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Packet 08-19-03
DUKE CONSTRUCTION in partnership with The BLAIN GROUP 11805 Pennsylvania 4.00 Acre Development College Avenue and Pennsylvania ADLS Approval Docket No. 111-03 ADLS Planning Commission Approval CarmeVClay Plan Commission August 191h, 2003 Current Owner: Bankers National Life Insurance 11815 N. Pennsylvania Carmel, IN 46032 Future Owner: The Blaine Group 39209 West Six Mile Road, Suite 1 11 Livonia, MI 48152 Architect: James Blaine Associates 39209 West Six Mile Road Livonia MI 48152 and CSO Architects 280 E. 96ih Street Indianapolis, IN 46240 Civil Engineer: Woolpert LLP, 7140 Waldemar Dr., Indianapolis, IN 46268 General Contractor: Duke Construction, 600 E. 96i6 Street, Indianapolis, IN 46240 s!I,R~CF/~jiFD ~ '~~3 ~~~5 TABLE OF CONTENTS I. Explanation II. Applications III. Zoning Map and Aerial Vicinity Map IV. Site Renderings V. Building Elevation including Signs VL Lighting Cut Sheet VII. Site Plans including photometric and landscaping plan. 1 1 1 1 Tab I t EXPLANATION Duke Construction, LP in cooperation with [he future owner of the subject real estate, The Blain Group, is partnering for [he construction of the project to be known as Americenters. The Blain Group will be the owner and operator of the Americenters facility proposed a[ the southeast corner of College Avenue and Pennsylvania within the City of Cazmel. The real estate is outlined in [he aerial photograph included with [his brochure. The project will reside on a 4.00-Acre tract of land at the above mentioned corner and is zoned B-2 as depicted on the included zoning exhibit included with this brochure. The property is outside of the US 31 Overlay District and therefore subject to the B-2 requirements of the Carmel/Clay Zoning Ordinance. The application of Docket Number 111-03 ADLS contained herein is detailed in this brochure. The project will consist of a one-story office facility of initially 19,149 Gross Square Feet (GSF) with the expansion plans that will increase [he size of [he facility by 8,692 GSF to a maximum total square footage to be developed on this property al 27,841 GSF. This facility is a for lease small office space facility [hat caters to the needs of individuals or companies requiring temporary or permanent office space ranging in size from 500 SF or less for a single office or additional square feet with multiple office opportunities. Americenters includes opportunities for the full corporate environment including: All exterior Offices News and Financial Monitors Parking Mailbox Conference Rooms Mail Delivery Meeting/Seminar Rooms Receptionist Phone Attendants Lobbies Kitchen Maintenance Cleaning Services Notary Service Tenants of the space will have full services provided in this facility and will have full secured access to the facility. The facility will be owned, operated and maintained by the Blaine Group. Tenants of this facility will be provided accommodations [hat will allow [heir businesses to operate in a full service office environment. Further information on [he Americenters facilities can be found at httn://www.americenters.com 'The construction of this facility will include veneer cast stone-limestone color, brick, and glass as depicted on the enclosed elevation and rendering. The site will include 73 parking spaces to exceed the required 69 spaces required by code. Exterior lighting will be pole-mounted lighting and will replicate the lighting on the property immediately adjacent to the south in regards to fixture type and height. There is no proposed signage for [he facades excepting the address of the facility however two ground-mounted signs arc proposed along each frontage of [he property and are proposed to be illuminated with ground lighting. Mechanical equipment will be roof mounted and