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HomeMy WebLinkAboutPacket for HO 10-28-19 ti OCT 1 8 ra0 Project Introduction Carmel Advisory Board of Zoning Appeals Docket No. 19090025V The proposed project is a detached garage with a footprint of approximately 2500 sf(50' x 50') per level Level 1 will be built into the side of the hill. This will give the appearance from the South (Claridge Farms)that the structure is only a single story (refer to page A2.1, Elevation #1 of the attached plans) The planned use of this structure is for storage of grounds maintenance equipment, additional vehicles and outdoor furniture for both Christian Browning's home and Michael Browning's home. Statement of Variance Carmel Advisory Board of Zoning Appeals Docket No. 19090025V Mr. Christian Browning is requesting a variance to allow the proposed structure to be built between the Primary Structure and Clay Center Rd. Much consideration was taken in the design and location of the proposed structure. The Architecture applied to the exterior is made to give the look and feel of an old barn. The location chosen will tuck the barn into the wooded area along the South property line, taking advantage of the terrain and the existing cleared area (location of the original home that stood on this property) while maintaining a 50' wooded green space buffering Claridge Farms to the South. { I 4.4-.IAA I i -7 ts 0:.. 9 irproi -r- b 1: le C + 0, ., I • _ ' : ., , , ,,.. fr .i, -.2 0 IL.,, 4. 12650 Clay -rter Rd," '— 1 'f 1 • 11 • ..-('''' --'-- 7.1. • . . 1 ',"54., _ z 14 ‘-'" I 1.v t , .: f; di . Alintjii ft i", : .1 4 . - J` r , . 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Google Eart a • }*^,- r' "4 • - 39°58'14.17"N 86°10'49.58"W elev 923 ft ,,--,t 15i: a • SITE PLAN FOR GARAGE ADDITION — 12650 CLAY CENTER ROAD, CARMEL, IN 46032 � m E. e a PROPERTY DESCRIPTION: %m s E m LOT NUMBER ONE,(1)IN B&B PARK AS PER PLAT THEREOF RECORDED AS J Z 2 INSTRUMENT NUMBER 2014008969 IN THE OFFICE OF THE RECORDER OF * f m HAMILTON COUNTY,INDIANA. Oati tN a 4 W" m $ AI1� a ' voi oh 1 PROPOSED GARAGE DETAIL Illop e"o). NOT TO SCALE ,,,,,,,.:.,, `UI 49.67� :off/�/q�o m t•.,?p, 17g Cn 0O 4�Z t O FIN.FLR.ELEV. • ',P'P� Sy' =877Co .5 0' 50' 100' 150' slr 49.67' SCALE:1 INCH=50 FEET z c7 a,I TD {ra ( 00 35' DRAINAGE ' EASEMENT 959.95 PROPERTY LINE O U -- S 89°13'41 " W 25' BMP SETBACK 5 b. ..... 204.25' LEGEND: 35' 0 ---- EKMillNa y E FLOW ARROWS rn ' —.'SILT FENCE S I e O T J 21.0' 45' CONSTRUCTION DRIVE CO Y .- W _ LOT 1 B&B PARK CONCRETE WASHOUT , O . W 0 0 _ _ z g O - E.'