volumes The number of peak hour trips estimated to be generated by the proposed car wash was based on vehicle trip generation rates contained in Trip Generation Manual, 11th Edition, published by the Institute of Transportation Engineers(ITE).The"Automated Car Wash"(Land-Use Code 948)rate was utilized for the proposed car wash tunnel. It is important to note that surveys conducted by ITE have shown that a considerable number of trips made to car washes are diverted from the existing traffic on the roadway system. This is particularly true during the weekday morning and evening peak hours when traffic is diverted from the home-to-work and work-to-home trips. Such diverted trips are referred to as pass-by traffic. However, in order to present a worst-case scenario, no reduction in the site-generated traffic was taken into account. Based on the data provided in the ITE Manual for an automated car wash (Land-Use Code 948), the typical usage is approximately 71 vehicles per hour during the weekday evening peak hour and 152 vehicles per hour during the Saturday midday peak hour. The ITE Manual does not provide data for the morning peak hour for an automated car wash. For the purposes of the evaluation, it was assumed to be approximately one-third of the weekday evening peak hour trip generation. Table 3 summarized the estimated peak hour trips. Proposed Wash KLO2M Buffalo Grove, Illinois 12 • �Np�J\ie • a ,� I NOT TO SCALE GERBER COLLISION ACCESS DRIVE JOHNSON DRIVE • `• SITE 0 • sN � �� 0,i b GO' G VfikotOS �j/.7 RI--p E� L5'/.7 LEGEND COLUMBUS PP AWN i 00% -PERCENT DISTRIBUTION-AM (00%) -PERCENT DISTRIBUTION-PM ,-•. ��72 �-•�• [007.] -PERCENT DISTRIBUTION-SAT Q O°Q 00' -DISTANCE IN FEET Q �a`J ICL Car Wash Directional Distribution Buffalo Grove, Illinois Kenlg,Llndgren,0'Hara,Aboona,lnc. Job No 22-180 Figure: 5 Table 3 PEAK HOUR SITE-GENERATED TRAFFIC VOLUMES ITE Weekday Morning Weekday Evening Saturday Midday Land- Peak Hour Peak Hour Peak Hour Use Type Code In Out Total In Out Total In Out Total 948 Car Wash 12 12 24 35 36 71 76 76 160 (1 tunnel) ProposedCar Wash ICL,0)11‘ Buffalo Grove, Illinois 14 4. Pro'ected Traffic Conditions The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed car wash. Car Wash Traffic Assignment The estimated weekday morning, weekday evening, and Saturday midday peak hour traffic volumes that will be generated by the proposed car wash were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). The traffic assignment for the car wash is illustrated in Figure 6. Background (No-Build) Traffic Conditions The base traffic volumes (Figure 4)were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on 2050 Average Daily Traffic (ADT) projections provided by the Chicago Metropolitan Agency for Planning (CMAP) in a letter dated July 29, 2021, the existing traffic volumes were increased by an annually compounded growth rate for six years totaling one percent to represent Year 2028 background conditions. Additionally, the traffic estimated to be generated by the previously approved expansion of the Speedway gas station located in the northeast quadrant of the intersection of Milwaukee Avenue with Riverwalk Drive was included in the background conditions to determine the Year 2028 no- build traffic volumes. Figure 7 shows the Year 2028 no-build traffic volumes. Year 2028 Total Projected Traffic Volumes The Year 2028 total projected traffic volumes include the no-build traffic volumes and the traffic estimated to be generated by the proposed car wash (Figures 7 and 6). Figure 8 shows the Year 2028 total projected traffic volumes. Proposed Car Wash /CL0211‘ Buffalo Grove, Illinois 15 i N 21 NOT TO SCALE tel GERBER COLLISION ACCESS DRIVE elf J DRIVEN \0�A\ '.� �� • •� • ...\\ \ S I T E .' • MILWAUKEE AVENUE @ ` ` RIIRO ACCESS DRIVE GNPgE ✓ ✓yr, s ; J MILWAUKEE AVENUE @ SOUTH ACCESS DRIVE PG__ E Pr1v cN J 0 el Q Q✓✓ ✓aN N�0 • L 2 l71 [151 RIV pRIV ELK 1 (2) t4.1 UMBUY P ARKW A 1 � , 00 fa A. �;4. 