the elevations are designed to sufficiently screen all roof mounted mechanical equipment. The site is not subject to Development Plan approval process. Pennsylvania Street is currently four lanes but pursuant to thoroughfare requirements an additional 5 feet of right--of-way is proposed across [he frontage of [his property. The project has been designed [o accommodate this additional right-of-way if future Pennsylvania improvements warrant such. Likewise, an additional 1 to 3 feet of future right-of--way along the west side of College Avenue will be accommodated [o meet the Thoroughfare Plan requirements. The project application described and outlined in this petition provides the details of this project, which has been designed and proposed to comply with the ordinance and the Carmel/Clay Thoroughfare plans as well as be complimentary and compatible with the surrounding existing structures. The project was presented before the TAC on July 16'", 2003. We have received comments from all members for the TAC and the material contained herein incorporates changes made pursuant to all TAC comments. The enclosed plans are submitted for consideration and approval. We look forward to presenting this request to you on Augur[ 19'", 2002 at the regularly scheduled CarmeVClay Planning Commission meeting. Respectfully submitted, Blair D. Carmosino Development Services Duke Construction u LJ Tab II Date DOCKET NO. APPLICATION for ARCHITECTURAL DESIGN LIGHTING and SIGNAG F'EE: 700.00 (Plus $35.00 per acre when NOT accompanied by a Development Plan) Name of Project: AHERICENTERS - cARMEL Address: SW CORNER OF PENNSYLVANIA AND COLLEGE AVENIIE r Type of Project: OFFICE Applicant: DIIKE CONSTRIICTION LP Phone No. 3y-aos-6oo1 Contact Person: sLAIR D. cARMOSlxo Phone No. 31z-aos-6v9 ' Address: 600 E. 96TH STREET, SIIITE 100, INDIANAPOLIS, IN 46240 ' Legal Description: To be typewritten on a sepazate sheet ' Area (in acres) 4. oo ACRES Zoning H-z Owner of Real Estate: snNxERS NATIONAL LIFE INSDRANCE COMPANY Carmel: ~ Clay Township: Annexation: Y or N Other Approvals Needed: PARHING No. of Spaces Provided: 73 No. Spaces Required: 69 DESIGN INFORMATION . Type of BuIlding: OFFICE HLnG. No. of Buildings: 1 19,149GSF Pfl.I Squaze Footage: s,69zcsF illieight: zl'-6" * No. of Stories 1 Exterior Materials: sRlcx s sIMII1.nTE~olors: RED/oRAxcE HRICx, sLIIE CLASS, ALDMINOM L"IIdES UMINOM, GLASS Maximum No. of Tenants: PHI-66 Type of Uses: OFFICE 104 TOTAL W/PH II ' Water by: IWG Sewer by: cTRWD * NOTE: mas. bldg. height used here ' s:\forms\adls.app revised 11/7/00 1 LIGHTING '- Type of Fixture: 4ooW NPs. Height of Fixture: 30 FEET No. of Fixtures: 9 Additional Lighting: LIGBTING of slcxs * Plans to be submitted showing foot candle spread at property lines, per Ordinance. ' SIGNAGE r No. of Signs: z Type of Signs: GRniTNn LpCahOn(S): PENN FRONTAGE -COLLEGE FRONTAGE -SEE SITE PLAN Dimensions of each sign: 4' i -o" TALL x 9' -2" WIDE - 12" DEEP Square Footage of each sign: 36' -s" Total Height of each sign: t ~ _n" LANDSCAPING * Plans to be submitted showing plant types, sizes, and locations *****************ss*********s*******s********** I, the undersigned, to the best of my knowledge and belief, submit the' above information as true and coA.ect. {~"• ; `~- DEVELOPMENT SERVICES Signature of Applicant Title BLAIR D. CARMDSINO TmY 7 20n'i Wit) Date * ,k * * * * # # * ~k * * ~k * * * * ~k ~k # - * * * # * * ~k * ~k ~k * # * k ,k * +k State of Indiana, SS: County of ~Q~-. Before me the undersigned, a Notary Public for n /f /In,/ ~untY, State of Indiana, personally appeared ~iK~a ~ (/~~~'kD'J-fitta and acknowledged the execution of the foregoing instrument this -~ ~" day of , 2(gl '~_• My Co 'Sion Expir - - Notary lic s:\forms\adls.app revised 11/7/00 - 2 [~ 1 r ~~ Tab III ~~c - -__...~.._...