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Packet for BZA 07-22-19
v' �, Li Li , Take 5 Oil Change Jut. .0 92C1 Docket No. 19060009 V: UDO Section 3.95.F & Docket No. 19060010 V: UDO Section 3.99 9799 N Michigan Rd. Carmel, Indiana 46032 July 22, 2019 Board of Zoning Appeals Applicant: Baldwin Capital Partners 574-612-9998 )1111 q i ier 4 kp Ilk @,0,1".. 44 (c),,,44kir , il jtall TM TABLE OF CONTENTS 1. Project Description 2. Statements of Variance Requests and Support 3. Location Map 4. Site Plan with Aerial Photograph 5. Engineering Site Plan 6. Landscape Plan 7. Architectural Elevations 8. Architectural Floor Plan 9. Signage Plan 10. Ballot Sheet 11. Findings of Fact Form Project Description The applicant is seeking approval for a new 1,500 sq. ft.Take 5 Oil Change (Take 5) center at 9799 N Michigan Rd.The Take 5 center will be located on the Southeast corner of N Michigan Rd. and 98th St.The tax parcel ID# is 17-13-07-04-02-001.000. The property in question is currently a 1,000 sq. ft. office building and is the last residentially zoned parcel along US 421.The parcel is in the process of being rezoned to B-3 commercial. The requests for the two variances from the development standards are fully detailed in this submittal. We have been in communication with the DOCS Staff and Carmel Engineering prior to the Board of Zoning Appeals hearing to identify and address all departments' comments. Respectfully, J Elliot Smith, CPA Statements of Variance Requests and Support Stacking—3.95.F: Request-The site plan calls for stacking of the drive-thru lanes along 98th St. Because the site is on a corner(N Michigan Rd &98`h St), the North and West sides of the parcel are considered the front yards. Per Section 3.95F, lines for drive-thru facilities shall not be permitted along the front and sides of structures.A variance is requested to allow for the drive thru lanes to stack along 98th St. Support-The approval of this variance request will NOT be injurious to the public health and will have no adverse impact to adjacent property owners. As the site is located on a corner, according to the Ordinance, it has two front yards,two side yards and no back yards. Therefore, developing a site plan where the stacking of drive-thru lanes is confined to the rear of a parcel is not technically possible. The current site plan calls for the stacking of the drive-thru lanes along 98th St. towards the East side of the property and away from Michigan Rd, which is the more heavily trafficked of the two.Therefore, the site plan complies as closely with the intent of the Ordinance as possible. Minimum Gross Floor Area—3.99A: Request-The Principal building is designed to be 1,500 sq. ft. Per Section 3.99A,the minimum gross floor area of the principal building along the US 421 Overlay District is 2,500 sq.ft. A variance is requested to allow for the development of a 1,500 sq. ft. principal building. Support-The approval of this variance request will NOT be injurious to the public health and will have no adverse impact to adjacent property owners. Given the size of the Property(0.66 acres with 100 ft. of frontage on N Michigan Rd.), constructing a 2,500 sq. ft. building on the parcel while still meeting other requirements of the Ordinance, such as setbacks, buffer yards, greenbelts, parking, driveways, and drainage, would be extremely difficult; if not impossible. Ad joiner Notification Map 001.001 \ 012 I•• . • . ! : ! • ! ! 002.001 001 027 028 *0 022 024 1112 010 44 g91 Ng1 026 TqM 023 025 or001�020 007 94C 024 0 002 019 `� 7, 011 008 023 m 018 ,N 99SN 5t y�c+ 022 017 006 002 /30 016 �1 021 003 ! 5 �o 020 004 009 `0' 018 019 005 040 004 �tt 006 atre 003 017 �pt��c 007 016 015014042.00:: IiiiiiiiiiiIIIIII 002 009 00 013 o 009 0 82 0- !!1 042 p 012 011 010 fr42.002 001.001 019 008 042.003 I e 005 006 005 009 010 0 1 012 013 018 017 042 104 004 , W 98TH ST 033 042 �3 W 9a1N gt 001 002 003 004 005 006 007 !08 009 010 011 0� 044 1019 030 pom027018017016 015 0 033.001 046 024 023 022 021 13 159. 1 047 , W 91I st 002 033.101 058.011 025 001 w 056.002 E 006 007 008 0o 005 002ihill ,� 001 003 002 003 004 ii'R"01 038 " 036 o 159.00. 058 056 003 017 016 015 014 013 0; 023 022 021 001 018 Apo 037 053.001 059 054 Q5 S 42 p W 96TH ST W 96TH ST W 96TH ST W 96TH ST Legend N Notify Subject _ Buffer(If Applicable) 0 0 50' 100' SCALE: 1"=50' it t `r >xy57 ,, €:, p$" 8TN oW� 5opooc ri„.. >_ „, a ,,.., 0., __,..., ___ , ,,, ,., .. , . _____ . „, . 