HomeMy WebLinkAboutPacket 11-21-06
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ATWELL-HICKS
1245 EAST DIEHL ROAD
SUITE 100
NAPERVILLE, ILLINOIS 60563
ATWEll.HICkS
OEVEi.OPMENT
CONSUL TANTS
DP/ADLS PACKET
WEST CARMEL MARKETPLACE
99TH STREET AND
WALNUT CREEK DRIVE
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WEST CARMEL MARKETPLACE
Section 1
Section 2
Section 3
Section 4
Section 5
Section 6
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TABLE OF CONTENTS
Site Plan
Landscape Plan
Building Elevations
Photometric Plan
Signage Plan
Block G Exhibits
(Docket No. 06060005 DP)
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(BY OTHERS) I
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I -- I GENERAL NOlES: I '-' I I
I A -- I " PARKING lOT, SIlt lANDSCAPING (EXClUDING FOUNDAl1ON
COPYRIGHT @ 2006 AlWELL-HICKS ~~~GS/;~~GGR..:~Gp~oll~yN~Rg~ER:~~U;Ul1ES.
NO REPROOUCl1QN SHALL BE MADE WITHOUT THE CARMEL SEE DOCI<ET NO. 06060005 OP
PRIOR WRITl1EN CONSENT OF AlWELL-HICKS
LE<lEND
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BOUNDRY UNE
EXIST. QJRB AND GUTTER
PROPOSED OJRB AND GUTTER
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SITE DATA
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msnNG S1-n;: ZONING B-2~-3 J :.-,Je.\.,..
PRoposm SITE 7ONIN~ B-2,/a-3
EXISTlNG TRAme SIGNAL
PARKING DATA
RETAIL SAlES/GENERAl SERVICE REQUIREMENT:
1 SPACE /200 SF FLOOR AREA
REQUIRED PROP05ED
PROPOSED 90,894 SF RETAil
STANDARD SPACES 447 4S4
ACCESSIBlE SPACES 8 8
lUTAl PARKING SPACES 45S 482
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KOHI:S
2F-BL wiT-DOCK
TYPE II NR CONSTRUCTION
FIRST FLOOR AREA '" 90.894 SF
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CAD FIlE
08D0111OSP-01-L
REWIONS
DATE
10/06/2006
SP-OI
FRONT a.EVAllON FOUNDAllON l..ANDSCAPE DETAR.
SCAlE 0 10 2ll
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LEGEND
PLANT 8CHEOULE
KEY. QTY. SPECIES
REMARKS/SPEC.
SIZE
I'v~ NIEA TO BE SCDllED II1H
'_/ -"-" WEU.-ROOTED KENtuCKY BlUE GRASS
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CANOPY TRF'F'S
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Tl1accrdattl'~'
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ORNAMENTAL It.4UI T1-STFMMED TRITS
MF e ,.",.1Ictrlbundo~'
__ Crob
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OECIDUOUS SHRUBS
EA 2. Cuorr~ doto 'Compcx:tu'
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EVERGREEN SHRUBS
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Cont., Splcimtn
ORNAMENTAL GRASS .It PERENNIALS
HH .. -...- 'Happy Roturn' No. 3
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CA .. ~ ocvItIfoIkt)(arl Fotafr' No. 3
KtIrl F..,.,. "-'hr Rwd GhJa
PT 52 Ptlt:hytlt1lltdrg twmiJoIJ. 2 1/.. Pea pol
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* 3 WORKING DAYS
BEFORE YOU DIG
CALL JULIE
1-800-892-0123
- ~~~~~ES
lHE lOCAnQNS Of DCIS1ING UNDERGROUND unum:s ARE
SHOWN IN AN APPROXIWAlE WAY ONLY AND HAVE NOT BEEN
INDEPENDENn. Y VERlAED BY THE OWER DR ITS
REPRESENTAllYE. THE CONlRAClCR SHALL DE1ERUINE lHE
EXACT LOCATION OF ALL EXISTING UTll.lTlES BEFORE
COWMENaNG WORK. AND AGREES TO BE fUU. Y
RESPONSIBLE F1JR ANY AND AU. DAMAGES WHJQl MIGHT BE
OCCASlCWED BY lHE CONlRACTOR'S FAIlURE TO EXACn. Y
LOCAlE AND PRESERVE ANY AND ALL UNDERGROUND
U11UnES.
NOllCE:
CONSTRUCTION SllE SAFETY IS 1HE stI.E RESPaGBlUlY OF
THE .cm:tlB6cn:8: NEITHER 1HE O'IlNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBWTY FOR
SAFETY OF THE WORK. OF PERSONS ENGAGED IN THE WORK.
OF ANY NEARBY STRUC1URES. DR OF ANY cmtER PERSONs.
COPYRIGHT @ 2006 A TVoaI. -HICKS
NO REPROOUC11DN SHAlL BE MADE WITHOUT THE
PRIOR WRlmN CONSENT OF ATWELL-HICKS
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I(SEE SIDE ELEVATION FOUNDATION
DETAIL lHlS SHEET
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CAD FlU:
D6D0111DSP-D3-LS
RE\I9ClNS
llI"-OG
DAlE
Kohrs LandscaDe Ilrriaation SoecIficationa
1.0 G.MraI:
1.01 L.oncIIlcape work Includes. but " not limited to. lWnCMIl of ..... kip MIl llWtallation. .. preparvtion.
IrwtatIotIon of edging, iMtaUatiDn of ~ ~. plmlting of u-. 8hrube. and 9n:M1l'1dc:ofw. final grading.
inItollatlon of eroaIon contnJI fabric, mulct\lng, weed control, cIeon-up, and regular rnoIntenance during construction
ancI the estabGshment period.
1.02 No port or this work ,hall be pwformecI or inItoIled In any IocotIon or mcnner I which fI'ICIy enctonver the Matth.
~. or -.Ifcn of the public now, or In ttw future. Connvction mea... rrwthoda. t.chniqua. Mqu.ncing. etc., are
the .. ~blm, of the Controctor.
~ co::. c;ma~of~~:" ~~~of~1 = ar:=~ ~~~=-.:::nv
apply contfnuouBIy and not be limited to normoI wortcing hourw: and that the contnx:tor IIfIaII defend. indemnify, and
hoIcI the 0.... and I...ondscapt: Archttect hannlea from any and aD UabIIItJ. r.m or alleged, Tn connection with U.
performance of wortc on thlI project. excepting for liability oriaing from the .. negIigencII of the Owner or Londecope
..........
1.D4 The Contractor ehall compI)' with all applicable ru.... regulationl, Iaa. and onfinoncn Impoeed by Authorttiea
hcMng JurIadJction ewer this project IIitL
1.os Cantractor ahaII IrnrnediateIy 9'" wrItt.n nota to the Loncteco,. ArchIbIct: of confIlct In any port of plana,
notes. or epedfIc:otions. Request dartfk:atlon from Kohl" as approprklte.
