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HomeMy WebLinkAboutPacket 10-19-04 I I I I I ,.'1. 1 -'I. ; 'I ' 'I -11 1\ I 'I I I I I I :1 Bingham McHale LLP attorneys at law DP/ADLS Petition BW Partners by Mary E. Salada, Esq. 04070033 DP/ADLS 2700 Market Tower lOWest Market Street Indianapolis, IN 46204 317.635.8900 binghammchale.com ST. VINCENT MEDICAL OFFICE BUILDING (filed as Medical Office Building, Carmel, Indiana) 10801 Michigan Road (approximate address) For October 19, 2004 Carmel Plan Commission I I I I I I I I I I I I I I I I I I I BW PARTNERS St. Vincent Medical Office Building Informational Packet 04070033 DP/ADLS TABLE OF CONTENTS Tab 1 . . . . . . . . . . . . . . . . . . .. Project Narrative Tab 2.................. ..Aerial Photograph Tab 3... . . . . . . . . . . . . . . . .. Site Plan Tab 4. . . . . . . . . . . . . . . . . . .. Elevations Tab 5....................Sight Line Exhibit Tab 6....................Lighting Plan Tab 7....................Signage Details Tab 8.................. ..Commitments 1 1 1 •palsanbai saoueuen 2uideospuej ou pue s2u?Iuejd uo ?lepunoj jueog?a?s ql ?m `ialatuuad alp u? pap?no.Jd oq pylon& `ajq?ssod a�a tjm `uo ?len.JasaJd 004 atuoS •ware 2uplied aul upinnek pue iaaow gad a.njua at[I se NOM se `a5eluoy peog ue2ttlom aul 5uole pasodoid st utdeospuej antsualxa `Xljeuo ?I ?ppy �u ?IielaP S'3'I'g ul ?n& pale1othoou? mum Su?uaa.Jos uI ?n& `sap ?s j[e way ma ?nJo Ino oq pjnom shun DVAH doljoog •Ig5loq u? laaj 0£ le jode.nd atq jo dol oty ul ?m `sluaooe auols Iseo ialgS ?l pue }jouq poi tjl ?n& paoej oq pjnom 5u?pj?nq aq j •aji(ls ue?5JoaD aryl ut Sulpjmq aot jo leo?patu iCzols -oml sasodoid sJauped `auoz /Cryan° ail 2upoadsag SrHVIaa aMV `11I11LDaIIHJMIV `1dAi ONKFIIf H 1 palms /Cjjeapt s? osn o gjo jeo?patu atll go?tln& jo 'raw Iuotu ojdtug je?o.zatutuo0 jeuo?Sag i(I?sualul moZ e uplum aI ?s spy saz?u2ooaz ueld a n?suatjaAuto3 0141, •Xejzanp lop ?.uo3 peog ua?uoiJA I Zt iCemtj2 ?H SIl aul u?tjl ?m pue Z -g pouoz s? i i doid oq NV Id IAISMaHD2IJI%IOD (NV OMllMOZ 1 •(Io euuadns tjs.rew 5u ?Is ?xa uU JO glrou iCjale ?potato?) peog urEITIIA1 10801 Xjaletu?xoidde P `Su?pjmg aot330 jeo?payAT luaou ?A IS se umou)j `2u?pj?nq aoTJo jeo ?pauz looj aienbs 001 e .zoj ap?noJd of jenoJdde a2eats pue guideospuej `u2 ?sap `leznloaltgore pue mid luatudojanap slsanba.t sJaul.zed Aug MOIIVDO'T aNIV �ulazing 1 1 (euetpui lauue0 `2uippng aoj30 leaipaJ,s se Pam) 5utplmg a °WO Ieatpai \I 11,130u1A •1S UpUioS sinv `SmItixvd Atg 1 aAIIVHIIVM 1DarOHd 1 S'IUV /da ££OOL010 1 I I I I I I I I I I I I I I I I I I I PREPARATIONS FOR FUTURE DEVELO;PMENT The St. Vincent Medical Office Building and related parking would be constructed at the south end of an existing overall parcel of 9.188 acres. A.. new detention pond would be located north of the building, engineered to service this ~outhem portion of the overall site, as well as a future development to the north. ACCESS None of the site would have direct access to Michigan Road, but would gain access from