HomeMy WebLinkAboutPacket 09-16-08
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Domain at
the Legacy
Submitted By: Pittman Partners, Inc
Submitted To: City of Carmel PIau Commission
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DEVELOPMENT REPORT
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Domain at the Legacy
CARMEL, INDIANA
Submitted By:
Pittman Partners, Inc.
Carmel, IN 46082
Project Land Planners:
Design Workshop/Stoeppelwerth & Associates, Inc.
PrvjectEngineer:
Stoeppelwerth & Associates, Inc.
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TABLE OF CONTENTS
I. Development Report
II. Utility Summary
Ill. Primary Plat Application
IV. Site Orientation Map - Exhibit A
V. Legal Description - Exhibit B
VI. Primary Plat - Exhibit C
VII. Illustrated Site Plan - Exhibit D
VIII. Detailed Landscape Plan ~ Exhibit E
IX. Pedestrian Access Plan - Exhibit F
X. Legacy PUD Ordinance Neighborhood Residential Standards -Exhibit G
XI. Auto Turn Exhibit - Exhibit II
XU. Findings of Fact Form
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Domain at tile Legacy
Development Re,port
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Pittman Partners is proposing to develop approximately 5.46 acres of the Legacy master planned
neighborhood into a residential enclave of al ley loaded single fami ly homes. Homes such as these are the
most identifiable residential options in traditional neighborhood developments such as the Legacy and
provide the foundation for the walkable, interacti ve attributes of successful ne,igh borhoods. The parcel
itself is irregular in shape and is located adjacent to and east of Community Drive, north of and adjacent to
Cherry Creek Boulevard, southwest of and adjacent to the 57 acre wetland park and wildlife sanctuary.
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As planned, this enclave will provide 33 single family delach<;:d homes. During the approval process for the
Legacy PUD Ordinance this area was defined as neighborhood residential and is subject to the
development standards included in this packet. The homes will be built by Domain Residential and will be
a new product for this market The homes are being specifically designed for Ihis site and feature the
architectural styles that will help make the Legacy unique All common areas will be heavily landscaped
which will complement the architectlrre and extensive landscaping of the homes; while at the same time
creating garde.ns for the neighbors to enjoy. Entry ways will provide for an in/ormal entry: ensuring that
this section is seen as an interconnected piece of the neighborhood as a WllOle. We will provide a system
of sidewalks throughout the enclave that will provide pedestrian access to all neighbors and ultimately
connect this area with the master planned trail and open spaee system at the Legacy.
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The developer, project land planner, architect, landscape architect, and the civil engineering film were
given the task of designing a neighborhood on a parcel that was subject to many challenges and
opportunities. The result of this cHort is a well planned enclave that responds to the neighborhood of
which it will be a part. As the developer, we are providing a plan meets or exceeds all of the requirements
of the PUD and will set the tone for single family home development at the Legacy.
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'UTILITY SUl\1MARY
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Water System
The water supply will be provided by Carmel Utilities througll a connection to an extension of water main.
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Sanitary Sewer System
Sanitary sewer service will be provided by Carmel Utilities.
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Storm Drainage System
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Drainage system wi II consist of a system of stann sewers and pervious pavers which will convey storm
waler runoff into tile Wetland Park and groundwater through a natural fi Itration process. This system wi II
outlet storm runoff" al controlled rales.
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Electric
The electric service for this development will be provided by Duke Energy.
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Gas
The natural gas service for this development will be provided by Vectren.
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Telephone
The telephone service for this development will be provided by SBC/Ameritech.
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Cable TV
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The cable service for this development will be provided by Brighthouse.
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APPLICATION for
PRI MAR Y PLAT (OR REPLA T) jti~l
Fee: $860.00 plus $114.50 per lot ($285.00 plus $1 ~,4.50 p~:rJ,lot)
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DATE:
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The undersigned agrees that any construction, reconstructi on, enlargement rela
alteration of structure, or any change in the use of land or structures requested by this
application will comply with, and conform to, all applicable laws of the State of Indiana, and the
"Zoning Ord inance of Carmel, Indiana - 1980", adopted under the authority of Acts of 1979,
Public Law 178 Sec. 1, et seq, General Assembly of the State of Indiana, and all Acts
amendatory thereto.
