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Home My WebLink AboutPacketof CA 4`Sy �,��r 1NOIANp CARMEL BOARD OF ZONING APPEALS Carmel, Indiana HEARING OFFICER January 27, 2015 Docket Number 14120004 V Increase the Allowable Percentage of EIFS as a Trim Detail Material 40 M Cka City Bank Michigan Road at West 96"' Street Development Standards Variance Paul G. Reis, Esq. IM KRIEG I DEVAULT,P .t� of c, 'NO IANA CARMEL BOARD OF ZONING APPEALS 40 Carmel, Indiana 49 HEARING OFFICER January 27, 2015 Docket Number 14120004 V Increase the Allowable Percentage of EIFS as a Trim Detail Material City Bank Michigan Road at West 96h Street Development Standards Variance Pauli G. Reis, IEsq. KFNEC :)E'�.�'ULT<< RaMy Bf 4 ichigan Road (it West 96Th ,Street Develolmnent Standards Variance Carmel Board of Zoning Appeals — Hearing Officer Docket No. 14120001 V — Increase the Allowable Percentage of EIFS INFORMATION BOOKLET TABLE OF CONTENTS 1. Findings of Fact Ballot Sheet — Variance for Increase in Allowable Percentage of EIFS Proposed Findings of Fact 2. Statement of Variance 3. Statement of Support 4. Aerial Photo of Site - Location 5. Building Elevations 6. Site Plan KRIEGI DEV A.UILT. CARMEL BOARD OF ZONING APPEALS Carmel, Indiana Docket No.: 14120004 V Petitioner: Lake City Bank Variance: Increase in Allowable Percentage of EIFS as a Trim Detail Material FINDINGS OF FACT - DEVELOPMEN'r STANDARDS VARIANCE (Ballot Sheet) 2. 3. DATED THIS DAY OF JANUARY, 2015. Board Member /Hearing Officer 0 KRIEGIDEVA LT.- CARMEL BOARD OF ZONING APPEALS CARMEL, INDIANA Docket No,: 14120004V Petitioner: Lake City Bank Variance: Increase in the Allowable Percentage of EIFS as a Trim Detail Material FINDINGS OF FACT - DEVELOPMENT STANDARDS VARIANCE The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: the increased percentage of EIFS as a fa4ade trim material will not have any effect on the public health, safety, morals or general welfare of the community and as such will not be injurious to same. 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: the increased amount of EIFS will enhance and promote the Italianate architectural design style of the bank building, which will enhance the use and value of the adjacent properties. The strict application of the terms of the Zoning Ordinance to the property will result in practical difficulties in the use of the property because: without the increased use of EIFS, it will be very difficult to create the detailing important to the Itallanate architectural style required by the architectural design requirements of the Michigan Road Corridor Overlay Zone. Using EIFS material will allow the architect to create more intricate details consistent with the style than would be otherwise reasonably achieved using another material. DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals Clearing Officer that Development Standards Variance Docket No. 14120004 V 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 , 2015. HEARING OFFICER, Cannel Board of Zoning Appeals SECRETARY, Carmel Board of Zoning Appeals Conditions