1.08 Contractor shaD fWcI--verffy exfstlng conditIona.
1.08.1 "txIstinv c:ondJtions- for the work 01 epecIftecI herein are based on the work deacrlbed In the Kohl'. Consuttant
drawingll, and on the aaumption that the work dNcrIMd in u... dn:IIringIi wBl be compINd 01 deM:rlbed.
1.08.2 Irl'vMdkIteIy ~ cn.cr.pcmcia or 'ICIlianc:eiI betwMn the exIItIng condIUonI oncI the Kohl'. CoMuItant
dmringl In wrttIng to the Kohl'. ~ If the Controctor beginI work 1P'Cm.d heNln without the ncrtIfIc:atlon
to ttw Kohl'. ~ the Contnx:tor therwby oc~ ~ of the site -A8-.- and llhall perform the
work ahown on the dnnrInp and 1P'Cm.d herwIn In occordance wfth the ~ .... bid.
1.07 Prior to corwtruction. the Contractor nrb be r-.porl8ible for locating all unduvround utilitia.
1.07.1 EldlttIng utility Dna to be mnowwd which ft'lQ)' not "' ehown on Kohl', ConNtant drawinp en prnurned to
be praent wfthln the Sb. Contrac:tor Iho!I not proceed wfth tueh utility IIn.. l"ImOWI without Kohl', Con8uItant
appn:wol. ContractDr ahab contoct Kohl', eon.uttant ImmedlcrWly upon &cowwry of an unidentlfi..:t underground utiIitJ
piping.. Kohts Consultant wUI then d1red tM Contractor os to u. approprIrb octkIn to be tmc.n.
1.08 Contractor shaD 0'I0id cIamoge to utilitiea, struc:bIra. site appurtenancss. ... which occur os a rwsuII: of h
-_.
1.09 The lancllcal* Contractor Is raponabIe for 'I8I'ffyInv all quantlu. -.own an these plans ~ pr1c1ng the work.
Ivry differwtce in quantitia shall be brought to the attention of Kohl's L.anct.cape An:hItec:t for darificcrtion.
1.10 All subsUtuUona shall be request.d in writing and shall be approved by the Kahl's Iancbtcope cIaIvn department,
262-703-6885 or john.hende,.onOkohtl.com
1.11 "any areas which appear to need IancI8ccIpe InstaIlcrtion, but 0... not Ihown os landscaped on the ptan.. notffy
.......Ian_ d_ __.
1.12 All NgI8twecl chemicals used on this project: IIhaII be handled and appo.d In occ:ordonce wIttI 011 oppllcobMl lowe,
nda, and regulations.
1,13 Clean-up the IlitD at completion of this wen. leave the site hi an crttraGtiYe 1i:Ond'Ilion,
1.14 Upon completion of InstaUalIon the controc:tor stIon Ia.. 0 CertIflccJW of Comptetion stating the project: nome
and the following: " (state IicenslId c:ontroctor's name) hereby certffy, under pencdty of perjury, that the Instollotion
of IandKope oncI Irrigcrtion for the above project Is complete and conforms .nh the city and own.. approved plant
ond IIpedflcatklne, with the nceptJon of the foQowIng ct.ncrUons (u.t apprvwlld ~ and who oppl'1:Mtd them).-
The certificate sholl be signId by the Controctor's Dc:ense holder.
1.15 Prior to IItorting InstallaUon the controctor IIhoII conflrm that tM construction __ of pkIne are elgned or
stmnpecI for appr'O\I'Gl by the cItr. Notify the Ianctscape orchftect or Kohl's b'nmedlately If 0 city approval etomp or
e1gncrture Is not ~ on the drawings.
1.18 The contractor sholl contact the landscape architect or Kohl's b, phone 48 hounl prior to starting won and
werffy that the pI~ In the contractor's poaeaion are the rnc* currwnt plana CMliIable and are the ~ pion
__ for '* in construction.
2.0 SIte and SoD Preparation:
~~~ 8: ~~~-r':J-betree~~ ~ i:..fandr solI~ ~rm::n~ I::" shaD
be remOVMl frvm tM pIantars and d1spoeed of off-site.
2.02 Finol grades ClaD be smooth and even, provicIing on ottroctiwe appearance. ConcentraWd flows of water shall
not drain 0lMr walks. Contact IandKape arcNtect If this appeal'1l unavoIdab6e. 1.ondIIcape matwioIs WIelD not block or
Int8rfeN with the "- flow of drainage wat.r.
2.03 Planting CINOII sholl slope at D minimum away from building foundations and footlngs. Po.itNe drainaoe sholl
be prcwktecI In all planting 0,.... No standing wat.r shall be permitted. A rnaxIrnum grocte difference of 1/2 inch IhaII
be a11owec1 ~ skIewallal or curbs and the finish sutfoce In pIonttn.
;04be ::,~~ ~~ =I~mer;ndod~::a ~~ ':,~. ~ f;: ~ ~=,-of
topsoU in all planted oreos wfth the following matma_. QucIntiu. are minimums per 10DD squcn feet.
2.04.1 [3] cubic yards of nftroIIzed compast. Compost shall have a 1/2 inc:f1 maxlrnurn particle size, 0 ph of 8.5
or higher, shan be Clnd far 60 daJII or men att.r cornpoBtIng, shall meet all EPA 9Uide1ln... and shall be .-d cncI
_h..
2.04.2 [10] lbe of agrlcuttural m-um.
2.04.3 [28] lbs of 18-18-18 fertilizer.
2.05 All planting areaa. incluclfng areaa to be socIcIed, shall receive the foUowIng soil fAPGrotion prior to planting: a
minimum of 8 Inchea of lightly compactecl topsoil shall be Installed CMIr the subaoR If topsail has been rernooI8d or Is
not PNMl'll "topsoil fIIten clown Into tM subsoil, adcI1tional topeoll sholl be CJl98ed untIl a MotIle 8 Inch dMJI layer
of topsoil _ maintained. The top 8 Inches of top8ot1 in the planters Ihd be machlne-tllled to awate the 1D1 gnd
a1tn1ate any surfacII compoctlon.
2.08 The burden of proof of soil amencIrnent lnBtaIIation raI:a wIttI the Contrvctor, SoD teats may be rwquired at the
Controctor's expense In order to conflnn amendment Installation.
lIHlTE FlAGGING (l'II'.)
* 3 WORKING DAYS
BEFORE YOU DIG
CALL JULIE
1-800-892-0123
_ FOR lHE LOCA1TON OF
UNDERGROUND F AQLJ1tES
ft STEEL lEE POST- 3
REQUIRED AT 1.zoe
1HE lOCA liONS OF EXISTlNG UNDERGROUND U1IUltES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
1N0EPENDENll. Y YERIf1ED BY lHE OMIER OR ITS
REPRESENTATI'tE THE cafTRACTOR SHAll OETERIIINE THE
EXACT LOCA1TON OF All EXISl1NC U1TU1TES BEFORE
COMMENaNC WORK. ANO AGREES TO BE FUU Y
RESPONSIBLE FCIR ANY AND ALL DAMAGES WHICH WICHT BE
OCCASIONED BY lHE CCI\ITRACTOR'S FAILURE TO EXAC1l. Y
LOCAlE AND PRESERVE ANY AND ALL UNDERGROUND
UUUllES.