- _.._.,, :--°~-~ m,o._~ _` ~'~-~ ?~ ._~"~ ~._ f` ~,. _.---_.....ti -. '~ q ~.,..; ~- ~-.-i.. • ,. T19'~F4 S'T' T'~: is ,. r ,~ i ,~ Tab IV -. J! _. ~ ~ n .~. w~`7"~-`~ k'1`~!~? '~''~'.'!~'-~{'~ '~~~.T~~~`'~+ ~r/ ~ ')~ ~' 'i'' ~ ,~~ .p~v~ ~`>ti ~'~~j`P,y'~`~~'~ ~~ jr 4~G~'Ir~~~~~~~ ~~~'~~k~ ~~ ~ ~ Y ~ ~ il.~ry~ I ~..~~ f li. ' ~; ~' ~ ~fR([X5 y~1 ~ W ` . i - /~n r1 d~- ~ri i. 2~,~~ ~.. t~ j5 ry; ~ "ti~ , ~t~, ~i~t'~,}~ 1 ti , ; ;~ Y„t,, ~.~,k "~ ~~ ~ ~ .•a , ~A.` ~+` .. !~,-' .~~%~~~`~" 4 ~ ~r ~I M1 d; ~4R"'lwi~bi'~~ ~r~t 1~~~~1~'~.. ryti~~kk~}~1''~ f, v ~y ~~~~~'{ S ET tl, ~ , •k ~..t~+'''C,l~ie~ ~ ~~ ,~ry~ M ~u, r + ~ ~ ~. .~ ~~ ':. . 'ti. 4 1 ~ a ~s 1' (5 ~ >~~;. ~ ` ' ll 4 ~~ ~ ~ e~.' I. .~,y , ~ ~, ~' ,.;~ ~~,,~ , ~ '°~+ _ ~ r 'r I I ~~,p x•K ~4 ~ 1~ ~, f ~1k TIC I~ ~_ "'~t3,~~~ ~.. x'71 ~ ~ ~1 If ~d fl10!4 ~~ N'~' RFR ~ -t + - ' ~~ y" I . 1 f Y +KyC" a . v. :~ ~ r. ' .. i ,. .I „~, , .I A ~~ ue REALTY CORPORpTIGh - Elf - HERS E7.ECl1f~4 "JFkc:k NFiW~RK Carmel, Indiana July 2003 23165 it James Blain !~ Associates ArchitectslDesigners C ~ O r i 1 1 1 1 1 1 Tab V Sfl.z,~6/ 61l/FStG^uw- ~~ -~~ r,~ ri' r~~l~E r ~ .;., ,,; 1 ?X' G% "A2V': f ~ ~ld~'.,I~L9 > VC9'J~: St4 i%-i2. ~?i714`>LAiPCG rws: >.t ~aa.u ^~vr .A,.i i_~. I ri i_IJ~tF PL UM'V'J14'r'POlAE 7 - - . ~ ... ~' i ~I u! i I ;~^ ~--~- - . ~ , .~. ~~r~ sr a.~ y~f~riw ~, .. , a,~;~: r,,: r: ;~~ 1d:J1~ r ~,,:. "NLAie / ,Ir.~~ t,_ . ,. u s rrd*'r ~,;i.,~rw% al~ilh'PC ~I1?EifL'N; f3Fr': ~~nJ - U'LL~ I11giGG ".L?1.Fiili( ..~;55IV ~..i". PA"2'.D A.ll'la.~.p4 iioslrs5 F'. i~'.:1~F'LU(i't w~ ((. '.1 '' iIT~.1.PiT 0 LIt~AC^.tC"4C ce'vo~D) '~G / K(14,Td ~'%K ~~,1~J~iJt1~ ~L~Via.'IEJN ~:/ ., „ __.. ... _ _ ., r~~o,tt ~~.,. .Ufa ,( `.h?J q',N i /A G 1 ^01'C~~'%+sN,~r +'ly -p' r,~r~ r:,rv_'' y ---_. . c ~~ '07 ~ p~,~, ~ r, -_'T V' ~.I 1 rr ~~ p~rf'; ` !L r~n~i~~_~_, 9 ( F ^'t Y ~ n N;~r fi\l 1 ~'.s',,_~ ~~?1111d ~I,~Vf~`l~r~l : NC6?1N b1~NC~ i 1 ~°~ER~ N~ERS '~ dames Blain ~, frXEClli'~~_ fif C_f .;F'JA",IiY. Associates ~ u ~ Carmel, Indiana ArchitectslDesigners f''- REALTY CORPflRAT10N ~~~~ 2003 231$5 V S O g~rdl.AfFA%61rng5{p'.F t iFVrrac, ~ ~. . ~~~ { -;~ , A~Cara~s , SIGN IL`J,~',TIC~N r ,.,,,, , ~ K,., ~,.u~r~.n.r ~.,+M:S ~ ~ r(. ~Uh110N ~~ _ , {M~~Lhm9 LIhLi`(iSS--i ~, H TYPE: DESCRIPTION 1 1 I~ The Vision floodlighting series can help to develop both the character and image of [he spaces and objects they illuminate. Offering a vas[ array of both optically and architecturally specific options and accessories, unmatched flexibility in application is the benchmark of the Vision Series. U.L. listed and CSA certified. APPLICATION The Vision Flood features a variety of optical designs which deliver maximum beam control for architectural facades, signage, monuments, airport aprons and building perimeters. CATALOG K: SPECIFICATION FEATURES McGRAW-EDISON® A ~~~Housing One-piece, soh form housing is die-cast of low copper aluminum and maintains a nominal .125 gauge thickness to endure the toughest environments while maintaining precise tolerance control. B Door Die-cast, low copper aluminum door is nominal .125 gauge thickness and maintains concealed hinging to the luminaire. Door is secured via four (41 tamper resistant recessed stainless steel, fasteners. Integral [o the door frame is an accessory channel for the mount of both the top visor and barn doors. 