0, ___ til �{ iglu« alb, , a Z c)h9 OD -a-- ..,...,, ". r d k ''4 a PLAN DATE: PROJECT: 7/3/2019 TAKE 5 DESIGN: CHECK: DRAWN: AF AF KG QUICK LUBE PROJECT N0. Fritz Engineering 1904001 Services, LLC PROJECT LOCATION: SHEET NAME 9799 MICHIGAN RD. 14020 Mississinewa Drive SITE LAYOUT PLAN CARMEL, INDIANA 46032 Carmel, Indiana 46033 HAMILTON COUNTY P. 317.324.8695 F: 317.324.8717 SHEET NO. SP-201 SECTION,TOWNSHIP,RANGE: www.Fritz-Eng.com S7, T17N, R3E Isl : Fritz Engineering umars,uc oKML..I..AODAI P.]RT32180)5 F.317 314 819 L wow EnRfry.con KEY NOTES:@.. p CONCRETE CURB Al N.,DUTY ASPHALT ism v- i Ow,KM� ,GUTTER ..Wn • ,...0111111103 A,. .•" .µµ 1" t o A P. M.M A3 __. 4 Cli*3 `ts; 0 iii . .•,...... (\Iwo _ , a NO:'''''''''''' ' 1.../...'......t. ''rej,...ir--.0.14,,,oit. 1 ,,i ._,..„„04,,,:e-- *,,,,,-_ 4weo- --- ......_--- \\„,„:„..._, ...... . ._.... Np3o1 p2,.,22�'I,.\ _a1Fi3+�\\4 © ok GNG NC* -1ll�Il.,`,©� o el \ Ni \ ` J CO 00, CARMEL ENGINEERING DE PT.NOTE NOTE NG., TAKE 5 ALL PAVING WITHIN THE*DUSTING AM PROPOSED CITY RWHT#-WAY SHALL CONFORM TO THE REFER TO AROIITECTLRAL S QUICK LU BE . REOJREMSNTS OF THE DEPARTMENT OF ENGINEERING.THE CONTHMEETING TO CONTACT THE FOUNDATION PLANS FOR ALL DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE BUILDING OMENSCNS DEPARTMENTS CONSTRUCTION REQUIREMENTS STAFF NOTIFICATION REQUIREMENTS.REQUIRED SIDEWALK INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE 9799 M HIIAAN RD, DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-CWAY ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC CARMEL,INDIANA 46032 DRIVEWAY ENTRANCE SAW CUT NOTE CITY OF CA MELANEVORRNWT STANDARD is OUiO HAMILtoNcouNly BOTH DRIVEWAY ENTRANCE OFF OFBBTH ST WALL IenRTa REQUIRE SAW OUTS PER CITY OF CARMEL STANDARDS S7 1I 7N,R3E ALL CURB CUTS MUST BE SAW CUT TO THE NEAREST JOINT PAST THE REWIRED LIMITS OF THE CURB REMOvAL NOTE l .424 CONSTRUCTION ALL CONCRETE PARE HOOTS SHALL BE CONTINUOUS AGING RUBBER 333 E.175TH ST GASKET CONFORMING TO ABTA C 149 WESTFELO,NOWA MOW 181 OF VERTICAL SEPARATION MUST ITS THE BE MAINTAINED FOR ALL UTILITY CROSSINGS LAW" REFER TO ARCHITECTURAL A Ll'1W RIYMF W NDATION PLANS FOR ALL BUILDING DIMENSIONS o SN82019 NO EARTH QSTURBING ACTIVITY MAY COMMENCE 81 1 Ai I0 I sum WITHOUT ES APPROVED STORM WATER MANAGEMEM ` IP' NN PERMIT NNW. 1904001 ww Know what below. w SITE RAN Call before you dig P C201. DEEM R YA,IMNB rs Y 1 6. Foltz EngineeringSeM IBM.. ,LLC• y� iCRmR ROOOM GENERAL NOTES P.TIT W.F. F317 OFV7 ,m sr ourromoco wNrArEE,a mm I... PUNT MATERIAL SHALL BE SELECTED AND INSTALLED TO COMPLY WITH THE FOLLO WNG RE W IMMENTS: O �� I. LANDS MATERIALS SELF SHALL BE APPROPRIATE TO LOCAL GROWING • / • COWITIO,E AND FOLLOW THE GUDENES SET BY THE AMERICAN STANDARD FOR NURSERY STOCK..ANSI 1 ,wRU1}1510 � � TeD.1 1CURREN1 EDITION)AMERICAN ASSOCIATION OF NURSERYMEN NC Y>~a �/ . EFEST.wTORETNx 2 All PUNTS SHALL BE OF SPECIMEN QUALITY,SUPERIOR FORM,HEALTHY,VIGOROUS,WELL BRANCHED, . , eNrwFrrw• ��\ I DENTEIv FOLIATED WHEN N lfwf.TREE OF DISEASE AND INSECTS FOGS OR URVAF AND SHALL HAVE ��••`,��► FUAEVELOPO ROOT SYSTEMS.NAND SHAD BE FREE FROM DAMAGE OR COro0D16,HATwWID �,R.`•, P,. ►� ,fir PREVENT NORMAL GROWTH. e/`,]R,,`- t� A•—•I�%�p�a i\ O, ; 3.ALL PLANTING MATERNl SHALL BEN ACCORDANCE W.THE MOST CURRENT PUBLICATION OF THE *".'R m % 1► -:.... , i ?°\ �- q;4 £ �MNICAN STANDARD FOIE NURSERY STOCK AE PRODUCED BY TIE AMERR:AN NATIONAL STANDARDS ,�`�F YY,` �� • y{ \ p+•S Nsy, INSTITUTE INC. a MEE,TREES AND SHADE IRE.ALL STREET TRH AFT SHADE TREES AT THE TIME a PUNTING SHALL /. ,p � Ly,� l� yy��:::.�•:r HAVE MNMON C.F.OF TWO AND OSEMALF TUT RICHES WHEN MEASURED FROM SMMI04.6 --- gaa..a.,..•t6. ►• `O{l •.�l:°J:'JJ.''X•.".l••:.3f' \ ''',�, MOVE OROVro LEYEL s"`;• 't Fwrr`Of•3y`:::::•, ••�:.: .• �• \ . `b� b. ORUMENTAL TREES:ALL ORNAMENTAL TREES AT THE TIME OF PUNING SHALL HAVE A MNMUM gFrMR �• ' C(t/T::..' ••s9p'Mj`. ... Y'::(.': . COVER OF ONE AND OFENALF n.S)INCHES WHEN MEASURED FROM TT 1a INCHES ABOVE GROUND (ice/� / \Il .•-•%•:...W�.aR'.•.',: •r/•` O. LLVR. .•ate •B• �� o'SrM • \\•.•.'•.'.•.•.•••••••..•T,f` �% I': EVERGREEN TREES:ALL EVERGREEN-FREES AT THE TIME OF PUNTING SHALL HAVE AAwMUM HEIGHT OF y'y.F. •3 �G. c. • �oATa.c,.,.ne •• � ' •fFx \`i°�Jf 'j��y,p..