- BRIDGE DEMO NOUSE Z c) ' 0fi . J- °I.:.mil r,‘: „. , o cn • PROPOSED ' GARAGE W O 0 O 825.9' \f I 290.5' cn • m ere \ S 89°14'02" W -965.01 'N� z z w 45' 2' NON ACCESS EASEMENT O D_ g L., m 0 > 0.SHEET NUMBER of J Browning's Garage Viewe h 12650 Clay Center Rd g Carmel, IN 46032 Construction Drawings OPENING SCHEDULE GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS.ALL DIMENSIONS ARE TAKEN TO FACE OF STUD, FACE OF CONCRETE,FACE OF MASONRY,UNLESS NOTED AS CLEAR(CLR.).CLEAR TYPE I SUE I couwr DIMENSIONS INDICATE FINISH SURFACE TO FINISH SURFACE SPANS BETWEEN WALLS. I-0Nt2LEVEI 1270.: 2. PRELIMINARY SIZES OF STRUCTURAL ITEMS ARE REPRESENTED ONLY FOR THE SOLE WAY.- 2-0%6-8 7 PURPOSE OF PROVIDING A GENERAL IDEA FOR THE SCOPE OF WORK.FINAL SIZES OF SMN:- PR2-6%6-B I STRUCTURAL ITEMS TO BE PROVIDED BY OTHERS. 5MN2• PR 50%6.8 I 3. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES,INCLUDING /MA4.M- 80%100 5 STRUCTURAL FAILURES DUE TO DEFICIENCIES,OMISSIONS,OR ERRORS IN THE DESIGN CONSTRUCTION DOCUMENTS. GENERAL NOTES MR LOIN IO025 4. THE COORDINATION OF ALL CIVIL,LANDSCAPE,MECHANICAL,ELECTRICAL AND OVTatM 104%70 I I PLUMBING TO BE PROVIDED BY OTHERS. 1. SEE COVER SHEET CS1.0 FOR GENERAL NOTES. MR LAN.W55 55 5. THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT OF ANY CONDMONS OxSENW!- 285,1 6 THAT ARE IN CONFLICT WITH THE PROPOSED WORK OR ARE IN VARIANCE WITH THE CONSTRUCTION DOCUMENTS,INCLUDING,CONFUCTS,DISCREPANCIES,AND CAYMk1F 29+0 OMISSIONS PRIOR TO COMMENCEMENT OF WORK. WOE• WV I 8. CONTRACTOR TO COORDINATE WITH GOVERNING AUTHORITIES,CONSTRUCTION TRAFFIC ACCESS TO THE SITE AND DESIGNATE CONSTRUCTION ACCESS THROUGHOUT THE BUILDING. GENERAL OPENING NOTES: 7. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT,THE DIMENSIONS OF THE BUILDING,AND THE 1. ALL EXTERIOR DOORS TO BE INSULATED W/INSULATED MAJOR ARCHITECTURAL ELEMENTS.AS GRAPHIC DOCUMENTS.THE DRAWINGS DO GLAZING. NOT INDICATE OR DESCRIBE THE WORK REQUIRED FOR THE FULL PERFORMANCE 2. PROVIDE SAFETY GLAZING AS REQ.BY CODE. AND COMPLETION OF THE CONTRACT DOCUMENTS.ON THE BASIS OF THE GENERAL 3. ALL EGRESS WINDOWS TO MEET INTERNATIONAL SCOPE INDICATED OR DESCRIBED.THE CONTRACTORS SHALL STUDY THE DRAWINGS Construction Drawings RESIDENTIAL CODE EGRESS REQUIREMENTS. AND THEIR GENERAL INFERENCE TO FURNISH THE ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. • AREAS LOCATION MAP SHEET INDEX Browning's Garage LOWER FLOOR NET AREAS UPPER FLOOR NET AREAS ROOM NAME AREA ROOM NAME AREA GENERAL 12650 Clay Center Rd., &Oa 3"51 IIEMARTA 2498 51c0A2/5501 CS1.0 COVER SHEET Carmel,IN 46032 105 omo��%a,,,<r ARCHITECTURAL Dn JEF M Carmel Ix 4033 A1.0 Lower Level Plan &Wm AS NOTED Iru.DAM: JUNE 28,2010 A1.1 Upper Level Plan A1.2 Roof Plan&Wall Section A2.0 Exterior Elevations A2.1 Exterior Elevations COVER A3.0 Building&Stair Section SHEET A3.1 Wall Section CS 0. 