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Name of Applicant:
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Phone No.
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Fax No.)
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Email: ,,, .v_ {,;.i
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Address of Applicant:
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Name of Owner: j:,:; ", \.
Phone No.
Name of Subdivision:
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Legal Description (To be typewritten on separate sheet and attached)
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Area (in acres}: 5, ~(,.. Number of Lots:
to be dedicated to public use: () CD
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Length (in miles) of new streets
Surveyor certify ing plat:
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Address,
Phone
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STATE OF INDIANA, COUNTY OF f!AAf/.:.1diJ
.5S:
The undersigned having been duly sworn, upon oath says that the above i nfOr~t1e&~JrU~i,3nd
correct as he or she is informed an;Lbelieves,'-I, .:;~ X-"~""""": (0//";-
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SIGNATUREOFAPPLlCANT \j '~~-~:fi11 Print: f..,!.cJc ,C~_~Ll",\. :;"",l1'S
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Subscribed and sworn to before me this -I + day of \ 'v\\ ,/ . 20 (~ if> \. ~:f!fO' ./ ff
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My Commission Expires
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5.1.10 Application for Primary Pial. Two (2) copies. or more if necessary', of the primary plat
and of the construction plans together with supporting documents shall be submitted to the Director of
Current Planning with this application. These plans to be distributed to all Technical Advisory
Committee authorities bv applicant.
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r'il~narne: Primary PI,,( 2008 doc Revised ~,2120;,:>007
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SITE ORIENTATION MAP
EXHIBIT U AU
THE DOMAIN AT LEGACY
CLA Y TOWNSHIP-HAMILTON COUNTY, INDIANA
DRAWN BY: GDK
PAGE
STOEPPELWERTH & ASSOCIATES! INC.
CONSULllNG ENGINEERS & LAND SURVEYORS SCALE: 1" = 400'
7965 East 106th Street., Fishers. IN 46038- 2505
(317) 849-5935 FAX: (317) 849-5942
DATE: 07/17/08
JOB NO. 57815L2
OF 1 SHEETS
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LEGAL DESCRIPTION
Exhibit B
A part of the Northwest and Northeast Quarter Sections of Section 23, Township 18 North, Range 4 East, Clay
Township, Hamilton County, Indiana, morc particularly described as j()]]ows:
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Commencing at the Northeast corner of the Northwest Quarter of said Section 23; thence Nortl1 89 degrees 03
minutes 27 seconds West along the NOIth line of said Quarter Section a distance of 624.85 feet; thence South
00 degrees 56 minutes 33 seconds West perpendicular to said North line 94.18 feet to the N0l1h line of real
cst<lte lIcscribed in Instrument Numher 2007043398 in the Otlice of the Recorder of Hamilton County, Indiana,
said point also being on the easterly right of way line of Coml11unity Drive; thence along said easterly right of
way line by the following cleven (11) ca lis; (1) Soulh 00 degrecs 00 minutes 00 seconds East 220.22 teet to the
point of curvature of a curve concave westerly, the radius point of said curve being North 90 degrees 00
minutes 00 seconds West 544.50 feet from said point; (2) southerly along said curve 41.41 fcct 10 the point of
tangency of said curve, said point being South 85 degrees 38 minutes 33 seconds East 544.50 feet ti'Om the
radius point of said curve; (3) South 04 degrees 21 minutes 27 seconds West 242.38 feet to the point of
curvature of a curve cnncave easterly, the radius point of said curve being South 85 degrees 38 minutes 33
seconds East 455.50 feet from said point; (4) southerly along said curvc 34.64 tect to the point of tangency of
said curve, said point being NOlth 90 degrees 00 minutes 00 seconds West 455.50 feet from the radius point of
