HomeMy WebLinkAboutPacket 10-17-06
Date October 5, 2006
DOCKET NO..
APPLICATION for ADLS
ARCHITECTURAL DESIGN. LIGHTING. and SIGNAGE
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FEE: $802.00 (plus $107.00 per acre when NOT accompanied by a Developm,_~ Plan) .~~
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Name of Project: Kohl' s of WP~f- r';;n:'me J
Ad~ess:99th street and North Michiqan Road, Carmel, Indiana 46032
TypeofPr~ect: Retajl Buj]dingNew Construction
Applicant: Atwell-Hicks, LLC
Phone No. (630) 577-0800"
Contact Person: Mike Klingl, RLA
Phone No. (630) 577-0800
Fax No. (630) 577-0900
Email: mklinql@atwell-hicks.com
Ad~ess: 1245 East Diehl Road. Suite 100. Naoerville Illinois 60563
Legal Description: To be typewritten on a separate sheet
. Area (in acres) 8.2
Zoning B-2/B-3
Owner of Real Estate: Duke Construction. L.P.
Clay Township:
Annexation: Y oxfEI
Cannel:
Other Approvals Needed:
PARKING
No. of Spaces Provided: 46 ?
No. Spaces Required: 454
DESIGN INFORMATION
Type of Building: 2-B, Fully No. of Buildings: 1
Sprinklered
Square Footage: 99.. 148SFHeight: 30' 8" No.ofStories---1-
Exterior Materials:Brick, PriHrieColorS: See color leqend on Sheet DE-1
Stone, EIFS
Maximum No. of Ten ants: 1 Type orUses: Retai 1
Water by: Carmel Water
Sewerb~ Clay Township
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LIGHTING
Type of Fixture: Lithonia Wall Height of Fixture: 1.5 ft, 25 ft
~ack, Hilton Pole mounted
No. of Fixtures: 7 Additional Lighting: Installed by Duke Realty
* Plans to be submitted showingfoot candle spread at property lines, per Ordinance.
SIGNAGE
No. of Signs: 2
Type of Signs: II] urn; n;:J red ~h;:Jnnel
letters with white
riqht corner of acrylic faces
Location(s): Cen ter of East elevation,
North elevation
Dimensions of each sign: 4'-0" high, 30'-8.25"
lonq, 1 '-1.5" deep
Square Footage of each sign: 1 22 . 48 S. F.
Total Height of each sign: 22' -0" (to top of siqn)
LANDSCAPING
* Plans to be submitted showing plant types, sizes, and locations
***********************************************
I, the undersigned, to the best of my knowledge and belief, submit the above information as true and
correct.
CB'=fP~
Signature of Applicant
Proiect Enqineer
Title
Rr~nnnn ~ P;prrp October 5, 2006
(Print) Date
**************************************
State of Indiana,
SS:
County of
Before me the undersigned, a Notary Public for
county,
State of Indiana, personally appeared
and acknowledged the
execution of the foregoing instrument this
day of
,20
My Commission Expires:
~.'I
I .,'
Notary Public
Z:shared\forms\PC applicalion\adlsapp.doc
1/612006
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ATWELL-HICKS
1245 EAST DIEHL ROAD
SUITE 100
NAPERVILLE, ILLINOIS 60563
ATWElL.HICKS
DEVELOPMENT
CONSUL T ANTS
DP/ADLS PACKET
WEST CARMEL MARKETPLACE
99TH STREET AND
WALNUT CREEK DRIVE
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WEST CARMEL MARKETPLACE
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TABLE OF CONTENTS
Section 1
Section 2
Section 3
Section 4
Section 5
Section 6
Site Plan
Landscape Plan
Building Elevations
Photometric Plan
Signage Plan
Block G Exhibits
(Docket No. 06060005 DP)
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BOUNDRY UHE
ElGST. CURIl AND GUT1ER
PROPOSED CURB AND CUTlER
SITE DATA
liIlE..AIlE6:. a.2MAC.
[](JSTlNG S1lF' 7ONIN~ B-2/8-3
PROPOSrn ~1F' 7nN1N~ B-2ja-3
EXISTING 1RAFF1C SIGNAL
PARKING nATA
RETAIL SAlES/GENERAl. SER\IICE REQUIREIIENT,
1 SPACE /200 SF Fl.OOR AREA
REQUIRED PROPOSED
PROPOSED 90.894 Sf RETAIL
STANDARD SPACES 447 4M
ACCESSIBLE SPACES 8 8
TOTAL PARI<ING SPACES 455 482
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COPYRIGHT @ 2006 ATWEll-HICKS
NO REPRODUCTION SHAll. BE MADE WITHOUT THE
PRIOR MlITTEN CONSENT OF ATWEll-HICKS
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PARKING LOT "'"
(BY OTHERS) ~
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I GENERAL NOTES: I ........ I "-" I ~
1. PARKING LOT, SITE lANDSCAPING (EXa.uOING FOUNDATION I ~ <: \ I
~~'1rGSaC:~GGR~;GPR~oB~yN~~:~ U;UTIES.
CARMEL SEE DOCKET NO. 080811005 DP
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298' -2"
KOHL:S
2F-BL wiT-DOCK
TYPE II NR CONSTRUCTION
FIRST FlOOR AREA = 90,894 SF
248' -8"
49' -S"
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CAD FILE
D600111OSP-D1-L
REIIISaIS
DATE
10/08/2006
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SIDE aEVATION FOt.N>ATION LANDSCAPE DETAIL
LEGEND
~ AAEA 10 BE SODDED .,1H
'..'. ""/ IELL-ROO1ED KENlUCKY BLUE GRASS
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* 3 WORKING DAYS
BEFORE YOU DIG
CALL JULIE
1-800-892-0123
. :"DER~~~~ES
THE LOCAnONS (F EXJS11NG UNDERGROUND UllUlIES ARE
SHOWN IN AN APPROXIMATE WAY ONlY AND HAVE NOT BEEN
1NDEPENDENn. Y VERlAID BY 1HE OWNER ~ 115
REPRESENTAlI\E THE CONlRACTOR SHALL DE1ERMINE 1HE
EXACT LOCAlDI OF ALL EXISTINQ U11UTIES BU'ORE
OOMMENaNG WORK. AND AGREES 10 BE FUll. Y
RESPONSIBLE ~ AMY AND ALL DAMAGES MOl MIGHT BE
OCCASIONED BY !HE CX>>tlRAClOR'S FAILURE 10 EXAClLY
LOCAlE AND PRESERVE AMY AND AU. UNDERCROUND
U11lJ1IES.
NOllCE:
CCIHSTRIJC1ION SllE SAFETY IS THE stl.E RESPONSlBtUTY CF
tHE ~ NEflHEA THE OWINER NOR THE ENf.JNEER
SHAlL BE DPEC1ED TO ASSI.JME ANY RE5PONSI8IUTY FOR
SAfETY Of tHE WORK. OF PERSONS ENGAGED IN lHE WORK.
OF ANY NEARBY STRUCTURES. OR OF ANY OtHER PERSONs.
COPYRIGHT @ 2006 A T\\nL -HICKS
NO REPRODUCllON SHAll BE MADE W11110UT 1I1E
PRIOR WRITTEN CONSENT OF A T\\nL -HICKS
FRONT' aEVATION FOt.N>ATION LANDSCAPE DETAIL
Pl..ANT SCHEDUI..E
KEY. QTY. SPECIES
SIZE
CANOPY lREFS
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~ LltflWof LIndtIn
2.5- col.
ORNAUfNTAI It.tUI T1-~1'[UUm TRITS
Mr 8 """1Iot1btmdo~.
__ Crob
2.5' cal
DECIDUOUS SHRUBS
EA 24 C........... _ 'Campoot.'
Dnrl Bum" ButIh
38- - 4r HT.
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Anthony""'" .sp;.,
18" - 2.- HT.
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EVERGREfN SHRUBS
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HotzlllPril/hl........
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24- - 38- HT.
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18" - 24- HT.
