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2022-07-18 - Ordinance 2022-069 - APPROVING AN AMENDMENT TO ORDINANCE NO. 98-15, A SPECIAL USE FOR A DRIVE-THROUGH AND A SIGN VARIATION AT 1200 ARLINGTON HEIGHTS ROAD (McDonald's) ORDINANCE NO. 2022-069 AN ORDINANCE APPROVING AN AMENDMENT TO ORDINANCE NO. 98-15,A SPECIAL USE FOR A DRIVE-THROUGH AND A SIGN VARIATION AT 1200 ARLINGTON HEIGHTS ROAD VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS McDonald's Restaurant 1200 Arlington Heights Road WHEREAS, the Village of Buffalo Grove is a Home Rule Unit by virtue of the Illinois Constitution of 1970; and, WHEREAS, Joe Coconato, ("Petitioner") has filed a petition on behalf of McDonald's USA LLC for an amendment to the Preliminary Plan approved by Ordinance No.98-15,a Special Use for a drive-through lane addition, and a sign variation to allow two menu boards per drive-through lane, in the B-3: Business District for the Property at 1200 Arlington Heights Road, Buffalo Grove, IL("Property") hereinafter legally described in Exhibit A; and, WHEREAS, the Village Planning & Zoning Commission conducted a public hearing on July 6, 2022 concerning the petition for the amendment to the Preliminary Plan,the Special Use and the Sign Variation; and, WHEREAS, the Planning & Zoning Commission made findings and determined that the petitions meet the criteria for a Special Use as set forth in the Buffalo Grove Zoning Ordinance, and for a Sign Variation as set forth in the Buffalo Grove Sign Ordinance, as described in the minutes attached as Exhibit C; and, WHEREAS, the Planning &Zoning Commission voted 6 to 0 to unanimously recommend approval of the amendment to the Preliminary Plan, the Special Use and the Sign Variation; and, WHEREAS, the President and Village Board of Trustees after due and careful consideration have concluded that the proposed amendment to the Ordiance, the Special Use, and the Sign Variation requests 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 6, 2022 Planning & Zoning Commission 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 2 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 grant an amendment to Ordinance No. 98-15, a Special Use for a drive-through addition in the B-3: Business District, and a Sign Variation to allow two menu boards per drive-through on the Property at 1200 Arlington Heights Road, Buffalo Grove, IL,subject to the following conditions: 1. The proposed development shall be developed in substantial conformance to the plans attached. 2. The Petitioner shall comply with all applicable Village codes, regulations, and policies. 3. Any directional or incidental sign added to the sign package provided shall be reviewed administratively by staff. 4. The special use is granted to McDonald's USA LLC and said special use does not run with the land. 5. The special use granted may be assignable to subsequent petitioners seeking assignment of this special use as follows: a. Upon application of a petition seeking assignment of this special use,the Village of Buffalo Grove, in their sole discretion, may approve the assignment administratively,or may refer it to the Planning &Zoning Commission and/or the Village Board for a public hearing. b. Such assignment shall be valid only upon the written approval of the Village of Buffalo Grove granting said assignment,which may be granted or denied for any reason. Section 3. This Ordinance shall be in full force and effect upon passage. This Ordinance shall not be codified. AYES: 5—Stein,Weidenfeld,Johnson,Smith, Pike NAPES: 0—None ABSENT: 1—Ottenheimer PASSED: July 18, 2022 APPROVED: July 18,2022 APPROVED: Beverly Sussma i lage President ATTEST: Janet l iab+an,Village Cf - •— • •\:•-•*s . • .•* *** •— •••••; — • •. ••-• — • — • __. _ —= - -- • • < • — — — • •...• • 3 EXHIBIT A Legal Description McDonald's Restaurant 1200 Arlington Heights Road LOT 1 IN EQUILON/MCDONALD'S FIRST SUBDIVISION IN BUFFALO GROVE, BEING A SUBDIVISION OF PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST% OF SECTION 30, TOWNSHIP 43 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN LAKE COUNTY, ILLINOIS. PIN: 16-30-412-001 4 EXHIBIT B Plan Set McDonald's Restaurant 1200 Arlington Heights Road A r-----......raw sow PRAl MEM .ap Ala EASY W GRAPHIC SCALE L "..• LEGEND • Nd<°\Y��a `r°✓ , .wTOR uWN,w.N,-W r m.:'®'IR , Goo won sumo r Q Ra.Y.W YM WE LEGAL aes'aRPnaW h,.`\\o iwu '.;P',t��,'F'.d'<'.r ,r� S 4 ,.•,..<oa, �• ""✓ \.��a ^'•r^'�'.o'd°✓✓ Pourwz 3aN ®ovW.o.Rsu or t S SOT 1 IN EOMM/4CDONAIDb 1ST SredW®ON \ �w'P rzg �'Q��`J,SS ✓ r QU/ygs •arc NK11RI,Wi NNE ...Y n= 1 BYiiALO GROVE NINO A SUBDIVISION OF PART y � � Tre_ A' A' .��� OF THE NORTHEAST QUARTER OF THE SOUTHEAST ]9� rT 1 ,,� ✓�=yr✓ A'P qh. JF a u)uox,Pa'• W ARIER O SECTION J0.TONNSIIIP V]NORTH, •94 a'K/ SIGN POST RANGE 11 EAST O THE TURD PRINCIPAL •Mq� I yW� ,... s` y ` d W i . I _E_E uWq�I4Ao[usmc MERCIAN ACCORDING TO THE PLAT THEREOF O' c a P. RECORDED APR B.1999 N LAKE COUNTY, oNnL ILLINOS. `\ . / `;�•mRr '�J COWS MAWAW s,wlc,uS 9 E,��KrNAT xx.x Yx mTM,mr C< W r/an• o PoM)t2.1) FUND COITANING:157.335.03 SO.FT..3.61 AC. 10-s INV sos e2 I 1 f (W9 ••°'-s\ \` TS \---�O P] ., a GM L �«x,A DULLARD 1 vN IAv[x ,vwa ma OEVA,Ia LOCATION <g (MORE OR LESS) 8'PVC W NV 697.13 I • ,Mx<v,O Or Nu ELVA. HORS i SANITARY Y/J1HOlE .p •�e`�S \ -_- 6 uc[t[vAnul !UNDERGROUND UTILISES SNOVN HEREON PER FELD O PoY)IV 6J 1 �_ 6;^! 