�Bgn"- Tj d IERx:All DfCOVOVSAM EVERGREEN SHRV65 AT THE TIME OFPUMNG SHALL XAVEA WELT*R MUM MEC.OFEGHTEENI BI NCHES.ND\ V.10.1' n\ LANDSCAPE PUN. .� w •Bm • 4.IRRIGATION SYSTEMS SHALL NOT BE METALLED.THE CRY OWNED RIGN1 OR-WAY WITHOUT APPROVAL BY 10010 III I' '���'', / gxApgBepx FENCE THE BOARD OF PUBLIC WORKS.THE CRY DOES NOT ASSUME RESPONSIBILITY FOR ANY DAMAGE INCURRED LINT. IBIOYBh 1•\�. _/_ 1 _ _ STEM THAT E CAUSED BY WORK BEING PERFORMED IN THESE AREAS. 1�1' i\. a° r CEO / TO AN IRNPEaMUTEO IRRIGATOR sr W 7 \ bV�!;=a R� O3� SHALL BE THE RESPONSIBILITY OF THE OWNERS Aro THEW AGENTS TO INSURE PROPER MAINTENANCE OF '1•p7- "is ,t\�*� • R..N 6:.. P pY�S Ge. ''I' 'Q\ / ./ \RE ORET,H ALL IRHS.SHMUBBERY ArvD OwER LnroSCAP.G APPROVED AS PART OF THE DEVELOPMENT PLAN/ADJ 1Ap3'0 '� °• S Ho % .EA R.LEA..RELNx UNS.THIS SHOULD CONSIST OF WATERING.FERTILIZING.PROPER MULCHING,CLEARING OF DEBRIS AND ./ ,•r G �T �1� WEEDS.MONITORING OR PESTS AND DISEASE MOWING.PRUNING.THE REMOVAL AND ITALY �C� OM BVTL corcxgRr,o mum REPLACEMENT OF DEAD.HAZARDOUS OR DYING PIA...EATING FOR DISEASE OR NORM,OR ANY \ a / �9• ,yU .LAM ACTIN WHICH PROMOTES GROWTH HEALTH BEAUTY AND THE LIFE OF TREES.SHIMS.TURF • -Z c+ N .�`�e� M �I A 288' •" AND BRIER PUNKS. i /�� , .;r'x ►/ 569 p50 RP„e1VPLETOMeow PLANT MATERIAL CALCULATIONS TABLE 1 =� T \` J ZONNGDABOIF TON S op.R ,.\.,/ a. •s'•• TUD a1•+�,A�A p CITY OF CARMEL� SITE IS ZONED SI m •.•:` /,� xxaa \ Ea...d eYSEE ta\3 TIi0R000HFARE OVERUv REQUNED PROVIDED DISTRCT.US Dt 30 HIDE GREENBELT 30 ACE GREENBELT :.”..,_. yw,.N.a nxopmTr io aowx 3 E NTAL 305HRLBg 34MDE.1 ORNAMENTAL.IWSYOI PER IEN LF SHRUBS ER107\EA BUFFER YARD(NORTH. TYPE A I'WMIVLA SLACE.1 A SHADE I ORNAMENTAL Fuca..FExcE SOUTH) ORNAMENTAL.20•SHRUBS PER 100 LF FENCE ENCE TYPEan/SHADE 3 ORNAMENTAL,25 EAISTINGVEGETATNE BUFFER YARD(EAST/ SHRUBS PER 100 LE SCREEN.IO SHRUBS • ER NICE,SHRUBS,ORNAMENTAL GRASS. PHHRUBS.ORNAMENTAL / BULD.FOLNDATION GROUNOCOYEIR GRASS.GROUNOCOVER /F at. ND PANNING LOT INTERIOR RIWG NE,COLT APPLES TO PA LOTS WA TAKE 5 NTH 10 SPACES OR YORE QUICK LUBE• E OVER PARKING LOT PERIMETER SEE OVERLAY ZO AND NORTWSOUTH e.V.,SUY ZONEIXIT,, MII.6N.moOVERLAYNE BUFFERYARO BUPPERrnRO 97%MICHIGAN RD. CAMEL,INDIANA 46032 • HAMILTON COUNTY MONSTER SCREENING NM SEE ARCM PLANS h3pLTORw • B7,TI T1 7N,R3E NOTE:ALL NAM MATERIAL TO MATCH THE CURRENT CITY OF CARREL MONUMENT SIGN WA WA SE APPROVED PUNT MATERIAL LIST RAMTNa.nNaN. SYMBOL LEGEND pare JRF CONSTRUCTION DAleij__Wonted Nerve _. _ Canteen Rene co)FIfMn s [Comment. c.v.TREE 04 213 E ITSTH ST 0* NESTFELD,AGANA 46014 CO YTM4 m OR.A<x1u TREE `^� ��,t `� 5 ITEaloMntoEO'STBI•IMSEVMY OTMNIOSRverLilden BM1 .D3 CO. For , - "IT'S THE 1 Ben2o mom River Nth IB Oct Ctwro For EoaeNo Fee elm OlnnnleRM Trees ow1Y,EETN.RABMBRENNEIQ ,U• MaBR ICerce caladenw eeadd ,el I.T Ca. Shot hunk1 Deckle..SWIM 5/162018 20 Rbetabnlm'Green mound Green Mound Abk.&CUeml Cont. 1f Ep pl Fa • a,euR OO 81' l at.ees. !OM. IMet 10 Hvbp n Y'gea aboscou•Annabe Annabel M'dW mo Cont. 2f Fa m penspiq see 31 folCeTyeo Oadeni_Slue riser Dread Fotnegb Cont. 24. TO,spmiq see plm womdoo..... I I .i 1904001 oNle,rlanBS war .erocel urn aopec wanes'0loneh Nowt Fount lGlass Cont. If Fa S,N,F tpacro tee elm EA TRW u PLANKnO what's below. eon_ 21 Y 3L BOI foersll R'f col her Reed G,00 Cbnapod''ItocoNioa COBB. IF Fam pl tpiq see m hrerSab• • all ewoyou dig.EYwm �n Is A l$a0/m'ATITav1Io,' AURIunn Joy Slaxcmp Cont. II ial0ati,awolm eoest nonAAApae r.::•I R C „ _ L101 ,i' TOVVAIMOV twasoaame 0 \ 0,,,,,,,,,,,F.F.E., / BOIMMIO ' , '\• ...L.E.EAL A.AdA.A.Aco \ / I— /PAIAMVAL 4AV.C.A. inf..GALA WI MOM\ LIJ U) A•19,01010A 11.1 PdIA,'CAPA,A , I) / AN.tO MAMA \ CD Eng AMEAKA00 tl. , Z ,-- . Kamm® < • --. ;N____ =1111111111 .1 .2. iminm , 4come a <• 1 CL< M. • , 1 I m sammeistr,D IN •—,z<,c ( —Z U' +VD MIR 0 I 7 : - '17-73 01.10 AC,..APC WO _ ,_,......-.------.1111.111•110 UJ.. .2 -.:,, U U U ,........c, <0.,......Mr ...... ACCOMIN I _ 1--633, _ 1.01.0Vi A LEADER.A0 1 ova...c.. _ --- It A 719,AA-APO 'Af,' ' -_,,,,,,, .__ .•.!atri•-,;.„-Z-2.7 Prytm .,..._. .-- ______ ..._.....___ _______ .v,.. EAST ELEVATION ----Li) --.. .. NORTH ELEVATION :III 5 r.,1.1. 