IS
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ORNAUENTAL GRASS It: PFRENNIALS
HH .. -- 'Hopp,-' No. 3
Hopp,Ro_OoJI1II/oo
CA .. ~ac:uItIfo/IQ'lCGI1Fot'fI6W" No.3
KGI1 FotWfw' Fetlthr Reed GhIa
PT 52 PrldtYetJndro NtrniI""" 2 1/4- P.:I pot
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REIIARKSjSPEC.
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( I SEE SIDE ELEVATION FOUNDATION
DETAIL THIS SHEET
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0600111CSP-03-LS
RE'o1SIlINS
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Kohrs LandacaDe Ilrriaation SDeCificationa
1.0 Generat
1.01 larldMlape work Inclucta. but .. not Iirnbd to. ntmOWCtl of wwdI, tDp 101I iMtallatlon. 101I JnPCIf'Otion.
1...ea1latlan of edging, IMtaDatJon of Ifri9aUon .,.tam. panting of"m... IIhruba. and ~. 1InaI grading.
instGlIatian of eroaion control fabric. mulching, weed control, cIeGn-\4J. and regular maintenance during construction
and the ..mbIishment per1od.
~.':=a: :-~~~ n::, ~ ~~ = :;.;ri.ch-::~ ~.~:-
the .. ~ 01 the ContractDr.
:;: co::. ~~ofu:. ~~~~':of~ = ar:-~~ ~~.~.::aaurin9
apply c:ontinuouIIy and not be limited to normal 1rOf'Idng houn: and that the c:ontructor *III demw:S. \ndemnIfy, aM
hold tha ~ and ~ ArchitKt hannlea frOm any and an 1IabIIIty'. ....,. or a1'-ged. In connection with the
performoncII of work on thie project. excepting for I~ cning from the .. negliglnce of the Owner or l..anacapt
...........
1.04- 'the ContractDr shall comply with all applicable Mea" NgUlationa. .... and ordInancee ~ by Authoritin
hcMng .Iurt1dicUon over this projKt lite.
1.Ots Controctor Mall IrnrnedIataIy 9'" .mtt.n noticlJ to ... LancIacape An::hftKt of conflict In any part of f*ma.
nates. or .,.cHIcatIona. ~ darIfication fnxn Kohr. as approprfGte.
1.D8 CordnIotor IlIaD __ _ _.
l.De.l "Existing condJtiona- for the work as spedflI:d herWn are bned on the work descrlbed In the Kohl', Consultant
drawfngl. and on tIMl aaurnpUon that the work dnCrIMd In u... drawfnp wUt be compIeUd as -.crtbed.
1.08.2 ~ report dIectepancia or vortcanc.B betwIen the IXilItlng c:onc:fitionI and the Kohl', eon.uttGnt
drowingl In -l'Itln9 to thl Kohl', ,..~ If tM Contractor begIlw work If*lln.d '*-In without the notffIcatIon
to the Kohf. rep~ u. Contractor.......by ~ c.:c.ptanoe of the .. -As-Ja- and nil perform the
work *""-" on the drawfnp and ~ tw...m In ~ with the occept8d ba-. bid.
1.lJ7 Prior to conWuc:tion, the Controc:tar lhaa be '*'PO'" for Iocatino aD undIIrground utiliWa.
UJ7.1 ExIBtfng utDIty linn to be mnowd which mcJ)' not be Ihown on Kohl', CoMUttant droWtnV- en prnumed to
be praent wfthJn the Site. Cont:rocttH' no not ~ wIlh auch utlD\' 1ineI ~ without Kohr. Con8uItont
oppravat. Contractor IhoD contact Kohl', CoMUltant immedicllllly upon di8cowery of an unidentiflld underground utilii)'
pIplng. tCohI'. eon.uttant. will tt.t dirct the ContractDr as to the apprvpriate action to be tat.n.
t.08 Controc:tar ldlaU avoid damage to utiIitia. dructura. !lite appur18nonc::a. *-, which occur as 0 ~ of the
-_.
1.051 n. Landlcapt Contructor Is ~ for 'Mfffyfng aD quantitla thawn an theM pta,. t*ore prfclng the wortc.
IvTy ~ in quantities ahaD be bl"Qught to the att.ntion of Kohrs L.anGscape Ar'chit.ct for clarifICation.
1.10 All CJbstftutknI ahaII be requestDd In writing and shall be ~ by the Kohl's Ioncbcape design departrMnt,
282-703-8885 or jDhn.henderIonOkohIl.com
1.11 If any ~ which appear to need kInct8cape In*dlation. but ars not IIhown 011 IanctscapId on the pkJns, notify
Ko.... _...Jon ___.
1.12 NI ~ chemIccdI UNCI on th. pnlIject shedl be handled and gpp&.d In occordonc:e .tth all appllcatll. kin,
ruIa. and regulotlona.
1.13 _ Clean-UP the site at com~ of thie wortc, ItilMt the site in an attrocthre condition.
1.14 Upon eotnJ*Uon of InstaDaUon the CCII'ltractor shall Issue a CertlfIccrt. of CompIItIon IItatIng the pnlIject nome
and the foGowlng: ~. (state Dcenaed controctor's name) IMnby certify. under penaJty of perjury, that the InstalIotIon
of IandscaptJ and Irrlgcrtion far tM eov. projKI: Is compIet. and conforms wfth tM city and 0WMr appr'OWJd plaM
and __ .fth ... _ of .... ........ ......... (1Isl ....- .......... and _ ....- .....)..
The certlfIcate shall be 8Igned by tM ContnIctor's D~ hotder.
1.1' PrIor to .tartIng Installation tM controctor shall confirm that thtI caMtruction ... of pkI,. ant sigMd or
.mmpect for appnwal by the db'. NotIfy the ~ architect or KohI's ImmedicrteIy ff a db' approwraI stamp or
lignabn Is not wr.IbIe an the drawings.
1.18 The contractor shall contact tM tandscape architect. or Kohl's by phone 48 hour8 prior to III:art1ng work and
wrlfy thcrt: the pkm8 in U. contractor's poaeaion CI'1I the moet cunwnt pia,. avaiJoblo and are ths oppn:lNd plan
... for... In constr\lctlon.
2.D SIlo and Son _
~~~ 8~~~ ncrbe~~~ b:.. hlniJ' .:.am::.:v-: ~ =~ shaD
be remawd from U. planters and di8poelId of off__a..
2.02 Anal 9f'adn shall be .-nooth and .-n. pn:Mcl1ng an attroc:tive' appearonce. Concentrated flon of wot.r shaI1
not drain ,.". waIka. Contoct landscape ordIibICt if thiII appean unovoidabIe. L.ancI8cape rnateriatlt IIhoII not block or
Interf... wlU'l the ".. flow of drafnoge water.
2.OJ PIcnting or-. shall sIo~ at D minimum 0W01 from building foundaticlM and footings. PosItive dn:dnav- sholl
be providIId In aI1 planting areaL No stanc&nv water ahatl be permittIId. A. mGldmum gracM dlfterence of 1/2 Inch shall
be olkJwed batween IIidewoIIca fK' curba and the finish surface In pIonters.
~be ~::.,ratm:, -:..u ~ =I':"n:r:::-:ndod=-~ :-0 ~ ~. s~ '= ~ ~,:. ~
topIIoD in all pkmled a... with the following mat.rials. Quantities are minimums per 1000 squcn feet.
2.04.1 [3] cubic yards of nItraIIzed compast. Com;loIt: shall have a 1/2 inch maximum partJde en, a ph of 80S
or higher, shall be cur.:! for 80 doJs or more after cornpostlng. shaD meet aU EPA ~ and shall be __ and
--
2.04.2 [10] 1'- of agricutturol gypaIm..
2.04.3 [28] 1'- of 18-18-18 fertilizer.