6 ,Uia 4 'J:._ `�` RAD 0500. Iwla21[pAxpT ilif 6'PK E NV)0).93 L --`vA __.O___ - -\`° ,' � I< `; ab.17397• NARKNGS VERIFY ALL UTUTES IN FIELD PRIOR _ TO ANY CCNSTRUCTON. 6"PVC W NV 70803 F 'W a 6•PKSINV]OB.OB 1NTEROR CURBS ARE 0.50'WOE BARRIER CURBS o UNLESS OTERMSE NOTED. OR ::: ITY MANHOLE 5..., _ _-.`'`ld ✓ < <�^ ' - ' •�✓\. «• • AaO• ARHOE yr✓A•• ' .t5(%' F' __ ,'F'" '`. .+ s\.__..., -IV";B'a a E NORTH END OF A BOX CULvERT 6"PVC 5 INV J09.40 ,�..11 ✓ �. •p'r� a" a�,<����;�; ��Jff.,+y \ ,p�. 11/4 . 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ELEV.-TIAB9(NAw es DATUM) O RIM 718.19 ,rK•a ,.a ,+' ]5 �• •S• ✓ f• ,]P � : R1 V•PVC S INV 712.31 92 COMWIMWS �� AIa A CROSS NOTCH N SOUTH PACE O PUBLIC sIP✓«v r,s v .-_FA • ✓ •A • ♦ • ,wnmmr.e.. .m yPai� \ MLA IN SQUTHERLY RIGIL d'WAY OF A +• <` a 8'° ALCOIQUIN ROAD �^ •.. .' •F✓ .«A�< F e T'a F •/ r- ✓' ♦k.\ ELEVATION 712.58 /,'•✓,-,'p S • �<�� `�_< ,Jt}.OF a.+' • 9 a P• '\1 iDRAIO IRM I{Im PREPARED BY: wn 2 CROSS NOTCH IN CONCRETE WALK 1N 109.35' ♦W dn°} F- :),)-N •i y r .,.a,.��..-..+.m a a.Aa • : ern +4 ' ..1 ¢Lw N,au•N' BELT PROPERTY « «• r p 3I' •A"OP / �• «r6. 9 4.' ® •t£'d°� :`P r :-_7. s✓ >✓ EJEVAnw 711.82 �apI {{e(\ INTERIOR CURBS ARE 6'BARKER UNLESS 3 11 STORY % W/. •° 1 ) ) , >L I ° ��;' r ` S OTHERWISE NOTED h BIMORIG R I11•iW d 41 -I FM ^ !omit i C'Y� 1 1 w L?n1 C'Y1 I `,f Z AAF`•• y,1.01:42' < `7 ✓ .ie 1•¢RI' { 1^I I !• ' Y ,mayg .a' a/ . f xA 11 se p O srzwlr scxEP Q� `.°. F"i'/. 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I f.. • _• .•vw. _i_ 110". - - ,.r .-�.,.. dU•• m 0•RCP N INV W19.]0 a/_ air..aM•IC i< ., '�- - ma)MM RDO/, ✓'WAY �� BOUNDARY/ SHEET sz ate :„o;o,� r< P ;, uavr✓Wo¢;. cur R.arc E ✓, TOPOGRAPHIC 1 1 ✓ ae SURVEY ei s FINAL ENGINEERING PLANS FOR McDonald's mcDoNALD7s - BUFFALO GROVE, IL I AT 1200 N ARLINGTON HEIGHTS ROAD VILLAGE OF B,JF€ALLL.GROVE �\ COOK COU INOTS\ Prepared For INDEX LOCATION MAP , LEGEND CIVIL ENGINEERING PLANS REVISIONS E �10 , 2 3.e e 7 SYMBOL DESCRIPTION DESCRIPTION SYMBOL C-1 COVER SHEET \ O¢ C-2 GEOMETRIC PLAN X wMT co c C-3 GRADING AND UTILITY PLAN \ o ° "�O °c RIMER VALVE VAULT GIP MIIM C-4 PROJECT DETAILS AND SPECIFICATIONS ® su, Eo.NVIED DO SECT. v Y E`�°LL SUPPORTING DOCUMENTS "E s,,K"„ V ° REFACE 2' �' 1 of 1 BOUNDARY AND TOPOGRAPHIC SURVEY ; 9 x Fox wormer b' -.K '- PINIPS f o m y $ L-1 LANDSCAPE PLAN Q p ,,,,, wau..PiElYrro. �i�.v usru O 9 Zm° DT-1 DRIVE THRU PAVEMENT PLAN MoM rt °e°..�".0 STRUCTURE 0dYg1f'°'mdO1•""'u` Z n DT-2 DRIVE THRU EQUIPMENT PLAN X ryq� �'' MI CURS""YC°""°"v" 1O" O 1100 N AfIl�mggtt°n �' at xr.,. sss"Axw. �M� m DT-3 DRIVE THRU DETAILS ♦Heigms Rd S2fealp.. p'o s"°rrcr VALVE Me f._„_ us WINCE w...MR DT-4 DRIVE THRU DETAILS - o`° 4°"4py1 °s`"°`x"°p1 ���...ddd SSD-1 SITE STRUCTURAL DRAWINGS ` ▪ FLAG.vi VAULT WANE.MS SSD-2 SITE STRUCTURAL DRAWINGS OFa.ClVIC ISITE LOCATION 03CLAIEtfr,TOGETHER MD NOT AS Ws G To / GM/V Ill YUMMY MCP ` O nrcc MO MCI e" PreOarea BY.. ..°..,,...,a.µ.�,r. ra°,.-., ra°°�r".".",ar�«xr° r�.,".."°x,E, small.,smoteK., MS WV ...� o E"....K,.,cr ,1., .e R SECTION. 201I I TONMSHIP. 62NI`RANGE 11EI - . cc x,,p a,saws asx,.0 1i f'i W i I 0 xur _ Of y • x M MO x is�.irt...MwW� MOP COMO NY C.IVAIRN ss OCCLAPM MORON oxccw ° POISOM M.CPI PRO. b eelW F cNo1 v°r`°wo.cm"""i'rsi0.'.' °.e:° Mal 141011MIKM be s BENCHMARK NM COW n� 6 C REFERENCE BENCHMARKi\itC 3 NGS DESIGNATION LD019; PID DM3896 R SURVEY DISK SET IN THE TOP OF THE EAST CORNER OF THE NORTH END OF A BOO CULVERT Know what's Below. FOR BUFFALO CREEK UNDER LAKE COOK ROAD,0.15 MI.EAST OF SCHAEFFER RD.,15'NORTH g OF THE BACK OF CURB OF WEST BOUND LAKE COOK RD., 1'NORTHEAST OF STEEL CORNER Call before you dig. POST OF CHAIN LINK FENCE.4.6 MI.NORTH OF ARLINGTON HEIGHTS,3.6 MI.WEST—NORTHWEST F OF WHEELING AND 3.6 MI.NORTH—NORTHEAST OF PALATINE. a°r:w,cxao „ NA COU CEICri DATUM: OF 8 °aMuwrs nsau..,°,u."e wrwscrs.Ea.w 4:::OfXr.r° _ ' ELEVATION— 704.99 SITE BENCHMARK 4.5 1. CROSS NOTCH IN SOUTH FACE OF PUBLIC WALK IN SOUTHERLY RIGHT OF WAY OF ALGONQUIN ROAD j 0 ELEVATION 712.58 f i E s4. ,,,, - 2. CROSS NOTCH IN CONCRETE WALK IN SUBJECT PROPERTY ,,,LICENSE EXPIRES �„°=n ""MO...IN e i d i ELEVATION 711.82 bm �g+Y 2� _ 1 ? W HANOI,PROFESSIONAL DESIGN iiRm LPCENSE No IRA P.M 1n COVER SHEET C-1La 1 LC#12-1967 0 _`\ I \ J I ) IiHESPL ARE BASED ON THE BOUNDARY AND !5 11 \ I C. D 0 D ® _ // \ I I EPPREPARED BE:GEE.Nnc TAID ASSSOCCIATTES'ED,N'c�'n3) SAU E.ST.DIARIES PLACE,LONBAD,ALDERS some II 1 (JD�Ne-ONNI S� �I \ 2.PRIOR M CONSRAND A CONTRACTOR TORI CONTACT NEC 1 l� ` DESIGN ENOINBER AND ARCHITECT 10 VERIFY 11MT THEY __.N �R. Kent.v us 'yy'' \ -, ARE DORKNG FROM THE MOST CURRENT SET OP PLANS AND "�� \ •\ DN yTE yARNuc oATA • 57 1� — I `� \ B.e'""°uarTM.0n • °o°WAi P SPACES sPAcrs RSO E P. O PARKING SPACES LOST II I Pam;a<.:�ti"N \ ...a IL IMPOIZO—— —\ITTPX L \ G4' Irt . NOSED IMPROVEMENTS ARE MUL&AND ——— — y➢i-a Pr - PERPENDICULAR TO RE E%IS11No BONDING ��N �BBIBB�� lk CL ID UNRESTRICTED PARKING SPACES 3.ALL RAMS DIMENSIONS ARE TO BACK OF CURIA / I b•� I/ `�(�"E) \�11M� ' A SEE ARCHITECTURAL PLANS FOR EXACT BUIDND DNENLgNS ' !'p!iiiffill.., 4.