1 ASV r Aff0310400001—A-C- 01, '..,1,..; EAS ,V 0 IOWA BenTeq--. _ . ' -'- .9 KACAMIACA 'AS . I g0 gff g I0114,0A- ...7 INNIONNI in '11t1 I .:-. IC muccorrars C2)--s\ oromeet r,; .7---- memocoaaroencom\ ` 1 / __,_ , , /----();/71.11■111:0. 001/11.01401I),H1011016.1 ......- / i s 1211fia ..- OIL - MCA,f,rtrA _1 BRocvegatO lif.WAIES , , ALM"VA0 /111, IN El:=11-eaav__:: I I. ii t ,..., , ._ ,. - ......TPRflionifOr........ '--.7, 11; ,,,,,-111.01•LIWAIli , i 111111. :. .. 4--,—.1. El 77iimmin LW \_PICOMIIIIIMIIII —=MEM:..1 WEST ELEVATION ICOMII0304 SOUTH ELEVATION .ir FLF.ATAIN ..., EXTERIOR FINISH SCHEDULE I .,..rowwoopons I 'as. VitC.9 AC CCCR5 )4 V AAAL TV• TOM 5211. — -- 0. AlS5 riff glAPATAVA. aff:=13:12=AF1A OMR: i MLA FES PE.ENT•44 54 J,-02 2019 Ma MD 0110F 411‘1F0 BY MIMIC, i t]ClUtormumic 0 In ACCINT IWO MO OZIPOI - I ...9,CO.C.MA con.cram .) MO t 1,10SYNTTRa Lea 0 CMCCIENIME mom ous - D.I.. ( atom COLM 4.00,ST(COO 114.8P POW.410 ' A-20I I ....,_. OPERATIONAL NOTES: CLASS 1 UQUIDS ARE NOT STORED N TAKE 5 BUILDINGS. CLASS IIIB LIQUID(MOTOR OIL)IS STORED IN THE BACK ROOM AREA FLOOR PLAN WIRE SHAVING: WHICH IS VEMBATE DAS REQUIRED.SEE MECHANICAL SHEETS. 1?WIRE SHELVING TO BE'CLOSETMAID- 1/4"=1'-0" SUPERSUD€OR EQUAL,ON ADJUSTABLE NO LIQUIDS ARE STORED N THE LUBE TRENCHES MOUNT HARDWARE WI VERT.STANDARDS 0 ® AT 24'O.C.MAX SPACING, VEHICLES ARE OPERATED ONLY FOR THE DURATION OF MOVING OEM MI INTO AND OUT OF THE BUILDING. _--- ® f CONC.APRON,STAIN BLACK,/ 18'WIRESHAVINGTONE'CLOSE"TAVJD- 52'-4�' COMM�'PLANS MAX LOAD'OR EQUAL,ON HEAVYDUTY , --- i 'MAX LOAD'ADJUSTABLE MOUNT 4'-6 10'-1' 3'-6' , IC-I' , 3'-6' , 10.-1' 10'-71' HARDWARE WI VERT STANDARDS AT 24' O.C.MAX SPACING. Allh /4 PPE 8'0 FIFE re PPE ma PIPE ® r ... BOLIMDS ENTRY BOLLARDS ENTRY BOLLARDS ENTRY BOLLARDS 2'-41' B'-23' © CLOSET ROD TO BE'CLOSETMAID'EPDXY 1 BP. TYP.-��e TYP.�� TYP. COATED STEEL SUPER SLIDES TS TOWI CORNER RQUALDER BAR SlA'PORTS TO BE O4 MS. I 0 HEAVY DUTY METAL'J'BRACKETS.PROVIDE .. c 1 :::,. T :.�::n_ - _ A CLOSET ROD END CAPS AT EACH END. td 1 a INS (J �� --r �° O O I I O TOILf`T RM. ALL FINISHES TO BE BRUSHED CHROME IS.gI *ELVES I 1 ,�► 110 `S4T !t PLATFORM ABOVE N 3 6 SUB AT OIL RIME REF. 1 �---4 rt B BENCH NASAL (2)COATS OF EPDXY AT WALLS TAKANEA � NI11�A •-,\ i I , - •i AND FLOOR OF TRENCHES. i Ap KIT 1 SERVICE BAY #3 SERVICE BAY#2 SERVICE BAY#1 FBI 1 1 n..i��_ AR p RUST-0LEUAI2-P RT EPDXY 9'-' I3'-7' 13'-7' 7•_6• II : MI_ ,COIPRESSOR S600 SYSTBL COLOR NAVY STUB { ( , GRAY • • I I SrX2E'LR AY :I 4 PVC UP PVG ; ` 1 1 A a sw1�r■'i'LL- O'-0'AFF �I FAR SEE 141 // NOSE 1 9'dA - QL I / LEVEL RC MD GRAN wzm 1 PVC. \ ��I/ PANS TO BE FRONDED BY G.C.. al- \• • WSIIST G.C.N TO COORDINATE • ___�_: I. i� 7. ,\ 1I1I BF;&p 7 MAMFACTLIREOFPIrRALS 2< J I AND TO CONTACT Si .i ''-0' — 1 -- ''-0' -- - ''-0' — \DOTS", (3)14'WALE RACK SHELVES- — c Alrilli MANUFACTURER OF OIL DRAM L_ _r J _'T L__ _ _ PANS ANDS SCHEDULE DELIVERY. n�i r r �— _�——L WORK ——— —�—— WORK I- —�( ——,— �� ABOVECOMPRESSOR•MOUNT TACTILE •1.. N VW G.C.IS TO TAKE DELIVERY AND I I ,STATION 3r ,STATION Z• I WEo^E4 I4 o.0 VENT Off "' NSTMLFPAME6 AND ROLLING 1 —MIMES o - - ,c PANSPRIORTO SUBSTANTIAL • In K 1 -m -m useo au ustti al :: LEIER OIL DRAIN PAN MANUFACTURER °3.so °m use 0, '3' CONTACT INFORMATION: 1 I _ o GAL T OGAL S ]3G • TEE. s Em S EEbaL ' JEFF JOHNSON, • • m AN• uaKl ANica JEFF�OFAB.IET LUBE 1 LUBE LUBE I T I. 1713 TRENCH I , TRENCH TRENCH\ .... ) - •MANAGER'S ! 1 © PxSFRA1EN- ABOVE, I /.`2. -VES CLO.HT.f-0' 0ii HFAY SELVES OVER _ - T�' '�' S' r SAFE, .o DOORS SHELVES 0 -i ii \�., fO.GVBR. �� LEI •,;,I TO WALL. PROVIDE ws, - r♦, O O I I O 1 SEE REC. I.v#'�` • 1 r-- 1 •� BLa)ONG 1 — IN WALL 0— 1 Wei 1 EXIT 1 r.::•:1 EXIT EXIT I NOTE PROVIDE I 1 , 3'- . I 4'-B'1_ 2'-2. R•1/BATE pN1 2 , I ' ' _ 10_7. •` ®NOF CE wime 1 p_9�• 2'_0• 1 1p'-1' ,� 2'-0' �• 10'-1' _,_ 3'-fi' 10._1.�, r WALLS NOTE BREAMOFFICE VALSA4 NOTE SLOPE FLOOR N SERVICE 1.—gr.. 15'-6' 35'-Ot IEDDTOATFANR-IBvA AREA Ur PERFTMN TOLL 2 TRTBiBES 52'-S]' 2' f COLIC.AMOR STAN IUD( NOTE C USTCIER.S WNT NSDE Q COORDWCNLPINIB /'\ TNBEGVtB.NOWARBxiARFAlB 0 �A-_ioa/r PRWDTD. 420 FRONT ELEVATION ® Underwritersrr Lo oratories Inc.- IMPOSED IMAGERY UL TAKE 5 645.33" Copyright Notice® V A Signs umimR.a,Inc and OIL CHANGE mayn Unhiimlt. In em rpan wnser�tey� E6SCg1NICE Z.. 9799 N Michigan Rd F GAIN F.ISH.O W.T N Carmel, IN 46032 -- `. INITIAL LAYOUT: ` in May 9, 2019 _ �j7 REVISIONS: 062719 07 L� 7 l E 1 c��z I cIL 1 71��L 1 L II - Sq.Ft.Signage: III R- 58.28 I"+ 1 I f° Signage Allowance: (DNE 2 total signs, Includes Wall .. 