of the IBoardi"earing Officer sane listed on the back. (Petitioner or his representative to ,sign). jLzj KMEiGIDEVAULT P F 1 0 WeCitYBank Michigan Road at West 96"' Street Del =eloper :ent Standards kariance Carmel Board of Zoning Appeals — Hearing Officer Docket No. 14120004 V — Increase the Allowable Percentage of EIFS STATEMENT OF VARIANCE Lake City Bank is seeking a variance of development standards to increase the allowable percentage of EIFS as a trim detail material on the exterior finish of the new branch bank proposed for the northwest corner of Michigan Road and West 96t" Street. EIFS is proposed for architectural trim detailing only in areas along the roofline of the proposed building. A variance to the maximum allowable percentage of EIFS above the ten percent (10 %) development standard is necessary in order to meet the architectural design requirements of the Italianate architectural style under the Michigan Road Corridor Overlay Zone (Section 23C.09K.2.3.). The requested variance is as shown on the building elevations /plans filed and included in this Information Booklet. jo KnJEGj Dr=vA jLT,. Michigan Road at West 96Th Street Development Standards Variance Carmel Board of Zoning Appeals — Hearing Officer Docket No. 14120004 V — Increase the Allowable Percentage of EIFS STATEMENT IN SUPPORT OF VARIANCE This project involves the partial redevelopment of a parcel of land located at the northwest corner of West 961" Street and Michigan Road. By increasing the allowable percentage of EIFS on the non - window fagade area, the project architect will be able to create the detailing important to the Italianate architectural style required by the Michigan Road Corridor Overlay Zone. The proposed current design includes a tall frieze board with corbels that is iconic to the Italianate style. Using EIFS will allow the architect to create more intricate details consistent with the Italianate style than could reasonably be achieved with another material. Q KRIEC:I DE ,AUET F Lake City Bank - Northwest Corner Michigan Road/West 96th Street may, December 22, 2014 N 1:1,315 0 0.01 0.02 0.04 mi Pa rcels 0 0.0175 0.035 0.07 km Basemap information here CORNICE: PRE - FINISHED WHITE ALUMINOM COPING EIFS FRIEZE WITH BRACKETS & REVEA'-S CLERESTORY WINDOWS WITH WHITE ALUMINUM MULLIONS AND FROSTED GLASS DOUBLE BRICK SOLDIER COURSE LIMESTONE /CAST -STONE ENTRY FEATURE WITH INSCRIBED DECORATION CANOPY: METAL CHANNEL SUPPORTS, PAINTED TO MATCH WHfIE ALUMINUM, WITH GLASS TOP BRICK VENEER WALL RECESSED BRICK COURSE WHITE ALUMINUM STOREFRONT ENTRY WITH GLASS ROCK -FACE CAST STONE BASE WITH SMOOTH WA ER -TABLE PRE- FINIISHED WH!T, ALUMINUM COPING BRICK SOLDIER COURSE BRICK VENEER WALL BRICK VENEER CANOPY VACUOU ASR TUBES WITH PXNTED STEEL BOLLARDS ROCK -FACE CAST STONE BASE WIIIfIH SMOOTH WATER- TABIL= v — NHITE ALUMINUM COPING !RNICE WITH BRACKETS COURSE K COURSE MASONRY LINTEL WALL K COURSE WHITE ALUMINUM WINDOW WITH GLASS ROCK -FACE CAST STONE BASE WITH SMOOTH WATER -TABLE East Elevation T South Elevation r a• 4' r Lake City Bank t ()akzCityBanl* 