__ 1 N j .ALL STRIP.TO BE DOUBLE COATED A'YELLOW PANT MESS OTHERWSE NOTED. g e y O1 1 1 % �/'.l� 5.a�RAPEivDE TRI NS HAW TO t OO cu TAPER ARE O PDRy• I I i .i../ • PANTED USING YELLOW.SLD RESISTANT PANT. Prepared F«: STORY ►:III 1 /� 1 z \11DNCRETE BLOCK I _ I��7�A/ "A;R�N" mvcoruI �0'B'1�'d )I (I I PAVEMENT LEGEND JILDING !� ' mo. 1�`..- =ccmeR.n f: j . y _ -_1-- —_i_—I__1_—i__ i // I�I i �.........cwN INmM WPM - -2 1 I' ', ri' V i "QT-ll'.°`N 1R'�' o¢ ORBB II I,-vy 1 A .,f_,1 8 r�_ \_—— —— , I—_——)- STANDARDa Y4,14"ra`inN aa-N LL.,,,E9 p 11 I p y ° ` k \ NY M101M mLu:IWa. L— �.,1v�a .R-M..rr"'I'IE S 99�p 6 g'v // I ?JODV N. 1 L___ 1 ----1 YACOIIPAcm N..W C.COMMIE WM F+ 42YED P O/ , I V �4�pe 1 STORY CONCRETE BLOCK \ 1� wJ l a -Mia r>�aiu•r ��m�� ° II � ,�oep`a e COMMERCIAL BUILDING p� IT/ �j�/ O W4""" no 9gD, 6 1 1 f� cP�s�`'& �'�� McDONALD•S RESTAURANT 'l4.Fls ����/ 0 GDMJnm.�11A4 �� / • N ` _D CI" PW & CONVENIENCE STORE L TEs � II �mY ` \ \ G �J— / ~ T REFERENCE LD QT.STANDARD SPEONGIMM(UlEST \ \ ,.{�P I — —I ♦ e•J r Edl%NN)SFCMN 106 FOR BINDER t SURFACE CgMffs \k (j" ?1 y MD SECTION bl FOR AOLNEGTE BASE COURSE. 6� fI il \\ ..\\ y P� I rc 3. COAT MTHE PE TO RE TION RA1 S FOR 0.0 GRIME COAT AND TN. SQUARE \ 4 l AM RESPECTIVELY. //��j����5ppyy�LL �I (1 \\ ' \ \ ?V 4� Moor Louwl IT- II r /�/�� ii ]. S£E PR02CT SPEORGICNS FOL SUB-BASF AND BAY [ FlI IV 1P \\ \ \ O b �i COURSE COMPACTION I L.O S L A. ALL CONCRETE MTMORK TO INCLUDE A MINTING PATTERN SUBMITTAL TO THE 11 TRACTOR \\\ �I \\ )IIII\ \\r\ � A 0 voI/ 7TiJ � I♦ ofJ I TOYAS YTER MANAGER.\\\V ��5�}\ (T 'lA' I — -� _ 5.\\ \\ �I- — —— CONTRACTION TKN JoxTs AT Is D.c.,EIwANsw JORITa AT \\\\ N ,{aV'- \\ \\\ \\ T f-� E. 4 I- -,.I "I� I� _ K B. PROVIDE L-F IS A SUC W JOINT ADJACENT TO I.D.O.T. N II ! i I I II i z O STRUCTURES.THEY JOINTS SHOULD BE SEALED MTH A m QP \ \\ F { __�. \ TOOL-FNISNED gY[ONE YMANr PER I.D.O.T.SrAHDMD. V/L \\ AAA\\ N N N. \ DIMENSION LEGEND b W T / \\\\ P2O al \ \ F _FACE ANC-FENCE 1'NI K \\ I \\ `TQ,P�Q�' ?� \\ \\ MD FOUNDATION R -RADIUS H1 4J' I \\ l .( I\ B -BACK C -CUTER 1y.y�N A (\\\ / �G�A'Z /\�\��`______ �NVKMiM�RBMI 1eP I N F -ENE PL-PROPERTY LBE �yE�� �' R \\ '-'O. 6, Qu\ Mw LJ*-ice N' I '-R�A.yIE s eP / �\\O C�c ——— —� \ \ FRIFN ---,..,c,i) 0 ..... , `�\l\\ \ \ I / 8, i 4 0 0 ! b GEOMETRIC PLAN C-2 0 LC#12-1967 W NHId ONIaVNO soullll'anoJO 018W19 ,e�,w oe.-sac iocm zosoe n.,e,•r I�.e.oeer,.e.,o uez woe.,...m..w..w,.n• ro. - 1 Pas1461aH uol&9IN'NOOZI. W e 533an O53M a".' / 11 Aoa9 oivJAne-s nvramsw "e SII=daaudu, U N EId PE Slo o or I 3 T—' ,00ljwE'meauor<« ?j.IEIIII ;E 6311..11.10. 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S 9sx --, /, @s o. • ESC , ih @l J, 10'° --_—,,`d. l dx JJ 09 ,bJ ,n. , BAk . ,y J ,y 9 #. 5° fC cr' s a * _ f9 471 V a -- 1• C / • ` x'+ tl $4 raFl . . t p9� c/ 9J b r,.S! i J N _,,, ax ' C y �/ p ° ` d96, E \ �i \ fb"ls@@ Iux96Jd [.✓� s9s a1 '% @ � � f :6-—— � ` 6 c 0 '? P OS l,, ,$, . . .,, // ', ) C * ;M1bIDO@/ I aT-P� S6S6 • !•iJdS / h"sv / 0) 0 ,f)!y �@D fi , Jf' S�iCf Wd hbt'�sn , r s 1 `�� 40, 0. i^'x dX a J a' S�' s esc p J �t C `s J �11 aJ' 07 `'9'', @ee t + Jf I f,pp�V II W J°' :94. cs9�i \ II 11 `S,, �' I II >I—c. ,; .s X II II ^bscl ,9.lh\ S�z ,mod I.^�.. -� a �a-, PROJECT SPECIFlCATION$ ApR a 5 1. CONTRACTOR IS TO FOLLOW ALL OROINANCES AND REQUIREMENTS OF THE STATE. 1, GEOTECXNCAL REPORTS AS PREPARED BY OYMER(OR REPRESENTATIVE)SHALL BE COMMUNITY.LOCAL DISTRICTS NO THE RUN05 ACCESSOUTY CODE(IOC).ALL REFERRED TO PRIOR TO EARTH MOVING AND/OR UTUTY CONSTRUCTOR. PROPOSED IMPROVEMENTS ARE TO BE CONSTRUCTED IN ACCORDANCE MTH THE 2. UNSTABLE SOIL SHALL BE REMOVED OR STABILIZED, 'STANDARD.ECIFICATONS FOR ROAD AND OFB I CONSTRUCTOR-AS WELL AS O. CONTRACT IS TO MAINTAIN A POTVE DRAINAGE PATTERN Al THE E... EACH THE E'STAND/ND SPECIi1CAl10N5 FOR AND UM.' . SUM.'WATER D SEWER CONSTRUCTER M S' DAY.CARE SHOULD BE BE T TO INSURE THAT MANAGE 5 NOT REROUTED OR CURRENT RATIONS A. THE SIR-BASE BELOW STRUCTURES.PAVEMENTS AJMOUS TO OR EW STRUCTMM WILL SHALL T LAM. 2. TIE CONTRACTOR SHALL INDEMNIFY WATERMARK OWNER. THE ENGINEERING RESOURCES,LTD(LIE C DNGMEED),ARCHITECT AND DIRER.THEIR AGENTS,ETC.,FROM ALL LE FOR BE PROOF ROILED.IT SOIL RUTS PUPS.DEFLECTSEUNSTABLE ABLESSOIIS OR EXHIBITS CONDUCT WTH THE CONSTRUCT..CONCE ME CONTRACTOR I SOLELY CUM RESPONSIBLE FOR AND SSIVE COVENTO OR CIORA F L OR THE UNSTABLE BOIL SAR UNDERCUT CONDUCTING W.N N LCOROµCE N TH THE CONTRACTESHAVING DOCUMENTS, AND REPLACED WITH N BE POP FILL OR gSLED.AND DRYING TO NEAR OPTIMUM DEVELOPMENTS,AND ALL GOVERNMENTAL DONORS XANND JIMISOCION OVER THIS MOISTURE SO SOL.SERVED BY A OEOTECXNLNLENGINEER.RLY ACTED.MIS PROCESS IS TO DE 3 DIC OPYENT. S THE CONTRACTOR 5 RESPMGBLE TO OBTAIN ALL PERMITS THAT ARE REQUIRED BY S. ALL FILLS SHALL.PLACED M E'LIFTS COMPACTED TO A HSIRM O NW THE LOCK AGENCIES STANDARD LABORATORY DENSITY PER µTM E96 UNDER AND MINN INFLUENCE O A TH PRIOR TO Be AND PRIOR TO CONSTRUCTIONE CONTRACTOR SHALL INSPECT THE THE BUILDING A MINIMUM Of SSW STANDARD LABORATORY DENSITY PER AST.0656 STE TO WHEY THAT THERE ARE NO DISCREPANCIES BETWEEN THE PLANS AND ME UNDER AND WTHIN THE INFLUENCE O ALL OTHER SPERM IS AREAS,AND A ACTUAL CONDITIONS AT THE SITE.IF ANY DISCREPANCIES ARE IQUND,AT ANY TIME RHINOS OF 9.STANDARD LABORATORY DENSITY PER AST.DOOR M ALL BEFORE OR