1 91_� 8-10' _ i 1Gr— — —I ^\ ENGINEERED REINF.CONC aq, I I I I I' yy�I��I �0 ENGINEERED AS REO.FOR flACNfILL § 171UP � 12�R 1 I I I—J` J I SUPPORT Viewegh ® r• 1 14T9C^„ p I i A } dry J 1,j UTILITY i c 12IX1NN I - - J I N OFFICE r h I m 1 1z GYP coo. EPDXYI �� al ° ° B V o L —J COUNTER &BASECABINETS p r ei= m I 312' 3 7 V 8'3. •Y • //--PROVIDE BEAM POCKET OR STEEL BEAM UTILITY SINK I • I N �POST AT BEAM LOCATIONS — ABOVE — — — — \\ 4•MIN.REINF.CONC.SLAB WI MS N „ — — . ° A WNIF,OVER VAPOR RETARDER ON N k - 4'COMPACTED STONE,OVER aE' v op UNDISTURBED SOIL BASE a7N ' Qt' *CBASEC W/UPPER ' p i 8 BASE CABINETS s A UTIUTY SINK M I 3'•31/Y g3• b GENERAL NOTES \ I \\ 1. SEE COVER SHEET CS1.0 FOR LL `TRENCH ^�I 'N '° GENERAL NOTES. h y DRAIN 4'MIN.REINF.0 C.SLABW/CO ///��—""STEEL BEAM _a, F WWF,OVER VAP RETARDER ON 4/ ABOVE — — — — U DISTURCOMPA ED ONE.OVER / — UNDISTURBED_ LBASE zxw/,a2•RIGID 2 CAR GARAGE WASH BAY .a ° INSULATION BRO.BETWEEN 1zfiiP C1C. 'O0.R. • @CLOY RA t30%1'RA ��STEP LEDGE WI GRADE.MIN. <./ 2,7 HORZ IN LENGTH, p '? ^ A I SLOPE 9LAPE a P+ 1/8:12 > < 1/9:12 ° O p C 2 i B.CMU Construction Drawings b ' I TRENCH r DRAIN V MOISTURE RESISTANT FINISH,WALLS&CLNG. ' CI ' EG ED Browning's Garage 3A ' b 1 'i 12650 Clay Center Rd., H— Carmel,IN 46032 1 L- \ Proton: Drawn: JEF JEF STONE FACADE • BIBS TYP.m FF Scala: AS NOTED Issue Data: JUNE 26,2019 -, <gB^ f LOWER LEVEL 40 PLAN 1 PAN' A1 .0 A1.0 1/4'-1'-0' 1 A2.1 1C4F 15-0 5.0' 1 tee. / / / / / r 2034 C 2834 C 2834 C �1 ► Viewegh L ► 3/4 0 v5.�_ r ( r I r I OSE BIBB I U // T-111/C :0' / 1 \ 51/2 51 CLR 91/2 1 1L I1 N I CANTILEVERED DORMER i \ I -�- I I I 1m GENERAL NOTES I — F. i i 1 1. SEE COVER SHEET CS1.0 FOR N GENERAL NOTES. I I ;A1 1I m . II r UNE --/11 T ROOF ABOVE ti I STORAGE — I \ SLOPED GYP.gII I N 1 Construction Drawings I - I - O n 0 I \ _ _ I I I 1elI I Browning's Garage % I I M 1 I M 12650 Clay Center Rd., Carmel,IN 46032 1 ► 1 1I Pro** 1505 1 I Dorm: JEF Sae: AS TED I I I 1 I I \ \ n.Deb: JU1 E025 2012 2834 C 2534 C 2534 C GO ._J IP UPPER LEVEL / 10-9' / 15-0' / 15'-0' / 10-9' / PLAN 5143 1 PLAr N A1 . 