2.06 All pIcntIng ~ Including cnaa to be 1IOCkIed. lhaU rwcelYe the following eon preparation prior to pklnt1n9: a
minimum of 8 Inches of DghtIy compacted topaaII IIhaII be InstolIed over the subaaD If topeoO has been rernowed or Is
not ~t. If ~ fIIten down Into thrI 1IUbeolI. adCfitlonol topeoll lhall till appu.ct untO a etabIe 8 Inch deep layw
of mp.oil . maintained. The top 8 IncMs of topIol1 in thtI ptanters IhoD be rnachine-tllled to aerate tM _1 and
01... any llIUI'face compaction.
2.08 The burden of prvof of 1011 amandmont IfIItGUGtIon rata with tho CanbaGtar. SoD teIt8 may be required at the
Contractor". ...... In ardsr to confirm arnencIrnent ntallcrtlon.
WHIlE FlAGGING (TYP.)
* 3 WORKING DAYS
BEFORE YOU DIG
CALL JULIE
1-800-892-0123
_ fOR lHE LOCAlION OF
UNDERGROUND FAOUnES
ff STEEL TEE POST- 3
REQUIRED AT tW
THE lOCAlIONS OF EXISTING UNDERGROUND UlIUlIES ARE
SHO'M\I IN AN APPROXIMATE WAY ONLY ANO HAVE NOT BEEN
1N0EPENDENll Y VERIFIED BY THE O'IWNER OR ITS
fttPRESENTAlI'L THE C:OnRACTQR SHAll. DETtRMINE THE
EXACT LOCAlION OF ALL EXISl1NG U1UJ1IES 9[fORE
CCMMENaNG ICRK, AND AGREES 10 BE FUU. Y
RESPONSIBLE FOR ANY AND ALL DAMAGES 1Mai MtCHT BE
OCCASIONED BY 1HE CClNTRACTDR'S FAILURE 10 EXACTlY
LOCAlE AND PRESEJNE ANY AND ALL UNDERCROUNO
UlIUllES.
3.0 Planting:
3.01 Rough grading shaD be c:ornpIeWd prior to the start of planting In any V'" arm of the project site.
3.02 All plant rnat.m. shaD conform to tht AlqUIrwnent8 of tM sI:atII CI9f1cuIb'rol code.
3.OJ PIonts shall be ..a bnmc:tlecl ancI bahy with QOOd calor, plant sin IhouId be In proporUan to the pat 011
~ by the Arnericon Stondord for N&nery stocIc. PIanta ~ to the site that. are ,.ao.. spa,.., burned, or
bonwn will be rejectecL Plant pots shc:J1I heNs eoD to within 1 Inch of tM rim and the p1cnts shall be fully rooted In
the COI'ltoInw. Plant material wfth cn:actcm or broklwI root-balls IIhoIl be removed from U. IIitL ~ntII shall be high
=:: ~::ri'Ywlth~:~ ~ ~z80and_ ~~:ndanI~ ~reaegp.
may not haft ~ tapped (upright branc:hIa at top of may not be cut or prunMl).
3.04 Plants sholl aCMd tM minimum .. at planting requIrernsnts not.d on U. plans, rergordIea of ttw sin of
tM container. No exoeptions. Preparw bids ~ on the plant ... ftOt. the con\alMr... A....... container size
==~~~ts~= =.~..: ~ ~~~for uw of larver
3.05 Ptonts IIpIICffied os -gallon- or "box- on the plans shall conform to tM ANSI zIO. American Standard for
tv.1)" stock requlNments for __ with equMdent nwnbenl (#1. IS. '15. '24, etc..) 011 If apecIfIIld 011 such an the
plana. lhue a plant labeled all ~ valtan- Iize on ... pIan8 rnuat be equhatent to a " contoInsr sin ptant os
cIaeribed In the American s:tandant for Nurs.y stock.
3.08 T.... callperll shall be rnecISlnd IS Inc_ abon ... rootbaD per ANSI dO, Arner1can standard for Nu,..,- Stock.
Tree heights shall be meaured from top at raatbalI to top of hI9hat bnlnch. Palm brawn trunk heights IhaII be
measursd from ... top of ... _ ball to ... _ of ... __ lsof (.... Innormoo! lsof) pot ANSI 160.
3.07 T,.. shan be plantecl 4"0- or more from hardIIcapa. such all sIdewalb, toundatlons. curba, pcrtias, etc. Where
this ill not paaible, a 10 foot Iang by 18 Inch deep root barrier -..t shaD be instal... along the edge of the
~ centwed an thrI trw trunk. Root banter to be Showtown 1nr:Mbies fSM-18.
3.08 T.... IIhoIl not be pIanbId within 4'0- of buried utDity I..... relocate trws 1IigtItIy. If not paaD* notify
landscape archhct.
3.09 A vertical cIeanznce of 114 Inchef is required abcwe all dI8abIecl acceasIbIs parting epaceI, a verl:IcaI deor'once
of 80 Inches Is required abofe all walla1oys. Trtm u- to refnOWIe all IIrnbe within u- or-. for ADA compliance.
3. 10 Install six (8) eac:t\ 11-vrom plant tatMta at lOCh tree and two (2) -=II 21-vram plant tablets ot each
atINb. U. agrtfann or bat-ma. tilbIets.
3.11 DrUI a drain hIM at each n. 6oc:otIon. drain hole .tMIl1 be no .... than 1 r In diameter and sholl be a
minimum of ... _. _I _ .... _ ...... (_II . noeossory for _ droln. of _)
3.12 Backfill for palms shall be clean pIastw ~nd and shall be at least a 8 inches wid. band carnpIeteIy around
the rootbcdL Sand backfID . required tor bath ~ and boqd palms. (Required if palms are planted)
3.13 Turf cnos shon be ~ or sAaped 011 required to prcMde poeIthe drainage to the ~r. ar to drain
Inteta. Turf IhaII be Irwtalled fIu8h with the top of sunvunc&ng curbs and walks _ all to pI"eIMnt wotw from pudc!l1nv
at the turf ecI~ Import top soli If neoIlI8CII)' to comply with thbI requirement.
3. 14 Do not plant groundcower or plante (8XClIpt turf) at the bottom of nola where conoentrated water flow GClCUre.
Leave a minimum 24 Inch wiele path for unabstructecI flow of water. When 1IWOIes are seecIecI, Install jute er'08ion
contra! fabric (or tIqUlvdent). Trench In the firat: up hill edge of mat. owrtap 6 inoMs of each additional roD of mat
and .tak1e "I)" 24 Inc.... When .... are 1IOddId, stoke In pIactt with wood sad ldate..
3.15 AII..x1 turf 8haII be rolled with a weighted rot_ attar 1nstoI1ation.
4.0 Mulch:
4.01 Apply a ~ herbicide formulat.d for 8 month weed control to aD stwub/vroundcowr ~ prior to
Instcdl1ngrnutch.
....02 InBtaIl a .r of procesMCI hardwood baric mulch in 011 ..rub and graundcovtIr areas after planting (U'"
atherwIee noted on pion). Apply at a minimum .... of 8 yards per 1000 sq. F\. And IIpNOd to a mlnlmum depth of
3 1nchea. (Dther' waod pnxtucta are not occeptablll)
'.0 Sktpa:
5.01 See Vrudlng pkmI for Idopa locatio... and vradlsn1::a.
5.02 The Contractor shall lnstaa e"*on control mat in turf ~ ..... the ... equals or .... 3:1 (3 fHt 01
horizontal dilIlance for ...,. foot of wertk:aI rise). The erosion control mat shall be trenched In on the """HI edge.
=: ~ = =- ~ed.c ~**:: :~Inch~r:~u;~~~ ~
-
!5.OJ ltMt Contractor IIhaa Install jute ~ fabric on tcD surfac:a In non-turf arecIII where the .. aceeds 3:1 (3
feet. of hal1zontal diRmce tOf e'ftlr1 foal of vertical riM). Jute shaD be Instcdled under soli cover (mulch or rock as
noted abow). The jute mesh weave IIhaII t'IOt have apenings krrger than l' in ... The jute mesh shall be staked ot
24 inch intervals atonv all .... and shcrII be statced at 48 Inch 1nterwIs throughol,d. the interior area using a
trtanvutar pattern. Adjacent paneIlI of jute mah etMdI ~p by 8 Inchea. Stakes IIhaII be standard 8 Inch klng ..