7. Car wash Site-Generated Traffic Volumes Buffalo Grove, Illinois MLIflOA1. Job No 22-180 Figure: 6 I �I L 4 (22) [3] Is a ® 4- 0 (01 [0] A m s, 4- 0 (6) [0] is NOT TO SCALE GERBER COLLISION s' ` Vi, ACCESS DRIVE k V �� JOHNSON kA23 �'" A5 DRIVE 13,10 k03 ✓��ca 125�kli° ��i 0 pi`DJ f' es i J Q .4) '� ` Nt'S 1.t\ �' � GA-010 6 101 k`63 ✓ C'41 o o i Q;c t ''' \\ A i AN P N/oEp AtgPEo �3J o� N''yi:s�LEGEND PARW g uSN% taa::+io14\, tfr-�3j829 131‘111613[15[4 1]1 RNEpW AEL K 00 -AM PEAK HOUR(7:45-8:45 AM) 11 �61 L11] �,7 g a Q, (00) -PM PEAK HOUR(4:45-5:45 PM) �Z o �� i [00] SATURDAY MIDDAY PEAK HOUR(12.45 1:45 PM) 1. Car Wash ICL Year 2028 No-Build Traffic Volumes Buffalo Grove, Illinois Kenig.Lind 'Hara,Aboona,lnc. Job No:22-180 Figure: 7 i L 4 (22) [3] ® 4— 0 (0) [0] A 4- 0 (6) [0] S S� NOT TO SCALE ,a GERBER COLLISION c4 \i, ACCESS DRIVE R \ r, C - O J DRIVEN A5 00 S\ ✓- N p i26�kA\� J c-. cr 6 • � ` 1.re..-.\t..,.a..a ce. `. SITE • '. ar • s d. j a ✓ ‘•• rr - r . N Q ` .� ` r MILWAUKEE AVENUE @ •! V ',, RIIRO ACCESS DRIVE Pge., g\ r, ✓ Q'e,�n G�Ova 6 kOl``6, N ✓� !✓J 6. O c �` MILWAUKEE AVENUE A\lc _ SOUTH ACCESS DRIVE (4�E ) V It., P C. p � ✓ a rr i sr i JP-s o L 40 t40" 1691 aJ l61 131 triA� a r 1 t1761 [1'►1] WNW( w► 129 FtIVpRIVE CDLUMgU S • C ?A WpY •1 �� i LEGEND RK 6 3ag11�1] —► o✓(-I 00 -AM PEAK HOUR(7:45-8:45 AM) 11 01171 �' 4. o , (00) -PM PEAK HOUR(4:45-5:45 PM) At., so [00] -SATURDAY MIDDAY PEAK HOUR(12:45-1:45 PM) a i Car Wash L'�ara Buffalo Grove, Illinois Year 2028 Total Projected Traffic Volumes KeAd Aboona,lnc. Job No'22-180 Figure: 8 5. Traffic Analysis and Recommendations The following provides an evaluation conducted for the weekday morning, weekday evening, and Saturday midday peak hours.The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modifications are required. Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning, weekday evening, and Saturday midday peak hours for the base (Year 2022), no-build, and future projected(Year 2028)traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board's Highway Capacity Manual (HCM), 6th Edition and analyzed using the Synchro/SimTraffic 11 software. The analysis for the traffic-signal controlled intersections were accomplished using actual cycle lengths, phasings, and offsets to determine the average overall vehicle delay and levels of service. The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the base, Year 2028 no-build, and Year 2028 total projected conditions are resented in Tables 4 through 7. A discussion of the intersections follows. Summary sheets for the capacity analyses are included in the Appendix. Proposed Car Wash XL044111‘ Buffalo Grove, Illinois 19 Table 4 CAPACITY ANALYSIS RESULTS-MILWAUKEE AVEN. WITI I RIVERWALK DR./COLUMBUS PKWY- SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound L T/R L T/R L T R L T/R Overall E E F. D A A A A A Existing 57.8 57.2 59.1 53.4 4.8 8.8 2 5.2 6.7 B o Conditions - - 10.3 c E- 57.3 E - 57.7 A - 8.4 A-6.7 ° o No-Build E E E D A A A A A B Conditions 58.0 57.4 59.5 52.8 5.2 9.2 2.1 5.5 7.0IC 10.9 a E-57.6 E-58.0 A-8.7 A-7.0 3 Projected E E E D A A A A A B Conditions 58.2 57.4 59.3 53.3 5.2 9.2 2.1 5.5 7.1 11.0 E- 57.6 E-57.9 A - 8.7 A - 7.0 Existing E E D E B B A B B C re i Conditions 66.0 59.6 45.3 67.0 11.3 17.4 2.1 11.9 18.0 21.1 E-64.5 E-55.2 B - 16.8 B - 17.8 > © No-Build E E D E B B A B 13 RConditions 66.2 60.0 45.5 67.0 1 1.6 17.6 2.2 12.1 18.2 2�2 E-64.4 E-55.3 B- 16.9 B- 18.0 3 a" Projected E E D E B B A B B C Conditions 66.6 60.0 44.7 66.6 12.3 18.5 2.2 13.0 19.1 22.2 E -64.7 E-54.7 B- 17.8 B- 18.9 E E E D A A A A A Existing 56.0 55.2 56.2 51.6 5.6 9.4 2.3 5.8 9.3 B ea Conditions 12.9 b E - 55.5 E - 55.1 A -9.1 A -9.2 x No-Build 56.2 55.4 56.4 511..7 5.8 8 3 6.1mil 6 B Conditions 13.4 E-55.7 E-55.3 A-9.4 A -9.5 - F E I' E A B A A A Projected 56 9 55.4 55.1 60.6 6.0 10.2 2.3 6.4 10 B Conditions 14 E-56.1 1.