1 1 1 DIMENSIONS C G Lens Tempered glass is .180 thick and secured to the door frame in conjunction with aone-piece silicone gasket. O O O Y2 dim. O ' COOPER LIGHTING 10' tn•I D ~~~Gasketing Continuous silicone gasketing is fixed within the door and meets the housing to forbid entry of contaminant's and moisture. E-~Optical Modules Five 151 optional, segmented optical modules available including vertical flood, horizontal spot, narrow flood, wide and medium flood. All modules feature quick disconnect attachments and are manufactured of 95% reflective lighting sheet. Optional barn doors and top visors available as accessories. F~~~E lectrical Components High Power Factor (HPF) ballast components are strategically located and heat sunk to the housing for cooler operation and longer life. The Vision Flood is rated for 40° C ambient conditions. Accepts up to 175W Metal Halide or 150W HPS source types. G ~~~Mounting Heavy-duty, low copper die-cast aluminum knuckle utilizes a "taper-lock" adjustment far both solid attachment and precise aiming control. Knuckle adjustment is made via one (1) captive fastener consistent with door frame fastener. 3G vibration tested in all planes. Optional direct slipfitter mount available. 5 0. 7 7 5 W Migh Pressure Sodium Metal Halide ARCHITECTURAL FLOODLIGHT ~• series H -Finish Standard colors are grey, white, black and bronze polyester powder coat. Consult the McCraw-Edison Architectural Colors brochure for a complete selection of other available colors. i ADHOfl]63 ~T VFSVISION FLOOD SMALL NBrrOW Flood: VFS-K-1]S-MH-120-NF NEMA IES Type 3 H x 3 V Maximum Candela 53.092 Beam Angle-50%of Maximum 16 H x 23 V Field Angle-10%o(Maximum 30Hx15V Field Lumens 6,211 Field Efficiency 64% Total W mans 9,950 Total EHiciencv ]t% Medium Flopd: VFS-K-1]S-M H-120-MF NEMA IES Type S H x 3 V Maximum Candela 25,690 Beam Angle-50%of Maximum 52 H x 18 V Field Angle-10%of Maximum ]d Hx 4tV Field Lumens ],542 Field EHicienry 51% Total Lumens 11>4) Total EHiciencY 66% ORDERING INFORMATION W ids Flood: VFS-K-t]S-MH-120-WF NEMA IES Type ]Hx6V Maximum Gantlets 8,31fi Beam Angle-W%of Maximum ]0 H x 55 V Field Angle-tOYo of Maximum 132 H x 103 V Field Lumens 11,232 Field Efficiency Bt% Total Lumens 11,]02 Total EHiciencv 8d% Vertical Flood: VFS-K-1)S-MH-120-YF NEMAIES Type ]Hx6V Maximum Candela 5,420 Beam Angle-50%of Maximum 90 H x 58 V Field Angle-10%of Maximum 11]Hx 130V Field Lumens 9,664 Field ERiciency 69% Total Lumens 9.956 Total Efficiency ]1% VFS VISION FLO00 SMALL Hori2o ntal Spot: VFS-K-1]5-MH-120-HS NEMA IES Type 6Hx6V Maximum Candela 10,696 Beam Angle-50%of Maximum BOH x2]V Field Angle-10%of Maximum 111 H x 120 V Field Lumens 10,8]2 Field Efficiency ]6% Total Lumens 11,59] Tnral FHicienrv 83% SempM Number: VFS-K-150~MH-120-NFWH VFS K Product Mounting Eamp lamp Vokega `• Distribution Family Type Wattage Typa' 120=120V NF=Narrow VFS=Vision K=Knuckle 50=50W MH=Metal 208=208V Flood Flood TO=]OW Halide 240=260V HS=Horizontal Small 100=100W HPS=High 2TT=2AV Spat 150=150W Pressure 34]~34]V MF-Metlium 1T5=DSW Sodium 480=d80V Flood MT=Multi- WF-Wide Tap FIOO0 Wired VF=Vertical 2]]V Flootl TT=Triple- Tap Wired 31]V Options Celan Accessories lortler separately) )add as suHixl ladtl as suHix/must JBaArchitettural J-Box with 1@' NPS Entry F=Sin91e Fuse specify)' SM=Stanchion Mount 1120, 2]], 34]V) eK=Black ST=Stanchion Mount Tenon FF=Double FUSed AP=Grey WM-Wall MOUnt 1208, 240 or 400VI 62=Bronze WMA=Wall Moun[ Arm PC=Button Photocontrol WH-White WMT=Wall MOUOt Arm )Tenon MOUntI WI=Weatheretl Iron TMA=Twin Mount Arm .35 EPA iMT=Twin MOUnz Arm A2 EPA IFlts 2' Tenonl SF=Slipfitter IFits 2' Tenonl PM1-Post Mount Extension .t2 EPA PM2.pouble Mount Extension .12 EPA SMT=Surtace Mount Tenon BD-Barn Doors 1.01 EPA TV=Top Visor .6 EPA VS=Vandal Shield ACCESSORIES WMA WMT WaII MOUat Arm Wall MOpnl Arm IFils T Tenonl TMA Twin Moum Arm I Lighting TMT Twin Mount Arm I Fns T Tenonl o ~ WM i Wall Mount I JB Architectural J~BOx SM Stanchion Mount 0 0 ~ SF Slipfiner ST SMT (Fits 2' Tenonl Stanchion Mount/I'enon Surtace MOUnt Tenon 0G O PMt Past Mount Extension D a o4 DMZ Double Maum Extension Nora sPemicnioos.oe aim..:ioo...bi.e to ma.y. whnom iwa<a. vmw.cooperlighting.com Customer First Cen[ez 1121 Highway ]/South Peachtree Ciry, GA 30769 ]]0.186.6800 FAK ]]OABfi.4B01 ADHO1}Tfi9 'Products also available in non-US voltages and SOHz for international markets. Consult factory for availability arW orderirg intorma0on. 