2' MIN.
3.0 PiantJng:
.101 Rough grading shcd1 be c:arnptetBd prior to the atart of planting In any given area of the proJect site.
3.02 All pkInt rnat.ials IIhoII conform to the rwqulrwnent8 of the state agrtcutturol code.
.103 PIantI 8haII be wen branched and buahy with vooc:t color, plant sin should be In proportion to the pat as
dacribed tip the An.ican 5tandcnd for N&nery stocIc. Pkmts ~ to the . that en ,.00., spaf'M, burned, or
barnn wID be 19~ Pkmt pots ehaII have soD to wfthln 1 Inctl of the rfm and the plants thatl be fully root<<! In
tIM contoIner. Plant moterIaI with cracbd or tIr'oMn RIOt-bails Clan be rwnowed from tM IIIte. All plants shaD be hip
= =1 ~wIth~m:~ ~ r:~nd_ ~~:nndard~~~""'"
may not Kan been toppMt (upright brancha at top of may not be cut or pruned).
.104 Plants shaD aceed the minimum size at plantInQ requirements not.cI on the pkms, regard'- of the size of
tIM container. No exception.. Prepare bide boMcI on the pIont size, not u. comalner size. A targer contain..- size
pkmt may be rwqulred to meet the plant sin minimums. No aost adjustmenta will be aDond for use of Iarver
container pIanta. I16easunnnenb shall be made with the plant In a natural. unsuppartBd pa:aitian.
3.05 PIanb specified os -gallon- or ~- an tbI plane sholl conform to tM ANSI z80, Arnericon Standard for
NUf'Mry stock requlrernent:e for ... with equIvaIiInt number'll (l1, ~, 11D. '24, etc.,) os If ~ as sucfl on the
ptcns. thus a pkInt IabetecI os ., vallan- sin on the plans rnuat be equivalent to a f[J container size plant 011
cIescribacI In the AmerIcan standard for Nu,...,., stock.
3.08 Tree calipers shaD be IMCIIIUI"IId 8 Inch-. Clbowe the rootbGll per ANSI ztJO, AIMrIcan Standard for Nu~ Stock.
Tree helghta lIhaD be measumI tram top of raotball to top of highest bfanch. Potm bnJwn trunk heigtrta shall be
nteCIIlIred from the top of the root ball to the bale of the heart ... (the InnermaIt: leaf) per ANSI dO.
3.07 T... 8haD be p&am.d 4'0- or more from hard:lcapa. IUch os .sctewaIka. foundations, curbs. patios, etc. Where
this is not poaibls, 0 10 foot Iono tip 18 Inch deep rvot barrier ...... shaD be 1nRoI5ed along the edge of the
hardscapI, cenbnd on the ne trunk. Root barrier to be Shcnrtown Inctustrte. ~-18.
.108 T.... shan not be planted within 4'0- of buried utility lines, re60cate tr-. slightly, If not poaIbte notify
Ianct.cape archItKt.
.109 A vertical clearance of 114 Inchea Ia requlnld above aD disabled acc:eaIbte partdno apoca, a vertical dearance
of 80 lncha Is required abooM all waIIcwoJs. Trim u.. to remove all I1mbe within th.- CINOII for ADA compliance.
.110 lnatall six (8) each 21-gram plant tatIIeta at each u. and two (2) each 214Jtam pfant tobIeta at each
shrub. Use agrffann or bat-tat. tabIietI.
.111 DrDI 0 drafn hole at IIGCh trM location, drain hole shall be no ... then 1r In diarneter oncI shall be a
minimum 01 48" _. _I drain hole wlt!l ...... (1_0 W _ I... _ dralnaoo 01 _)
.112 BackfID for palms .t1aD be dean plaster sond and shaD be at teat a e Incha wide band compteWy around
tIM raatball Sand backfill Is required for both bare-root and box.:i palms. (Required If paIrM are pIanWd)
3.13 Turf CINOII shaD be bermed or IIktped os requlmi to pn:Mde ~ dnIlnage to the perirrwter, or to drain
Inleta. Turf shaD be Installed flush with U. top of IIUrrounding CUrM and waIb so os to prw.nt water frvm puddling
at the turf ed9a. Import top soU If ~ to comply with this requirement.
3.14 00 not pkmt grvundcover or ptants (except turf) at the bottom of swo_ where concentrated water flow accura.
l.ecMt a minimum 24 Inct1 wid. path for unobstructed now of water. When IIWaIes are seeded, Instan jute eroaion
contruI fabric (or equivalent). T~ in tM first up hill edge of mat, CMlriap 6 inches of each add"ltional rQII of mat
and stake .wiry 24 Inches. When naIa are sodded, stake In place wIttI wood sod 1ItaUs.
3.15 All sod turf IIhaD be roIiec1 with a weightecI railer after lnstcIIatIon.
4.0 Mutch:
4.01 Apply a pnt-erner'9Iftt herblclcM formutatIld for 8 month weed control to aD shrub/vroundcover cnas prior to
InetaIDnv mulch.
4.02 IMtaD a layer of pt'OCII8MCI hardwood. batk mulch in all shrub and groundcover areas att:.r planting (Untea
otherwIee not.cI on plan). Apply at a minimum raW of 6 1'QfdII per 1000 sq. Ft. And spread to a minimum depth of
3 Inches. (Other wood producta al9 not acceptable)
5.0 Slop.-:
D.o, Soo Vradlll\l pIono lor _ _ Cll1d 9Iad-
5.02 The Controctor sholl instaD erosion cont:rc:d mat in turf areas where tM ... eq.... or exceeds 3:1 (3 fMt. of
hortzontal distance for wert foot of wrticaI rise). The erosion control mat shedl be trenched In on the uphm edge,
IItaked at 24 Inch IntemIts atone;! tM edges and stalalcl at 48 Inch Intervals throughout the interior area usfng 0
triangutaT pattern. Adjacent panets mat shall. owerIop by 0 inchn. Stakes IItIcdI be etancIan:I 8 Inch tong at.eI wint
-
S.D3 The Contractor Clall Irwtan jib mesh fabric on soli surfaces In non-turf areas where the elope exceeds 3:1 (3
feet of horlzontat distance for IMIf)' foot of vertk:al rise). Jute ahaD be inataI1ed under eoD ewer (mulch or radl: as
noted abowe). The jute mesh weaN shall not haVII openings tarver than l' in size. The jute mesh IIhoIl be stalalcl at
24 inch interva_ along an .... and Clall be staIcecI at 48 Inch Im.rvals throughout the Interior cna uaing 0
trianguklr patt.-n. Adjocent panels at jute mesh shan cwer1ap tip 8 Inches. stakea sholl be standard 8 Inch long steel
...-
~ Notify the landscape architect prior to IItarting won: If any cna on this site Is fcM.lnd to heM a IIope nce.ttng
@
fI.Atf
lHlN BRANCHES ONLY TO OBTAIN
BALANCED SHAPE OR 10 REMOVE
DAMAGED UMBS
8- 2-PlY RUBBER HOSE
1REE WRAP
CROWN OF ROOT BALL SHALL BEAR SAME
REl.AlICI\I TO FINISH GRADE AS IT BORE
TO PREVIOUS GRADE
BAU.ED II: BURLAPPED ROOT BALL
CUT AND REMOVE TOP 1/2 OF BURI..AP
4- DEP1H WULot
REMOVE BURlAP I: ROPE
FROII TOP 1/3 OF THE BALL
CREAlE 4- SAUCER
FINISH GRADE
..0 ........,
9.01 The L.andscape Contractor shall guarantee all Iandecape work for a period of time, beginning at u. start of tIM
maintenance period, os faUows:
9.01.1 T.... - one ,.or.
8.01.2 Shrubs, lawn and grouncIcoww - one year.
9.01.3 Irrtgation system- one year.
8.02 Theft. vandalism, cncI death due to acb of God en excIudecI fn:Im this warranty.
... l.andocapo 1-
8.01 b'rf9atIon/Lanclacape Contractor ehall ..gn and build an In1gat1on .,.wm. for Kohl's pkmteI'1I using spedflecI
manufacturers/models (or equivratent) found In Kohl's crlb!tria. Contractor is rapoRldble for pnMdtng a ahop d1wIng
IIIu8tratIng an IrTigation plan UIIng u.. epecIfIcatIans 011 part of the K:Ope of wartr. when bidding. TheM ptons ehall
be appr'OWltCl by Kohl's prior to order/lnetollatlon.
6.02 All mat<<kds ehall be installed In occordcInce with manufacturw'. recommendations Notify IandlCal* archltect
prior to bidding In tM -m. of confIIcta betnen the manufacturw"s recommendations and the plane. details,
spscIfIcat:Iora natss, or ails feab.ns.
6.D3 All 'electrical matsriats shall be lA. IIatsd. all mots,.. and rMthods shaD confonn wIttI aD apprlCGbIe
requirements of ths UnIform Plumbing Code and NotIonoI a.ctrIcal Code.
6.04 Low voItoge control wIrw shaD be '14--1 owv/uf white for common wire and '14--1 awg/uf red for lead wi..... A
INpGrate IM-I awg/uf yetklw 'spare' wire stIoD be NtalIed far each contron.r and shaD toap Into the yaw. box of
each YUIw operated by that contra... Eacfl controller shall tw:w. Its own IndlIpendsnt common wire.
8.05 All otaow.-vround parts of this work shall be inatalled so that thsy lltand no .... than 30 Inches otaow.the
finish grade and will not be a tr1p hazard. All tuba and pipes shall be Installed ~ tJm.h grado. All IIpl'InkWe I:
butIbt.. shall be pop-up .,.. with IPf'Ing rWactIon and Installed fIuah with fInI8h soil g,.. (not top of ~).
~~ .::::c ~ static water pNSSUre befoN daigning tM.,.tsm. Refer to Kahr. YlIctKmIca~
8.D7 Contractor shaD flU and compact excava60ns so that they are flush with SUlTOUnding grades and wOl not' settle.
:-:. :'1::: =. ~ :otorth:'::c. walks, curbs, or pawd~. Inetall ontl-droln chsck.... at alIlheods
8m Ac:Ijust heocIs to II'IInImIze spray 0IItslde of planters. AbsoI.aty no water shall spray or drain onto, or acroa;
sklewciks, stall'1l or... Pragn:Im controD.. for muttlpte starts to prwwoent run-off.
8.10 Pipe may be shown In pawd GIWD for cIarIl)' an pIona. All pipe shaD be instaaed in plant8nl or sleeved. No
ten or ells sI'lOII be Installed under poNd cnas. No PYC pipe shall be IrmoUecI above the flnIsh grocle unlea
._ noIwd.
8.11 Cantrall.. IIhoII nat be InstaIIecI within 5'0- of any .-ctricaI equlprMRt wIttI magnetic ,..,. or motors.
8.12 "a landscape mafntenance period is specified as part of this work the irrigation s,stem shall be checked
wesIdy and the controller run tirnes adjusted weekly clurtng the malntsnance period. Do not over-wotsr new plrings.
8.13 tnstalI rain ....... "'Hunter Mini QIck- on Inside of roof parapet waiL See Kahl's MechcricaI Consultant P1C1l1l1
for to determine bat ~ 1ocotIan.
8.14 tt Is the L.andlK:ape Controctor's raponaIbUIty to dIItennIne watw apf)6catIon rvta and timer cycling. A written
=m:::':' ~ ~ shall be sent to: Kohl's store Plannln;. Attn: John HendenIon, N58 W17CXX1 Riclgewood Dr..
7.0 La___
1.01 The Contractor shall maintain the landscape a IrrigatIan throughout con8tructIon and up to etore grand-openlng
date. Respanllibllt party (Katlr. or landlord) wiD aaume malntsnance beginning on the 9f'Gnd-opsn1ng elate of the
store. My punchllst ~ rauftlng frvm tIM fInol ot.erYatIon must be corrected prior to the grand- opening of the
......
1.02 landscape malm.nance sholl Include, ot a minimum. weeIdy mowing of grass, ren1CMd of nedlI at no l'1'tON
than 10 day Intsnals, control of any pests or d1seaee. weekly Irrigation controller odjwtments, weekly ntpIacement of
any dead or dying pkmtB, ~ shall be trimmed wery other week, and weekly rernowal of otter frvm planters.
T..... shall be pruned If requeatscL
1.03 The Contractor ehoIl toke all IW3SORCIbIII prKCJUtions required to protsct ptants throughout the malntsnance period
frvm abnormal ~.
8.0 Observations:
8.01 The Contractor shall request a final obssrwtIon by tM ow_e repr..matiwe upon completion of Installatlon.
B.02 0bsemrtI0n muat be I'1IqUnted 7 dap In acMmce of the antIcipcrted date of the oblIervatIon.
B.03 Prior to rsquesUng tM flnol abservatIon it _ the contractor's raponslbUl11 to aaure that tM wortr; Is flnbIhecI
=-:;::ncewlttlwa:zu,.::t ~ .::m":t:' ~~cl~~ ~ ==--tha~'t:='of the
obeeMJtIon, or 15OD.00 wftIchwer Is gNater. Nry af the following shaD be considered proof of subltantial
non-compGance:
8.03. 1 InstaIIecI quant1ty of any Item Is .... than is of that spedRed.