...-
~ NotIfy the lanclscape architKt prior to starting won: If any area on this sit. IS found to haw. a slope nceeclln9
@J
~
lHlN BRANCHES 0Nl. Y TO OBTAIN
BALANCfD SHAPE CR TO REWOVE
DAMAGm UMBS
S- 2-PLY RUBBER HOSE
..... WIlAP
MOWN (If' ROOT BALL SHALl. BEAR SAME
RELAlION TO ANISH QW)E AS IT BORE
TO PRE'AOUS GRADE
BALLED Ie BURLAPPED ROOT BAll.
CUT AND REIlOYE T1lP 1/2 OF BURI.AP
4- DEP1tt ..ULai
RDI~ BURlAP .. ROPE
FROM TllP '13 OF THE BAU.
alEAlE ." SAIJCfR
FINISH GRAOE
9.. ...........,
9.01 The l..andKape Contruc:tor shall guarantee 011 Ianacap. work for a I*iod of time, beglnninv at the stcrt of the
malnt.nance period. 011 folIowe:
9.01.1 Trees - GM ,.or. '
9.01.2 Shrubs. lawn and 9I"QURdcoww - one ,.or.
9.01.3 In1gatIan 8)'Stem - aM J8C1f'.
0.02 Theft, vandalism. and death due to acts of Gad are exc",,*, from thie warranty.
8.D ""- ,_
8.01 ~ Contractor ehalI o.IcJn and build aU \rrlvOtkJn .,..,. for Kohl'. pIanms usIn9 ~
manufacturer8/madeIa (ar equlvatent) found in Kohr. cr1t8rta. CantnIc:tor Ia responsible for proWtlnv a shop draWing
::-:::.:nby':::: ::.....,..~ all part at the scopI of won: when bidding. Thae Pla""jlhall
8.02 AD materIcds shall be dtGlIed In accordance wIttl manufacturer's 1'*lOl...._nda&..... Notify landscope archit.ct
prior to bidding In h ..m of conf&cts betw.n h manutacturw'. recomrnendoUons and U. pIcms, details, I
spec:IfIcatIorw notes, ar .. featurw.
=...:m.~ Un~ ~~ ~~~~ ehaII conform with aD applicatH
6.04 low voltage cantroI __ IIttoII be II4-l G'fIi/Ilf whit. for common wire and 114-1 owg/uf rwd for lead wi..... A
-.panrte 114-1 gwg/uf yellow 'epcIN' wire lhall be Installed for ~ controIIitT and sholl loop Into the voev. ball: of
~ yaM 0fIW'Dd by that controller. Each contrvIIer IIhoD have Its awn Inc:tepencMnt: common ....
6.05 All CJbow-vraund pan. of this work shall be IrwtaIIecI _ that they stoncI no .... than 3D Incha cdJowe ttw
finish grade and wiD not be a trip hazard. All tubes and p1J* shall be Irwtalled below finish grode. All .,rnklenl a:
bubtHnI shall be pop-up ~ with """nv I'WoctIan and InstoIted flush with finish ~I grade (not top of mulch).
~ ~ ~ ~ static .... p,....". before designing the.-.. Refer to Kohl'. Wechanlcal
8.07 Contractor shaD fill and compact ~ m hit tt.y are fl&nlh with sunoundlng vrudIIs and wm not ..we.
8.00 No water shoD droln onto or acraa wolks, curbs, or pcwecI~. Install antf-droln check va"- at all heads
where dnJInage accurw as part of this work.
8.08 Adjust heads to rnInImIztJ IIprcl)' aubIdII at plctnterL AbeoIuWIy no water shall IIprcl)' or drain anto. or ~
sIdMraUcs. stairs or stepe. Pnq'am contn:lllers for muItlpIe storbl to ~ nm-off.
6.10 Pipe may be shown In pcI\*I areas for cIcrity on plana. All pipe shall be irwtallecl in paam.,. or -.v.d. No
t... or ellIt etMdI be InstoUed under pcwecI cnaa. No PYC p1~ shall be lnstolIecI elbow the fInIeh gradII unt.s
__ noIod.
8.11 ControIers shall not tMI Installed within ,'0- of any UIctrtcat squlpment with magndc ,..,. or motors.
8.12 If a IancIacaJM: maintenance perlod is .pedfied all part of this work the ImgatIon II)'8lem Iholl be checked
neId)' and the control_ run tim.. cxIjwted neid)' during the malnWnaftCSJ perIad. Do not owr-wot.r new pkIntlngs.
8.13 Install roIn .....". "Huntsr "lnl aIc:k- an inside of roof panlpet wedl. See KohI'II MIIchonIcaI CorlllUltant Plans
far to ctst.mlne beat paaibIrI kJcatlan.
8.14 It. tM I.anctIIcape Conttoctor's respanslbiIIty to dtItmnIne wot.r apfl8cation rata and timer cydIng. A written
::m~. m: = ahaU be sent to: KohI'II stcft PlannIng. Attn: John HendenIon. N58 W17000 Rldgewoad Dr..
7.0 LancI8capI MainteI'lCDlOll:
7.01 The Contructor shall maintain the landscape Ii: Irrigation thr'at.I9hout construction and up to store vrond-apenlng
date. Responslbtll porQr (Kohl's or lancIIorcI) will aa.".. maintlInance beglnnlng an the gnmd-apenlng dat. of thrI
storti. Any punchIIlIt Items rwuIUng from thtt flnot cm.rvvUon, must be c::orrec:t.d prior to the vrand- apenlng of thtt
......
7.02 l.ondltcape ma&tt.nara IIhalI IncIucht. at a mInImurn, neId)' mowing of vraea. rernowal of .... at no men
than 10 day Interva!II, controJ of any pnb ar diIIeGlle. weekly irrigation contr'Dtler adjulltments, weekly reptacement of
;;:.. ~i be ~a~ 8ha1l be btmmed .., ather .... and wesIdy r.rnawaI at litter from planters.
~ C::~~~~ta.. all reasonabIo prwcautians required to protect -plants throughout the maintenance period
8.0 oe..rvatJans::
8.01 ThII Contractor shafl requsst a final cm.rvatIon by the ownw'. ~ upon compIetIan of lnstaDatlon.
8.02 0blIerwtI0n must be ~ 7 days In achonce of the anticipated elate af the oblentaUon.
8.03 PrIor to requesting thrI final aWsrvatlan It . the contractor's rapoMIblIIb' to a...-. that U. wortl Is f1nbmed
=-=~ wlthwn~~t ~ a::=: ~~::d~~ c: ::"~tha~= at the
aOsenatIon. or $500.00 whk:tIewsr Is greert.'. Ivrt of tM foIIawing shall be c:onslcl..a praof at eutmGntiat
nan-compllonce:
8.03.1 InstaIIecI quantJt;y at c:my Item Is .... than OS of that specified.
8.OJ.2 Ware than D of any pklnt wriety ars unclendze.
8.03.3 Men than D of any pklnt varIeQr ant dead or dying. Dying is cWined CIS wittinv ar toss of more than 3DX
of_(_lsof__)
CROWN OF ROOT BAll. SHAlL BEAR SAME
RElAlION TO AMISH GRADE AS IT BORE
TO PREVIOUS GRADE
BALLED Ie BIJRI..APPED ROOT BAll.
CUT ANO REIlOYE TOP 1/3 OF BURlAP
4- DEPTH "ULai
CROWN OF ROOT BAlL SHALL BEAR SAME
RElAnON TO FINISH GRADE AS IT BORE
10 PREVIOUS GRADE
BALLED Ie BURLAPPED ROOT BALL
CUT AND REMOVE TOP 1/3 OF BURlAP
4- DEPTH "ULai
BACKALL MIX
UNDISlURBED son..
IillIEli:.