said curve; (5) South 00 degrees 00 minutes 00 seconds East 88.34 fcct to thc point of curvature of a curve
concave easterly, the radius point of said curve being South 90 degrees 00 minutes 00 seconds East 455.50 feet
from said point; (6) southerly along S<lid curvc 24.51 fcct to thc point of tangcncy of said curve, said point
being South 86 degrees 55 minutes 01 seconds West 455.50 feet from the radius point of said curve; (7) South
03 degrees 04 minutes 59 seconds East 480.79 fcd to the poillt of curvature of a curve concave westerly, the
radius point of ,aid curve being South 86 degrees 55 minutes 01 seconds West 544.50 feet from said point; (8)
southerly along said eurvc 29.30 feet to thc point of tangency of said curve, said point being South 90 degrees
00 minutes 00 second, East 544.50 feet from the radius point of said curve; (9) South 00 degrees 00 minutes 00
seconds East 13,14 feet; (10) Suuth 45 dq,'Tecs 00 minutes 00 seconds West 28.99 teet; (11) South 00 degrees
00 minutes 00 seconds East 690.4 feet to the POINT OF BEGINNING of this description; thence North 90
def,'Tees 00 minutes 00 seconds East 210.35 feel; thence North 00 degrees 00 minutes 00 seconds East 113.40
feet; thence South 90 degrees 00 minutes 00 seconds East] 72.00 feet; thence South 00 degrees 00 minutes 00
seconds East 78.70 feet; thence South 90 degrees 00 minutes 00 sceonds East 138.69 ['eet; thence South 00
degrees 00 minutes 00 seconds East 207.30 feet; thence South 90 degrees 00 minutes 00 seconds East 270.72
feet; thence South 00 degrees 00 minutes 00 seconds East 36.00 feet; thence South 90 degrees 00 minutes 00
seconds East 27.00 feet; thence South 00 degrees 00 minutes 00 seconds East 119.00 feet to the northerly right
of way line of Chcrry Creek Boulevard; thence along said nortllerly ['ight of way line by the following three (3)
calls; (I) NOl1h 90 degrees 00 minutes 00 seconds West 427.30 feet to the point of curvature of a curve
concave southerly, the radius point of said curve heing South 00 degrees 00 minutes 00 seconds East 1,575.00
feet from said point; (2) westerly along said curve 234.57 feet to the point of tangency of said curve, said point
being North 08 degrees 32 minutes 00 seconds Wcst 1,575.00 feet from the radius point of said curve, said
point also being a point on a curve concave northerly, the radius point of said curve being North 08 degrees 32
minutes 00 seconds West 75.00 feet from said point; (3) westerly along said curve 2.43 feet to t.he point of
tangency of said CUlve, said point being South 06 degrees 40 minutes 44 seconds East 75.00 teet from the
radius point of said CUlve, said point also being on the northerly right of way line of Community Drive; tl1enee
along said northerly and easterly right of way lines of Community Drive by the following five (5) calls; (t)
continuing westerly along said curve 57.06 teet to the point of tangency of said curve, said point being South
36 degrees 54 minutes 55 seconds West 75.00 fect from the radius point of said curve; (2) North 53 degrees 05
minutes 05 seconds West 54.83 feet to a point on a curve concave northeasterly, the radius point of said curve
being North 36 degrees 54 minutes 54 seconds East 144.00 feet from said point; (3) northwesterly along said
curve 125.16 teet to the point of tangency of said curve, said point being South 86 degrees 42 minutes 56
seconds West 144.00 feet from the radius point of said curve, said point also being the point of curvature of a
curve concave C<lstcrly, the radius point of said curve being North 86 degrees 42 minutes 56 seconds East
289.00 feet from said point; (4) northerly along said cUlve 16.57 feet to the point of tangency of said curve,
said point being North 90 dq,'Tees 00 minutes 00 seconds West. 289.00 feet from the radius point of said eUlve;
(5) Nortl1 00 degrees 00 minutes 00 seconds West 174.46 feet to the place of beginning, containing 5.464
acres, more or less, subject to allle.g3l highw3Ys, rights-of-ways, casements, and restrictions of record.