B.03.2 More than 3S of any pIont varillty are undendze.
8.03.J More than 3S of any pIont vaMty ON dead or d1ing. Dying Is defined as wilting or loss of more than 3mC
of tecwss (declcluous 6eaf drop e:x1:lIIpted.)
~OWN OF ROOT BALl. SHALl. BEAR SAME
RElAnON TO flNlSH GRADE AS IT BORE
to PREVIOUS GRADE
BALlED I: BURI..APPED ROOT BAlL
CUT AND REMOVE TOP 1/3 OF BURlAP
4- DEPlH MUlot
CROWN OF ROOT BAlL SHALl. BEAR SAME
RElATION TO FINISH GRADE AS IT BORE
TO PREVIOUS GRADE
8AU.EO II: BURL,APPED ROOT BALl.
an AND REMOVE TOP 1/3 OF BURLAP
4- DEPlH MUlOt
BACKFIlL MIX
UNOISlURBED SOIl
~
1. DO NOT ALLOW AIR POCKETS TO FORM WHEN BAO<flUJNG
2. WATER 9-lRUB lHOROUGHLY SUBSEClUENT TO INSTAL.LAlION
Illlmi:. ,
1. DO NOT AU.OW AIR poCKrn TO FORM WHEN BAa<FIWNG
2. WATER SHRUB IMMEDlAlELY AfTER INSTALLA1TON
BAQ(flU MIX
UNDISTURBED SUBSOIL
CONIFEROUS SHRUB PLANT1NQ DETAD..
BA1.1.S) AND ElURLAPPED
NOT TO SCAlE
DECIDUOU8 SHRUB PLANT1NQ DETAD..
BA1.1.S) AND BlJRLAPPB)
NOT TO SCALE
NOTICE:
CONSlRUClTON SITE SAF'ETY IS lHE SOLE RESPONSIBIUTY or
1HE maB6Cmt HEllMER lHE OINER NOR lHE ENClNEER
SHAU. BE EXPECTED lO ASSUME ANY RESPONSIBIUTY FOR
SAFETY OF lHE WORK. OF PERSONS ENGAGED IN lHE WORK.
OF AHY NEARBY STRUctURES, OR OF ANY OTHER PERSONS.
COPYRIGHT @ 2006 A TWEll-HIa<S
NO REPRODUCTION SHAll. BE MADE 'MTHOUT THE
PRIOR WRlmN CONSENT OF ATWELL-HIa<S
IllIlEli:.
1. DO NOT ALl.OW AIR POacETS TO FORM WHEN BAa<FILUNC
2. 00 NOT DAMAGE MAIN ROOTS OR DESlROY ROOT BAU. WHEN INSTAlUNC TREE STAKE
3. REMOVE 1REE RINGS, lREE VlRAP AND STAKES ONE YEAR AFTER INSTALLATION
4. WATER TREE lHORWGHlY SUBSEQUENT TO INSTAI.1.A1TON
DECIDUOU8lREE PLANT1NQ DETAD..
BA1.1.S) AND ElURLAPPED
NOT TO SCALE
CREATE SAUCER (WIN. '")
flNISH GRADE
COMPAClED TCPSOIL MIX
UNDrsTURSED SOIl
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CAll FILE
D6OO111DSP-D4-LS
RE\lSIONS
DAlE
10/02/06
AI
- -
- -
.;. ~
I~
,.
DR. JRC
P....MK
IlOCIK VAN 90
.... 06D01110
ALE NO.
SP-04 - 4
FRONT ELEV A liON
TYPE
MATURE SIZE
~l PERENNIAL 1'O~ TALL WI l' 0"
SPREAD
. Sfo.tAll DECIDUOUS 2'-0" TAl '- WI ]'.0'
SHRUB SPRFAf)
. SMAll CONifEROUS 1'-6" TALL WI gr-O"
SHRUB SPREAD
.. L"'.RGE CONIFEnoUS 5'-0 TALL W' Y_O'
SHRUB SPREAD
e LARCE DECIDUOUS 6'-0 TALL WI S'_OM
SHRUB SPREAD
8 CRNM.lENTAL 12'-0 TALL WI 15'-0.
DECIDUOUS TREE SPREAD
.- CONIFEROUS TREE 20'-0 TALL W:12 .0"
SPREAD
e U\RGE ~5'-O TALL W:
DECIDUOUS TREE SPRE'-.Q
LANDSCAPE LEGEND
o
I
~?;:;8".~1~"_-
~ TOPOFGAlfWA'fFl'iAIIlI'OQ
"EL 12S'4J-
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(~1213'.O' S'.K\OTi't F.~CE eMU 4' AO.;A::ES"l" TEN.\HT
rvERIFYLE'lGTt10FWllDIN(i\\lr"'CE'JElOf'ERI
RIGHT ELEVATION
o
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S TOPOFMASONAV
"l.I:.!!l-d
--~-i--~------_I\ lOMASQtiRY
I QIIfEL-130'-(l"
______$~~~~~'K;E
FIN FlOOR
~,
REAR ELEV A liON
o
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FIN flOOR
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LEFT ELEVATION
L
r::I.:I:ID
KOHL'S - CARMEL WEST, IN
1xxxx
99th StreeT a. Mchlgan Road
Cannel, IN 46032
DEVELOPED BY.
KOHL'S DEPARTMENT STORES, ~C.
N56 Wf7000 RllGEWOOO DRIVE
~ENOMOM:E F'Al.l.s, 'MSCONSH 53061
Tn.o t:llt21 700.7000
FAX.128:n 103-7105
ELEV A liON KEY NOTES
1 IV-IOfLKAT.....AlL
o ~~'.'s~:~~~t;E~:.~~~R FINISH W4U. SURf ACE-
3 ElECTRICAL UOO flJ(TU~
A DOCK st:Al.. "ACrOHY )INISI1EU. St.(:, DE1A.llUJIU
@ DOCK DUMPeR - f ACrORY rlNISHlO - SEE DETAIL 261"-2
o 1:KJ.',u;SIOfolA,NUCONIItOLJOINIS.StfSIH.UCIUAAl
7 C.II<.()PY
@ ElEMENTBEYONO
9 Mo\3ONA'I'SCREENWAL:.
@ fULL eRICK 'VENEER ACCENT llANOS
@ PIlE-fINISHED .o.lUMIIfU'" PANEL TO MATCH STORffIl:ONT COlOlt
\1 IMLCNOA.LlCRESSLOCAfJO'l
1) NOTUSEO
@SECTlCIHAlODal:
@NOTUSED
@ Al..lM~"STOFlEfRCtlTDCOR
@ oPEN SlttlST"-lRSANDRofll.l"'G5-'::lEE DE.TAll2l\l"2.1
PRE-fINISHEO ALUMlNtJN aANO BY STOREFRONT SUPPllfR.