-56.7 A -9.8 A - 9.9 Letter denotes Level of Service L-Left Turns R-Right Turns Delay is measured in seconds. T-Through l'u/�ra�crl( 'III' II1111h BArL/021tUA rrJJtrin (;r�nrc', Illr�1ni.s 20 Table 5 CAPACITY ANALYSIS RESUI I S YEAR 2022 BASF CONDITIONS UNSIGNALIZED Weekday Morning Weekday Evening Saturday Midday Intersection Peak Hour Peak Hour Peak Hour LOS I Delay I LOS I Delay I LOS I Delay Milwaukee Avenue with Prague Avenue • Eastbound Approach C 18.1 C 22.0 C 16.7 • Northbound Left Turn C -)-;.5 1) 25.4 1) 27.4 Milwaukee Avenue with Chevy Chase Drive • Eastbound Approach C 15.3 D 29.5 C 24 • Northbound Left Turn B 13.3 B 14.4 B 13.3 Milwaukee Avenue with Johnson Drive • Eastbound Approach F 64.4 F 69.7 F 51.0 • Westbound Approach C 15.3 I; 35.4 B 14.0 • Northbound Left Turn B 13.7 C 16.4 B 14.1 • Southbound Left Turn B 13.1 B 14.7 B 12.0 LOS=Level of Service Note: All intersections under two-way stop sign control Delay is measured in seconds. Proposed Car Wash ICL0211IN. Buffalo Grove, Illinois 21 Table 6 CAPACITY ANALYSIS RFSUL"I S —YEAR 2028 NO-BUILD CONDITIONS— UNSIGNALIZED Weekday Morning Weekday Evening Saturday Midday Intersection Peak Hour Peak Hour Peak Hour LOS I Delay I LOS I Delay I LOS I Delay Milwaukee Avenue with Prague Avenue • Eastbound Approach C 18.4 C 23.2 C 16.9 • Northbound Left Turn C 24 D 27.4 D 27.9 Milwaukee Avenue with Chevy Chase Drive • Eastbound Approach C 15.5 D 30.9 D 25.4 • Northbound Left Turn B 13.5 B 14.7 B 13.5 Milwaukee Avenue with Johnson Drive • Eastbound Approach F 69.3 F 76.3 F 56.3 • Westbound Approach C 15.5 E 40.5 B 14.4 • Northbound Left Turn B 13.9 C 16.8 B 14.5 • Southbound Left Turn B 13.3 B 15.0 B 12.3 LOS=Level of Service Note:All intersections under two-way stop sign control Delay is measured in seconds. Proposed Car Wash KLOAItt Buffalo Grove, Illinois 22 Table 7 CAPACITY ANALYSIS RESULTS - YEAR 2028 PRO.IECTED CONDITIONS-UNSIGNALIZED Weekday Morning Weekday Evening Saturday Midday Intersection Peak Hour Peak Hour Peak Hour LOS I Delay I LOS I Delay I LOS I Delay Milwaukee Avenue with Prague Avenue • Eastbound Approach C 18.4 C 23.5 C 17.3 • Northbound Left Turn C 24.2 D 28.(1 D 29.2 Milwaukee Avenue with Chevy Chase Drive • Eastbound Approach C 15.5 D 31.5 D 26.2 • Northbound Left Turn B 13.5 B 14.8 B 13.8 Milwaukee Avenue with Johnson Drive • Eastbound Approach F 68.7 F 77.2 F 56.5 • Westbound Approach C 15.6 E 4I.6 B 14.4 • Northbound Left Turn B 14.0 C 17.0 B 14.7 • Southbound Left Turn B 13.4 C 15.1 B 12.3 Milwaukee Avenue with Full Movement Access Drive • Westbound Approach D 28.4 E 48.2 E 38.8 • Southbound Left Turn B 12.9 C 16.3 B 13.0 Milwaukee Avenue with Right-In/Right-Out Access Drive • Westbound Approach C 15.4 C 18.2 C 15.1 LOS=Level of Service Note:All intersections under two-way stop sign control Delay is measured in seconds. Proposed Car Wash ICL011\ Buffalo Grove, Illinois 23 Discussion and Recommendations The following summarizes how the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the facility-generated traffic. Milwaukee Avenue with Riverwalk Drive and Columbus Parkway The results of the capacity analysis indicate that overall this intersection currently operates at Level of Service(LOS)B during the weekday morning and Saturday midday peak hours while it operates at Level of Service C during the evening peak hours. The eastbound and westbound approaches are operating at LOS E or better during the weekday morning,evening,and Saturday midday peak hours.The northbound and southbound approaches currently operate at LOS B or better during all the peak hours. Under Year 2028 no-build conditions, this intersection will continue to operate at LOS B during the weekday morning and Saturday midday peak hours and LOS C during the weekday evening peak hour with increases in delay of less than one second. All approaches will operate at the same existing levels of service during both peak hours with increases in delay of less than one second. Under Year 2028 total projected conditions, this intersection will continue to operate at the same existing level of service during all the peak hours with increases in delay of less than one second. All approaches will continue to operate at the same existing levels of service during all the peak hours with increases in