'MUIti~Tap ballast is 120k06(260/2AV wired 2AV. Triple-Tap ballast is 120/2]](Jd]V wired 3NV. 'Other /finish colors available. Consult McGraw-Edison Architettural Colors brochure. i 1 TYPE: CATALOG #: ACCESSORIES SPECIFICATIONS Junction Box IJeI U.L. and CSA listed for we[ locations, the Vision J-Box is supplied with 121 3/4' NPT openings. 1/2' NPT rs optional. For application flexibility, the Vision Flood can be swiveled on the Junction box a full 360°. Twin Arm Mount ITMA/TMTI Soft form, extruded aluminum arm is 24" in length and supplied with 121 3/4" NPT entry points on TMA or 2 3/B" O.D. tenon for optional slipfitter mount. Other lengths and drilling patterns available. End caps are removable for wiring access. TMA/TMT tits a 2-2 3/8" O.D. Tenons. Vision flood can be rotated 360° and aiming range is noted. For extended downward mounting, utilize PM1 or PM2 in conjunction with the TMT. IEPA=TMA .35, TMT.421 Wall Mount IWMI For utilization with knuckle mount. Cast aluminum mounting plate adapts around 4' Square or Octagonal J-boxes. Additional stud mounting is required beyond J-box attachment. Consists of mounting bracket and cast aluminum splice access cover providing a clean transition to [he wall surface. Hanger mount integral to the mounting plate allows for ease of installation. Stanchion Mount (SM/571 For above grade or in concrete placement, cast aluminum housing and mounting plate is 18" in length and supplied with a 3/4' NPT entry point on (SM) or 2 3/8' O.D. Tenon for optional slipfitter mount (STI. Unit has 360° of rotational capability with aiming range noted. Wall Mount Arm (WMA/WMT) Extruded aluminum arm with cast mounting plate is 15' in length and supplied with a 3/4' NPT entry point on (WMAI or 2 3/8" O.D. Tenon for optional slipfitter mount (WMTI. Unit has 360° of rotational capabilities with aiming range noted. Post Mount Extension (PM t/PM2) One-piece cast aluminum for mounting off of 2 3/B' O.D. pipe tenon in single (PM 11 or tlouble mount (PM2) configurations. Top cap provides splice access and mounting allows for 360° o£ rotation with aiming range noted. Ideal for single or twin, pole mounted downward aiming applications. IEPA=PM1 .12, PM2.12) Surf aee Mount/Tenon ISMTI For above-grade surface mount placement, the SM7 is supplied with a 2-3/8' O.D. Tenon. Unit has 360° of rotational capability with aiming range noted. slipfitter ISFI Die-cast aluminum slipfitter adapts to knuckle mount assembly and allows attachment far 2 3/8` O.D. Tenon. COOPER LIGHTING McGRAW-EDISON® DIMENSIONS 3/d' 120mm1 Dia. c ~ ~ 6. 5' Its2mml l~ ml Ra. Wall Mount II d 1/d' ~ IWMI LttOBmml Architectural J-Box 23B"160mm1 IJeI 3/d'12amm1 d'11oZ.mml / 19' Ids]mml 5It6' Ismml Dla. ~ 6'1203203 ml 6'I152mm15q. Sq' Bolt Panern Stanchion MounUrenon Stanchion MOUnI Isn ISMI 3/a• Izamml Dia. -`2d' I6IDmm1 _ Tt win Mount Arm ITMAI _~ d• 1[02mm1 Twin Mount Arm IFits 2' Tenon) Irmn 5/16'18mm1 Dia. d" t5' 136[mml 1102mm1 s 1 61/2' 1 112]mml 1165mm1 31C (20mm1 Sq. BOh Panern Sq. Dia. Wall Mount Arm (Fits 2' Tenonl Wall Mount Arm IWMn IWMAI ~ ~ 5 I @z]mml 0 0 0 0 Double Mount Enension <' It02mm1 IPM31 Past Mount Extension IPMI l 3/d' Dia. ~120mm1 5/16' Dia. ~~ lemml d• d vz' 1102mm1 I t t 6mml 61rz• 0 0 It66mm1 5' It2]mml Sq. d• Ito2mmi Surface Moum Tenon Slipfiner (Fits 2' Tenonl IsMn ISFl VFSVISION FLOOD ACCESSORIES ~" sepias AIMING RANGE m„ ,} IJeI h~ ~~ Y3~° (THAI \\ 1TMT1 ~_ _ ... IWMI E~~~ l~~{..._ Ismrsn ~~ ~~ ~~~.. ITMA) ITMn _ ... IPM1/PM21 Isms Y~ ISFI ~L 4DR0115% ~'.