@ ~~~ ~~gi~I~;~NO AT El.., 16"S. SEE DETAILS
@} ~E~R~~~f:l~~gg;lr.!~=~~s~o
FINISH
COLOR
2
L) PRAIRIE ~HONE BY 6i:NO
J H)USlRl[S ~ ~~~;:_
"i" :);.~N~~%AYUNlT. :w h1MTAROOCRN.\nJR....
3 STONU..~'EIF"YSTEM 16 ~~!~~~:.
4 ~rlE~~~~:I~':t:tBY ~ ~~y~~~:;~T
~ ~~~;A1trr 01 PRrloOCR
COLOR TO M",reM"'H' BY
C loIAB.PAlIflCO.
, ~:~N:F~~~~EROi ~ n:l2SERENGElIBY G/Y'IlT
~ B~DlNDUSrRrE9'etKF
7 rei PAINT 0/ PRllolHI 01 CF;EAJ,l" (PRAIRIE 9TONEt
h'I!lCtI..l.H\ECUSllfMS E 35/8".7518,,150 518'
PRE.F;'1lSHEOSIiEET"ETAl. I,IQHIAKCOlffi NI'oIU.........
o(~ft...l&1NG.
GUTTERSN€)~
~ ~F'NISHED Jot UMlNUM
~NTCOI.OR
"'{.. TO",...TCH"P.
lil EXPOSED CCt.lCR(i[ .
SAOo;FDFINISH
C NAT\J;v.a.GR~Y
11 ~~ BRlCl< VENEER o\CCEN H BONE"Iw'HlTE BY ~WNEER
3
12 E1F9COR~ICE"
~ PORCfU.IN TILE IT 1 24"
:~~~~T~~~3~~~~:1
lC1 PAINT frELDCC....OR.
J TO "'llrCI1'"T:'
Ie! P",INI ACCENT COLOR.
IONIlfCH.....
1~ Pl<t;o"SI COI'tDfLrt:CAI>
'l.CCf'NTCOl.CRTOMATCl-I
L T.RAV,,",Is-l'
.. NOTUSED
N K'fNAR"SIERlU.TA./f'
p I('fNAFl"AlMONO"
~ K'rN.\RlIONE'MiITEo
4
PHONE 414.276.1760
fAX
414.276.1764
fmail rr'G_I@Mrordt:':J,,.J.~ll.()fl'!
NO OA TE BY DESCRIPTION
6 ~ - P~....4lll'()o~Rh_
6. ~ - P"",&':!w"'OlSSubM"'~1
6--
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6
6
6
6==_____
EXTERIOR ELEVATIONS WITH
HARDSCAPE PLAN
SCAlf 3/32" _ ,'_08 SHEer
PROJECT :J
DE-1
:)105-1x"xl<
O;;:WN BY AOl CHKD BY JRC
5
DATE ISSUED
09/25(00
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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 MarketDlace 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 Carmel 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
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WOOLPERT, INe.
7140 Waldemar Drive
Indianapolis, Indiana
46268-4192
317.299.7500
FAX: 317.291.5805
106TH SREE1
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BLOCK Go WEST CARMEL MARKETPLACE
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No.1 DATE!
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C100............:.......... EXISTING CONomONS/DEMOUTION PlAN
C200............I.......... SITE PLAN
CJOO............!......... GRADING PLAN
C301............l......... EROSION CONTROL PLAN
C302............L....... EROSION CONTROL NOTES & DETAILS
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:::::::::::::r::::::: ==PLAN
C60D.............!......... DETAILS
C601............. ......... DETAILS
C602............. ......... DETAILS
C700............. ......... UGHllNG PLAN
PER PLAN COMMISSION
3 07/31/06
2 '06/26/06' PER lAC REVIEW
BID SET
1 OS/22/06
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CONCRETE STOOP (S'x&' UNLESS OTMERWISE NOTED)
?'x?' TRAN5FORWER PAD
4" PAINTED BLUE PAVEMENT STRIPE
AT 45" NtGlE. 2' O,C.
...>> PAINTED BlUE PAVEMDfI' STRIPE
.. PIImTED WHITE PAVENENr STRIPE
DISAllLEO ......
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AT 45" ANGLE. 2' O.c.
WHIlE HA1QtED CROSSWALK
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GUARO POST
TRASH ENCLOSURE (SEE ARCHlTECTURAL PlANS)
DISASLED PAVEMENT SYMBOl.
DISAIIUD PAR1<JNG SIGH
/ CURB 1RANSITION
o NUMBER OF PARKING SPACES
E3 PIlOPOSEIl CONCRETE
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7140 Waldemor Drive
Indionapolis. Indiana
46268-4192
317.299.7500
FAX: 317.291.5805
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99TH ST AND NORTH MICHiGAN RD.
lOQ,005.:f: Sf
F,F.E. 667.50
--------
ALL DIMENSIONS IN CURBED AREAS SfW.L BE BACK TO BACK OF CURB.
-AU. DIUENSfONS IN NIVS WfTHOUT CURB SHAlL BE TO EDGE OF PAVDI[NT.
-AlL DIYENSIONS AT INTEGRAL CURB &: WAlJ( SHAlL BE TO FN:;E CF CURB.
-AlL DIMENSIOHS f'ROI,f BUlLDlHG SHAlL BE FROM FACE OF BUILOlNG.
2. AU. RADii IN PA\€D AREAS a: ON CURBS SHAI..L BE 5' UNlESS NOTED
0lliERWISE.
J. THE CONTRACTOR SIWJ. VERIFY ALL OINENSIONS IN FID.D BUORE STARTING
CONSl'RUCTlOH. THE CONTRACTOR 5tW.L BE RESPONSIBLE FOR AU. F1ElD
DtYENSIONS. IF Nrf DISCREPANCIES ARE FDUHD IN THESE PlANS FROM
ACTUAl FlRD CONDITION. THE CON1'RACTOR SHAlL CONTACT AlE IMMEDIATElY.
4. PRCMDE SMOOTH TJWGmON FROM NEW AREAS TO EXIS1JNG FEATURES AS
NECESSARY.
0_ AU. AREAS WHERE THE EXISflNG PAVENENT OR PA\IENENTS ARE IlAtUGED
DURING CONS1RUC1lON FROM TIWRC BY THE GENERAL CONTRACTOR.
slJBCONTRIICTORS. OR SUPPUERS S..w.t. BE RESURFACED OR RECONSTRUCTED
AT LEAST TO THEJR ORIGINAl. CONDITDN AFTER OONSTRUCTlClN WORK IS
COWPlETED.
6. AU.. RAIlfI INDICATED SHALl BE f'ORWED M3 ORCULAR ARCS.
7. ALL 0lVENSI0N5 ARE. PARAu.EL. AND PERPENDiCUl..AR TO BASE lMES,
PROPERTY lINES OR BUI1.DING lINES UNLESS OTHERWISE NOTED.