DURING CONSTRUCTOR,THE CONTRACTOR SHALL NOTIFY THE DESON LANDSCAPE AREAS ENRNEER IMMEDIATELY(BEFORE ANY ADDITIONAL IMPROVEMENTS ARE INSTALLED)IN IL EROS.CONTKK SHALL BE PRONGED PRO.TO ANY DISTURBANCES SEE EROSON ORDER TO OBTAIN MITT.CONFIRMATION BY THE DEMON ENGINEER AS TO MY CONTROL KARS FOR ADDITIONAL SPECIFICATIONS AND DETAILS. REVISIONS THAT MAY NEED TO BE MADE W. TO TE PLANS T. PROVIDE TOPSOIL RESPREAD KR THE FOLLO °UNLESS OTHERWISE NOTED 5. PRIM TO CONSTRUCTOR CONTRACT.5 TO CONTACT TIE DES.ENGINEER NO IN GRASS OR SOD AREAS ARCHITECT TO VERIFY THAT THEY ARE WCOMG FROM THE MOST CURRENT SET O B.6'.MOM N PLANTING AREAS PLANS MID SPECEEA C.IY 19NWY IN LANDSCAPE ISLANDS. _ 5. THE CONTRACTOR SHALL NOTIFY THE DES.ENGINEER,AU.GOVERNMENTAL B. ALL TOPSOIL TO BE FRIABLE(NOT COHESIVE),WEED FREE,AND FREE O ROCKS AGENCIES HAVING JURISDICTION,AND ALL UTILITY COMPANIES THAT MAY BE LARGE ROOTS AND UNNATRS DEBRIS. AFFECTED BY THE PROPOSED CONSTRUCTION 2 WORKING DAYS PRIOR TO TE START 9. AU.GRADING IS TO BE CONSTRUCTED TO WITHIN A TO PRANCE OF 0.10.OF THE Prepared For: OF T. THECMURCPNJTY STALL HONSTRUCTION TO ANK:THGE EPAUIXORTY ROPRIATE 5115PECT,ATRUCTION IPPROIE,.AND REJECT PROPOSED FCEVAIONS SFE PAVEMENT S<CIFlCAl1pN5 FOR PAVEMENT TOLERANCES TE CONSTRICTION OF THE IMPROVEMENTS E PR.TO CONSTRUCTOR OF ANY A/PROVEMENTS THE CONTRACTOR MUST CALL AU.LI.E FOR THE LOCATION AND STARMG OF EXISTING UNOER.ORO UTUTES ( S ELECTRIC.TELEPHONE) 1-600-692-STAR EC HOURS PRSR TO DIGGING. 9. TIEGA CONTRACT.5 RH OLE F.PROVIDING RECORD.AWNGS PER THE CONCRETE(SEE_ MURCPJWTY AND/OR ANY OTHER AGENCY REQUIREMENTS.ANY CHANGES TO THE STRENGTH) OGMNGS MUST BE REPORTED TO THE DES.ENGINEER ER BEFORE WORN F. 6 DEPRESS REBAR 1-1/2' PROGRESSES. R_I. TO PROVIDE COVER IN — 1 E PROPOSED NPROKMENTS MUST T CONSTRUCTED RI ACCORDANCE MIN THE -T•DEPRESSED CURB AREAS O.ALLHU LNG PLANS AS APPROVED BY TE MUNCPOTY. II.ALL QUANTITIES ARE TE RESPONSHUTY O TIE CONTRACT.AND ARE TO BE 1/2-F.DEPRESSED 6'TYPICAL REVEAL VERIFIED PRIOR TO CONSTRUCT..IF DISCREPANCIES OCCUR.THE COTRACT.IS O R TO CONTACT THE DESIGN ENGINEER NMEDIATELY AND NO RORK 5 TO BE DONE CURB ONLY 6• (SEE PLANS F.VARYING C M APPROVED BY THE DESK ENGINEER. GNOMONS) O 2N LD c DO II.ANY RESTORATION NEEDED BECAUSE O CONSTRUCT.SHALL BE PROVIDED BY THE - LL O O w c CONTRACT.AT NO ADDITIONAL COST r MINIMUM -- N E ID &__ 13.DRENCH BACKFLL MATERIAL. STONE.UMESICVE(CA-6)IS REQUIRED AND VARIES sq n-LL UNDER AND.TIN IWO FEET(2')OF SIDEWALKS ANO PAVED AREAS THIS BACKFLL ECEVAIOS M EATDA ESPTR PROPOSED PAVEMENT F LL O SHALL BEM SIX NCH(D')UFDS AND COMPACTED TO SSW STANDARD PROCTOR. O PAVEMENT SECTION. (SEE DETAIL) O 2 g R TT S TN.CONTRACT.IS TO VI ALL TEMPORARY RONADE AS REQUIRED BY TE SUNOS O m m c_[7 DEPARTMENT.TRANSPORTATION AND LOCK wD ROUTES. I6'BELOW T.O DNA, IS ALL EXISTING.TUN ORES THAT ARE ENCOUNTERED ARE TO BE RESTORED TO THEIR WHOMEVER 5.EATER. 6' li:m d 2 ORIGINAL CONDIFON OR REROUTED TO THE PROPOSED STORM SEWER SYSTEM. x»Z 16.RESTORATION OF EXISTING RANT-O-WOK IS TO BF COMPLETED WITH FOUR IN. 2-/4 ROAR O 9 m 17 .( I NT. TOPSOIL MID 9ALi TOCtMIT SOD RIMLESS'MAT. TE RATER SALTER CARGT BE SLUT DOM NTIQUT CONSENT BY ORE OMNETt O 2'COMPACTED BASE, (MNIMGus) 2 N THE SYSTEM. CRULMESED STONE ORCO COMPACTOR ROARS FOR ME I6.ALL FRAME ADJUSTMENTSASTIC-SMALL SE MAGI WTH PRE-CAST CONCRETE RINGS LYESTONE(CA-6) CONPACION REQUIREMENTS 1S CONFORMING RAMMES SMG LOSE MOTH E2 4 IKS AND (OR EQUAL)T EXCEED MATERIALVE LI TO PREVENT LEAKAGE. TYPE'C'BARRIER CURB 20.THE REINFORCE°CONCRETE SECTIONS SMALL BE LAID N MORTAR,SEALED MIN EXTERNAL SEALING BANDS..SERE°USN°MASTIC JOINTt. PROVIDE 1T SEALER.MEN MASTIC /DI DRANSON JOINTS EVERY 45'OC. JOINT SEALER 5 USED,THE MATERIAL SHALL COMPLETELY FILL THE JOINT AFTER 2. PROVIDE ARID TOOLED CONWACOON GENTS EVERY 15'O.C. £ E BE. T U6TS HAVE BE BROUGHT TOOE TR 21.STEPS N STRUCTURES SHALL BE MADE O COPOLYMER Ptt)STEEL FINE PLASM MN CONTINUOUS ONE HALF INCH(1/2')GRADE SIXTY(60)STEEL ENFORCEMENT, STEP PS-PF,AS MANUFACTURED BY M.A.INDUSTRIES,INC.,.APPROVED EQUAL STEPS TO BE SPACED SIXTEEN INCHES(16').-CENTER. RS ALL INSTRUMENTS ARE.BE PROPERLY CALIBRATED PRIOR TO CONSTRUCTOR USE. Prepared B 23.ALL PARKING LOT WHT POLES ARE TO BE CONSTRUCTED AT THE MTEFSECTON Of Prepared PARIONG LOT STRIPING OR M LANDSCAPE AREAS WTI A MIRROR O Y CLEARANCE BETE.THE BACK OF CURB AND LIE EDGE OF THE PALMING LOT UNIT BASE 1.5 OTER.% . 24.GENERAL CONTRACTOR TO TO BECOME FAYMAR HMI AND APPLY THE ADA WYNIN REQUREM.TS AND REPORT TO ARCHITECT/DESIGN ENGINEER ANT DTCREPµOES BEFORE CONSTRUCTION.TINS INCLUDES ROT BUT NOT UNITED 10,TRµSIT.S TO EXISTING CONDITIONS. V 9O 25.CONSTRUCTION MEANS MET HODS AND JOB STE SAFETY IS THE SOLE AND EXCLUSIVE V4 RESPONSIBILITY OF THE CONTRACTOR. M W F 26.PAVING,SIDEATE NO CURBING IS NOT FTOROM BE E ROOM.O N SUCH A WAY THAT IT MIL BLOCK TIE FLOW O WATER AWAY FROM TE MALIW INCLUDING BUT NOTSIN Di A UNITED 00 BEEP HOES SACKS DRAINAGE SCUPPERS OR PIPES.AND LANDSCAPE. 5e 64 ut PAYE(ENT b�M a 1. ALL PAVEMENTS SHALL BE DESIGNED AND CONSTRUCTED N ACCORDANCE MTH THE si ; BRO. v FOLLOWING OLOWI REFERENCES AS THEY APPLY:STANDARD SPECMCATONS FORROAD AND IDS FORCONSTRUCTION TIRRU SUNOS DEPARTMENT OF TRANSPORTATION,UTEST EXTON; IML STR UCTURAL DESIGN O PORTLAND CEMENT CONCRETE PAVEMENT, 3 IWN015 DEPARTMENT O TRANSPORTAINN,LATEST EDITION;DESIGN MANUAL, - IWNBA EC URSENI O UO-SOS.AREAS,LATESTOON. R N R. ALL BASE COURSE AND PER IOU.i.SECTION]GET BEFORE THE BASE COURSE MATERIALS ARE MULLED,THE SUB-BASE SHALL BE PROOF-ROLLED TO THE Z SATISFACTION OF THE AGENT, T ENGINEER.HIS AT,MI .DI/ THE SOILS ENGINEER. 