~'~r 1 ACCESSOPIES SPECIFICATIONS VFSVISION FLOOD ACCESSORIES Barn Doors IBDI Extruded doors are attached io a cast aluminum frame integral [o the door's accessory channel. All doors are independent of each other, allowing for customization of glare control to the application. (EPAe1.01) Top Visor ITV) The formed aluminum cop visor mounts into [he door's accessary channel providing a seamless transition to the luminaire while providing cutoff at 35°. IEPA..6) R 1/2' 1216mm ~ (Side Visit ® tAR +riF°°°~ e _~C 12 1/a•~ ~ I ~ 1311mm1 IToO~oaom Visors) Barn Doors '1 IBDI I 3 1/2' -IBemml (All Visors) 121 COOPER Lighting Note: sp.<am.r°~s e.e e~m..:i...:~ai•<~ m m..c•.,nn.w omm.. Visit our web site at www.coopedighting.com Customer First Center 1121 Highway ]4 South Peachtree City, GA 30269 ]]0.6a6.<800 FAX ]]O.E66.d8g1 ADH0116% i i i i 1 i 1 Tab VII 1 ~~ '~ ' o E $ ~I 9~ ' Ea Qu ' 3~ H~ s"s AmeriCenters -Carmel, Indiana 11805 Pennslyvania Street DOCKET NO. 111-03 ADLS July 7, 2003 T'he Blain Group 39209 West Six Mile Road, Suite 111, Livonia, MI 48152 WOOLPERT LLP 7110 Weltlerner Drive Indienapoll& Indiana 48288-4182 317299.7500 WOOLPERT FAX: 3172818805 SITE PLAN ~' -~ ~ ~, PENNSYLVANIA STREET __ ~ - I~ ~I __ ONE SiORT OWICE BWLDMG 1 Q 0 VICINITY MAP I{jR\\~ V L___J i~ I~ 11 ~L;7 r-- I I~~ ~~ d ~, c~ o d 4 SHEET INDEX ~ 09/J1/91 GWO-------_.. WhR SIEET 1 wP~~P, cxo9._._ ............... WE PLAN 1 ue/C1AU Cp01..__~...._....... ENi1W1CE 0ET415 1 Oq/UI/N C]00.._......_.._. OPAOINO CUM 1 a/Cl/N W01..~............._... EROSNIM LONINOL PUN ~ aVPlro1 uao..._ .................... unLnr PUN ~ 0!/O1/~M 0.100..__...__._._. UH05L.1PE PUN i a/Pl/w CWD__.-__ _ wNSTRUCtgN xTUls • i n/m/a~ CWL._._._.....__._... CONSTRUCTpN OFTALL9 ~ WC~Poi cws_.__...____.. cws*RUrnoN DEUas - mNr/m CfiOJ._......._.__.. 00NSIRUCTNM DETAILS - m/9Tryt C6W.__..........__. CONSiNUQION DEfA4S - /W/W EI00.........._.__.... WE UGMWG PLAN I DRAWING INGE% IEGENO ua •mn sa a a.eu w cPm men Nrn ~~ __ PER CMMEL iAC. 1 09/01/0} -- PROJECT Np: 61060.D2 0000 gayer sec . ~oy~ee Toe eam tm-xrefe: ~„_a.q:~a.q: ee.n - ~ ~ - wsr svcD ar Dquuoe. Aue os. 2oa3 - tD:w:. - G:\60\Projecb\fi1060\Ceee\61060-91E.e.g. Pbtlea A' Dwitoo. 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Y ~ W19M N1[1LR }Y W }YVIER }. 41 RLRW4 40 NINL 9y~~ ro L,i~ ~ Y 0 ~ MO[ Wun(N ao' ro w~ .• ss' A L.NUR • uwr s' Lv a.Xa ° ~ wrtNUUUa~riPL e• swu a PRO.v}D aN ucN 60L CW M iNSLWxO IF[ REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIU No swE & ~ WISf.( WIWr(R 1mI: 0 ~ IN4a GWnLR 0~ MNL lYft•L P ~a BQLYC~ ~` I~lIMi ~" SON ~ ~ PLASTIC PIPE (PVC & HDPq TRENCH DETAIL fl (WRHIN 5' FROG ELF OF PAVEYENf) SLOPE CHECK DRr.H come 1..~.1~ ~ R.~...-.: -- - - CONSTRUCTION OF A STRAW BALE BARRIER p nuvaL M }) PL.cE xn su CROSS-SECTION OF A PROPERLY ranch snuW eua INSTALLED STRAW BME o mWPPnEO SaL rD ~ - /~~ o Pasxxr xxw n.Rm 4al i f" ~ - fNIRNGIm RoW YR i sRO Ru[ mY exorc }) R[na Loou q A¢XPRL 44 a iwxL sIYW xrmw caP4~ M I R4LS Lxcvrzo as ~~ I ~ 0 o PILRREO III ' I awcrR 0 0 o RLNDEt 'l , ~ II L.ax RwLrt r III I III PVJI VIEW ~ Nom I RDW a siw PROPER PUCEMENTi OF STRAW ROES .r arw Laurox RAGE BARRIER IN DR'1JNNACE WAY 1 ~ R once I t PMTS '.' s~xuln a wON[R rwx P~ORR b' STRAW BALE DETAIL , No saAE ~OMWni I IY (RN) guC~~ g5MMC OR 1480 YOrzYI~I ID~MO R/LTI _ LEGEND Be ~ W19[( GVWiG 101[: D - ixsa wlaw ~.r1m xwsP'mu P - uarzRU°®~W°MOPWE ?~ ~R~ucS,~_~ ~ ~a~M`"'~w7" iv'Y' PLASTIC PIPE (PVC & HDPq TRENCH DETAIL (arAmL Tnv} a ~Rwu~gc cE a PA)oLwD . . [PJSON CCNtpa BWxL} RLD'o NOTN NIERK41 fAELN $Llb M EPYL BV4Ql 10 B[ 5}MIFD x I4LE mn s41xs .r x PLR sawE .4y. _ _ ~Iw _ _ _ Loa a m4«n swu fR[ ? PL4YtR yWy }._0~ ' ~ a 4IGN}f- N . 0' 0nP a YIUNM.D x . {' aFP M P' WC( 1RFNM. B' Wla 1rpY J.:1 11.pYUU Yro[ ' NMPoS[D MLN N'~S EaL Of qNN[} SNLL, a 41CXORLD x . YTL 4L POSICM fMRa RIMW.PR 9W1 R R6r4}d rLP uw.YµlWR's RECOY[NryrgMS YLxy aN M Rte' IYf[ M 16C TYPICAL EROSION CONTROL BLANKET ND :cuE u ~a ~_ ¢Tie ~_~ ~~ 1'E i i o O n ~ N O ~ O E W ~ N N ~ o oagl~ a 3 0~ ry n a ° .a rv r x 3 r ~ a nQp4 ~~ 6 W Q o D: l1J w F'- W e S U U w~ ~ a ~ c~i~ T, Z iC O U C602 ~ela.lu~e6~a~.Ime9r; '~ ~ ~ ~ ~ ~ ~ 1• ~ ~ tw51 SnV£0 BY Oaulton, •W Ol. 200.1 - 13:26:39 G.