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T~IS IN!.;Rul.r::.~i .:li:{E,PARED EI"~
O{::..NIS D. OLl.ISiEAD
-Sn:::EPFIlW:::lm-l AND A:5S0CI.;TESIr,'C;
7-965 (;.sr ..ClG;rl- S7REE1
1'l9-lER'S IN[JIAN" 'l-F.038-;;>50,
PH::)NE.: '(317,8.1.9-59:)5
THfS I.'JSrRU~~Nr P::!E:lARED F'OR:
PITT~,lot.' ",ART~ER5
11711 N. ::>ENN~n.V""NIA srREET
SUITE 250
(.;ARIJE!.., 1~!JIp,NA 46082
CCI>..'rACi; S7EVE PITH..I.l..N
PHON~' (317J 3f3-fili':12
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VICINITY MAP
SCALE; i"-10DO'
SITE DATA
L-ARGES7 LeT
SUALlEST LO'i
AVERAGE LDl Slh
TOi"AL LOTS
TOi"AL ,'-CREe:'
G;::OSs. DENSITY
;6 e5.Q 8"cd:..
2':::,55 3 .ft.
"- f08 5; ,ft.
33
~.454 Ac'i
I 6,04 IJ P.
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BUILDING SETBACKS
F.::(CNT 3UILDING liNE ',c'
SID, YARD A~GR,GAF )' SIDEYARD
RE,.1I"R 'O,RD 16' iMIN_)
~RES~NT ZONING
5U8MIII Al DATE
PUD
7/18/["3.
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~.61'.i.E
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LEGEND.
Lor NI.:IJEJ:ER:
D,:lA.i~AGE EASEMENT
~."lAl"J""GE UTl!..ITY &: S(WE.;, E)\'SEI,j~NT
\:l=!/l.INAGE U11'.ITY !-: SJl.NIT;oI'l'y' SEwE10l (A$('-'EN!
(J"lAl:-lAGE .i( ljr~L.lif E:i':SE:'~:.Ni
';)=lAINAGE: UT!';.ITY SANI7!1,i=:"r" SEw'EJt EA.S;\AENT ""
'.ANJSC:A?E I.UINTEN),N,::: ~cc::~s [J,5WE'Ni
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LANDSC....PE EASEME~i
S-IG~ A~D L-".r-.lDSCAPE [ASE"E~i
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LEGEND
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PAVEMENT COMPOSITIONS
INTERIOR PUBUC SmEETS
(T.Y,P)
:-J01-\"Q- SCALE
PERMEABLE
PAVEMENT COMPOSlilONS
INTERIOR ALLEYS & PRIVATE STREETS
(TY-P.) .
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l SPEED L1MI"i: 25 IYIP'H I
1) ALL '~LU-H.DS iMLL BE: ....l;<,l,NbcNEIJ
61" ST",'iE "'E:.AL,i~ =F<'OCECl.::;~S DURING
CC,N5iR'JCTWN.
2] C:"~7RACTC~ 'Si-,fL'~ CO~TA:'1 ,-"is
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SO::I-ELDL:lE A PFliE-CONST!i':UCUQN
~A~E,ING Fe!' !':;'JlEW OF R-E-DUI"lMt:NTS.
~\ ll,L~ EXlS-iIN::; :lAIttM=::r.;r TO SE S;..'I'I
I':~'T TC />, O.EAr--: W-GE WHERE rJEw
F~V::~IENT ""LL EI IN<::TAL!..E'J
4) ALL i=~,VI""G VUST 6'E CO'~OLETED IN
ONE Jlo.VI~G 5EASOt;.