a new private frontage roadway to be constructed. This 'frontage roadway would connect Weston Pointe Boulevard in the north to the Marsh adjacent to the south. Access to the Marsh site would be provided utilizing a long-standing ~asement established for access and potential drainage purposes. Therefore, the St. Vin~ent Medical Office Building would be accessed via Weston Pointe Boulevard and/or the Marsh site. SIGNAGE Three wall signs are proposed, one on each of the north" south and west facades. None of these signs would exceed the maximum 75 square foot standard. One ground sign would be located in the north of the overall property near Weston Pointe Boulevard, the frontage road and Michigan Road. VARIANCES Variances are requested to support the proposal: The first variance category concerns the requested number of wall signs at three, one for each of the north, south and west facades, where the ordinance would otherwise allow one such wall sign for each street frontage. Given the lack of direct access and the significant overall Michigan Road frontage, the requested wall signage, being compliant in size, is justified for both the Michigan Road fac;ade and for the north and south facades to benefit north and southbound traffic. Another variance concerns the height of the ground sign requested to be 7 feet tall, where the ordinance would otherwise allow for 6 feet in height,. Given the size of the overall site, the future development projected to share the ground sign, the separation of the ground sign from the St. Vincent Medical Office Buildilfg, and the number of tenants, the additional one foot in height is justified. I I I I I I I I I I I I I I I I I I I Lastly, a variance concerns the building's projection/recession along the south fa9ade. The south fa9ade would be provided with a 10-foot proj;ection/recession at an 83-foot interval, while the ordinance would require an 8-foot prpjection/recession at a 60-foot interval. Given the existing development to the south (facing the rear of the Marsh/loading docks), the superior overall building design, and the minor nature of the deviation, the intent of the overlay ordinance is met, and the deviation is justified. CONCLUSION The St. Vincent Medical Office Building project will be a significant asset to the Michigan Road corridor. Being consistent with the existing zoning and Comprehensive Plan, consistent and compatible with the architectural st.andards of the overlay ordinance, consistent with the landscaping standards of the overla~ ordinance, and compatible with the intentions of the sign ordinance, the St. Vincent Medical Office Building represents an outstanding addition to the West Carmel vicinity. I I >- [!) :>t: a:: <( ~ ~ ~~.~ ,~, g en go ~o <If') ~ =11 a:: Y: CD Y: o '-' /';f:;:~i~??:;\ ~ (1O~"j ~ - . . - \~i.