1. 00 NOT ALLOW AIR POCKETS TO FORM WHEN BACKFIWNG
2. WATER SHRUB lHOROUGHLY SUBSEQUENT TO INSTALLAlION
IillIEli:.
1. DO NOT ALLOW AIR PDCKETS 10 FORM WHEN BAQCFUJJNG
2. WATER SHRUB 1....EDIAlElY AFtER INSTALLA1IQN
BAacF1U. "IX
UNDlSTURBm SUBSOIL
CONIFEROUS SHRUB PLANT1NQ DETAIL
BALlED AND IlURlAPPED
NOT TO SCALE
DECICUOUS SHRUB PL.ANT1NQ DETAIL
86' I I'n AND BURI...APf'B)
NDT TO sc:AL.E
NOTICE:
CONS1RUCllON S1lE SAFETY IS lHE SQL[ RESPONSI8lU1Y or
ltiE ctI:t.1B6CIQB: NEl1HER lHE OWNER NOR lHE ENGINEER
SHALL BE DCPECltD 10 ASSUME MY RESPONSIBIUTY FOR
SAFElY OF THE WDRK. OF PERSONS ENGAGED IN lHE WORK.
OF AHY NEARBY STRUC1URES. OR OF ANY OTHER PERSCWS.
COPYRIGHT @ 20D6 A 1WElL -HICKS
NO REPRODUCTION SHAlL BE IIADE WITHOUT THE
PRIOR WIlITTEN CONSENT Of AlWELl-HICKS
IillIEli:.
1. DO NOT AU..OW AIR POaCETS TO f'ORW WHEK B~G
2. DO MDT DAMAGE ..AlN ROOTS OR DESTROY ROOT BALL WHEN INSTAWNG 1REE STAKE
3. REMOVE tREE RINGS. TREE WRAP AND STAKES ONE 't'DR AFlER INSTALlATION
4. WAlER tREE lHOROUGHLY SUBSEQUENT TO INSTALLAl10N
DEClCUOUS 1IlEE Pl.ANTJNQ DETAIL
BALlED AND BlII..APPED
NOT TO SCALE
alEAlE SAUCER (MIN. .")
ANISH GRADE
COMPACTED TOPSOIL MIX
UNDISlURBED SOIl
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..... ilK
IlOOK VAN 90
.IlIl 06001110
FILE NO.
8P-04 - 4
$ TOPOr M~.sOwrt
El.127'_a-
$'1~,rJ!.~gt4lY
Q
V
rl
--+-t-----~~~~~~G
T'(pE MATURE SllE
~ PERE:,NNIAL ro~ Tl\ll W! l' 0"
SPREAD
. SMAll DECIDUOUS ;:1'.0" TAl L. WI 2'.0"
SHRUB SPRf'AD
. Sl\tAlL CONIFEROUS 1'-6'" TAll Wi @'-O'
SHRUB SPREAD
. LAROE CONIFEOOUS ,5'-0 TALL WI 5'-0"
SHRUB SPREAD
0 LARCE DECIOUOUS 6'-0 TALL W' 5'-0"
SHHUB SPREAO
. ORNAMENTAL 12'.0 TAll W' 15'.O~
DECIDUOUS TREE SPREAD
. CONIFEROUS TREE 20'-0 TALl. W; 12'.0"
SPREAD
e lARGE 45'-0 fALL W:
DECIDUOUS TREE Sf'REJI>.O
LANDSCAPE LEGEND
HARDSCAPE PLAN 9CAl..E; 313r=1..O" 2
0 0 0 0 ~ 8 ~
I I I I , ~,
i
('<lZ:!J'O. SMOOTHF.'ICi:: eMU ~ ...oJA~E"''T TEH/\NT
r<ERIFYkEriCiTHOrSO;lDII<GWITHCE'I€LCf'ERj
RIGHT ELEVATION
cp
I L__d . ,,"_.
<JO'CL-130'.a-
$ T~ OF MASONRY
lL,Il!>.ll
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Fll'IFLOOR
LEFT ELEVATION
SOotE :)13]"= 1'.0.
L
~
KOHL'S - CARMEL WEST, IN
1xxxx
99th Stroot lI. t.tchlg4n Road
Carmel, IN 46032
CEVELOPEO BY,
KOHL'S DEPARTMENT STORES, INC.
N5e Wf7000 RIlGEWOOO DRIVE
~ENCMOt& i:'AllS. WISCONSH 53061
TEL> 12lt2}1~'1000
FAX.12112lT03.T1M
3
ELEV A TION KEY NOTES
0 W-)or liNe AT WAU
0 llUllOING SIGHAGE BY OTHERS QV1;R flNl$li wAll SURFACE.
nNlSlt Cl:)N71i'lUlO$ OO't.I) $IGNI'GE
, ElECTRtCAlUGHFOrTUPE
(9 DOCK $tAL. fACroHY fiNISHED. SEEOEIAIL 11SlA2
0 DOCK DUMPER. fACTORY r1NISH(D. sa: DETAIL 211iA,2
0 !:.!IJ',wSIOfo; A.N\J \:OM1ROL JOIN1'S .~H, srRUC1UKAl
(1) CAAoPV
0 ELEMEfo;fIlEYONO
o w.3ONRJ'SCRffNWAil
@ fULLeRICK\'ENEERACCftff8ANDS
@ PRE fiNISHED AWM1NUM PANEL TO MA1CH STOREFRONT COLOR
gy.BUILCm~t.oc.o.1lON
" NOT USED
@ SECTIONIll OOCR
@ NQTUSEO
" AU...Nl'M STORffRCNTOOOR
@ OPEN :SlEEL STAlR1l ANORo'lk.IN~. SEE ClETAlL 28/A:I.'
PAf..flNISHf.O ALUMINU,", BANO BY STORf.FROIH SUPPLIER.
@ t.4OUNT CEHfEROf BANO AT EL~116'.5.. SEE DETAILS
22/Al.2AND34fA12
@ BENCH. LANOSCAPEFORMS MODEL -STAY'. B>l.ClC.lESS, NO
1'1 DIVIDERS, SURFACE Moo.'lIT - COLOR: FROST. YfRfiwml
KOHL'S COOSTRUCTlON MGft aEFORE ORDER!NG
FINISH COLOR
~ PRAIRIE STONE BY E1UiD ^ 6EtDfN5RlC1("(;CUI>lOOORl:
ItlOUSml€s
VELQt;R-(UfIUTYSlZEJ:
, BRIC\{ MASONRY UNIT ' 'V3s,e""2114"IIS!!l-
RfJNl'-;ING BONO WJRfASH:a.OR w.nlRAL
, STOhEr..ISIIElfSS'l'STEM 6 :~M~O~~"lt"E"
, STOf';HRONTI CliRT-'IN ~ ~c~~~~F
~F~lt..PRE.FINISHEOBY .1O'ANTIClLE,lllilTE"
~ MAil PNtfT 01 PRIMER C ~~Lg.Rp~O~~bCH .....IlY
~__OIGRC ~n02SE.Rf.NOETlB'I[$?YVJl
G ~:;~TF~~~~MER 01
, leI PAINT 01 PRIMER Of ^ BENOItiOUSTRJES"IlUFF
Io'lSCELJ.NiE:OUSlTe.I!i W ~~~~~r::
PRE.f;HISHEOSHEETh'ETl\L
, (1"lCt.l.JOOG~ING.
G\JTTERSNiO~S '"" o\CCalTCOI.OR
. mF..f,N'~D AtUMlIW'" V TOM,o,TCH"f.'
"'"
" ElIPOSEOCCNCRETE. , NAWHAlGW.V
~CKFOFjHI5H
" fULL BIl;lCl< VENEER 4.CCEN " 80NE WHITE BY KAWN(ER
"'"
" ICI PAINT fiELD COlOR.