FI "Inn O:;;TATF~rNT
NO POR'i,O'i- OF THIS SITE !..IES \'~l1-1IN
THE !'"LDODWAY P:::;l: ,IRr.! I.':C57CoJH5f
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INSTALLED UNDER INVERTED CROWN
PRIVA TE DRIVE
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THE DOMAIN at LEGACY
PRIMARY PLAT
ZONING - THE LEGACY PUD
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\..-J // -"....-- LEGAL DESClUPTIO}J
A part of the r-:onh.wc-~l!lnct North.~a,l Qur,ncr S{"rLion~ cfSt"r':[im'l 2'l" Town"llip I~ ~nni1. Rrmge4 EIl.I, Clay Tnwn.shir, HElmiiIon Cf:JUmy, (ndiana.
mnrc p:inicLJlilrly d~:'>r'rihcd tB f\)llowg.~
Commencing alln: ;-"'orth~a:Sot com::. of the ~1Jrlliw,=,~; QlIaner of said Se.;tic'n ~J-; Ih~nce Nortl1 8~f deL!:rtt5 03 rni!lllte~ n :;~t:(m.:l, We-51 iilnTlgthe
...."..rth line of said Quartc-t Section ~ di.l..,nci.: (if 62....85 fcr:t: ,1Mcli:~ Sn.ulh (J(l cc:grc::jj 56 miT11It~~ J3 secMd~ \V~" flerp~:ndiculnr "1 snid Nonh lint:
94, IR feet tn the- North.linc (1fr~al e:s1llIC d<:;:;cri'be;j in Irmrumenl ;'J'umbCr 2QQi043J98 in lhe Offkeofti"t", R~corder rJofHamilllm COlLFlty.lnui<inll, _'>aiLl
puint abo b~in,g on lb.!:: ~a)It'1'ly righlvr-..~-'lY Ilfll;' "r C<,m\!lIL1.iilyDrtv",,; Ihl~II~r: alujj14 ~l1 e<i.s',erly right o)f", ay lille by the folJowir\g de"c-rlo (II, call~:
{l J Su-I.llh Q{i i.lt:l.-'TI:'I:~ llO !1I;IHllt:;~ \HJ se(;(Jnds EZlSl :':::'.0.22 re~t to th~ p-oilu (Ji eUFI'ahlre of a Cllr"ec.oncn~'e .....~_M~r1)', lhe raJill~ poii'll of said C'J:"Ve being:
t\'CJrth 9(1- dc-l,,(I'O:c;::l 00 minute~ (fL, se{:o:1d~ W....st 54-4.50 f~el from "nid ?uint: {2) iOulh~rl~' nlong '>Aid curve 41 A L feel1o- (he pnim ofmngf'l1cy OfSllid
cnr"\'C'. s~id pc.im b~ir.g $olllh 85 ikgrr-r:s 3R miM\l1[,:; J':: ,:;ccoT1rl_~E::m _~4-!:.5() 3-eN fmm ,he mriius fl'l)imflfsairl Cllr\'E': (3) S-QUlh 0.1 d~gr~;;s 21 miEuLc~
~7 :;~cfll1d:; W~sl241.3R fee-lie tne poim [}rCllT"'lILUJ~ -ura L"un-'e -COI1L'<l\'i: <::a~l"'T]}. Lh~ .1Hlius point llr,aill CU['.'", b~ing. South 85 degre-es ~l.~ minu.tc-s 33
secLmd~ E~st '1.55.50 feel lrum illid plJoilll: (4) ~ollllu:riy ...lorog 5aid cu.t\''= 34.54 IcelIII lhe PQlntQfwngeno.;;y ol~.J.i.j -cuneo $;Jid POitLllx-ing NQrth 9'0
di:-gTei:S DO mimnes O(J slXonl:ls 'Ne51 455.50 feet from tne radil~~ p<)int o-f s.aid ruf\"C; (5) Soulh 00 (1cgrc-r:lo no miUlllC~ 00 ~Cll-fl.I1~ F...!.~! RR,~.j f~et Hi
th.e point of cun'-;lturc "fa cunc o.:onCJVC c;)~tctl)'. the rn<lilL5 ,r(l.[nr lJr s.Jl~ C\lrH,': ocmg 50l11h- :In degree<; M minute.. 00 ~cc.(']rtd;; 'E.::t:;1455.50 feN from