96th Street and Michigan Road Gemmel , Ilndiana CSO Architects 13 January oafs f3w7 PRE - FINISHED WHITE ALUMINUM COPING - - -�� EIFS FRIEZE /CORNICE WITH BRACKEETTS.Q�` 0, BRICK SOLDIER COURSE - - RECESSED BRICK COURSE BRICK VENEER WALL — SMOOTH CAST STONE CAP 10' e 0' RECESSED BRICK COURS - -, ROCK -FACE CAST STONE BASE WITH SMOOTH WATER -TABLE � - PRL- FINISHED WHITE ALUMINUM COPING '.0- - YZO i EIFS FRIEZE /CORNICE WITH _ BRACKETS ENTRY ROTUNDA BEYOND BRICK VENEER WALL — RECESSED BRICK COURSE - - -- ROCK -7ACE CAST STIDN E 50-SE IN TH SMOOTH WATER -TABLE 1,634 s.f. TOTN WALL MATERIAL 196 s.f. E.I.F.S. 12% E.I.F.S. DRIVE -THRU CANOPY TELLER WINDOW WITH ' NIGHT DROP BUSINESS TRANSACTION DRAWER ATM MACHINE 962 s.f. TOTA WAI L. MATERiAI 123 >.f. E-:i.F.S. 12.8% E.I.F.S. / SMOOTH EAST STONE ' P STEEL DOOR, PAINTEO TO MATCH ' STEEL DOORS, PhNTED TO MATCH CAT STONE BASE — ? CAST STONE RASE UP - 2U 0 - ENTRY ROTUNDA BEYOND 02•0A West Elevation a r r PRE - FINISHED WHITE ALUMINUM COPING — BRICK SOLDIER COURSE —BRICK 'VENEER WALL - BRICK VENEER CANOPY VACUUM :AIR TIJBFLS WITH - PAIN10 STEEL BOLLARDS ROCK -FACE CAST STONE - BASE WITH SMOOTH WA_iER -:ABLE North Elevation a r 4. r Lake City Bank t eakeCftyBank 96th Street and Michigan Road Carmel Indiana i3�-,'uwy2015 139033 Architects �5 0 0 i v o Y ro Z Know before you dg CHEI-ITEIlBAIL. 14CYT ES N ❑ _ x SETM I DA'II'A 1. ALL RADII AND DTHER DIMENSIONS FDR 6" STANDING CURB AND CONCRETE CISU~ 0 0 - PROPERTY AREA: 0.92 ACRES CURB AND WALK ARE TD THE FACE OF CURB AND /DR EDGE DF WALK. U BIILDIN• R A• 2. ALL DIMENSIONS ARE TD OUTSIDE FACE OF BRICK DR FACING MATERIAL, LAKE CITY BANK 2,623 sf WHERE APPLICABLE. Y BUILDING HEIGHT 3, BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FDR REFERENCE. OD W W Z LAKE CITY BANK 226' -2' REFER TD RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY V H ca w INFDRMAEON. a ZONING DATA: 4. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 8." DnNIII PROPERTY ZONING ............ 82 5. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TD VERIFY ALL NORTH ..........- 82 EXISTING UTILITIES AND CONDITIONS PERTAINING TD HIS PHASE DF WORK. Nnw D.G SOUTH ............ MARION COUNTY (C5) IT SHALL ALSD BE THE CONTRACTDR'S RESPONSIBILITY TO CDNTACT THE DWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EAST ............ 82 EACH UTIUTY BEFORE WORK IS STARTED. THE CDNTRACTDR SHALL NDOFY Dr-bg TIM, WEST ........... U IN WRITING THE DWNER DR THE ENGINEER OF ANY CHANCES, OMISSIONS, DR BUILDING SETBACKS ERRORS FOUND DN THESE PLANS DR IN THE FIELD BEFORE WDRK IS �hp..pe �o•.�m: STARTED DR RESUMED. _ !i FSSI ntENG FRONT YEAR ................. ................. .......................... 30' 6. ALL SIDEWALK CURB AND GUTTER STREET PAVING CURB CUTS, DRIVEWAY DrnNp NueHWr� SIDE YARD .............. ........................... 15' APPROACHES, HANDICAP RAMP, ETC. CONSTRUCTED OUTSIDE THE PROPERTY REAR YARD ............................................................. 