~;G~~~/ Indiana, bei particularl LEGEND TYPICAL PAVEMENT SECTION PAVEMENT SECTION MEDIAN RAMP 9'x18 PARKING SPACE 9'x20' PARKING SPACE CONCRETE CONCRETE SIDEWALK @ @ @ @ (S) <D @ lib. ~ TO GRAPHIC SCALE MACHINE EXTRUDED CONCRETE CURB EQUA PERM A-CURB AS MANUFACTURED BY ft. ( IN FEET inch = 50 <( z <( ~ N ~ If) d, ..t- IX) ;:::::- 5 X ~ r-- 01 (() I ~ r-- I o o IX) I If) ~ Ii1 ~ IX) r-- 5 .1-\.. . ...... .... .'. ":::;-. . ~~~.. ::1::;::;: ~:"'''~ o 2 o --.J :) 2 t-m <(2 --.J W W 0-. 00 2LL W -LL t- >0 (f) · t---.J (f)<( o o w 2 OF J08-NQ'49335 VI a:: J: VI G: (f) 0::: o >- w > 0::: :::J (f) o z <( ---1 I (f) 0::: W W z <3 z w '--' z i= ---1 :::J (f) Z o U ATTAIN MAXIMUM MOISTURE RETENTION. EPOXY CON~E1E CUR ASPHAlT SURFACE: COURSE ASPHAlT BINDER COURSE . '. : .. . . . .'. ..... . . ..:: : I ~USHED SrONE BASE '/^Y^Y)~Y^Y)~Y)~.Y- COt.f ong ~rth d 67 SPACES 5 SP ACES 72 SP ACES NOTE: NO PORTION OF THIS SITE LIES WITHIN THE FLOODPLAIN. PER FIRM NUMBER 18057C0205F, DATED FEBRUARY 19, 2003 CON~ETE OPTI~ ~ w L a:::: <( u C101 ~ l.DCA11OH Of ALL EXISTING UNDfJICROUNO unUT1fS SHOWN ON 11115 fUN ARE BASED ~..~~ ~.;.i,~ . _ modo up>n tho ground by _I Ala) ~ (20') -HOLEY MOLEr SAYS: ~ 1-800-382-5544 em. TOLl. FIll! 1-800-428-5200 FOB CALLS OU7SlDl OT Df1JWiA TO SEA 33 SP ACES FUlL. DEPTH ASPHAlT OPTION @@ @ Q)0(j) ON SI TE . SURFACE: ll1 " BINDER J ~~':"i~';:;~}:f';~ :: ::: :t:::' , . y' . ~ ~/ COMPACTED SlJBGRkt: HEAVY DUTY I TYPICAL PAVEMENT COMPdSITIONS (FRON~~~~~AD) \ ! ! I 12 REGULAR DUTY TYPICAL PAVEMENT COMPOSITIONS (ON SITE) NOT - TO-SCALE easements. ights-of-ways, ft. sq. SP ACE PER 300 2.03 Ac.:I: (66.06%) ! ! t \ I ~ ~ \ v cg '0' c:- \ \ 1 \ I \ \ / --- \ --- --- --- ~~ ~.~ \ ___ ~f:Ji' .., \ \c.ift ____ \ \.- ___ --- <jJ'J..'J. ____ ... ~---- ( ~ \ ~ \ ~ J ~ -- ~ , ~ \ ~ ~ ~ ~ &,,:>.<tJ \ ~ ~l ;.~i 24 6" I I I I I I REVERSE GUTTER CHAIRBACK CURB I Q~ 3.073 Ac.:I: PARKING PROVIDED REGULAR: HANDICAP: TO TAL SITE SITE OPEN SPACE LOT COVERAGE m I ~rUI TYPICAL PERIMETER PARKING STALL \ ! 20' y, NTERIOR PARKING STALL 2' CURB mF1 10' TYPICAL ILDING PERIMETl PARKING STALL CURB DETAIL (ON SITE) EXTRUDED CONCRETE c. ~:ilf' ~1,% \~1 ~~~ 1.9. ~ ASPHAlT PATH 1101 SYO. BH\JN SURFACE NO. 11. LV ON 220# SYO. B!1\JW BINDER NO.8, LV ON S. COMPACTED AGGREGATE BASE, SIZE NO. ---.JL. ---.JL. SURVEYOR !f~~WTh~tD~!:.:C-i:~~~~(1 III=:I! 1=1 i 1=11 !=! I '=1 I 1=1 11=I.T~~O~.~.f,UTURE.S!L~III- =111==111==11 1==11 1==111==1 I j==: 11==11 ~==i I i==m=::J II==m nPlCAL ASPHALT PEDESTRIAN PATH CROSS-SECTlON PERFORATED SUBSURFACE DRAIN <SS!). PI _:TH J6U<lIIUII 0.5> CRA~:&IIT. seE DSVELOPII!I:!lT PLAN roR SI1:IS <8" Ii:NUIUIU AHD IMVERT eLEVATIOIIS. SWALE DETAIL COUNTY HAMlLTON REQUIRED S' TYPICAL OFFICE OF' THE UNDERDR I I I I I I I @ @ @ Q)@(j) I I s.w. COR., S.W. 1/4 SEe. 6. 117N. RJE WITHIN INVERTED STREETS UNDERDRAINS I I I .,., ,..., ~ " ~ =1 ~ ;::;: a o ItII! !n~ "" " ~ ~ ~ ~;_-J= .r iU >~c; ~~~ ;1" ~s ., ~~ .,.., :-: ""'r 5~ ;0:-:;0. "::"., ~> ."...: ~ ", ~>-7 ~L. :0 <i~ ii....., ';:c tI1 t"" tI1 < > -....., ~~ ~ ..;~ 0 "';1': g".... >-7 -~~ ~ "'-_0.-0 ~~ - ~ ~ ~.~ ~ '-I' ~? -- -- -----~~------------- g ~ 9 ~ S ~ ~q ~ ::;i ;;:; ~~ ~o :I. 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