1 K and Ground signs) Elm $ 11111 a PROOF , v.__ , 1 51.75" —1 SPECIFICATIONS „ I DR1E 29375" ILLUMINATED 1, R ,, c3,..i, f-if110 1 .1(43r, ,A/(E _ _ _ _ CHANNEL LETTERS p o THUum ._ i_ Quantity: 1 36.72 Sq. Ft. Size: As in drawing Trim: 21.56 Sq. Ft. 1" ADDITIONAL ELEMENT Trim Back DETAIL ALUMINUM PANS Return Color: Black MECHANICAL FASTENER Ida^xa Quantity: Face Color MIMMUM P 3 PER LETTER LED MEETING 4 NORMAL RM 4 PER LETTER 16° Size: Red TRANSFORMER _Aj p o o Face: 1/8 As in drawing "Acrylic _1 o 0 o NOTES: N Color: Letter Interior: ��II •IF ELECTRICIAL LINE/J-BOX IS WITHIN 6'OF ELECTRICAL, Black and White Gloss White C =� 0 CONNECTION TO BE HANDLED BY INSTALLER. IF NOT ELECTRICAL Returns: NV AL1RARiUMMCR HANDLED BY OWNER/GC 1„ Illumination: LED TMR" •IF ROOF PENETRATIONS ARE NECESSARY,THEY ARE TO BE SEALED Mounting: IIIIII , I BY A ROOFER.THIS IS HANDLED BY THE GC/OWNER Mounting: LOW VOLTAGE WIRE ` 0 Q Angle into facade Studded Flush to Fascia; ACRYLIC FACE •REMOVAL AND DISPOSAL OF EXISTING WALL SIGNS HANDLED BY NOTE:CENTERED UNDER LIGHTS AND 6"DOWN GC/OWNER FROM THE BOTTOM OF SCONCE VERTICALLY ALUMRRRA CAN MOUNTING SURFACE I G N S•U N L I M I T E i Owner/Landlord Approval Icommunicate our identit 6801 Mount Hermon Church Rd, Ste C, Durham, NC 27705 • (P) 919-552-8689 • (F) 919-557-1322 Fl 0 fl I HanleyLED P-H203072 Spec Sheet Peregrine Series Specifications P-H203072 Viewing Angle 170° Watts .72w/mod(1.15w/ft.) Input Voltage 12vDC # • Modules/Foot 1.6/ft.fullystretched Protection Grade IP68 Packaging Anti-static bag,80 mods(50 ft)/bag Warranty 7 Year(Product)/5 Year(Labor) ��• �l. v waP°IL t 3-8" I P68 C us262904 cO 7 5 current + Operating Temp. 40—+60°f / 13—+140°F agnu ideal depth Storage Temp. -40—+70°C /-13—+158°F LM80 L70:5+YEARS Cascade 80 mods Single-ended Power Feed(pa) 160 mods Double-ended Power Feed(pcs) Features -IP68 -As low as3"from sign face Color Part# Color Temp Lumens Ideal foishallow,deep and halo channel letter lighting Pure White HLED-PH203072 7000k 80 Im/mod(1281m/ft.) -Extremely effident -111 lumens/watt (llllm/watt!J -80 mods in a single series/cascade -ULRetrofitKitClassified Light Distribution 120 so MAX POWER 100W Y LOAD . '©�. .4 MODEL 35W 60W 100W 150W ,..4 ;:HLED PH2O3072 q$mods 83 mods 138 mods 208 modshg' 1 Profile Drawings 9632(379.21) 9327(367.20) 189(7.44)23(4.84) MAX:Y 60 ycs / / 10_1(0.40) 86(2.60) 58.85(2.32) unit:mm pn1 ► � \� 2-03.2(0.1 m 20(0.79) 20(0.70 www.hanleyledsolutions.com Your Local Distributor:Grimco HanleyLED P-H203072 Spec Sheet US www.grimco.com•800.542.9941 I Canada www.grimco.ca•800.263.1421 I International 305.885.0088 SIDE A ELEVATION ® Underwriters Laboratories Inc.- NO SIG NAG E UL He#E225570 TAKE 5 Copyright Notice® This drawing end a I gait Signs umimlt.d,Inc aml Med OIL CHANGE e1"e"a-rep.n any roduced Oe' o� e, 9799 N Michigan Rd Carmel, IN 46032 INITIAL LAYOUT: May 9, 2019 REVISIONS: I - _ 11 - 1 I I I ] ] 1 I I I I I I I L j I 1 1 1 I t I r 1 I -- T C f I l r 1 I I I T i T I 1 1 1 c -'T I L 2 �"T� �'I""i I - I I 1 I ] [ l 1 L 1 III _I* 1... ° I 1 I I I I 1 1 1 I 1 1 1 ' I I * L E 1 i 1 e I , i. i L l ! 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NO S I G NAG E UL File#E225670 TAKE 5 Copyright Not..0 inla drawing wd as Na Inc.span ,Signs UMIm1bC. .am OIL CHANGE may P'=roared..yw vernal , P 9799 N Michigan Rd Carmel, IN 46032 INITIAL LAYOUT: May 9, 2019 REVISIONS: II - HI - IV - V - --w�•�w——! www—wwwi�6lew••••..wwwwO.. wwwllrNwlwslww!—!!ww!—llwl�l lwww�� wa ... ii• • —!! ,-�al��� www��lwwliar'Y _ZZ." fir• �y _� _____lwwl�la!!•—w—Mlw..s� _ _ _ .iwwZ ' ii1SZ"�•SiSS�• L'. ?�rtSr Z !! ...— —!SYRi�s.�!��! � :eamsr czar::.-ra�-_ •lwww—'�iw— www��y�Zww w w w www—w.wr_ wwwwwwww�www>_lwZww ww—�'L�'-i'LZi�w ���—,2lZ Z�S -- `�s.rZ' iZ—MNis' 1•= +r1•r���r Y=1111 MIT :t. 1( • li w"a:'�wswewwYi�Z :_._ -t _ r waaws�ww . 1.... S'La�s.