15 LINE IN THE RIGHT-DE-WAY MALL CONFORM TD ALL MUNICIPAL AND /OR STATE SPECIFICATIONS AND REQUIREMENTS. PARKING DATA: 7. FDR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND /DR REPLACE ALL TOTAL REQUIRED SPACES DAMAGE DONE TD EXISTING ELEMENTS (SIDEWALKS, PAVING, LANDSCAPING, 1 SPACE /300SF ETC.) AS REQUIRED BY OWNER AND /DR GOVERNING AUTHDRITY. LAKE CITY .. .............. — 9 SPACES 8. SIDEWALK EXPANSIDN JOINTS ARE TD BE PLACED AT ALL WALK TOTAL PROVIDED SPACES; INTERSECTIDNS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCDRES STANDARD PARKING: ........................ 1B SPACES AND CDNTROL JOINTS ARE TD BE EQUALLY SPACED BETWEEN EXPANSIDN JDINTS AND PERPENDICULAR TD SIDEWALKS AT 5' INTERVALS DR LESS WITH HANDICAP ACCESSIBLE SPACES ................... 2 SPACES AN EXPANSIDN JOINT EVERY 30' DR LESS. TOTAL PROVIDED SPACES ..... ............................... 20 SPACES 9. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW DR WHITE PERCENT LANDSCAPING: 55,219 SF/16,9D2 SF .............47.2% STRIPES SHALL BE PROVIDED AT OWNERS PREFERENCE UNLESS OTHERWISE SHDWN. R—AI-ITID 10. UNLESS OTHERWISE SHOWN, PERMANENT SIGNS SHALL BE MOUNTED DNA SINGLE U- CHANNEL DRIVE POST DRIVEN 42 INCHES BELOW GRADE. THE A art of Lo numbered 3 in North American Park, as e plot P per p o BDTTDM EDGE OF THE SIGN SHALL BE 6 FEET ABOVE THE NEAREST thereof recorded as Instrument Number 8925488 in Plot Cabinet 1, Slide 69 in the Dffce of the Recorder of Hamilton County, Indiana, PAVEMENT EDGE ELEVATION. and part of the Southeast Quarter of Section 7, Township 17 11. RESURFACE DR RECONSTRUCT AT LEAST TD ORIGINAL CONDITIONS ALL North, Range 3 East in said County, being more Particularly AREAS WHERE TRAFFIC BY CDNTRACTDRS, SUBCDNTRACTDRS DR SUPPLIERS described as follows: HAVE DAMAGED EXISTING PAVEMENT, LAWNS DR OTHER IMPROVEMENTS DURING CONSTRUGTON, AFTER CONSTRUCTION WORK IS COMPLETE Commencing at the Southwest comer of said Southeast Quarter 12. FOR PROPOSED UBUTY LOCATDNS, SEE THE UTILITY PLAN. Section; (hence North BB degrees 56 minutes D5 seconds East (assumed bearing) along the South line thereof a distance of 13. TEMPDRARY TRAFFIC CONTROL DURING CONSTRUCTION TD CDNFDRM TD 343.23 feel; thence North 01 degree D3 minutes 55 seconds West APPLICABLE LOCAL AND STATE STANDARDS, o distance of 49.98 feet to the north right -of -way line of West 96th Street as described In a Warranty Deed to the State of 14. ALL CONSTRUCTIDN METHODS AND MATERIALS MUST CONFORM TD CURRENT Indiana, recorded as Instrument #20D1000273B6 in said Recorder's STANDARDS AND SPECIFICATIONS DF THE FEDERAL, STATE, COUNTY, CITY, Dffce and the POINT DF BEGINNING; thence North 19 degrees OF DR LDCAL REQUIREMENTS, WHICHEVER HAS JURISDIGTIDN. minule 17 seconds West o dis(once of 153.78 feet; thence North 15. ALL CONSTRUCTION ACTIVITY ON THIS SITE TD BE PERFDRMED IN 71 degrees 16 minutes D2 secands East a distance of 214.39 feet CDMPLIANCE WITH APPLICABLE D.S.H.A. STANDARDS FDR WORKER SAFETY. to the southwesterly right -of -way line of U.S. 421 (Michigan Road) as described in o Warranty Deed (a the State of Indiana, 16. All PAVING WITHIN THE EXISTING AND PRDPDSED RIGHT OF WAY SHALL recorded as