8. DISABLED RAMP AND S/GfW;[ SIW..L. BE IN ACCORDANCE WITH FEDEIW...
STATE, COUNTY. CITY AND LOCAl. CODE WHICHEVER ~ JURISDICTION. SEE
SITE PlAN FOR lOCATION NIID SITE DETAII..S FOR SPEC1FlCATIONS.
9. ALL STRtPES ARE TO BE .. PAINTED. WHnE. UNLESS OTHERWISE NOlED.
10. THE CONTRACTOR5HALL BE RESPONSIBl.E TO PROVIDE AT HIS EXPENSE AU.
AlJTOWOElIlE .\NO PEOES'FRWII TRAF'FlC CON'TROl. DEVICES REQUIRED BY
FEOEJW.. STAlE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, lOCATION
AND SIZE SHALL BE PER DIRECTlON OF At;ENCY.
11. IT IS THE RESPONSIBIUlY OF' THE CON1'RACTOR 10 REMOVE ALL MUO. DIRT,
GRAYa. AND NlY aTHER t.lA1[RW.S lRACKED ONTO Nt'( PUBUC OR PRIVATE
STREETS OR SIDEWALKS. THE CONTRACTOR MUST C1.EAN THESE DAILY IF
NECESSNh'. T1iE CONTRACTOR MUST USE WAlER OR 0fHER METHODS TO
KEEP MB)RNE DUST TO A REQUIRED MINIMUM.
NOTES:
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PARKING DATA
MfA NUMBER OF' SPACES
9l.OCI< G 477
ACCESSIBLE SPACES 8
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30112 _
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(INCUJIllNG 8 ACCESSI8LE SPACES)
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PARCEL C<MRAGE
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7.56 /11;.
DONT .A
DIG
SUND
1-8lJO-382.6644
cou.........
1. PRCMDE POSITIVE oRAINACE IN ,tU AREAS. PAV\NC CONTRACTOR
SHAU. TEST FOR Nft PONOfNG CONDOlONS AFTER INSTAl.lAT1ON AND
~.
2. PROVIDE SNQCJTH TRANSmON FROU NEW MEAS TO EXlSTlNG FEATURES
AS NECESSARY.
J. ALL AREAS WHERE PROPOSED ASPKALT PAVDIENT MEErS THE EJQS'nNG
PAVDIEH1' THE EXIST1NG PAVEMENT EDGE 5KALL BE PROPERlY sEALED
WITH A TACK ~T UAlERIAl.
4. THE EXCAVATING COHI'RACTOR WST T,AJ([ PAR11CULAR CARE WHILf
EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO
WINIWIZE OR EUUINATE DAMaGE TO ROar SYSTEM.
5. 1NE. ~VA11NG COHI'RACTOR VUST TAkE PAJmCULAR eM[ WHEN
EXCAVATING IN Nt) AROUND EXIST1NG Ul1JJlY UNES AND EQUlPNEHT.
VERIFY COVER REQ1.I1REMENTS BY UTJUTY CONTMCTORS AND/OR IJT1UTY
COMPANIES SO NOr TO CAUSE ~.
6. THE EXCAVATING cormw:TOR OR I.ANOSCAPING C()N'rRACTOR SHALL
INSTAU. THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEff
DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
7. AU. AAEN3 WHERE mE EXlSTING PAVEMENT OR PAVEYENTS ME
~ DURING CCNSTRUC1lON FROtI 1RAFFIC BY THE GENERAl.
CON1'IW:TOR. SUBCONTRACTORS OR SUPPUERS. SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST 10 THEIR ORIGINAL OONDmON AFTER
THE CONSTRUCTION WORK IS COI.lPlETED.
8. T.e. StW.l.. INDICATE THE ELfVATlON THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUC1URE IS NCJI' A CURB INLET. T.C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INlET.
LEGEND
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150
,
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CONSTRUC1lON
600___
~_ 100 .......
_1_
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WOOll'BRT
7140 Waldemar Drive
Indianapolis, Indiana
46258-4192
317.299.7500
FAX: 317.291.5805
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STORW CURB INlET
STORN tNI.ET .
STORM MANHOlE .
~ARY YAAlHOlE .
SANITARY Ct.EANOUT ~
STOIU.l STRUCTURE NUWBER [!]
SANITARY STRUCTURE NUW8ER e
STORN SEWER
SANITARY SEWER
SANIT,tRY SEWER FORCE MAIN
WATER UNE - s'...., ---
FIRE H'mRANT .
WATER WHHOLE
~ INDICATOR VN..VE
WATER METER m
STORZ CONNECllON
WAlER VM.I/E
GAS
GAS MEmO
GAS REGUlATOR
GAS U11UlY -..
GAS VAL:lJE
_0 EUCTRlC
ELECIRIC _
EUCTRlC TIWISfD.....
UNDfRGROUND TaEPHONE
mEPl<ONE _HOLE
mEPl<ONE PEDESTAl
GROUND UGHT
LIGHT POLE
..... BOX
BOUAAD
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SIGN
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LEGEND
1. ROOF' DRAINS. FOUNDATION CRANS. AND OTHER aEAN WATER CONNEcnONS TO
THE SANITARY SEWER S'tSl'EW ARE PRQHJarrm.
2. SANITARY WAHHOlES SHAlL BE PRECAST CONCRETE OR UONOUTHIC.
CONSTRUCTED OF' CLASS /OA- +.000 PSI CONCRETE. N\lD COtFORMIHG TO ASTM
C-.78.
J. JOINTS BETWEEN PRECAST SANITARY' WANHOLL SECTIONS SHAIJ. CONF'ORU TO
ASN C-.u.l.
.. SANITARY SEWER PIPE AND F1TTINGS WAY BE aTHER PVC THAT CONFORMS TO
ASn.t o-30J4, SDR 35 wmt A NINIWUW CElL Cl.ASSIFlCATION or: 124540-9, OR
REINFORCED CONCRETE PIPE CLASS In, rv, OR V IN ACCORDANCE WITH otSN
C-76. OR DUCTILE IRON P\PE COHfORMDtO TO NG SPEC/FlCATlONS A21.51
AND AWWA C-1~1. OR HIGH DENSITY POlYEnfYl.INE PIPE CONFORNING TO
ASTN-33~ CELL ClASS p,[. JJ44. 3JC,
5. CONSTRUCnOH SHAll NOT COWNENCE UNTIL AM "PROYEMENT LOCATION PERMrT
!Wi BEEN OBTAINED.
6. WATER MAINS CROSSlHG AN'( AND AU. SEWERS SHALL HAVE A NIHIYUU
~ SEPARATION OF 24/0 BETWEEN THE OUTSI)[ or THE WATER AWN PIPE
AND 11iE SEWER PIPE. ONE F\A.L LENGnt OF WATER MAIN PPE SHAU. BE
CENTERED AT THE POINT OF' lHE a<<>sslNG SUCH THAT BOTH JOINTS WILL BE
EQUIOISTNfr AND AS FAR NllAY FRON THE SEWER AS POSSIBLE. IF WATER
LINE(S) ~ BELOW SANITARY SEWER UNE(S). SEWER UNE MUST BE
CONSTRUCTED OF EIlHER DUCT11.E IRON PtPtNG OR or 200 pal PYC (SDR-21
OR EQUNALfMT) FOR lli4T PARTJQA.AR SPAN.