delay of less than one second. As such, this intersection has sufficient capacity to accommodate the traffic projected to be generated by the proposed carwash. Milwaukee Avenue with Prague Avenue The results of the capacity analysis indicate that the eastbound approach operates at LOS C during all the peak hours while the northbound left turn movements operate at LOS C during the weekday morning peak hour and LOS D during both weekday evening and Saturday midday peak hours. Under Year 2028 no-build conditions,all the approaches will continue to operate at the same level of service during all the peak hours with increases in delay of less than two seconds. Under Year 2028 total projected conditions, all movements will continue to operate at the same levels of service during all the peak hours with increases in delay of less than one second over the no-build condition except for the northbound left-turn movements which will experience an increase of less than two seconds over the no-build condition during the Saturday midday peak hour.Overall,the traffic that will be generated by the proposed carwash will have a limited impact on the operations of this intersection. Proposede Wash MLOAAN, Buffalo o Grove, Illinois 24 Milwaukee Avenue with E. Chevy Chase Drive The results of the capacity analysis indicate that the northbound left-turn movements are operating at LOS B during all the peak hours. In addition,the eastbound approach currently operates at LOS C during the weekday morning and Saturday midday peak hour, and LOS D during the weekday evening peak hour. This is normal and expected when a minor road intersects a major road such as Milwaukee Avenue. Under Year 2028 no-build conditions, the northbound left-turn movements and the eastbound approach will continue to operate at the same levels of service during all the peak hours with increases in delay of less than one second, except for the eastbound approach movements which will operate at LOS D during the Saturday midday peak hour with an increase in delay of less than two seconds. Under Year 2028 total projected conditions, the northbound left-turn movements and the eastbound approach will continue to operate at the same levels of service during all the peak hours with increases in delay of less than one second. Overall, the traffic that will be generated by the proposed carwash will have a limited impact on the operations of this intersection. Milwaukee Avenue with Johnson Drive The results of the capacity analysis indicate that the eastbound approach operates at LOS F during all the peak hours with a volume to capacity ratio of less than one which is normal and acceptable for an unsignalized intersection of a minor road intersecting a major roadway such as Milwaukee Avenue. Other approaches operate at LOS E or better during all the peak hours. Under Year 2028 no-build conditions, the eastbound approach will continue to operate at LOS F with a volume to capacity ratio of less than one during all the peak hours with increases in delay of approximately five seconds. Other approaches will continue to operate at the LOS E or better with increases in delay of less than one second except for the westbound approach during the weekday evening peak hour which will have an increase in delay of approximately five seconds. Under Year 2028 total projected conditions, the eastbound approach will continue to operate at LOS F with increases in delay of less than one second during all the peak hours. It should be noted that the approach will continue to experience a volume to capacity ratio of less than one with 95th percentile queues of three vehicles during the weekday evening peak hour which indicate that the vehicles will be able to exit with less delays and more efficiently than indicated by the results of the capacity analyses. Proposed Wash KLOA1‘ Buffalo Grove, Illinois 25 Milwaukee Avenue with Proposed Full Movement Access Drives The results of the capacity analysis indicate that the westbound approach will operate at LOS E or better during all the