1 1 A2.0 A1.1 1/4'.1'-0 Viewegh \ \ ( f�4S (SLQ4Sf� 1 F GENERAL NOTE I 2-0' 7,0• 1. SEE COVER SHEET CS1.0 FOR I`\ jj401 GENERAL NOTES. III , WALLSELOW� IH o o II I I — Construction Drawings H CANTILE`jEREID D RMER _ CONT.VENTED RIDGE ' T UPPE FIA. =I ELEVTEA �11 R S-43r4• — r • �I I RIDGE I II �� I �: ASPHALT ICE.3 LES OVERSSH3IELD I IiK FELT AND ICE 8 WATER SHIELD ON 6/0'ROOF SHEATHING W/ ------ z"LootouTs Cum, Browning's Garage N • II 1 I— —41 �_ H H f_TRUSS,rep.SCISSOR r-- 12650 Clay Center Rd., �I Carmel,IN 46032 IH Li: I— �I Propot: 1So5 IDavr: JEF E.O.LOW_ E R P — ; \ — IIyII� I— �} ScSI,, A9 NOTED __ it I—��. Imo O , JUNE 20,2010 LIFT- -a -- I T • ROOF LEVEL PLAN &WALL SECTION 2 Loft Roof Level SECTION 1 PLAN Al .2 A1.2 1/C-1',0• A1.2 I/H'—1'-0• <111) 5/4 X 10 FASCIA BOARD 12 fi DECORATIVE SHUTTERS 1%6TRIIM BOARD ' I- 1 J 1 Viewegh I—1—I II I GABLE EN7D DORMER _ `�'`[3.3‘1E' _ — —— 1XB TRIM BOARD 1 1 1 1 1 9'-fi'PIATE HEIGHT— DECORAITNEWOOD 5/4X 10 DOOR BRACKET TRIM y�—'� ® I I 1 I —1%4 WINDOW TRIM 00 NSPOUTINISHED CURER6 I — ?J`�=?JIT DOwNSaOUTS b A l T \ 1 BOARD&BATTEN SIDING 1 OVERHEAD SECTIONAL 6/4%8 W/BEVELED TOP E.OeUPPE 3'43/4' _ I 1 ' DOOR+_� — �BTONE MA30NRY _ Tx M Iii T.O.LOWERFLR. _—'—_--- - ----------------- ----------- ELEV=100'-0" ` r-. -- -—-— WEST GENERAL NOTES J 2 ELEVATION 1. SEE COVER SHEET CSI.0 FOR A20 3/16-1•0' GENERAL NOTES. A3.o I C - r INEOF GABLE DORMER Construction Drawings DIMENSIONAL SHINGLE I 9'-6'PLATE HEIGHT T------ - I r- - -I -- 5/4X10 FASCIA BOARD III L r DOWNISHEO GUTTER �a Browning's Garage m L L 11' - ' BOARD&BATTEN SIDING 4 V X 12650 Clay Center Rd., r.o.uPPetwi �''"°°'' 5DGE W/BEVELED TOP Carmel,IN 46032 �1� - I - - - - - ( I — - --'rn - �- ..3 f' STONE MASONRY Dr m 1005 Dram: JEF FIR %I / Fpri\ �(. / \ 411/1"littip,' •�q,'D m,2�� Swig: JAS UN 26,,/ti A `_• leave Date: JUNE 28,2018 \ / \ / \ Fiwdit,. wX4 TRIM ___ AI SRHEADSECTIONAL 0 •/ rVPA noon . .:.;. EXTERIOR .� ELEVATIONS T.O.LOWER FlA. • ..o a ..c��.. . ... . .. ... .1 ELEV-100 0. 1;1�a I mow_/-,R/-V2/-2/m2 n2 l NORTH /� 1 ELEVATION A2.0 EL II A2.0 3/16=1'-0. 5/4 x tD FASCIA BOARD 1 12 5 Viewegh 24.43.PLATE HEIGHT---- 1 PREFINISHED GUTTERS 1X4 WINDOW TRIM ��� DOWNSPOUTS r ' IIII II rIII iI IIII 4` • �_ BOARD 8 BATTEN SIDING � � 4 T.O.UPPER FLA. _'� -113'-4&A' — ..,�,, - --J-- 1,+- ----7 —I I 1 -1 -1-T -1 Y I 54xewiBEVELED .P EDGE . . • 04 ! . 00 ..%I_ -.�� •�r � I, ' i F s. F�• s STONEMASONRY Z_ I-_•' I�.i , 0•' ' IA I � d.I4•.0I•.F�s�` �c �,�i�I•:���. F \ J.H. 4 ar T.O.LOWER FLA. ELEV-1 -0 __ _ —-—-—-—-—-———-—-—-—-—-—-——-— • 1 L GENERAL NOTES L_ 1. SEE COVER SHEETCS1.0 FOR GENERAL NOTES. 