8 O COMPACTION AND DENSITY TESTS S1.1 BE TAKEN AT TE OMER'S OPTION. R ALL CONCRETE TO E MINIMUM 3 00 PSI,SALT TOLERANT.6 BAGMIX WITH A B H SPRAY ON SEALER. g < A. EXPANSION AND CONTRACTOR JOINTS SHALL BE TOO FINISHED. U S. BINDER COURSE TO BE PLACED MIEN TEMPERATURE IS AT LEAST SIW OE AND R . SURFACE COURSE TO DE PUCED WHEN TEMPERATURE 5 AT LEASTT 45T AIDE RISING. s LL_ 5. ALL PROPOSED PAVEMENT,SREWALKS AND COMBS ARE TO CONSTRUCTED TO i C_) MINN A TOLERANCE OF 0.05.Of THE PROPOSED ELEVATORS EXCEPT N TE ACCESSIBLE STALLS OR ACCESSIBLE MUTTS G Li,' s a.2. PRIOR TO SEAL COATING,ALL ASPHALT AREAS ARE TO BE CLEAN AND DRY.ALL M AREAS LOOSE MATERIALS ARE TO RE REMOVED.ALL GREASE TO BE REMOVED.ALL CRACKS Ln ARE TO BE FILLED PER DOT STANDARDS ALL PANTED STRIPING TO BE MODIFIED SHALL BE'BLACKED W U Y MTH BLACK PAINT(1 CRMINIMUMTMINIMUM2 COATS R ,�J, Fj Z NECESSARY),ALLOWED 10 TH.QURLT DRY PER PANT MANUFACTURER,PRIOR TO FYJ Id SEAL MATING,ALL AREAS THAT ARE ADJACENT THE SEAL COATED AREA ARE C x 3 a TO BE MARRED(IRE.SOFWNPR CONCRETE SURFACES.BRICK SURFACES COTTERS. 2 F FA CATCIRASINSANLERE ETC.)PRIOR TO SEAL COATING TO BE APPIED.AIR J ATUREE TO BE 50T AND RISING,APPUCATO RATE TO BE SUCH THAT ALL m Pe g Q SURFACES O THE ASPHALT BEING COATED 5 THOROUGHLY COVERED N ONE MAT, g SPRAYING IS NOT MEOWED.ALL SEAL COAT.SHOULD BE µPINED BY SQUEEGEE W .BRUSHES THE BITUMINOUS SEAL MATING MATERIAL SHOULD NOT E ALLOTTED =Hn5 w a W TO ENTER STORM SEWERS AND SHOULD BE ALLOWED TO.Y AT LEµ1 IS HOURS w E S 3 SI E a PRIOR TO NIMUR U..CRACK FILL.AND SEAL MATING MATERIALS ARE TO BE FREE OF COAL TAR. o PROJECT DETAILS C-4 AND SPECIFICATIONS LC#12-1967 a NV-1d 3dVOSONY1 VVOUIIII 9nme Ore0,9 -7_-.__� on-vee mvm ixosoa,i.,.,•vl..m.o.°+,.e.o cexi+°,e.,...e.«.,.W,... roxu ov i��ver, p21.146.H u016uII.V N 00ZL '.' 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THE REGIONAL CONSTRUCTOR MANAGER 5 TO REVIEW AND APPROVE ALL •� /V I I / ❑ f 6 DRIVE-TRW LAYOUTS.A APPROVED.NO CHANGES ME TO BE MADE IMADEEINMERRNI CONSIS IDERED'RED'.ONCE II HSVM I'1��/1 \ 13 a DRIVE-T DUE TO RU EXACT GEOMETRY IS REECOOIYE`UIRED NDEDETHATTALL6pR TTHRUU OPERATOR f O V J �/1, !i !11''' J. ME PPLACEKNT OF THE�CO ATS ND ANY BE YADDITIONNK6 BY �SHWULD BE SUCH 4 .0111 \,3N�14 HAT IRDPARovEN 4 ON YwYIEES BLOCKING T E CUSTOMER'S MEW OF THE I WHILEmENU ORDERING 1. L ESE DIMENSIONS ARE CRITICAL TO THE FUNDAMENTAL LAYOUT Of TIE SOE BY © I 5. IF�CMEMTONS ARE MDDRIED CONTACT DESIGN ENGINEER NRIEDIAIELY. 6. VERITY MM SUPPLED OF DMVE-TINU Eg0MENT THAT MOST CURRENT j \7 4 q4oI ig EQUIPMENT IS BEING unuz6o. W 0 2 COORDINATES ew ApeIER''`-\ • -- Pavement 1 (TV.) 111I- _ I al I�a.I X Y DESCRIPTION \ O o II I D' Ly l - - 1 - 1-3-) 10 00' 0.00' CR TEAL STARTING Ft7Idf FOR ALL COORDINATES g II H I E-i :-R II :-B 2 -1.38' -2.04' TO BACK OF CURB AT START OF RADIUS II E'tBpBred For: .... 3 -14.74' 10.02' TO CENTER OF RADIJS(18') memo DETECTOR LOOP AT C.O,O ^g (TYP.OF zNLOEOE(VECTOR ImP a) -- -_- j 4 3.26' 10.07' TO BACK OF CURB AT END OF RADIUS SEE DETAILS 1.6l7/0T-3.DETECTOR I'r ' _ 1 LOOP M SECONOMY LAZE TO BE \� 'r 1 IIIPLACED p'IN FRONT a C.O.D. ,01'I it ' -I-_--I _ 5 3.18' 43.55' TO BACK OF CURB AT START OF RADIUS I -_ __J 7 I I 6 -14.83' 43.51' TO CENTER OF RADIUS(18') 20 (---j 7 -7.78' 80.07' TO BACK OF CURB AT END OF RADIUS J /� o 16 ,}f aid N 7 �� - -_ g 8 -8.17' 59.15' TO CENTER OF RADIUS(1') Oc C[T�I 17 P 9 -9.17' 59.15' TO BACK OF CURB AT END OF RADIUS pE§LL§0`�+Oc_ O II I Ili `Al 10 18.06' 18.91' TO SACK OF CURB AT START OF RADIUS q"C LL n t 1111 12 I it �` 11 17.24' 19.47' TO CENTER OFRADIS(1') 8m8'm 6' %, p END 12 18.24' 19.47' TO BACK OF CURB AT OF RADIUS lit S;)I 2 • I 10 S.. 11. II I 1 13 16.14' 58.08' TO BACK OF CURB AT START OF RADIUS Ow 9 m I II W B 14 18.64' 58.06 TO CENTER OF RADIS(2.5') f Z it ❑23 22CJI M 15 21.14' 58.09' TO BACK OF CURB AT BC OF RADIJS � 19 aYea 16 21.21' 29.13' TO BACK OF CURB AT START OF RADIUS 17 3.21' 29,08' TO CENTER OF R401U5(18') �.S- - s r` II N a 18 -11.94' -29.35' TO STRFINGICONCRETE I 11 ' II \ d 9 23 96' 9.54' TO STRPNG CONCRETE ❑ 2a II \ 20 31.71' 29.15' TO STRPNG'CONCRETE II \ 21 31.63' 61.31' TO STR ANG/CONCRETE II - • 22 3.74' 9.08' TO NERGE POINT STRIPING ►IA,//VV a \ CRITICAL POINT AT CORNER Vy Enznxc BUILDING 12.23' 8 61' TO MERGE PONT STRING �r r e W 1 I 24 17.98' 3.19' TO MERGE PENT STRIPNC LE" CR-Ci \ EX.BlD6-CRC rA CA _ I--KY U t7 NEw 6'YELLOW DOVE-TINU inc \\ Y'SLOG �- ';J.., il W STMPINC(TYP).SEE DEUR.5/0T-3. • , \ V o s C4di P 65'FROM CENTERLINE Of WINDOW \/l 1O CEMIERLNE OF C.O.D. 3 _ 4 t8 Ea. B i- `«TRACTOR TO VERIFY DRIVE-THRU APPROACH a s LOCATION OF Ex. DETECTOR LOOPS IF NOT 0 o F UJ INSTALL. RPS ENT,CONTRACTOR TO DT-1 `S 8 p':9 Q PRIMARY DRIVE-THRU LANE r0g5ww Q SECONDARY DRIVE-THRU LANE DRIVE-THRU DT-1 Lii PAVEMENT PLAN LC#12-1967 0 NY1d 1N3Wdif103 f1NHL-3AILI0 siougll'ano/.j Wale Pei RiY&aH uo180!IN N 00a m 557i1flOSii .L Siva N m ll'3AO olvaine-sa-1VNO0aw Suldaaudu „A roe-,,,. s.PleuoOaW re,w.r .ea.ao R 4W 9 i ,o N g. 1^1 x 1 . 