\50\Projects\610fiG\CaCO\610WtletaiB.ewq, Piatte0 6p Ocoiton. 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Illpllll IIIIIIIIIill~ll~ Il~ll~illllllllllllllllllllllllll I~ LMG LNL p 1HEF rf U(Z ~~D~~) TREE PROTECTION DETAIL A ~ M1KL CYVYISCN .KNr Ii YLK RWB[L VRRxI ~p CYIb LY[ OL Ii S(1L1JLK ILq 1~ cw x(~i m/1a LGIVKiFD wecwwL./ ~.,..L' " RFBM L011r. 1' Ip • rorrou +.1 wxwxKrwx JDM~ tD~s wu a x . m } 1 SEf LONLRfl[ Y.1U 5CC}Ry f VIYE4EMr RKNML WI[IYL $WJC pF aRrsrKO sraH[ oR cRlm rtRw u(L}.w Loss M x 1S YFCIi1ED M Atrx Dxsx1 YO ' Launox a Jo4n. - Y11 wLNru n}wIL sx4L a ,) Ml YnAYrVRS 41L WI VCRMRfD [KLLVI Il pV. gNly. ) } 1I~ W ~M.1CVim '}• IMVI06 GW BC IRM.MI[D CN IM' P = • •L N .wGL O !DL E SECTION A-A pIµ ~~ ~~ ~rt m 1 na ~ ~ ~ 19 DILMp14 L011CM1L " - E~ 6V6 R[OL~FD °v LaEi 4O artLLi I ICJ-1W5 MIl/HF ' a o o ~~~ SECTION B-B 1MN1 I3' T ~ ~ ,MrrvExs p ~~~~ ra. ' s" ~ o ~ ur 9 ] u HANDICAP RSAMP TYPE II Sdf-l1 T[YER 1 k'a 4 °"m °"` camcnfD RnmNnfx[ I 18' DRAIN BASIN I •tx) 4uww1 R[cwwwxao °YCR4L`°"'" NO SCNf I YatLLK Q B L J "°"" - ix-_(uD0 r4Kww Ruw s1oM 1x:1-~ A PUN VIEW RIKU R R41R SECNON A-A x~Ywru a Rom w uas SECTION B-B HANDICA=P RAMP TYPE I 7 1 I ]/E' SILK 0.1.BfiA Kq5[ MIV 1RLMK i0 Lp$r YWICM -}.rv c4v. cur YVR -r ammom x.ROxom uxuL -SiCIl RE RxIY VOSI 31' 9 TREE PLANT NG DETAIL pw.) SM19 (U 0.`MIRARf MM Bitlt~ Sr41 ICNC0.M~yxVD. f ~N ~9r ~ NY aM[ ILC( 4O ~ Ypl('.RM RRII tCglrU ICI fIfl{Ry DISABLED PAVEMENT SYMBOL ~ M COxC121[ 4IB KMRCL ~~ MY BIpW Rwr SrFL I' s4wp cwLL coxcvxEn D4L CO~awsb~ DsIRL(o men m o wrz- o ` 'LJ 0 0 xo"aL2s4siuuJC1Aimselt• a ~ - m J v ` o _ r w KuuwLw Ron a~ rn ,r°t H fem11 a acn sxcsunxs upE caxc. • JRONE • a o n a ~ n rYbL Oya rR6N v/ St[4 11mR[L ~y 3 0 ~ m M ~ rv O o 0~ n K ~ 3 n < < n R4 Lb[RER LOTRL ~ ~ ~ ~~ i DISABLED PARKING SIGN NO SCNE N w a~ YuxD w $ swx LK( V[R uWr ~ $ K r 3 s wu4ms Z y S STOP ~~ '°° S K U .~~: RmL W E cu1JV i~~sN c. oa Q TT /`SILMF ro DRIR1 * I.JRTi1 F4 ~~/K~ SIwVF VFR 1001 STOP SIGN DETAIL No scuF C6O4 BpM %Wri SHRUB PLAN LNG DETAIL 1 i ~NWVN.M SrMp yyV. c'~s"iic a1a..uwo a x EVERGREEN xPL~NTING DETAIL A -.. pss' r.:::::~:~::~:~..~.~. . i ~~ _ ---- - - ---- I -- ~ ----- -e3=~~t=~.1-=-ar=--a:~=ae=-~i~=er-en =m°=o -_~~~ -o6=-sa-~_ __------==i--'- i e °°9° o YI' QS 'YI' I 11PIGL I e - 0.1 ni ax o.x +e zr Ya za ne an r.+ ai ai 1.a ne I a ~ 0.1 I~ ~ ~ 1i / ~ ~ ~ n. ri ai 1. _ _ PLAN NOTES I 1 ° 4~ L .,, _ _ 0.1 Qi nxruRE rraE 'w~ ro B[ umwu lamx-~aD R ° - S- .SL-RTAM-DR-COB r', Wul1lED Ox YxlrfL ILL[ IIeISV-~N-E] Y Wr rD H' OW WLL1LD Ili .DI. - ad - i to 1i 12 0.1 ne Ol 1i 1i - 10 W pw Iwo YIBbRR Rwx s~ 1 - 0.1 O W VO SCII lGM LO 9E CNICA IIGIIYL IJS RuT 4X. Y/ BYw p'Ipb i i I as u -ra-- i ' 1i 1A 1i _ - - Q1 i°0 1A ti r I _.. _._...... ', __ m _-a! 2e 1.1 Q n Yf ~ ~ RI IN[M 1P RV4T p ~I i rP Ja- aA -+a- ~ ] m[ slYao ores n mue Irrcw eD ws nx[ IRl' aD4 +a 1a ~^~ ~ - xe RY[ mlm wua[ I/f emmm ~ u.R nuB.ER sw oa oe l•`. Raxs wr rs:lnv.1 - ~ ~~ H~ rWIfLII \ ~ ti 11 _ . _ i_ ALL rogR BuR 1 _ r rlrem -urDu i _i,. ep P NRH Yl I _": a ~ (T ii I I I - u a.e - r morca re - ~ b -N er ono qp _ -__ - ~ __ _ _ 'lpdj to 19 -1s-- ! /xL az au _oy_. a u _ ' m>w I ~ z+- u ~ a _ _ m 2e- ai is n BI ,®' POLE BASE.DETAQ_ - I=DCTURE_TAf •B u z1 r rx y ~__.. i _ I n 1i u ~~ ~ I I ~ ~~~ r ' I ze 11 a za + I + as as ~ of ~O 1 OO 'u ei ea 2Z Li 21 Ya +i 1a U ]J L .~ a ~i 21 Irlrtwc root t4r1£5 r wnE uHL r»rµ GQ 1 0.p ~ r -- ~~ ---------_-----T-- -----~ ® D6R eOeDU _ R.E Dintaxl IMo-.~ ~~I~~ ~ ~R pa :v ai~cir's Beira k«.