2 EAST ELEVATION A2.1 S11e_147 LINE OF T;aBIEDORMER t DIMENSIONAL SHINGLE Construction Drawings 5/4 X 10 FASCIA BOARD I — B-&PLATE HEIGHT—_ I , _—_—_—_—_—_—_—_—_—_—_—_— D GUTT 24 PREFINISHEDOJJNEPOEUTB r, j �.�!��'' .71. 'MI �I BOARD ILBATTEN SIDING R Ir . I.. ., 1 . i Browning's Garage ..I .., 5/4 X 6 W/BEVELED TOP EDGE I 12650 ClayCenter te r Rd., T.O.UPPER FLR. Carmel,IN 46032 sr ELEv-11asv4• 1 I I r i 1 I' Al_,:. e2 awl �Tib.T�eT 1.1 oT eT WI 1.1 goI�.Z�oY�o3 ��v.. .4 Project: 1005 STONE MASONRY Drawn: JEF Seale: AS NOTED % Issue Date: JUNE 28,2010 7.2 EXTERIOR SOUTH 4 T.O.LOWER FUR. ELEVATIONS ELFV=100.-0. ELEVATION A2. 1 A2.1 3/1&=1'-0' 2X4 WOOD FRAMED UARORAIL W/1X6 WOOD CAP a'CMU ADHERED 3/4.T&G GYPSUM BOARD 'I WOOD FURRING \ \GYPSUM BOARD IY'l -, ON WOOD'P Viewegh 1'1 11 11111111111111Er I „IMMIll OVERHEAD DOOR OVERHEAD DOOR ASSEMBLY ASSEMBLY m S MISI 1X TRIM 1X6 TRIM ' E = EA •OD I'JOIST HDER INI --L R-19 BATT INSULATION I I B'CMU B•CMU 'rreu- \ I - — _:I 1�'Y,�7—NII.,-t,r7Ip,r111,r1XTRIM 404;1'"�7'/'','11'vit ‘ 1'�'"1 B, Q 112OIA HANDRAIL ..N.—..1...11 ILI a` to N, 2X12 STR \ CANT.SEALANT B WALL BEYON MOISTURE 6AIfl BARRIER PP A FUND Um MOISTURE 6 BACKER ROD WRAP AIRE) PP BARRIER X'EXTERIOR SHEATHING STONE FACADE 3 OVERHEAD DOOR Stair JAMB DETAIL 2 Section A3.0 1 1/2'-1'-O' A3.0 1/4•=1,' . GENERAL NOTES 1, SEE COVER SHEET CS1.0 FOR GENERAL NOTES. 12 BV 1 44,4•,,:..: III..c N441....1 �3 ..f1111111 — — _!!••••�•�� — — — — — -- — — — — —1r,•e••/rr...,.., Construction Drawings ii i...i: U. ® ® 1.1 - ■■: ■■ T.O.UPPER FLA. _--- --- Browning's Garage EEV-„rr3/4 I� 11 II \ --I 12650 Clay Center Rd., Carmel,IN 46032 /n\ / Project 1805 / \ / Drawn: JEF Scale: AS NOTED leeue Data: JUNE 26,2019 T.O.LOWER FLR. --_ / _-_ _ \ _ ELEV e 100'-0• I J BUILDING&STAIR T SECTION 1 Building Section /� /� e O Section A3 A3.0 3n6'=1•.D Viewegh ASPHALT ROOF SHEATHING OVER LES FELT 5SAYOSB EXT. S NGOVERW/CUPS ICE 8 WATER SHIELD RAFTER BAFFLE METAL DRIP EDGE R-49 MIN.BATT OR PREFINISHED GUTTER 8. EQUIVALENT BLOWN-IN INSUL. DOWNSPOUT ASSEMBLY SCISSOR TRUSS IRS TRIM BRD. Xt'GYPSUM BOARD 2X WOOD SUB FASCIA 1,FRIEZE BOARD 1v10 FASCIA BRD. CONT.SOFFIT VENT 2-0' 14 TRIM BRD. �•- 10, R-19 BATT INSUL 49. 09.-- ZS WOOD FRAMING @ 16'O.C- x.GYP.BRD. BOARD&BATTEN SIDING- CONT.VAPOR BARRIER GENERAL NOTES AIR BARRIER WRAP gi, OW 1. SEE COVER SHEET CS1.0 FOR 1/7EXTERIOREERIOR SHEATHING —. 1 ADHERED 3/4'TBG PLYWOOD GENERAL NOTES. 