`rw"L'S �s • saos ass— - r _ _ _; Y • I s 3ssram W - MI .IMMINNIA. ssss41 i Iilr� i .. IQ Owner/Landlord Approval IGNS•UNLIMITE it communicate our identit 6801 Mount Hermon Church Rd, Ste C, Durham, NC 27705 • (P) 919-552-8689 • (F) 919-557-1322 DIRECTIONAL SIGNS ® Underwriters Laboratories Inc.. PROOF UL Re#E225670 TAKE 5 Copyright Notice "a as, et Signs Unlimited,ins'"oi e a m) w OIL CHANGE nv�mane', -�� SIDE 1 SIDE 2 QTY: 1 9799 N Michigan Rd 18 oo„ Carmel, IN 46032 PAINTED INITIAL LAYOUT: rq Twre to Match Building REVISIONS: April 10, 2019 w/a Flat/Satin 1 - b ---- Finish N ENTER ENTER SPECIFICATIONS NON ILLUMINATED DOUBLE-SIDED POST & PANEL I Quantity: 2 .: I�,• Size: Lttli As in drawing Material: Aluminum square tubing and panels Face Color: SIDE 1 SIDE 2 QN; 1 TBD and as determined by message Leg Color: 18.00" TBD o Mounting: O Into Earth csi N. • T t You, Sq.Ft.Signage: = E XIPAINTED 3.00 , , to Match Building Cap w/a Flat/Satin OnlyHONK! Finish If You Received Great Service I I ii I Owner/Landlord Approval IGNS'communicate our UNLIMITE ideniA 6801 Mount Hermon Church Rd, Ste C, Durham, NC 27705 • (P) 919-552-8689 • (F) 919-557-1322 ILLUMINATED PYLON SIGN 0 underwriters Laboratories Inc.. IMPOSED NIGHT SHOT PROOF T NOTE: ENGINEERING TAKE 5 Copyright Notice® REQUIREMENTS MAY °"ng era°u ALTER FOOTER o, ent OIL CHANGE ` '°°= �m ANA LOG � POLE, AND PRICE �� 9799 N Michigan Rd ANA LOG Carmel, IN 46032 ANA LOG PAINTED INITIAL LAYOUT: to Match Building Cap May 10, 2019 SPECIFICATIONS REVISIONS: w/a Flat/Satin I 062619 Finish DOUBLE-SIDED III PAINTED ILLUMINATED IV to Match Building ALUMINUM MONUMENT V - w/a Stucco THIS SIDE NEAREST THIS SIDE NEAREST Texture— INTERSECTION INTERSECTION W/ SINGLE SIDED 156. " 84.00" ,1.50" CABINETS 144.0 Quantity: +/-20 Degree 1 of Each • Angle on Can Size: 3.00" 3'00"— As in drawing r cr.Ni . 11i111M, ILt• Face Color: • o r: 11 ANALOG o ANALOG I` _ Viindrawing 0 0 0 o Vinyl Colors: o ,� d NA LOG o ANALOG ao As in drawing "' 6111j1111111111111 ANALOG L ANALOG Face Flat L 3.00"— 9799 9 99 Cabinet Interior: 6.00" Gloss White Cabinets Colors: 6"Square o As in drawing Steel Tube o 0 8"Tall 1"Thick w/1/4"Wall co• a Black PVC Address CHANGEABLE COPY CHARACTER COUNT Retainer: 3000 PSI v 1,5" DETAIL 28 Days 0 EXTRAS TO BE DETERMINED AND ORDERED WITH STANDARD SET I (CANNOT ORDER INDIVIDUAL LETTERS AT A LATER DATE) Illumination: LED 1 1/2'ALUMINUM RETAINER 6" 200 Piece Set of 8 ON 9 ADM Letters Mounting: INSTALLATION TAB 30.00„ E 14 FGKMBCD 6Each Pole w/concrete __MECHANICAL FASTENER _ __ Al 12Each JKVWYZ 4 Each Tooter into earth z/ OU 10Each QX$80123456789 2Each I II .- L N R S T P 8 Each --1/4°THICK '.. X2"WIDE ALUMINUM PLATE 'ALUMINUM I 131.25" 1 - ALUMINUM BACK Sq. Ft.Signage: U __.ACRYLIC FACE 38.78 i Signage Allowance: O ANA LOG , LED STRIP 6'Height o ANA LOG co \�� ._ALUMINUM BACK 45 Sq. Ft. T —125 THICK ALUMINUM CABINET ANAL 0 G MONUMENT/MOUNTING SURFACE 43.75Sq. Ft. IGNS•UNLIMITE • Owner/Landlord Approval Icommunicate our identit 6801 Mount Hermon Church Rd, Ste C, Durham, NC 27705 • (P) 919-552-8689 • (F) 919-557-1322 I Fritz Engineering Services,LLC m MI.rME DM 'W. .. Camel.Indium NOSS Pi11 EX ESS F:317L41717 waWF,mEpJAM J I._ 1 KEY NOTES:®� Asa oryNK or • mama moueuxuasu ow F ES KEW DUTY ESPaLT T ®� 9ESR •A.• /��•r" .F COMM)CONCRETE aumn CON awNA EXIT/HONK�DIR�ECTIONAL 0WNWPAAV„RN. O. off , �\ W.pw: • Øc' • ▪ SIOEVIALR CO (.� +was % 'SO.,ii $. ® .i yP ° " "� i --\i pa maw Ea% ,�.�'� �. , ��` ,i � c ENTER/ENTER DIRECTIONAL 01 0 . 1011111fr.------. 160.111414"..- 'I hi . Ati-td., ._ ,,, i\ !` es31w1N, 1W! _ Z. q r cye ° ° ZBs3i r PROPOSED LOCATION00 , w-r OF NEW PYLON CARMELENGINEERINGDEPT.NOTE NOTE TAKE 5 NAHTHE EXISTING D PROPOSED CITY RIGHTOF-WAY SNAIL CONFORM TO THE REFER TO ARGNNECTAtK. QUICK LOBE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE FOUNDATION PLANS FOR ALL DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE WILDING DEBppIN. DEPNTTMENTS CONSTRUCTION REQUIREMENTS,STAFF NOTFIDATION REQUIREMENTS.REQUIRED MEETUFATRK INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE `SIDEWALK 9799 MICNIGAN RD. DEPARTMENT AS IT RELATES TO WORK WHIN TIE EXISTING AND PROPOSED RIGHT-OF-WAY. ALL SIDEWALKS CONSTRUCTED WOWS THE PUBLIC CARAMEL,INDBWA 45032 DRIVEWAY ENTRANCE SAW CUT NOTE CITY OF CARMEL PROD/OR 1OOT"DETAILSi HMRLTDN COUNTY POTH DRIVEWAY ENTRANCE OFF OF NTH ST.WILL �'� 57,TON,R3E REQUIRE SAW CUTS PER CITY OF C RMEL STANDARDS. A ALL CMS CUTS MUST BE SAW CUT TO TIE NEAREST JOINT PAST THE REQUIRED UNITS OF THE CURB REMOVAL NOTE (°`"' ARP CMABIRIICTDN ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUSDORISRUBBER ]9S E.1T6111 m. O GASKET CONFORMING TOASTS CMS WEWFIELD.MOLmMMNA BEEDXLATION MUST "IT'S THE OF FORLmITY CROSSINGS. LAW" REFER TO ARCHITECTURAL 1 RMIMTk FOUNDATION MANS FORNL 50n80/20 DIMENSIONS.NO Q'I� WITHOUT AN APPRE STORM MA COMMENCE v 1 ur AN APPROVED a7aRM WATER NANAOFJ.OIr m PERwT. MM. 1904001 Know wnat's below. aaN SITE PLAN Call before you dig. ME IRD C201 MNRTHIISOETOUm i� BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner only fills out first 2 blanks) Docket No.: 19060009 V & 19060010 V Petitioner: Baldwin Capital Partners, LLC 1. 