ElF3COR'lICE , TO".,o,TCH"E"
" PORCElAIN TILE 17' x 24. Ie: PAIN' ACCEHT COLOA,
:y~~~~~~~~3~~~~:1 , TOMATCH'A"
" "-CCfHT COlOR 10 MATCH
PJ;i;C"-.SlCON::RLIt:CAI' , 'GRAY"'I$l-
" I<QTUSEO
" K'lNAR"SlERAAT"-"f"
\,- I0rNAA.-'tMQJlO"
, KYNAR'1lONE'MilTE"
4
PHONE 414.276.1760
fAX
414.276.1764
Emoil mG,~dlIO~I_)n,(iIII\
NO CA.TE BY DESCRIPTION
D~-Plin~fufOv""'-'R""it:to
C::,,~-~/or"'CISsoo....:t\ai
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6
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HARDSCAPE PLAN
SCALt 3132" .. 1'-O~ SHEet
PROJECT if
DE-1
3105+h;xxx
ORWN BY AOL CHKD BY: JRC
5
DATE ISSUED
09125106
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CITY OF CARMEL
DEPARTMENT OF COMMUNITY SERVICES
Division of Planning & Zoning
LET T E R of G RAN T
August 31. 2006
Attn: Chris Laystrom
W oolpert, Inc.
7140 Waldemar Drive
Indianapolis, IN 46268
RE: Docket No. 06060005 DP: West Carmel Marketplace Block "G"
Dear Mr. Laystrom:
The City of Carmel Special Studies Committee, with approval authority granted by the City of
Carmel Plan Commission, took the following action at its August 1, 2006, meeting regarding
your Development Plan application for West Carmel Marketplace Block "G",
APPROVED: Docket No. 06060005 DP: West Carmel Marketplace Block "G"
This Development Plan was approved with the following condition:
1. The Landscape Plan shall be submitted to and approved by the Urban Forrester.
In order to assist the Department's review, please attach a copy of this letter when making
application for permits regarding the improvements contained within this approval.
Do not hesitate to contact me if I can be of further assistance.
Sincerely,
Matthew Griffin, AICP
Planning Administrator
Phone: 317-571-2417
Email: mgriffin@carmeLin.gov
cc: Sarah Lillard
cc: David Littlejohn
cc: file
Docket No. 06060005 DP: West Cannel Marketplace Block "G"
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BLOCK G
WEST CARMEL MARKETPLACE
99TH ST. AND NORTH MICHIGAN ROAD
CARMEl., INDIANA
MAY 19, 2006
OWNER:
Duke Realty Corporation
600 East 96th Street, Suite 100, Indianapolis, IN 46240 317.808.6000
CONTRACTOR:
Duke Construction Limited Partnership
600 East 96th Street, Suite 100, Indianapolis, IN 46240 317.808.6000
~
WOOll'llllT
WOOLPERT, INC.
1140 Waldemar DrIve
IndlanapoUs, Indiana
46288-4192
317.299.7600
FAX: 317.29U5806
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SHEET INDEX
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LEGAL DE8CRIPI1ON:
BLOCK Go WEST CARMEL MARKETP\..ACE
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edIiaiq 1.2?9...._or_
COOO....................... COVER SHEET
ClOO.............,......... EXISTING CONOmONS/DEMOUnON PLAN
C200....................... SITE PLAN
C3OO.............!......... GRADING PLAN
I
C301....................... EROSION CONTROL PLAN
C302....................... EROSION CONTROL NOTES & DETAILS
I
C4OO....................... UTILITY PLAN
C5OO....................... LANDSCAPE PLAN
C6OO.............~......... DETAILS
C601.............i......... DETAILS
C602.............!......... DETAILS
C700.............:......... UGIfTING PLAN
I
DATE!
REVI8lON
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46
PER PLAN COMMISSION
3 07/31/06
PER TAC REVIEW
2 06/26/06
BID SET
1 OS/22/06
65546
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FUTURE BUILDING
99TH ST. AND NORTH MICH!GAN RD.
100.005% SF
F,F.E. 687.50
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.............
1. AU. DIMENSIONS IN CURBED NIDS SHAll. BE BACK TO eACK or CURB.
-AU. OIIIENSIOHS IN AADS wrrHOUT CURB SHAU. BE TO EDGE OF PAVEMENT,
-AU. OINENSIONS AT tNTEGRAL CURB &: WALt< SHAll. 9E TO FACE rs CURB.
-ALL DINENSIONS FROU BUIlDING SHAll. BE FROa.t FACE OF BUlLOING.
2. ALL RADII IN PAVED AREAS & ON CURBS SHN..L BE 5' UNLESS NOTED
OTHERW15E.
J. THE CONlRICTOR stW.1. VERIFY ALL DIMENSIONS IN FIELD BEFORE STARtlNG
COHSTRUCTlON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AU. RaD
DIMENSIONS. IF AItf DISCREPANCIES ARE fOUND IN THESE PlANS FROM
ACTUAL FIELD CONDmoN. THE CONTRACTOR SHALL CONTACT AlE lNMEDIA.TElY.
4. PROVIDE SMOOTH TRANSfTlQN fROM NEW /ttM.AS TO EXJSTING FEATURES ~
NECESSAR'{.
!J. AlL AREAS WHERE THE EXlSnNG PAVEMENT OR PAVEWENT'S ARE cwu.GED
DURING CONSTRUCllON FROM TRAFf1C BY THE GENERAL CONTRACTOR,
SUBCON'JR,tCTORS. OR SUPPUERS SHAU. BE RESURFACED OR RECONSTRUCTEO
AT LEAST TO THEIR 0RtGINAl CONOITk)N AfTER CONSTRUCTION WORK IS
COWPI.EIiJ).
6. AU. RADII INDICATED SHAll. BE F'ORUED AS CIRCULAR ARCS.
7. AU. D111ENSlONS ARE PARAU..EL .AHD PERPENDIO.JLAR TO SASE LINES.
PROPERTY UNES OR 8lRl..D1NG UNES UNlESS OTHERWISE NOTED.
8. DrSABl.fD RAMP AND SIGNAGE SHAlL BE IN ACCORQt.NCE WITH FmERAL.
STATE. COUNTY. CITY AND lOCAL. CODE WHICHEVER HAS JURISOtCTK)N. SEE
SITE PlAN FOR LOCATION AND SITE DETAILS FOR SPECJF'lCA,TIONS.
g. AU. STRIPES ARE TO BE .... PAINTED. WHIlE. UNlESS OTHERWISE NOTED.
10. THE CONJRACTOR SHAlL BE RESPOHSB.E TO PRO'JIDE AT HIS EXPENSE ALL
AUTOMOBILE N40 f'Etl[STRIAN TRAFFIC CONTROL DEVICES REQUIRED BY
fEDERAL. STATE. COUNTY. CITY OR I..OCAI.. AGENCY. THE AMOUNT. LOCATION
AND SIZE SHALL BE PER 0lRECT10N OF N;BCV.
11. IT IS THE RE5PONSIBIUTY OF' THE COHfRACTOR 1'0 REMOYE AU. MUD. DIRT.
GRA.VEL. AND Nf'( OOMER MATERIALS TRACKED ONTO AHV flUBUC OR PRIVATE
STREETS OR SIDEWAlKS. THE CON'TRACTOR wsr a..rMI TJiESE DAILY IF
NECESSARY. THE CONTRACTOR l.lusr USE WATER OR OTH[R METHODS TO
KEEP AIRBORNE OUST TO A REQUIRED MINIMUM.
. EXISTING
HOIAE DEPOT
F.F.E. 8B7.50
SYMBOL
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NUMBER OF' PARKING SPACES
"""""""" CONCRETE
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(~J
PARKING DATA
AAEA NUMBER OF SPACES
BLOCK G ... T7
>CCESSlBI..E '"""'" 8
j..