~i ia~° w r-u rclalslw xw nr waRRn. n o-: P~~ u,`CQy< '' No E A 660555%We O •. ~. ff .. Jro NM C~ REVISIONS: AmerlCenters Carmel, Indiana Pennsylvania and College Drive KEYPLAN i eDNe - DiaM p,'. T pi A LL m nR(pm JY. 1/- _ 1'y/ ~D MD. „~ e",~ ~r~~~ OVERALL EIECTRK:AL 917E PLAN E100 ,,; i ~yy I ~. l tE t-__~^.. - __. cf -rte"- ~ L!+f~DSCdFE NOTES I 1 IN fAYf It OtSI.Vp I.NCIFS 1F'1'Y:EV iHF TAN ANO TAM IISi, iFF TN! iNAL~ DI[TeIE IF II TUN; 9EMf;CA11bN F1pM WANIItt SNONN ON IIAN EIFfCRS :~!OU fAJANC RAhT Clrsf]F'SA'Jlr, .HE GRAPHIC eCIE COUM SwLL CN;!AiF. F'N CC[5!IOx, C,",MRGr SLR tANDSlPE MCIeIECi 2. ILL M1tQl LLOS "0 AE COVSPED MRI A- THICK ;AYk OF SFREDOED AW1C'1000 Z BAP.If NULCN. -1. AVNALL FLOYEA 3ED6 SHFLi RE LOYP.LU WR!I Z SNLCDED NMtrxfXA ',. rJ °JRH YJIClL VNM uUlar ENAll BE ArPADfC Be LA)gSGlr( AAOH'tECt AND SHµt (fE UhtF;iPN N iix'uRE ANO 0]LOR 111D SIUL. 9C COrA111C0 fRp4 SAwull CA LUUDCRmp ~. fl _ _.. NAI%k,S. 'F9 'Jill,itt IAUidI D't OFDCESS:D rREF. rRMUI!ICS FILL Uf k1CwEG. 3. AV AFPFIT:ED )RF-F.MERG:M NER6ICOE SHAiI 3F lAF(-3 ~N %al TAflRYC ANG nDw~A ', y BEDS Ar Y41E5 SPCGF1En oY NWUFACIURE? FOR :}CN '/PRIEIY Cf PUM l FlNAL P,pGEYLYI 'X PUVr NAI~IIALS. ESC SHgI. B;. AP~ND4FC EN UNGSCAPE ARCNDECi ~' BCfORE P,.NYDtY OPERA1gN5 ARE r0 PROCEED. RL! rEa:E t0CAPUl6 5 AlL BE uPRxEO MIn '' A M:OCEl1 ~ KKE +lgG1ryG VNnEV AYO SEC OF TREE. Al: GROUND COCA M'D YuCN DED ', UNCS SfUL OE !DJX(CD U' A NpILY 'A4D.L PNM LNC FRII ~~C/,51pNAl. NCCO ~ µCS F9A RFJEA[NCE. rli StAYC$ SHA}L BE ADAGNEC FOLIOMhC Pl,Wi4YL5 CPERATICNS. LVIJS;M[ ARfIIrTCI Rr6f1uFS tSIF RTM ro 1p,USi Y,ANi LOGr10!5 Ox the 5. h0 SUBSnrUilON6 DF R,Wf YArFlt1 WLLL BE Ht 7AE0 If Pt/NTS ARE $~IONN r0 B[ ~ UNAVNUAc Mi ~CIXIrRAC70R SHN1 NOU:Y IAYOSGLFE ARCNYfECt ~R'~OR 'D DO OAiE -V MRInNS ALi PUfffS SHALL BE hSPEC~Ep AND :AOGP M'FI PROJECT +OENAr'IGnON a1 NUR$ftr OR C,CVrRACtt185 pPERADp`9 PRXMt i0 YUiNC f0 AT1 51-E PlAh1.5 WY AL<.U '.9. N:PECfEO NIG 1WRCIEG CR REJ[CTG ON 111E .AD SIiF. 6. ALl R,µ15 +RE r0 uEFr OP IXQEO AYERN.W SflYOAR~ fOR xuRSERv STCCx, 199E EORCN, '.~ ~ IS SFT FORfH Rx 4YFPILW ASSOWPON OF WRSi.R'AAEN. 7. PLWrS AJNJ ALL OTHER WiERN15 t0 AE SrOREA C4 SIrC NJ BE PUCcb WNEPE 1HEf AiLL ''. xor caurLN;r a~,:a roNS1RULY1cN o?EYArnss AND u DREC'ED er CNNER- ,. a I. z B. u1 Lw9s.APE F_wnNCS, IYCLLaNG rwvsFRAMS, sHUL ~ WNRAVrEED FEw A PwgD pT L_ one ':i JR folLO'NSVC FNLLL INSFECncx NY :,wOSrAFE ARCNIrzcr. Ar rHE ExO of rxls ; rER.to. rwn wrcRU TmAm Dvm ors EwSArYdACroRr Dv w:OSCARE ARDreIEw swA , DE R=PSCEJ nr ,o AncrtgNAL cNARa ~Y r. t wspsta.~E cDNrRAcroe 9. idE LANDSCARE CDNIINCTCp $NN1 CBrAn! AlW7 PAY FCR Nl FFR1eiS ANp FFES LINT WY RF ~; 7 REQUREO FOR H15 RJRfIOH O< NCRN. tG. Fur NC55 r0 ~ 'JSEC ON PRO;ECr 9NI1 BE A DOMESTIC ER il®CRIED W'TRW, CYOrpprE F BNONtI IN COLU': ANO 0.YNF05Ep 7f PAFIYLtY LNOOYPO$EO ALGETABLE 6NFERNL. PEAT uO.iS '0 ALSp BE NILCE" ALOfO N dNRACfFR µp SNYL NECr AR9AOYAl CK L+NDSCN'E MCHItECT. ~, Il. Wl0S1PF CO!IiPAfT~ LULL Np11fY LVNSVAC A1rwrzCT IH AFRbYC FRAJP 10 B] OArF ~ OF PNY NAYS: MAi HF FfF15 WY NGT SURI1(c PNhSPLANiA14 DRRargNS CR IN LJGLpN$ NOrEO. 12, ALL GSRIRHD UFx AAI$ SNN/. BE SEECCO W SCOCfO AS ORELRD BY OILER. SEECED AMl SWDED UWNS ANIl ~ SE[A YIX V- FROM NDNNA StA¢ NNIIYAY EPEdi'GigN Cfl Al APPNQTD B! LU:GSCAPE ARLNIRCI, 1]. N.L UYMS FuJ,I iE GUNNNRE9 rp INK A Till UHIFDAM ; AYG M ACCCP(Aai CR,t;S At ENp 9F ONF (1) JENi CUAWNRE RIpO0 w1M NU AAP.E. SPOfS CCAWA5nlp NDRE DUN 1; CF Af1Y IANN AREA IUff AAA .SJ' N01ED wfl Ff SFFGFII I:NNL 0.Y ACCEr'ARti SEPNO OF GRA55 s EsrABLSn;D. j IA. ALL UNDSCA~E TAYANCS t0 BE Na!Ntwr'ED FOR 90 D4Y5 EO.LONING FL4At RaSPEC"Cx CF ' UNOSGPc ARGHD[Ci. N.L SOWCD UWN r0 ~ WJNrANED FOR h PE1tD0 OF R7 7A1S 19u9wvAG F1NLL ~NSPECtgN NY R/E AfIEA YClIIIEN IiEUUESr FNON UND6fiPE C0:`RRALGR N,NNtE,WNCL ,D INClO9E WAICRN IEEPNv. CULrNAI'NG, NULCHAlG. 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