three peak hours with 95th percentile queues of one or two vehicles that will be accommodated by the proposed full movement access drive. The southbound left-turn movements will operate at LOS C or better during all the peak hours. As such, the proposed full movement access drive will be adequate in accommodating the traffic estimated to be generated by the proposed carwash and will ensure efficient and flexible access is provided. Milwaukee Avenue with Proposed Right-In/Right-Out Access Drives The results of the capacity analysis indicate that the westbound approach will operate at LOS C during all the three peak hours with 95th percentile queues of one or two vehicles that will be accommodated by the proposed right-in/right-out access drive.As such,the proposed access drive will be adequate in accommodating the traffic estimated to be generated by the proposed carwash and will ensure efficient and flexible access is provided. Proposed Car Wash X.L.Cal‘ Buffalo Grove, Illinois 26 6. Conclusion Based on the preceding analyses and recommendations, the following conclusions have been made: • The new traffic projected to be generated by the proposed car wash will be reduced due to the volume of pass-by traffic diverted from the existing traffic on Milwaukee Avenue. • The results of the capacity analysis indicated that the existing roadway system will have sufficient reserve capacity to accommodate the traffic that will be generated by the proposed car wash and no additional roadway improvements or traffic control modifications are required. • Access to the proposed car wash will be provided via a proposed full movement access drive and a proposed right-in/right-out access drive off Milwaukee Avenue. The existing striped median along Milwaukee Avenue should be restriped to provide an exclusive left- turn lane. • In order to enhance the flow of traffic through the car wash site on peak days,the operator should consider implementing the following recommendations: o Increase the service rate of the tunnel to the maximum it can process. o Should the internal vehicular queues occupy both lanes, the right-in movement at the full-movement access drive off Milwaukee Avenue should be closed via traffic cones and an attendant should direct traffic to enter via the right-in/right-out access drive. o Direct traffic to stack on the drive aisle within the vacuum stalls. This would provide the car wash with additional stacking for approximately 16 to 20 vehicles (stacked side by side). o Provide staff at critical locations within the circulation system during peak periods at the car wash to help direct and manage the flow of traffic through the site.Critical internal locations where staff should be located include at the pay stations and at the exit of the car wash. Proposed Car Wash iriff011‘ Buffalo Grove, Illinois 27 6 EXHIBIT C Minutes from the July 20, 2022 Planning&Zoning Commission Meeting Spotless Auto Spa 301 N. Milwaukee Avenue 07/20/2022 MINUTES OF THE REGULAR MEETING OF THE PLANNING AND ZONING COMMISSION OF THE VILLAGE OF BUFFALO GROVE HELD IN THE COUNCIL CHAMBERS, 50 RAUPP BOULEVARD, BUFFALO GROVE, ILLINOIS ON WEDNESDAY,JULY 20, 2022 Call to Order The meeting was called to order at 7:30 PM by Chairman Frank Cesario Public Hearinqs/Items For Consideration 1. Consideration of a Preliminary Plan, Zoning Variations and a Sign Variation to Allow the Construction of a New Carwash Facility, to be Called Spotless Auto Spa at 301 N. Milwaukee Avenue (Trustee Ottenheimer) (Staff Contact: Kelly Purvis) Ms. Purls, deputy community development director, provided a background on the subject property and the subsequent variances for the project. Mr.Zocher, contract purchaser,provided additional detail regarding the proposed car wash. He provided a PowerPoint, going through several exhibits for the site. Mr. Spallone noted that everyone did a really great job of explaining the project. He discussed the steps that he took after the last workshop to address the south entrance/exit. Mr.Aboona went back over their