Duke
COOIS1RUCl1ON
_110II_
--
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~
WOOIl'l!RT
7140 Waldemar Drive
Indianapolis. Indiana
46268-4192
317.299.7500
rAX: 317.291.5805
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PARCEL CtNfJWJ(
8.28 At:..
7.56 N:..
DOtn' A
DIG
BUND
C200
3 Of 12 _
Iw...,...~
OW-Job'
AlE Job Num_
065546
1-800-382_
cou.__
1. PROVIDE POSI11YE DRAINAGE 1\1 1U ARf'A$. PAVING CONTRACTOR
SHAlL TES1' FOR Nfr PQN[XNG CONOI1lOHS AfTER lNST~TION AND
CORRECl'.
2. PRCMDE SNOOTH 1'RANSIT1ON FRON NEW AREAS TO EXlSTtNG F'EATURES
J,S NECESSARY.
3. All AREAS WHERE PROPOSED ASPHAlT PAVEMENT WEErS THE: EXIS11NG
PAVEMENT THE: EXtST1NG PAVDIENT EDGE SHALL BE PROPERlY SEALED
WITH A TACK COAT MATERIAL
4, THE ElCCAVA11HG OOHTftACTOR MUST TN(( PAR11CUl..AR CARE WHILE
EXCAVA11HG AROUND EXISTlNG TREES SO NOT TO DISTURB AND TO
WIHINtZE OR EUMlNATE DAMAGE 10 ROOT SYSTEM.
S, THE EXCAVAllNG COff11UCTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATIHG IN AND AROUND EXIS11NG UT1UTY UNES AND EQUIPNENT.
vERIFY COlIER REQ1JIREWENTS BY VflUT'( CON1'RACTORS AND/OR UTlUTY
COMPNtIES SO NO!' TO CAUSE DAMAGE.
6. THE EXCAVATING COHrRACTOR OR lANOSCAP1NC CONTRACTOR SHALL
INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET
DRAINAGE IS PROPOSED ACROSS THAT $[[DED NIVr..
7. AU.. IItOS WHERE THE EXIS11NG PAVEMENT OR PAVEWENTS ME
DAMAGED DURING COHSTRUC'flON FROU TlW'flC BY THE GENERAl
CONTRACTOR, SUSCONTRACTORS OR SUPPlIERS. SIW.L BE RESURFACED
OR RECQNS1'RUC1'ED AT LEAST TO nfDR ORIGINAL CONDIl1ON AFTER
THE CONSTRUCnON WORK IS COMPlETED.
~0
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LEGEND
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EXISTING
HOME DEPOT
F.F-E- 887,50
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GRADING NOTES
- -1- - - -I-
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_ _ _ _ _----=i~--- _ _1_
-:-5- C~J -c~:
0"
e;
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o 50 100
1""\.0-_-
GRAPHIC SCALE IN FEET
CONTOUR UNE
SPOT ELEVATION
.....TCH EXJST1NG GRADE
STORY CURB INlET
STllRU INlET
STORM .........
SNmAR'l" MANHOlE
_*' ClEANOl/T
STORM STRUCTURE NUWBER
WflTAR'f SlRUCTURE NlNBER
STllRU SEWER
_AllY SEWER
SANfTARY SEWER FORCE MAIN
WATER UNE
_ HYOIWIT
WATER MANHOlE
POST INDJCA,TOR VJlL.VE
WATER METER PIT
STORZ CONNECTlON
WATER VJlL.VE
GAS
GAS MmR
GAS REGULATOR
GASlIl1lJlY_
GAS VJIL.VE
_0 ELECrRlC
ELECrRlC .........
ELECTRIC _
UNIlEIlGROOND m.EPHllI<E
TElD'HDN[ ~
TEI.fPHDNE PEIlEST....
GRDUHO UCHT
UGHT POLE
..... BOX
BOlLARD
DISABlED PARKfNG SIGN
SIGH
"""""""-
150
,
PROPOSEO
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8. T,e, StW.L INDICATE THE ELEVA"hON THAT WATER WOULD ENTER A
STRUCTURE WHEN SI'RUC1'URE ]S NOT A CURB lNLET. T.c. StW.L
IHmCATE TOP Of CURB WHEN STRUCTURE !S A OJRB INLET.
-.::::.~> =-=-=""'::..-
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CONStRUC1lON
8OO_S&lh_
_'00
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ro.: (31 SI8-61I7
~
WOOll'ERT
7140 Waldemar Drive
Indianapolis. Indiana
46268-4' 92
317.299.7500
FAX: 3'7.291.5805
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065546
J
~:sJ
GENERAL NOTES
LEaf"D
r:TING
I 0
o
1. ROOF DRAINS. F'OUNOA1l0N ORANS. AND OTHER ClEAN WAlER COHNECTlONS TO
THE SANn'AR'r' SEWER SYSTEM ARE PROHIBITED.
2. SANITARY ~HOlES SHAlL BE PRECAST CONCRETE OR MONOUTHIC.
COHStR\JCTED OF CLASS --,,- ~.OOO PSI CONCRETE, AND CONFORMING TO AS1\!
C-478.
3. JOINTS BETWEEN PRECASf SANITARY 1MNHOlf SECTIONS SHAll. CONFORM TO
ASN C-44J,
4. SN\IITAR'I' SEWER PPE AND FITTINGS MAY BE EfTHER P't'C 1*.T CONFORMS TO
ASN D-30J4. SDR 35 wmt A. WINIMUM caJ.. Cl.ASSlFIC\l1ON OF 12454-8. OR
AEfNFORCED CONCREJE PIPE QASS III, IV, OR V IN ACCORDANCE WITH AS1\!
C-76, OR OUCTILE IRON PIPE CONFORWlHG TO ANSI SPECIF1CATlONS A21.51
AND NJIWA C-151, OR HIGH DD6ITY POlYETHYlENE PIPE CONF'ORt.tING TO
ASI\I-3JSO CELL ClASS P.E. JJ44 33C.
5. CONSTRUC11ON StW..L. NOT COWENCE UNlU. AN IMP'RCNEWENT LOCAlJON PERIMT
HAS BEEN OBTAIHED.
6. WATER MAINS CROSSING AN'( AND AU. SEWERS stW.L HA\f: A MINIUlJW
VERTICAL SEPARATION oF 24- BETWeEN THE OUTSIDE Of' THE WA1[R MAIN PIPE
AND THE SEWER PIPE. ONE FUlL LENGI'H (7 ."1m MAIN PIPE SHAlL BE
CENlERfD AT THE POINf Of' THE CROSSING SUCH THAT BOTH JOINTS 'MU. BE
EQUDSI'AHT N4) AS FAR AWAY F'ROW THE SEWER AS POSSIBlE. IF WATER
lJIIE(S) CROSS BD.DW SANfTARV SEWER UNE(S). SEWER LINE MUST BE
CONSfAIJCTED OF' EIlHEA oucm..E lRON PIPING OR OF 200 psi PIC (SDR-2t
OR EQUIVAlENT) FOR lliAT PARTIClA.AR SPAN.
7. EXISTING UNDERGROUND unU11ES ARE SHOWN IN THEIR APPROXJW.lE LOCATIONS
ACCORDING TO THE BEST AVAILABLE INFORWATION. THE CONTRACTOR SHAll. BE
RESPONSIBlE FOR DETERMINING THE EXACT LOCATION OF THE EXIST1NG UTUTIES
#HD REPAIRING N<< OMIAGE DONE TO THE l1T1UfIES DURING PROBING OR
CONSJRUCTJOH. TO OBTAIN ACCURAlE RElD LOCA11ONS OF EXISTING
UHDERCROUND unU11E'S, 1HE CONTRACTOR SHALL NOTlFY THE FOlLOWING
FORlY-EJGHT (48) HOURS IN ADVANCE: INOIANA UNDERGROUND CABl.f: LOCATION
1-800-382-M44.
8. AU. STORtI mAINAGE CONSTRUCTlON SI-W..I.. BE PERF'ORt.IED IN ACCORDANCE
WO'H lOCAl. S'TDRM SEWER SPECIF1CAnoNS AN:l REQUIREMENTS.