2. 3. DATED THIS DAY OF , 20 Board Member Page 10 of 12 Filename:development standards variance application&instructions 2019 Revised 01/10/19 FINDINGS OF FACT SHEET- DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner fills out 1-3 and first 2 blanks) Docket No.: 19060009 V & 19060010 V Petitioner: Baldwin Capital Partners, LLC 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: See following pages 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: See following pages 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: See following pages DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this day of , 20 CHAIRPERSON, Carmel Board of Zoning Appeals SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant. Page 11 of 12 Filename:development standards variance application&instructions 2019 Revised 01/10/19 FINDINGS OF FACT(Minimum Gross Floor Area—3.99A) Petition for Development Standards Variance Baldwin Capital Partners, LLC Baldwin Capital Partners, LLC(Petitioner) is the prospective purchaser of real estate located at 9799 N Michigan Rd. The parcel is located on the Southeast corner of Michigan Rd and 98`h St.The Parcel ID is 17-13-07-04-02-001.000 (the Property) and is currently zoned S-1 Residential and is in the process of being rezoned to B-3 Commercial.The Petitioner seeks to build and operate a 1,500 sq. ft.Take 5 Oil Change (Take 5)facility on the Property. Per Section 3.99A of the City of Carmel Unified Development Ordinance (Ordinance),the minimum gross floor area of the principal building on a parcel within the 421 Overlay District is 2,500 sq. ft. Petitioner seeks a development standards variance in order to construct a 1,500 sq. ft. building to utilize the property to operate a Take 5. The below is provided in support of the answers given in the Findings of Fact portion of the Development Standards Variance application. 1. The approval of this variance will NOT be injurious to the public health, safety, morals, and general welfare of the community because Take 5 is a national brand with upwards of 350 centers nationwide. Utmost importance is placed on environmental sustainability and management.The oil change center will comply with the architectural requirements dictated by the Ordinance resulting in an aesthetically pleasing building and will provide a high-quality service to the residents of Carmel. 2. The use and value of the area adjacent to the Property will NOT be affected in a substantially adverse manner. The adjacent properties along N Michigan Rd are currently occupied with existing operating businesses. In fact, a Take 5 will have a positive impact on adjacent property owners, as it will result in architectural upgrades that will be more in line with the Ordinance.The Property's current building, which is about 1,000 sq. ft.,will be removed, and a new Take 5 facility constructed. The proposed oil change center will be more in line with the Ordinance than the Property's current building. Given the nature of business operations on the adjacent properties, Take 5 will attract new potential customers to the area, which will result in advantageous retail synergies for adjacent property owners. 3. The strict application of the terms of the Unified Development Ordinance to the Property will result in practical difficulties in the use of the property. Given the size of the Property (0.66 acres with 100 ft. of frontage on N Michigan Rd.), constructing a 2,500 sq. ft. building on the parcel while still meeting other requirements of the Ordinance, such as setbacks, buffer yards, greenbelts, parking, driveways, and drainage, would be extremely difficult; if not impossible. Specific challenges are as follows: 1) Expanding the building to the South is not an option, as the building is already up against the 15 ft. setback. 