,~aid p~')int: l.f1) ~oUlh~rry alon,g said C'Jne 24..51 feeltu lhl: ~il!(ot ~Il,g~nc;i ul- ~ii.l cW"'". ~iJ PIJLfLt ~III~ ~vllth l;;b dcgt<:~s 5;' minute; V I :s.ec<)ndii
Wcsl.1.55.50 feel fmm the r..dil.l~ poinl ol-~"iu i;:I,lP~; en ~oulh-03 deg.lt:~ [~ mintl;ej 59 $eccllld~ j-::a~t48f1.79 feet to th~ pnint "fcu~atlJre (Jfa CllTve
~-:Jn~31-'-e: w~C';~crl:-,. tl-1e r~diLrt ,point -(If ~"id Cui\:e heing $uuth 8ti 1i9W"E~ .5.5 mimn...s. [)] 5-~el'lnd$ We-st 544_:51) (r:et from ~[\id poir:!I: IF;) _'lIllllhNly rdn-ng
iaid clIrve ~9,3:(J feet tCl the po.inl orlang~ncy .:.f5-aidr-lolrl:C, >aid pnilH bdllg S.mlth 9ft dcgTeesOn miflllle:; 00 ~wr.d~ East .'i4'L:5{J 1~~1 fmm UtI" mdius
pllinl .1f5-airL eLLJ":",; (9) ~mlh (II) d~e.,:~O(llrtirulI~s. 00 5E'cv_nllb Ea5llJ..14 f~el: (!Ul Sm.Jln 45 tlegree~ (;I{l rninUll":, 00 ~t:cumJ~ We~12~,YY I\o:~t; ill)
i;[,HUh O~l degrl~es ffD minutes 00 s~c:(m,j, Easl 690.'1 ihl to ili~ P'U1NT OF BEGI:-JNING ul'thisill;"b'O:riptiull; .1i':l\c~ NUJth 9U de~n~-es UO mJnu-;-~;OU
;l'C"G-uds. East::: W.35- Je~l: lhem:e :-l"0I1h. 00 dcgre~;; 00 mimrle:> 00 s.ceo[l~ Ea~l 113AG fect tllI~nc: Sr.outb 90 clo.:gIU$ 00 minule~ 00 K"conds Eas1
172.00 feet: .hence' South (100 dL'er~~5 O(J minute'\' 00 ~e-e{)-nds Ea$~ 71(70 fi:et: thence Slll.lth?n dC'~l'"C51,lD minutcs on scc('ln,Js Ea~l 13-8,;;9 F~C't~ !hehc~
Smith 00 de~r{'{"s I}O minutc"s OO-s-econd:i Easl 207.3fl fe~L; thencl;; SOLllh 90 liegre~~ (/0 minlL[eS {0 ,econds EasL 270.72 fe~l: lhm~~ 30ulh (JO ~l,;;gm:~
00 mil'lllte~ O(] :;eeonih F.~:;l 3fiJm fee.; uu~nce Soulh QO d\:grl:e~ UU mLnulcs 00 se-cond~ EJ~I27.D{I [f;et: Ihem::; SIlI,Jlh 00 LlL:g.~,,"l:~ (){) tlLilllltd. [It}
~co;.-ond~ Ea~t 119,0) rl."e-lllJ llw nmtherly lighlvf way ,lin~ I:Jf.Chcrry Cred-.. lluule,-...n\; ttJ.e-m:e iJ-long. ~lJ.id tiorthtdy tight or way lil'le by ~h~ follow;"!:!:
lm<::r: t31";illh: ~ 11 North ',I\J deLlreo:s (>1) minutes 00- ~l;o;Q:r1d.J \\,'est4:2i,Jj) fedtl,) the polrU OfCllJ""io'atuu"fa o.:lJf'\:e C.oflCiW' :'IDulht'rl~'. the: rndiu,> poinl-of
saitl o.:~uve lx:-in}! SOl,lth QO dcgr~e5 00 mittutccs: DO SC:"<1nds Ea",- l,575j}() I'cn trr'lm ;u,irl pr'linl; (!) .),o.t''-j,(f-r1y :'Ilong ~airi cUrI:e 23'-1_57 te~ 11) UI<' [lointof
tal1gctlCy of;3Jd COI"'I'('". '\.&id piilnr bcillp,Nor1/1 nR dc-g.ree.. 12 m]nllt"~ {)!) ;r-r-MiI" Wc:.t l,ji500 teet ti-n.m the radills point [)f:';[Jid cLll't-e, s"id p"lJinl
ahQ heirrga poim Dr" n. cur...e C-oflCa\'e fl[)r1body, lhc rddiu> pcint"fsaid cuT\'c bcin!;! I\:urtll OS degree, J~ li1inLJtes 00 seconds. \\'~,1 ;/,;:.UU tee~ from