41, T.O.FIRST FIR — ELEV—113-4 3/4' Mil R38 BATT INSUL. Y.S 6 TRIM BRD.W/ ENGINEERED WOOD RR.JOIST SYSTEM SLOPED TOP EDGE • STONE BASE 14'GYP.BRD.CEILING OVER FLOOR JOIST FLEXIBLE FLASHING .. , (OPTIONAL 1X4 WOOD SLATS) WEEPS 2X4 WOOD TOP PLATE TREATED 2X8 SILL PLATE W/THERMAL ,.,, , SILL SEALER Construction Drawings r. 9 V 1 1)4'TREATED WOOD FURRING 1 REINF.CONCRETE WALL----41i.2. RIGID BRO.INSUL.BETWEEN FURRING Browning's Garage O 2'RIGID INSUL.BRD.W/ Jy GYPSUM BOARD m DRAINAGE GROOVES Ill—•a§i CONE.DAMP PROOFING 2X4 TREATED WOOD SOLE PLATE 1/7EXPANSION MATERIAL 12650 Clay Center Rd., T ,'�' �;; 4'REINP.CONC.SLAB W/CONT.8 MIL. Carmel,IN 46032 77-E :4''' VAPOR BARRIER OVER COMPACTED .I III FILTER FABRIC AGGREGATE BASE �� lE I T.O.BASEMENT FLR.• Project 1905 1—IJ 4'PERIMETER DRAIN — ELEV=100-0 Drawn: JEF I—1 I I—I I i r ' Scale: AS NOTED • 4� Issue Date: JUNE 28,201B ,1 ' L i,. 7.-,',. Jr PERIMETER DRAIN,INTERIOR 8 1 Fi EXTERIOR.TIE TO SUMP \ I 111.- -, n T•I - iT REINF.CONC.FTG. WALL SECTION 1 Wal SECTION A3. 1 A3.1 BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner to fill out 1st two blanks only) DocketNo.: dCIQ Q Q2S. V Petitioner: OE V 1 E1,L9 j- L11 2-k. , /?FP) C N,EA 5 i A t...) c- l G, - L 3le_Oti.9w1)i,u L� 1. 2. 3. DATED THIS DAY OF , 20 Board Member Page 10 of 12 Filename:Hearing Officer Development Standards Variance Application&Instructions 2019 Revised 01/10/19 FINDINGS OF FACT SHEET-DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner to fill out 1-3 +first two blanks) Docket No.: 1 t,0Ct 00 Z-S v Petitioner: C e'S i i a A3 gzo wviiti J of V 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: l�F� Si�t�G7� 1A /E U/CL 114tie A20 A)E /t427t/E / Pig G T TO A-n) ' OF THE A-86 OF iv i/07u j2w TD 7 E ,VA-r1 /EC 07= TyF IF;SIN V i A VYJ AUL, / O F i F LO/� 77-jE 5T/Z�C �� 1 )p1LL 8E 1//2 TU4 LL y SF 2. e use and value of the area a jacent to the property included in the variance will not be affected in a substantially adverse manner because: 0�/F gTE-CGT-V /5 /)TC—AJ©F® c'-i2 5i0/2 4 OA) A 0 u/1/✓ L/A t/F 100 /n'PA CT c lMG iHfC/< TEE LMJE AND !/�4 -% T/D-�/ W r 'Ti2 rJ ()/l F�r� i/iF G� 3. ThTstrict application of the terms of the Unified Development to the property will result in practical difficulties in the use of the property because: 'rim: &o `P 7HE H0/4E /5 B2/FfV7- , 2 Or1 'TM F GOT T/4F_ AC-TVA-C. FRONT TGIF /d0/j'1L /s G//U \)cij /V11 /iv(; 7H MA 04-1 ri B rnF PAOr° TY 07V T!f F /A-5 5/DI. 6 �l^f r /-1 0, ', %o r eR pECISIO�N/N / 1 S Tkki ,ErA t �l'�3-/2Q /5 771( D � yfi A-C. B w Er:A) 7 - A-A)D , 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 HEARING OFFICER, 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: Hearing Officer Development Standards Variance Application&Instructions 2019 Revised 01/10/19