2) Given the 30 ft. setback and greenbelt on the West side of the property, expanding the building in that direction would not allow for vehicles to exit the building. 3) Expanding the building to the North is not an option, as the building is already up against the 30 ft setback. In addition, expanding to the North would eliminate the exit drive and buffer yard against 98th St. 4) Finally, expanding the building to the East would cause several problems. It would eliminate 2-3 parking spots to the South side of the property, as the space would be needed for vehicle stacking. This would not allow enough parking spaces for employees. The only other option for the Property would be to expand the entire paved area further to the East. However, this would not be possible as that would place parking spaces in the infiltration basin. As discussed previously,the small size and narrowness of the parcel would make the construction of a 2,500 sq. ft. building a practical difficulty. FINDINGS OF FACT(Stacking—3.95F) Petition for Development Standards Variance Baldwin Capital Partners, LLC Baldwin Capital Partners, LLC (Petitioner) is the prospective purchaser of real estate located at 9799 N Michigan Rd.The parcel is located on the Southeast corner of Michigan Rd and 98th St. The Parcel ID is 17-13-07-04-02-001.000 (the Property) and is currently zoned S-1 Residential and is in the process of being rezoned to B-3 Commercial.The Petitioner seeks to build and operate a 1,500 sq. ft.Take 5 Oil Change (Take 5) facility on the Property.The site plan calls for stacking of the drive-thru lanes along 98th St. Because the site is on a corner,the North side of the parcel is considered one of the front yards. Per Section 3.95F of the City of Carmel Unified Development Ordinance (Ordinance), lines for drive-thru facilities shall not be permitted along the front and sides of structures. Petitioner seeks a development standards variance in order to allow for the vehicles to stack away from Michigan Rd (See attached site plan). The below is provided in support of the answers given in the Findings of Fact portion of the Development Standards Variance application. 1. The approval of this variance will NOT be injurious to the public health, safety, morals, and general welfare of the community because Take 5 is a national brand with upwards of 350 centers nationwide. Utmost importance is placed on environmental sustainability and management.The oil change center will comply with the architectural requirements dictated by the Ordinance resulting in an aesthetically pleasing building and will provide a high-quality service to the residents of Carmel. 2. The use and value of the area adjacent to the Property will NOT be affected in a substantially adverse manner. The adjacent properties along N Michigan Rd are currently occupied with existing operating businesses. In fact, a Take 5 will have a positive impact on adjacent property owners, as it will result in architectural upgrades that will be more in line with the Ordinance.The Property's current building, which is about 1,000 sq. ft., will be removed, and a new Take 5 facility constructed. Given the nature of business operations on the adjacent properties,Take 5 will attract new potential customers to the area, which will result in advantageous retail synergies for adjacent property owners. 3. The strict application of the terms of the Unified Development Ordinance to the Property will result in practical difficulties in the use of the property. As noted above,the Property is located at the Southeast corner of Michigan Rd and 98th St. According to the Ordinance, a parcel located on a corner has two front yards (North and West for this Property),two side yards (South and East) and NO backyards.Therefore, developing a site plan where the stacking of drive-thru lanes is confined to the rear of a parcel is not technically possible.The current site plan calls for the stacking of the drive-thru lanes along 98th St.towards the East side of the property and away from Michigan Rd. Due to these reasons,the lack of approval of the requested variance constitutes a practical difficulty to the Petitioner. For the above reasons, Petitioner requests approval of the application for Development Standards Variances to allow a Take 5 Oil Change center to be constructed and operate on the Property.