said puiOl: (31 w~stt"'JI'f alun~ .sail.l CUIVt:" 2.43 1~l;'lllll.he pOlnl oftangem:-y cf,aili clln'e. said JXlinl Oeing Soum lJo5 degrees 41) rrunllles H se1:onds E""~I
75.00 feet nom the radius point ot' said curve. .ai,: po-inl315o being on. the noderly rigiLtofway Iin['ofComlllnnity Ori\'~; IhcTlce akmg s.'li(l
r.onhc-rly and e~slerly right of war lines or Ccmmunhr Onveh};!.he fo11[)wil1,g rwe (:5'1 c.'JlI~: (1) ct'll1tinuing wesl2rly along ~id cun e S7 .O~ fc-C't ll)
th~ point Ilflil'l1g.t::l'It::)' of ~airl cw"co, ~nirl imim h-Eling South 36 odegTCeS 3.:1 mimm~ 55 sC'cDnd~ West 7.5.00 feo;l frcm we r;J.diu:; r-D1nl Ill' 5:1id o,;l.lJl.'~: (2)
North jJ- d~gr8es 115 m(nm.es 05 o.;e-wnds W~Sl 5,\.8-3 rl::~lllJ a pQ1m OH a ~une 1:0111;.;1'-<: rmrtIl\:-i!l>t;.!1'1)'.1he ~diu~ [l'oint (Jf ~lU -curoe oeiTlg No-r;..... ~('i
deg.ra:s. 5<1- minllleE 54 s~cun-ds Easi 144-.00 re~t fmm said point: 13' ni?rthwc-~~~r1y akmg :>;;lid <:uroJ';:- L2~_th fe-ClIo .he point l:>f\-3n:@<'rlcjI I)rs~iti CIII'\'r.,
~aid point b,,;iog SQulh 86 dcgJTi:S 42 minutes 56 :s.c-cOnds 'Vc:.1 14-'-1.1)0 (eo;\ from the- r;ulil,l:';:pOint oCsairl curvc, AAirl po-inlllolm bl'ing rhe fll1it1: nf
cut"'.'ah.lrc of;1 CIJT""C, COll'."<l'-C c-~stcrly. ,hc radiI]''; puinl. C1f <mie'! curve being Ntlt1h. ~6 d~c~ 4~ n1iflu'Lc~ 56 s.ec.ond:; Ea~12S0,O[) reel from s.aitl pooin!;
(-4) n()~l1~fly ;'I]0ng. s.aid Cllr'l"C L-fJ,n f~l!I Tn th~ ptli-nt oftan!:!-L:lII::Y of said CllT\'~, :;aid Pllint being Nunh Ij{) de8-rees CIU minutcl> 00 s~co]]ds Wesl 289.00
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EXHIBIT "E"
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DAHLIA LANE
ANTIQUITY DRIVE
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5' SIDEW ALK
10' MULTI-USE PATH
10' MULTI-USE PATH
(lu be cuo,lruded with Cherry Creek Blvd,)
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-----'
EXHIBIT 8
SITE REQlflREMENT MATRIX-SMALLER DETACHED DWELLINGS
DEVELOPMENT STANDARDS
Minimum Lot A1inimwn Lot Mininlllm Lot Minimum Front Yard Minimlllll Side Minimum Rear Yard Maxim 11m Mininntm Sqllare
Width at Building Size Frontage at Street Setback Yard Setback Setback Bui/ding Heighl F()Olage3
Lin/
80 ft. 8,000 sf. 40 fl. 10 ft .for Dwellings 3ft. 6 ft. for Dwellings with 35 ft. 1,700 sf.
with an Alley in the an Alley in the rear, and
rear, 20 ft. for 20 ft. for Dwellings
Dwellings with a with a driveway in the
courtyard side-entry front yard,
garage, and 25 ft. for
all other Dwellings.