5.01X Z 2gw2 I- Y az "sus * ; p 2016A . igW S 3,-! 0.� f Z F 1r51t V. Efd0 '°,,,eW,A h us :(2. 1 i § 2 Vide Sig g l§ 5 11;v�8 $ ng t'"- o< R d (1€s yens a41118girI gym 8° g3 Q 400`a 8 �WW E a. O s a �" y $ $ o $$ $ $ OE Q J D c x$ ,'a b g N f R 3 2 W I b } � m m W 1 0 L- > in , a n % z Q 0_3 O w a cn C)6 G a-a 3-3 J-9QI6'X3 ZVI ra a-3 z, z, n 6 i 6 I- is "<9 ge S? 5 �_ � t < I SW 1__ li II SS °agmbl. ''1 iJI ILA - / � i o F / \�loommk � / L .2 5 / 4 1�� W Q3 E Sb o / 11§ vaVA ■ . /J r / 06 ao o N, =u e a, v a-o r. s? 4% ALL L ALL R • Nr �,6 _a 3-3 -6 AD AS/ 11,11::".0111111-11-_,: y 1 4 3J ®, ! I nilE ___ 1_— gin_ PARKING LOT ARROWS mu.NO mix onPmUMLCONNOA,OAltl1 e I Tr I I Ip. r'a sT• x t PC SHAFT ,, l._e. 0 sa• PH ARROW HEAD � ( ^ N 341< _1" SPECIAL UBEy el ROLL FgiWARD - PC REVERSIBLE CURVED �_D'.�}-r— DOABLE ARROW DIRECTIONAL ARROW SHAFT PTOp9TEtl For. PAC 1 PIECE ARROW DOUBLE ARROW ,_,/E.nc CAT aCOMLETS Tp.WOOL TOR • C AEClp L AUOU +u u I/T PILO.COICJTT TO.INDNG FOR TYPICAL PAVEMENT MARKING DETALS "'D"p"+L EOMER OST TYPICAL S.W.PGIfR POST EolMMrpN 1/Y IrC LLLrE Ep I,/Y PC SUM FOR OVUM LOOP O�CI011 TOM I I W E•-o•ro r-. z-a•To r-s• ��¢ NOES A Ta (///ll//////���II�I///���,,�,'���\\\�\\\Vl\\\ . LOOPMMY CONCUR LEES A.O WOUT LTN DETECTOR I— �I _ErnwA �a1MI a a d V WC.LW ALLLTITIIG. "‘:•:' i; G.CENTER VEHICLE DETECTOR LOOP N DOTE Tau I � LL c N H WC.WALL PG NOT R0001ROL11gNE. 1 I 4 m J S. NO STEEL FREW OR E ECnRGL WIRE)SM.i �• I i1DI ai O g m [7 USES.IIT,M Y OF LOOP. COMMIS CUM c C N 9 1 MGR Of L0.E-TMU WYE Z A a NITO IMP MANNFN,MRfm 1 ° D, DETECTORLOOPS TAT E ONE Of THE pEy RUIN OF 0M[-TMU LAIN DDAL. IE RR 1 8 H .., NTH Prepared By: A DETECTOR LOOP DETALS �+ a �P NOT TO SCALE A 0 00 B-DT WNDOW DEFECTOR LOOP A-SPEAKER DETECTOR LOOP R NOTE:All TEAT AND ARROW STALL i FN M`a PANTED TO MATp PEES TEO YELLOW • OM a foR � ® a A PANT®'DRIVE-TFWU'WITH ARROW DETAL ._ II mD. ,. 1 NOTE: 04 tg 6. Nam If I� i• A �� ill -TIRE'C WR0 M. •.:7 anfu[ ONL tiaor on¢Iai IX Ii• d i'r iw Mwn"nCOMR`OSPiPI'IP �'.IU f DiE Oe Df11CTM LOOP. 'iTlrOw Eli y • I '� ' O DOL. , Staxi rl�t �y� a .::1M. r rs o.0 LV ;lMYAN.7<a al Flu 6 0 I NE�.,,L. aEIE . A 3 �1•°IUNO CONCRETE ® b[fMrsiA I' III WAY — — ® — i — LMa FM WOO 0.76./00 ,,, o�_,��.�N. SLOPE CONfFCTE A LWO MR M'/Nt �'�'e1e4'tRr•'A'T�p,p NNM:dAR. i, y 0 ti.,An • Nil i1111 D m.�" NRMINNNR_TGN.,<DRD,R.OtETE P SEC C-G SHEET l4•�.aiiii -® ® "R'su"Tm uMAO'P''.D®'D,m mP'W0i wwJf'r0. • •, IDONS. �_ M�.1W1 Mm.A1Am® 6 giu:.L�Oyu,,=0. A Lose 0,0 .•WOE YELLOW PAINT STOVE ro SPAN ME _ WM - Cum EDGE Of THE ENTIRE W N IVE-TAR PATH_ — WE.ALL TEXT SHALL DE PANTED MI g 1 TO NATO.PRFS TES YELLOW A DONE TH U POWER DIAGRAM DT LOW VOLTAGE CONDUIT DIAGRAM b ip W dirk PANTED'THANC-YOU'DETAL •FOR 000sowNs of DRIYL-TROD LANE `� NOT TO SCALE NOT TO SCALE6 g 5 ,x CONCRETE PAD,SEE C-]SHEET FOR SPECIfICARONS. flr DRNE-THOU CONCRETE PAD DETAIL DT-3 W �J DRIVE-THRU DETAILS NS 11..w0N0 .. ,.-..,. LC 812-1967 0 SlIV13O(le1H1-3AI21Q 9ourIII'anoxJ olewle PL1.146IaH uo16uIIN N OOZ1 �_W t" s,.an zoun-+1rl,'"a•.or,.w ..z I ww-ew. e....,+w. •o e.n �I'3noa�o�V 4flR s.mvNoa�w— $Q,3saulSJ � 314121111 ,00lj POPNB..or LLL � J un ,..,,, sP o. leuodpW a.rrn r .e 0n331-13 J_ Q H W a D X 1 = L 4, g d 11 1I I'i!•' II 3 Ili f "° I i 9e 0 I .t a i .i W 3 I ',7".:: r i):-.-— , I i a-ba i 1 , uo, 0 !f a '.. .. 3 V,#. !, it f:_..1 ; + r p 2 di 1111. lit 4.1I ill g < - _— .' T�1 {I 7, .tt F t 's 'y = a y 3 [ , 0< g ■ min W E a@ a i t s i a 5 f W STRUCTURAL NOTES: 6 . DESIGN MIRES; •IBC 2012 •ASCE 7-10 •AASHTO'STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINARIES AND TRAFFIC SIGNALS,FIFTH EDITION,2009 •MCI 318-08 •AMC 13TH EDITION •AWS D1.1 JNJQQj9 SPFE.IFlCATIONS; ISNil SAKE 1W m 1.CONCRETE COMPRESSIVE STRENGTH(IN)SHALL BE A MINIMUM OF 3000pMi 7 i SHED BIB 2.ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 OR GRADE 55,AS NOTED,HOT DIP D -••- GALVANIZED PER ASTM F2329 n �.r7 Y-R' KALI IC(WITS 3.REINFORCING STEEL DOLL BE ASTIR A615 GRADE 60,SUPPLIED BY GENERAL CONTRACTOR ) 4.NUTS SHALL BE HEAVY HEX ASTM A5 ,HOT DP GALVANIZED PER ROTH/S A153 11 I II 1 I (WOWED) � � g 5.PLATE SHALL BE ASTM A36,HOT DIP GALVANIZED PER ROTA A153 II III II Fill �x4sx WMwxM IplPLECIDICH�E ry Assn vu>E F06 Fa:6.LOCK NUT SHALL BE HOT DP GALVANIZED PER ASTM A153 111 III III--IT �•�T-n tk I � GRA .m MR) t..- P(,nslII III II DM WN RATE rvn FODNDARDN DESIGN PARNAFORS; II III II H0ADA :a• n F (W�m A I.R.) I +��� � war(rxw1A[m7 I I • J 0.71110 1.ULTIMATE WIND SPEED=105 MPH I 1I1 TF.11111 NO W1a. �••� 55.NOT 2.MINIMUM REQUIRED SOIL PARAMETERS: § aruam�4dWN III F0 TES MY DT Y. 2 ���I T., 0-— OD OLARbo NOM R ED I ITU 111 •COHESM1E sons: 4j _� (steRm ar Mx y �JSUIil EL` lj -SHEAR STRENGTH.750 Ib./HI 1____L ) V, i ZRI,4 � A• WWEA In ,B -8'MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOILIII SO widen rani'PLATE I� Is1PA1.W 1N MINI N ?4 —� 7W •COHESIONLESS SOILS: 4, I Y Aw.IRAN I010D OCR II 1111 I HI II tKKMRs -ANGLE OF INTERN./FRICTION=27 DEGREES _1 II III: 1 Al II .32.