9. FInD TU.E EN<XX.IN1ERED SHAlL BE REPlACB) AND/OR CONNECTm TO THE
STORM SEWER SYSTEM,
10. $/DE SLOPES 3:1 OR GREATER WD.l BE SODDED OR STABUZED wnH AN
EROSION CONTROL BLANKET.
, ,. .-u. EARTHEN AREAS otSTURSED DURING CONSTRUCTlON SHAll HAVE l'EWPORARY
SEEDING AND UULCHING.
12. SZLT FENCE AROUND 5lRUC1URES IN PAVEYENT AREA ARE TO BE INSTALLED
PRIOR TO PAvtNG CONSTRUCTION.
1 J, GRMlU\,M BACKf1U. REQUIRED FOR AU. PIPE UNDER PAVEMENT NC) wmGN S
fEET or PAVElIENT.
14. THE CONTRACTOR SHAlL 9E RESPONSIBlE TO PR<MDE AT HIS EXPENSE AlL
M1T0M0BILE AND PEDESTRIAN TRAFFIC CONTROl OE'.'1CES REQUIRED BY ~
STATE. COUHlY. CITY OR LOCAL AGENCY. THE AWOUHT, LOCATlON N<<) SIZE
SHAlL BE PER DlREcnON OF .IGDCY.
e
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= = =i=~:= = = =
I;
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111
..
ruTURE BUILDING
99T1-l ST AND NORTH MICHIGAN RD.
100,005:t: SF
F',F".E:. 881.50
EXISTING
HOME DEPOT
FTE.887.50
e
---'- UE - ---
110
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81RUCTURE DATA TABLE
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NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO
WASTE-DRAINS TO WATERWAY".
NOTE: USE OF DEWATERING BAGS DURING CONSTRUCTION IS
RECOMMENDED TO DECREASE SILTATION OF PONDS.
--!- -
~ -1-'-
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C~:
r;~
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T_C. !l15~.4or~
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RC", 0 O,3~X~_ _ _ __-_-~
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=-90 .
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LS~~ L3:..rINy.8~
110."1/. Ell6O.:.s
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... 1
o
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~--
GRAPHIC SCALE IN FEET
SlORN ctJll8 K.ET
STORU INW'
SIllRM _OlE
SANITARY .w.HOLE
...."...,. CWNOUT
SIllRM S11lUC1\JRE NUlllIER
SANITARY STRUCTURE NUMBER
SlORN SEWER
STORW UNOERDRAIN
(20 FT. .... AT SlRUCtURES)
...."...,. SEWER
SANITARY SEWER FORCE MAIN
WATER UHf
FlREHYIlRANI'
WATER MAHHcx.E
POST INDICATOR VALVE
WATER METER PIT
STORZ COHHEcnON
WATER VJLVE
GAS
GAS urnR
GAS REGUlATOR
Gf.S lJnUTY MARKER
GAS VH..VE
UNDERGROUND EL.ECTRtC
ElLC1R1C _HOlE
ELECTRIC TRANSF'ORNER
UNDERGROUND TaEPHONE
TtlDH(lNE llAHHOU:
mEPHOHE PEDESTAl..
GROUND UGHT
UGHT POLE
WIll SOX
IlOUARll
DISA8l.ED pARKJNG SIGN
SIGH
GUARIJRA1L
GRANULAR BACKFILL
150
I
PROPOSED
.
.
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...
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8
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III
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.
Duke
CONSTRUC11CH
eoo East 5I8th streit
_'111I
~IN 4&240
PIon: _
r.. 31 1I11Hlt7
~
WOOLPEllT
7140 Waldemar Drive
Indianapolis. Indiana
46268-4192
317.299.7500
FAX: 317.291.5805
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BUND
1-llOlI-382 55H
".".... ....
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70112 _
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065546
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REALlY COAPORAlION
800[11II__
_'ID
~"_40
"'- -
r.. I llllHlI7
~
VtOOJlIERT
7 t 40 Waldemar Drive
Indianapolis, Indiana
46268-4192
317.299.7500
FAX: 317.291.5805
;z:
~
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~
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17
20
6
75
GENERAl. NOTE
QuantIty lists 0,. euppfiId QI a conwenier'Ict. Tho ContrvctM stIaU verify aU q&IClI'IlftieI.
..-""
-- &.
83
80/12 _
U.RIaa,MIIIIllIlIr.
OW-Job'
AlE .Job ......-
065546
~
.------
,/'~~=':'~
o 50 100
r-o-,-_-
GRAPHIC SCALE IN FEET
150
,
---
--t" ---
----- -
--
--
I
\
,-",,~,........ ""'~-
PLANT SCHEDULE
TREES
.m!lIlll. .lllI!IlDlr BOTAMr.AI NAWF' ~ - JllIll[ ll!lllli
ACER RU8RUU 'Al.ITlAtN BLAZE" I
ACE-B _ lllAZt lIAPU: 2 1/2" B/8 sal.....
ACE-E 12 ACER SN:X:HARl.IIil 'ENOOWEHT' DlDOWIl.... lIAPU: 2 1/2" B/8 sal.....
_-A '0 -- SHNlBlOW SEJMCalERRY 2" B/8 sa.....
CAR-C ~ CNlCUH..... .......,.,............ 2 1/2" BIB SEEi.....
ClA-K lJ CWlRAST1S I<EM'IUCl<EA VWJlWWOOO 2 1/2" B/8 SEE/.....
OLE'" '0 GlEIlI1SIA ~ 'SHADEIMSTER' SHAIlDIAST[R HONE'IlOCUSI' 2 '/2" B/8 SEE......
PIC-A 19 PICEA A/lIES "","",y SPRUCE s' B/8 sa:PI.Nt
I
P1C-p 26 P1CEA PIJNGENS SlUE SPRUCE 0' BIB SEE\.....
QUE-. 11 QUERCUS ~ RED "'" 2 '/2" B/8 SttiPt.AH
1l1.-1 26 T1~ TOWENTOSA SILVER UNDEN 2 1/2" B/8 SEE .....
m-s .. ZEI.KOVA SERRATA '\1l1..AQE GREEN' VIl.J.AGE GREEN m.JCOVA. 2 1/2" B/8 SEE .....
SHRUBS
IlE-G .. !LEX GLABRA 'COMPACTA' ..-.cr INI<BERRI' 2'- CONT. PLAtO' Jr a.c.
I
JUIf-C "0 JUNPERUS CHINENSIS 'KH..LAYS COMPACT' IW..1.AY JUNIPER 2." CONT. ~42"O.C.
\
Vl8-0 129 VlBURNUW X DENTA'1\.II .--.000 ...-... 2'" 8/B PlANT 42'" O.c.
,
PERENNIALS. ORNAMENTAL GRASSES, ANO GROUND COVERS
:_..__n_nm I ~~I
unummuuuumnuunuunnnuui I rr- . j
II :
Iii
r
FUTURE BUILDING
99TH ST. AND NORTH 1.A1CHIGAN RD.
100,005% SF
F.F,E, 687.50
EXISTING
HOME DEPOT
t.r,E, 887.50
, ...-- ........ '" . ~
:._.uu _____u______uu_ ______~ WRM IUIJIlIG :-uu_---n------n------n-----J I
CAI..MWiROSTlS A. 'I<ARL FOERSTER' fEATHER REED GRASS 2 ""- CONT. Pl..MT 4r o.c.
HDIEROCAlLIS 'STELLA DE QRO' STDJ.A DE ORO DAYULY 1""- CONT. PL.ANf 24- D.C.
I
lIISC.OHT11USSINEIlSlS ...,.,. GRASS 2 ""- CONT. PlANT 42- D.C.
I
SN-VIA NOIEROSA .....V NIGHJ" lMY NIGHT SAl'M ,''''- CONT. PlAN!' 24- O.c.
~.l_ZIll
l~;;'~~
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CAl.-A ..,
HDl-M 72
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SEEO
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All. SOD AREAS TO BE IRGAlED
lTJ
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HFL FA 1000 MHR F 3HSS MOUNTED ON 25 POLES
HFL 3 1000 MHR F HSS MOUNTED ION A 25 POLE
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