traffic study, and everyone feels very confident in the results. Mr.Aboona talked about the critical element of traffic and discussed the modifications they made. Com. Spunt asked about peak times when people want to turn left. Mr. Spallone explained the technology that is built into the car wash that is a safety measure. Com Au asked about the turn in on the southern entrance. What if some turned in on accident, how do they get out. Mr. Spallone said the escape always comes after the pay booth. Com. Richards asked staff to confirm the variances that are up for vote. Ms. Purvis confirmed that the variances and the setback for the property. Chairperson explained that many setback issues arise off Milwaukee due to the widening of the road. Com. Moodhe asked about the run time Mr.Spallone said from the pay station, it is 3 minutes, and 20 seconds thereafter. If there is a backup, they crank up the belt to move cars through the car wash faster. Corn. Moodhe asked about the shutdown mechanism. Mr.Spallone said it is in the cameras on site. Corn. Moodhe asked if it will it watch the traffic on Milwaukee Ave. Mr.Spallone said yes including the median. Com. Moodhe asked how many workers will be on site. 07/20/2022 Mr.Spallone said max 6, min 3. Corn. Moodhe ask if staff is sufficient. Mr.Spallone said yes and explained the process and the staff responsibilities. Corn. Moodhe asked if they timed vehicles coming out southbound. Mr.Aboona said they ran analysis with a variety of circumstances. Mr.Spallone explained what they did for queuing and turning with traffic. 9 o'clock and 5 o'clock for 30 minutes each time. Com. Moodhe said it took him 3 minutes to pull out. He expressed his concerns due to the time it took him to leave and the circumstances that will cause traffic backups. Mr. Spallone explained the car wash in bartlett, which is situated in a similar way on a busy street. Corn. Moodhe ask who is responsible for restriping. Mr.Spallone said we are. IDOT signs off on Mr.Aboona Com. Moodhe asked if Mr.Aboona had anything more to say. Mr.Aboona said their recommendations for ideal flow has been fully incorporated in the plan. Corn. Khan asked if they offer any other services. Mr.Spallone said just car wash and vacuum Corn. Khan asked how many cars in a day will be using the car wash. Mr.Spallone said they are projecting 350 cars a day over at 15-hour period on average. Corn. Khan asked if any of their peak car wash times coincide with the peak traffic hours. Mr.Spallone said before rush hour, lunch, and between 7-9 PM. Corn. Khan asked if they did a gap study? Mr.Aboona said they did not do a gap study due to the lack of significance. 1 car every 3 minutes is not significant. Noting it is less than one percent. Corn. Khan asked what kind of median will be out there. Mr.Aboona said a stripped median. Corn. Khan asked if IDOT is okay with the plan. Mr.Aboona said yes. Mr.Spallone said they haven't provided the permit, but they are OK with the plan, but need to provide the final engineering study. Corn. Khan asked what the 24-hour traffic looks like. Mr.Aboona 36,000 cars. Corn. Khan asked how many access points the restaurants had when it was there. Mr.Aboona said 2 07/20/2022 Corn. Davis asked how they came to the conclusion for right in right out on both access points. Mr.Spallone said it is an operational purpose. He explained how access impact people revisiting the site. Corn. Weinstein asked about the signage variation. Who is going to see the signs. Mr.Spallone explained that there is a gap, and it helps with sound. It is more for esthetics. Corn. Weinstein asked them if they have reviewed the conditions set by staff. Mr.Spallone said yes. Corn. Weinstein asked if they anticipate the striping being an issue. Mr.Spallone said no. Corn. Weinstein asked what the average time would be to wait. Mr. Spallone said they have workers who educate customers at the pay stations. Corn. Moodhe asked staff if they had any concerns from the public. Ms. Purvis said no just one call for questions. Com. Moodhe asked