� s I 7 -WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE FOUNDATION I J1111 AL 1 pm -6'MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL Y 7-o. 1W- i e •MINIMUM ALLOWABLE SOIL BEARING CAPACITY=3,000 Ibs/11• ANCHOR BO T eY0 n P AM VIEW ANCHOR B01 T OFWI Gyp I Tj F 4.PRIOR TO FABRICATION OF MATERIALS TO BE USED AT THIS SITE,THE GENERAL CONTRACTOR 9, 8 SHALL EMPLOY A SOILS TESTING AGENCY TO PREPARE A SRE SPECIFIC SOIL REPORT TO ()FOUNDATION SECTION ()fgNC R BOLT DETAILS CONNECTION DETAIL 2^m 5Z ESTABUSH THE SOIL PARAMETERS NOTED ABOVE.IF THE MINIMUM PARAMETERS ARE NOT MET, A }/q'.1'-0" B , 7�OQ ©1•.1'-0• KN THIS DESIGN SHALL NOT BE USED. o 5.ALL EXCAVATIONS SHALL BE INSPECTED BY A SOILS TESTING AGENCY TO VERIFY THE SITE 8 SOIL COMMONS MEET OR EXCEEDED THE PARAMETERS LISTED ABOVE BEFORE THIS DESIGN IS USED. B.THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS AND DESIGN WIND SPEED FOR THE UNIT TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUM DESIGN ODMB MENU BOARD FOUNDATION LOADS HAVE NOT BEEN EXCEEDED.THIS FOUNDATION DESIGN SHALL NOT BE USED IF THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED. 7.THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE CLOSER THAN NH F FROM A RETAINING WALL 8.THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE THE GROUND SLOPE EXCEEDS 4 INCHES PER FOOT. PYWpond By. GENERA NOTES' 1.PIER DEPTHS SHOWN ARE REQUIRED MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS iE9 DETERMINED BY LOCAL JURISDICTION. 9e 2.TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. CI ill 1 3.TOP 6'OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS.(EMBEDMENT DEPTHS SHOWN ARE PORNO GRAZE). 4.PROVIDE 3'MINIMUM CONCRETE CO ER TO REINFORCING BARS,UNLESS NOTED OTHERWISE. 5.ALL REINFORCING BY GENERAL CONTRACTOR. B.ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT ANO ELECTRICAL31 REQUIREMENTS. IP SLOPE s r4 g DADA cc:�v.lx�i"1s pF 17N Z 7 FIN119 TIAY41 NCILM M1FA "RRTE VOSIER }� 1Ly (wu4 n MRJSUR TOP 10 n MITI-IW4(2 H5) 1 11 111 I IIPALT Np IFJLUx4 �� n F (AWPM BI PM) I ii 1 I n I I� _ �,' � (Nwwem) II I MOAN.n... Ti III J�N n6 W,:•,rvlvur. Eli.......)C /l wt.,-,....at,- I _.• ` •" caxWAnpA. I II 1'I II v--1 w 4ddu 1�] �1E _ I11 p� �a,..� mV I _� ULIPAEIm m MRl I�YLF- A__ fr -� Wm TOP Yu'AY r+.NF -,RIP AT I (AIMED LA LAM.) E7OIRFc II(v1/22 Y w.COVEN WALED KG ,7 II III I I AI II FIN nun Am II IN i HI II I _1 JIII.1 AL 1 4 N r-e. 1 ANCHOR BOLT LAYOUT PLAN VIEW ANCHOR BOLT DETAIL A S a i F ie ®FOUNDATION SECTION B C}1QQR BOLT DETAILS ©CONNECTION DETAIL p • ° 9 SSD-1 2 DIGITAL PRE-BROWSE BOARD FOUNDATION Lc m-Taww I W STRUCTURAL NOTES: a DESIGN COMM; •IBC 2012 •ASCE 7-10 •AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES AND TRAFFIC SIGNALS,FIFTH EDITION,2009 •ACI 318-08 •NSC 13TH EDITION •AWS 01.1 R m 1 PRO;ATOM-\ III MATERIAL SPECIFICATIONS' \ 1.CONCRETE COMPRESSIVE STRENGTH(To)SHALL BE A MINIMUM OF 3000pli h,y 2.ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 OR GRADE 55,AS NOTED.HOT DIP '$[ - GALVANIZED PER ASTM F2329 II 111 II i®� 3.REINFORCING STEEL SHALL BE ASTM A615 GRADE 60,SUPPUED BY GENERA.CONTRACTOR III 111 III 71 4.NUTS SHALL BE HEAVY HEX ASTM A563,HOT DIP GALVANIZED PER ASTM A153 TH in IHE.mi Evw NO r, 5.PLATE SHALL BE AMR 436,HOT DIP GALVANIZED PER ASTM A153 III III 11 I _Prepared For. 6.LOCK NUT SHNL BE HOT DIP GALVANIZED PER ASIY A153 II 11141 1 �i � n�m1 IN as�pwF FOUNDATION DESIGN PARAMETERS: SUPAD[o er caoA I T1I ►Ij 'S�P MS Or nor. r IASSIERS Ix�rr x[.WAND y p m WM Lc. r 1.ULRMATE WIND SPEED=105 MPH ' 4—41. m1nce m A New®1 I I CoxMAra1. a 1 2.MINIMUM REQUIRED SOIL PARAMETERS: II III 111 - _ III _. •COHESNE SOILS: S-=A=-�� x.mwE b.Mm V' _ ,aA•a_ yya -SHEAR STRENGTH.750 Iba/R• f — IIIy p yNy �� �R AIOSOR�po � x a I�1�y _ -6'MAXIMUM TIEPIN OF DISTURBED SOIL OR TOP SOIL I I' (WM y y m. 1 1• I' 11 LLL I I •COHESIONLESS SOILS: I R- TT TTT?T •'I ii r �WED mP m II„•Nr„II WI 2 -ANGLE OF INTERNAL FRICTION=27 DEGREES RID WATER s -WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE FOUNDATION V' I I MIEWD Rid PMrt '. II 11 III 11 II ma3-I Igg xNB 1' II III II vm� 6'MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL 1 —1 \ H I I III I II s •MINIMUM ALLOWABLE SOIL BEARING CAPACITY=3,000 IVY/1l' X,_a. lml I M' I i'� 1 Tj 8 4.PRIOR TO FABRICATION OF MATERIALS TO BE USED AT THIS SIZE.THE GENERAL CONTRACTOR / ANCHOR BOLT LAYOUT PLAN VIEW ANCHOR BM T DFTNI �'�p � SHALL EMPLOY A SOILS TESTING AGENCY TO PREPARE A STE SPECIFIC SOIL REPORT TO Z.-m` ESTABLISH THE SOIL PARAMETERS NOTED ABOVE.IF THE MINIMUM PARAMETERS ARE NOT MET. ®FOUNDATION SECTION ®I NCNQR BOLT DETAILS CONNECTION DETAIL ^a R THIS DESIGN SHALL NOT BE USED. `:/ 5.ALL EXCAVATIONS SMALL BE INSPECTED BY A SOILS TESTING AGENCY TO VERIFY THE SITE ' ' 1 1 0 ©CONNECTION O SOIL CDNOTTONS MEET OR EXCEEDED THE PARAMETERS LASTED ABOVE BEFORE THIS DESIGN IS USED. 8.THE ENGINEER OF RECORD SHALL REVIEW THE MILIIMUM BASE REACTIONS AND DESIGN WIND DOUBLE WELCOME POINT GATEWAY FOUNDATION SPEED FOR THE UNIT TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUM DESIGN LOADS RAVE NOT BEEN EXCEEDED.THIS FOUNDATION DESIGN SHALL NOT BE USED IF THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED. 7.THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE CLOSER THAN 8R 8 FROM A RETAINING WALL. 8.THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATORS WHERE THE GROUND SLOPE EXCEEDS 4 INCHES PER FOOT. Prpond By. CEHFRA NOTFS; 1.PIER DEPTHS SHOWN ARE REQUIRED MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. $ 2.TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. ea li222g I C 3.TOP 6'OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS.(EMBEDMENT DEPTHS 7 SHOWN ARE FORM GRADE). 4.PROVIDE 3'MINIMUM CONCRETE COVER TO RENFORCING BARS,UNLESS NOTED OTHERWISE. �® _ CL OVI 5.ALL RDNFORCING BY GENERAL CONTRACTOR. 6.ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDOR AND ELECTRICAL REQUIREMENTS. IA1 B SAO SAM MP TO a b I ��,:� 0 44 it-milNE..MR V ®LEA III 111 III �. N Ma a or mop, i7 (SUPPLIED rxSEDn, c Kamm FmonsEibiN .�a,ravu. 1 1 I )R ' . THROWN PLATE „I I, -��� NEWS• wI Icuwuol ALVEmro c. 111 .....V.),../1 III ITT SNO WATER Li. MPP1.IYQF . III III DIPPED DAANIRED R. II III ( . Fp5 13Dl Z?IAI '—% Mi:ani: `nn CANARD NI) II III II MC I >, INOLO I Mud DTI IIII NF TII a_ I —1 II II III II II a a a a i I'-^• xmx¢oI e § fl i i i II b k L q¢ ANCHOR BOLT LAYOUT PLAN VIEW ANCHOR BO T DFLNI W NA y pp I ®FOUNDATION SECTION (ANC}19R BOLT DETAILS @CONNECTION DETAIL B a SSD-2 DRIVE-THRU SPRINGBOARD CANOPY FOUNDATION LC*12-1987 0 5 EXHIBIT C Minutes from the July 6, 2022 Planning&Zoning Commission McDonald's Restaurant 1200 Arlington Heights Road 07/6/2022 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 6, 2022 Call to Order The meeting was called to order at 7:30 PM by Chairman Frank Cesario Public Hearinqs/Items For Consideration 1. Consider a Petition for an Amendment to the Preliminary Plan Approval, a Special Use and Sign Variation to Allow the Installation of a Second Drive-Through Lane with Two Menu Boards in Each Lane for the McDonalds Restaurant Located at 1200 Arlington Heights Road. (Trustee Johnson) (Staff Contact: Kelly Purvis) Ms. Purvis, Deputy Director of Community Development,provided background on the SUP and sign variation for a second drive through and two menu boards, along with a landscape plan at 1200 Arlington Heights Road. Mr. Olson provided additional background regarding the SUP and sign variation for a second drive through lane and two menu boards.Additionally, he reviewed the reasons for the update to the site. Corn. Weinstein asked if they are able to accommodate the 4 drive lines with the existing space. Mr. Olson said yes. Com. Weinstein asked if they are aware of the conditions outlined in the staff report. Mr. Olso said yes. Chairperson Cesario asked if neighbors have called regarding the subject property. Ms. Purvis said one, but it was just an inquiry and not a complaint. Com. Moodhe asked how they got so far in the process. Ms. Purvis provided an explanation to Commissioner Moodhe. Corn. Moodhe asked if their was a hearing for the second menu board in the past. 07/6/2022 Ms. Purvis said she could not find any in their records. Chairperson Cesario said it looks like an improvement to the establishment and appreciates that the signage size is modest. The Village Staff Report was entered as exhibit one. The slide deck staff presentation was entered as exhibit two. The Public Hearing closed at 7:44. Com. Weinstein made a motion to recommend approval for an amendment to the Preliminary Plan approved by Ordinance No. 98-15, a Special Use for the addition of a second drive-through lane, and a Variation to Section 14.16 of the Sign Code pertaining to the maximum number of menu boards allowed per drive-through lane for the proposed improvements on the property at 1200 Arlington Heights Road,subject to the following conditions: 1. The proposed development shall be developed in substantial conformance to the plans attached. 2. The Petitioner shall comply with all applicable Village codes, regulations, and policies. 3. Any directional or incidental sign added to the sign package provided shall be reviewed administratively by staff. 4. The special use is granted to McDonald's USA LLC and said special use does not run with the land. 5. The special use granted may be assignable to subsequent petitioners seeking assignment of this special use as follows: a. Upon application of a petition seeking assignment of this special use, the Village of Buffalo Grove, in their sole discretion, may approve the assignment administratively, or may refer it to the Planning&Zoning Commission and/or the Village Board for a public hearing. b. Such assignment shall be valid only upon the written approval of the Village of Buffalo Grove granting said assignment, which may be granted or denied for any reason. Com. Moodhe seconded the motion. Corn. Spunt spoke in favor of the motion. 07/6/2022 RESULT: RECOMMENDATION TO APPROVE [UNANIMOUS] Next: 7/18/2022 7:30 PM AYES: Moodhe, Spunt, Cesario, Khan, Weinstein, Davis ABSENT: Amy Au, Kevin Richards, Neil Worlikar Regular Meeting Other Matters for Discussion Approval of Minutes 1. Planning and Zoning Commission - Regular Meeting - Jun 15, 2022 7:30 PM RESULT: ACCEPTED [5 TO 0] AYES: Moodhe, Spunt, Cesario, Weinstein, Davis ABSTAIN: Zill Khan ABSENT: Amy Au, Kevin Richards, Neil Worlikar Chairman's Report Committee and Liaison Reports Chairperson Cesario read an email from Com. Richards, which outlined the Village Board meeting he attended. Staff Report/Future Agenda Schedule Ms. Purvis provided the Commission with future agenda items. Public Comments and Questions Adjournment The meeting was adjourned at 7:48 PM Action Items Chris Stilling APPROVED BY ME THIS 6th DAY OF July , 2022