Instrument 12DOD00038345 in said Recorder's Office, CDNFDRM TD THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. the following two (2) courses are along the southwesterly THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TD right -of -way lines of U.S. 421; (1) South 18 degrees 42 minutes SCHEDULE A PRE - CONSTRUCTION MEETING TD REVIEW THE DEPARTMENTS 26 seconds East 47.55 fee(; (2) South 21 degrees 43 minutes D2 (INSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS seconds East 49.10 feet to the south line of the olaresaid Lot REQUIRED INSPECTIONS FDR CERTAIN STAGES DE WDRK, AND TD REVIEW numbered 3; thence North 86 degrees 36 minutes 10 seconds THE AUTHDRITY DF THE DEPARTMENT AS IT RELATES TD WDRK WITHIN THE 'as ! along said south line a distance of D.95 feet to the RIGHT DE WAY. southwesterly right -of -way line of said U.S. 421 per the oforesuid Instrument #2001DD027386, the following four (4) courses are along the southwesterly and northerly right -of -way lines of U.S. j('j[r 'ate 1440= 421 and West 96th Street; (1) South 21 degrees 45 minutes 00 seconds East BODD. feet; (2) South 12 degrees 12 minutes 19 THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS seconds West 27.10 feel; (3) South 53 degrees 23 minutes 49 REPORT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TD ANY seconds West 2D22 feet; (4) South 8B degrees 1D minutes 15 OTHER UNCERTAINTY IN LDCATION DR ELEVATION ON THE seconds Wes( 18B.64 feet to the Point of Beginning, containing REFERENCED FLOOD INSURANCE RATE MAP. THE WITHIN DESCRIBED 0.92 acres, more or less. TRACT OF LAND LIES WITHIN PANEL 1B057CO225G; WHICH HAS ND SPECIAL FLOOD HAZARD AREAS. Hi=IrIft4c�- ][.,IE7�C3'IE1�� IlZP� �II..A�1� II.JEEcC�' INLET OR CATCH EAST! 1 MANHOLE LIGHT DUTY ASPHALT CB00 I- MAN HOLE AREA OF UNITY POLE O CDNCRETE PAVEMENT C8OU �1 GUY INRE UDUIY PEDESTAL _ Fj : 2 HEAVY DUTY ASPHALT CBOD [I METER q� - HYDRANT -ab WATER VALVE ROW PAVEMENT ' CBDO DA, WATER METER IRRGADON VALVE O 5 6- CONCRETE CURB GAS METER C800 SIMS �Ym O INTEGRAL CURB AND WALK uAAIBOx C8OU G(; i TREE. SHRUB 6 ky" BENCHMARK O ACCESSIBLE CURB RAMP TYPE K CBDI ......_ .... ... ............ UNDERGROUNO PETROLEUM PIPELINE 7 - - - - --- E -- - - - - -- EL Ikrc O ACCESSIBLE PARKING SIGNAGE C801 ..... UNOERGROUNO TELEPHONE UNDERGROUND FIBER OPEC OE ACCESSIBLE PARKING PAVEMENT MARKINGS - - uxDERCRWxO FORCE uew cool UNDERGROUND GAS LINE O PRECAST CONCRETE WHEELSTOP -- -- UNDERGROUND WATER LIRE Ca01 - -- SEDER OG PAVEMENT STRIPING, 4" SOLID, COLOR WHITE - - UNDERGROUROU ND STORM SExFR ..,_ .. -• EDGE Or woods g -. FREE LINE O SDEWALX .- Plow LINE PRC4Eatt BOUNDARY ux[ O BICYCLE RACK — — — — — EASEMENT LINE O 12 CURB RAMP TYPE F C12 En Z Zj U w z N ❑ _ x _J o w - z CISU~ 0 0 - 0u u° I ^^ W O k' u F � - s U So 0 it Y a� ~�Q OD W W Z �3 �Z °z a- x iii- d (wr�9� V H ca w lu p = Q a J � 8." DnNIII =—.I 1n R.rNW W Nnw D.G Or. By �Tcowjol Dr-bg TIM, SITE PLAN CwHIMO By, �hp..pe �o•.�m: *; PE TID11395 : A E STATE OF _ !i FSSI ntENG DrnNp NueHWr� 0200 Protect MwM.n 13037 INE SM IDER CQRPORARW PRDACT y 33U2W4