if the crash information is provided. Mr.Aboona said the crash information is provided by IDOT. Corn. Moodhe said that not all municipality provided information to IDOT. Mr.Aboona said yes, but IDOT has criteria for reporting. Com. Moodhe asked staff about where the project is at in the process. Ms. Purvis said after the recommendation tonight, it will go to the Village Board for final approval. Chairperson Cesario said thank you for the petitioners. Mr.Spallone summarized the car wash and what they are bringing to the community. Corn. Khan asked if they have different levels of washes. Mr.Spallone said there are four levels. Corn. Spunt asked about the blower system. Mr.Spallone explained their blower system Chairperson entered the Village staff report as exhibit one and the petitioners slides as exhibit two. Mr.Spallone said thank you and how happy they are to be here. The public hearing closed at 8:32 PM Chairperson explained that everyone has the same concern about traffic, but the variances and setbacks were nominal and spoke in favor of the work they did for the site. Corn. Spunt spoke in favor of the project. 07/20/2022 Corn. Davis said he appreciated the work and the depth of information contained in the traffic study. Corn. Moodhe said his biggest issues are with safety as it relates to traffic. Corn. Weinstein made a motion to recommend approval to the Village Board for a Preliminary Plan with Variations from the Zoning Code pertaining to the location of accessory structures in relation to the principal structure and the width of the landscape buffer adjacent to the right-of-way;and with a Variation from the Sign Code pertaining to the orientation of two of the proposed wall signs, all to accommodate the construction of a new carwash facility at 301 N. Milwaukee Avenue,subject to the following conditions: 1. The proposed development shall be developed in substantial conformance with the plans attached as part of the petition. 2. The Final Engineering plans shall be submitted in a manner acceptable to the Village. 3.Any directional or incidental signage added to the sign package shall be reviewed administratively by staff. 4. The fire truck turn exhibit shall be revised to the satisfaction of the Fire Chief prior to issuance of any building permits. 5.As recommended by the Traffic Impact Study prepared by KLOA and dated June 29, 2022: a. The painted median on Milwaukee Avenue shall be restriped to provide an exclusive left-turn lane into the full-movement access drive at the south end of the site,subject to the review and approval by 1DOT. b. The carwash wayfinding and traffic control signage shall be installed on the site as noted in the Traffic Impact Study. 6. The operator shall closely monitor traffic circulation and stacking during peak operating days/hours and take appropriate measures to ensure that adequate stacking is provided. If the Village determines, at its sole discretion, that additional stacking should be provided to accommodate peak demand on site, the petitioner shall adjust their operating procedures in a manner acceptable to the Village. Com. Richards seconded the motion. RESULT: RECOMMENDATION TO APPROVE [UNANIMOUS] Next: 8/15/2022 7:30 PM AYES: Moodhe, Spunt, Cesario, Khan, Weinstein, Au, Richards, Davis ABSENT: Neil Worlikar Regular Meeting Other Matters for Discussion Approval of Minutes 1. Planning and Zoning Commission - Regular Meeting - Jul 6, 2022 12:00 AM 07/20/2022 RESULT: ACCEPTED [6 TO 0] AYES: Moodhe, Spunt, Cesario, Khan, Weinstein, Davis ABSTAIN: Amy Au, Kevin Richards ABSENT: Neil Worlikar Chairman's Report Chairperson Cesario gave his chairman's report Committee and Liaison Reports Com. Spunt reviewed the Village Board Meeting he attended and the PZC items that were approved by the Village Board. Staff Report/Future Agenda Schedule Ms. Purvis provided information on upcoming items for the Commission. Public Comments and Questions Adjournment The meeting was adjourned at 8 42 PM Action Items Chris Stilling APPROVED BY ME THIS 20th DAY OF July , 2022