7. EXISTING UNDERGROUND ununES ARE SHOWN IN lHEJR APPROXIMATE LOCATIONS
~IHG TO THE BEST AVAlLA8LE INF()RI.I4T1ON. THE CONTRACTOR SHAll. BE
RESPONSIBLE FOR 0ETERUrHING l'HE EXACT LOCATlON OF THE EXISTING UTIUTlES
....0 Rfl'_ "'" IWlAGE DONE TO 1Iit lI11U11ES DURING PROBING OR
CONS1'RUCT1ON. TO OBTAIN ACCURATE FIElD lOCATIONS OF EXISl1NG
UNDERGROUND UTIUTJES, THE CONTRACTOR SHALL. NanFY THE FOU.OWtNG
F'ORTY-aGHT (48) HOURS IN ADVANCE: lNOIANA lRfDERGROUND CABlE lOCATlON
1-800-382-MoK.
8. AU. STORM 0RHN0t.GE CONSTRUCl'fON SHN.1. BE PERFORMED tN ACCORIWfCE
WITH lOCAl.. STORU SEWER SPEC/flC4T1ONS AN) REQUIREMENTS.
9. FIELD llLE ENCOUHIER[D SHAlL BE REPlACED AND/OR CONNECTED TO THE
ST'ORU SE.WER SYSTEM.
10. SIDE SLOPES .3:1 OR GREAlER wa..L BE SODDED OR ST-'8UZED WITH AN
EROSION CONlROL BlANKET.
11. AU. EARTHEN AREAS DI5lURBED DURING CONSTRUCTlON StW..l HAVE TEWPORAR'f
S€EDING AND UUl..CHING.
12. SLl FENCE AROUND STRUCTURES IN PA"t'DIENT ARFA ARE TO BE fNSTAlLEO
PRIOR TO PAVING CONSTRUCTION.
I J. GRANUJ.AR BACKF1U. REQUIRED F'OR All PIPE UNDER PAVEMENT AND wmaN 5
FEET Of" PAVElIENT.
1.. lHE ~ StWJ.. BE RESPONSIBLE TO PROvIDE AT HIS EXPENSE AL.L
Al1TOMOBIlE AND PEDESTRIAN 1'RAFf1C CONTROl. DEVICES REQUIRED BY FEDERAL.
STATE. COUNTY. CnY OR LOCAl AGENCY. THE AMOUNT, LOCATlON AND SIZE
SHAll. BE PER DiREcnON OF NJrYCf.
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STRUCTURE DATA TABLE
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A-IB18-8'7C
11:-1878-870
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NOTE: ALL CASTINGS SHALL BE lJ\BElED .DUMP NO
WASTE-DRAINS TO WATERWAY.,
NOTE: USE OF DEWATERING BAGS DURING CONSTRUCTION IS
RECOMMENDED TO DECREASE SILTATION OF PONDS.
INV. J&& :::~ ~53...1
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STORIl CURB UUT
STORt.lINLEI'
STORIl lWlHOlL
SANITARY wmHOlE
SAHlT..... CWHOUT
STORY STRUCTURE NUMBER
SANITAR'I" STRUCTURE NUN8[R
STORM SEWER
STORM UNDERORAIN
(20 FT. WIN. AT STRUCTURES)
SANITARY SEWER
SAfCTARY SE.WER FORCE MAIN
WATER UNE
FIRE HYDRANT
WATER 1UHH0l.E
POST INDICATOR VALVE
WATER WETER PfT"
STORZ CONNECTION
WATER VN..VE ~
GAS
GAS llETER
GAS REGUlATOR
~ lITtUTY UARt(ER
~ VALVE
UNDERGROUND ELECTRIC
nECTRIC MANHOLE
ELECTRIC 'TRANSFORMER
UNDERGROUND TELEPHONE
TEl..El'HllN<""'HlU
TaEPHOHE PEDESTAL
GROUND UCHT
UGHT POLE
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7140 Waldemar Drive
Indionapolis. Indiana
46268-4192
317.299.7500
FAX: 317.291.5805
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mBllI. JllI\!!lIIY BOI'ANlt'.AJ NAME: ~ 1m llllllI j~
N;E-B ACER RUBRUM 'AUtUMN BLAZE" AUJ\JMN BLAZE WAA.E 2 1/2" B/8
N;E-E 12 ACER SACCHARUII 'ENDOWNENT E>IIlOWUD<T UN'\.E 2 '/2" Bill SEE ;PlAM
....E-A 10 AIlELlNCIOER _ SIWllllOW SERVICEBERRY 2" Bill SEEI~
CM-c CARANUS CAROuNINM AIlERlCNO HO......... 2 In' B/8 :t
CLA-K I' ClAORASTIS KEH1\JCI<EA '<WJ>IIWOClO 2 1/2" Bill
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PIC-A 1. PIClA AllIES N!lRWAy SPRUCE Bill SEE ",..,.
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PIC-P 26 1'ICtA PIJ>IGENS BUlE SPftUCE rt B/B SEEF""
QUE-R " QUERCUS R\eA RED _ 2 1/2" Bill SEE......
I
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m.-. 14 ZELKOVA S[RRATA. 'v1l.1.AGE GREEN' VII..LAGE GREEN ZELKOVA 2 1/2" B/B SEE......
~
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REALlY COAPORAllON
800[001__
_lID
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=- 8111 =
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WOOlPBRT
7140 Waldemar Drive
Indianapolis. Indiana
46268-4192
317.299.7500
FAX: 317.291.5805
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GENERAl. NOTE
Quantity lists are $.l"'*' as 0 oonwnience. The Contractor shall -*y afI quantltla.
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100,005.t: SF
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SHRUBS
!LEX GI.A8RA 'COMPACTA'
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KAl.J.AV JUNIPER
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118
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120
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88 SHRUBS
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7140 Waldemar Drive
Indianapolis, Indiana
46268-4 192
317.299.7500
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Luminoire Schedule
Symbol Qty Lobel Arrangement Lumens LLF Description
14 Sl SINGLE 110000 0.800 HFL 3 1000 MHR F MOUNTED ON 25 POLES
18 S2 BACK BACK 110000 0.800 HFL 5 1000 MHR F MOUNTED ON 25 POLES
6 S4 SINGLE 110000 0.800 HFl FA 1000 MHR F 3HSS MOUNTED ON 25 POLES
1 S3 SINGLE 110000 0.800 HFL 3 1000 MHR F HSS MOUNTED ON A 25 POLE