70 ft. 7,000 sf. 30 fe See above. 3 ft. See above. 35 ft. 1,400 sf.
60ft 6,000 sf. 30 ft. See above, 3 ft. See above. 35 fl. 1 ,400 sf.
51 ft. 5,000 sf. 30 ft. See above. 3ft. See above. 35 ft. 1,400 sf.
50 ft. Alley- 2,625 sf. 25 fL 10 ft. Ht. 6 n. 35 ft. 1,200 sf.
accessed
40 ft. A lley- 2,625 sf. 25 ft. 10 fL 3ft 6 fl. 35 n. 1,200 sf.
accessed
30 fe A lley-
accessed 2,500 sf. 25 ft. 10 ft. 3 ft. 6ft. 35 fl. 1,200 sf.
ARCH ITECTURAL ST ANDARDS
Permitled Building Required Window Garage Tvpe Chimneys Pordi' Roojline f-ences
Materials OpeninS!s
Masonry, Wood, 2 per level, per Court-, side-, or fi'ont-Ioadmg. Masonry, extended At least six feet deep, Primary roof Fences shall not be
Cementitious fao:;adc.+ All Front loaded garages must be fully to ground, consistent shall have 6/12 chain-link, or
Board windows shall be recessed at least 3' back from above ridgeline' materials/design with pitch.7 12" coaled chain-link.
fully framed and primary front far;ade of hOllse. overhang after
trimmed. Dwellings. Detached CCRe instalJation of
Cottages are permitted to have siding.
one (1) car garages, and all other
Smaller Detached Dwellings
shall have a minimum of a two
(2) car garage.
I Dwellings on Lots which an: less than or equal to 50 ft. in width at the buildlllg line must be alley accessed_
'For Dwellings on Alleys, the rear yard setback is measured hom the edge of the Alley closest to the Dwelling.
'Exclusive of porches, terraces, and garages.
4provided, however, that (i) windows shall not be required on tht: sidt:s of front loaded garages and (ii) a vent Illay be substituted lor a window on a gable.
'Provided, however, that chimneys which protrude from inside the Dwellings Illay abo have cemelltitious board as their exterior building material.
(,Port:hes arc not rCljuired on all Dwellings. Ifno porch is provided, the entryway should be covered and deep enough to provide shdter at the front door, as well as provide an appropriate and
adequate level of detail.
71n order to permit diversity in architectural style, this reqUlrement shall apply only to a majority of Dwellings_
Legend
n. - Feet
sf - Square Feet
1!:'hr".I'ZlJlJill~ & Jl.~;IJ E""lal~ M.ilh::r;0PLArr>-'M\I.~l".i\i.;~' (lC;:idh,1:11,'>:" r.,bljj~C:i 121 rJII(i',~ltlilllt'r nv<'iling M;],rix tit'\.
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EXHIBIT "F"
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CONSULTING ENGIN2Ei'<5 LAND SlIRVEYORS
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FINDINGS OF FACT FORM
FOR PRIMARY PLAT CONSIDERATION
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Carmel Plan Commission
Carmel, Indiana
DOCKET NO.
PETITIONER:
NAME OF SUBDIVISION:
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Based upon all the cvidence presented by the petitioner and upon the representations and
certifications ofthe staff of the Department of Community Development, I determine that the plat
complies with standards of the Carmel Clay Snbdivision Control Ordinance.
I hereby approve of the primary plat as snbmitted with the following specific conditions as agreed to
by the petitioner.
Condition I.
Condition 2.
Condition 3.
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I hereby disapprove oftbc primary plat as submitted for the following reasons:
1.
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2.
3.
DATED THIS
DAY OF
,20
Commission Member