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WEXLEY CHASE
RESIDENTIAL SUBDIVISION (CONTAINING 29.974 AC.)
S 1/2, S 1/2, SW 1/4, SEC. 29-T18N-R3E,
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
DEVELOPER & PROPERTY OWNER:
GWZ-2 DEVELOPMENT, LLC
9011 NORTH MERDIAN STREET, SUITE 202
INDIANAPOLIS, INDIANA, 46260
PHONE: (317) 573-9301
FAX: (317) 573-9100
CONTACT: MARK ZUKERMAN
DATE OF SUBMISSION: NOVEMBER 22, 2002
:lROJECT
.OCATION
COMMON
AREA 'B'
REVISED:
SOURCE OF TITLE: INSTRUMENT #2001-3733, 2001-3597
VICINITY MAP
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OPERATING AUTHORmeS
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P.O.1Iax 1700
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(317) 778-5S5O
CABLe TELEVISlON
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518 Eat C8nnIII DrIve
CormoI, IN 4lI032
(317)1I7H7OO
WATER
Clly"'Colmol__~
130__
CormoI, IN 46032
(317)571._
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ELECTRIC STREETS 1ELB'ttOlE
C:lnoIgy/PSl _CcuIty ~llopIm1enI _
1441 Saulh _ Rood 1770 Saulh 10111 _ 5858 N. CdIoge_
CormoI, 1N4lI032 _ ___ IIdnIpoIs, IN _
(317)776Q47 (317)773-7nO (317)872-8700
-- -- JormIy-
SANITARY SCHOOL 0lSTllICT STORM
ClarT_RogIanal_DIslrIcl Coomol/Clar- -CounIV~-
====SulI8A ~~~- =:'=SquIlre,SulI8188
(317)844-8200 (317)844-8961 (317)nN48S
Joy W. Alley _F_
STREET NAME CHART
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SHEET INDEX
SHEET NO DESCRIPTION
1Tl1..E SHEET
2-3 PRlMNlY PlAT
4-5 OPeN SPACE PlAN
6 MISCEllANEOUS DETAIlS
I 2S MPH DESIGN SPEED I
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1-800-382-5544
ALL BEFORE YOU DIG
RMSIONS
DATE DESCRIPTION
t2-OO-<<! RE\IlSED PER CARMa COMMENT lETTERS
12-1lHl2 RE\IlSED PER HAMllTON COUNTY HIGHWAY CEPr. COMMENT lETT6l
W 1.1d 51
PROJECT
LOCATION
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PLANS PREPARED BY:
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698 TOH'ER ROAD, 5UfTE #100
PLAINFIELD, IN 46168
BUS. (317) 839-2581, FAX (377) 838-9171
E-MAIL banning@banni~ns-C'O'"
CONTACT: LANCE G. FERRELL
CERTIFIED BY' ~DATE' 12-11Hl2
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GENERAL NOTES
l AlL SANITARY SEWER SHAlL BE B" PVC UNlESS NOTED OTHERWISE.
2. AlL _ATER IIAINS TO BE B" . UNlESS NOTED OTHERWISE.
3. AlL STREETS TO BE 3D' WIDE AND A HAVE SO' RIGHT -or -WAY
UNlESS NOTED OTHERWISE.
'1.
Al
I'lIOflOSfO
STORM SEWER
SANITARY SEWER
LAtoO DESCRIPTION
Part 01 the South HoII 01 the South HoII 01 the South...1 Ouorter 01
~~ ~~ :"~:"::I:':l:cr~OS.:s ~~~wnship, HomitOft
BECtNNINC ot the Southeast corner of said Southwest Quarter. thence
South B9 degr... SO .......t.. 56 seconds W..t lossumed _ingllSouth
B9 deQr... 38 minul.. 12 seconds West by dt.dlolo"9 the South fin. 01
.c>d Southwes' Ouorler 1983.30 leello 0 benH"Olch robor lound 01
the Southeast corner of the land of K.C. Cohen os described in
Instrwnent No. 2001.18912. recorded in said coun~ records. thence
~~?~~?;e::e~r=tOb ~e::~c;'~ ~te:721':c= 'East
:"58i': ~\hby'::1)~: ~~t:, ~h S-:'~;:O~~~OP lound
Southwest Quarter. North 89 degrees 47 ninutes 06 seconds Eost (Notth
89 derjr..s 34 minutes 19 seconds Eost by de.dl oIoncj sc>d North &no
1977.94 'eel 10 the Eosl fine 0' ..., South...1 Quarter Oftd o'/zinch
iron pin found 0.5 feet east and 0.4 feet north of the computed
posit...: thence South DO derjrees 00 minut.s SO s.conds Eos' olon9
sc>d Eost fin. 660.34 leel (South DO d!9rees 12 rrinut.. 32 seconds
Eosl 660.3B leel by de.dl 10 lhe POINT or BEGINNING, COftt.,;"ing 29.974
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IXImNG
.= = = => STORM SEWER
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-OHE- OVERHEAD UTILITIES
~ MANHOlE
@ STORM INlET
b' rlRE HYDRANT
__ WATER VAlVE
3, ELECTRIC TRANSFORMER
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. SANITARY llH
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DO STORM INlET
BENCHMARK
LOCATED APPROXIIIATEL Y 2.5 IoILES NORTHEAST or ZIONSVIlLEo
AT THE INTERSECTION or SHELBORNE ROAD AND WEST 1315t STREET.
IN THE SE 'I, or THE INTERSECTION,SET IN THE TOP or A CONCRETE
POST. LEVEL WITH THE ROADWAY' A DEPARTMENT or NATURAl
RESOURCES BRASS CONTROL STATION TABLET. STAllPED "lEE 2 AZI19B9"
ELEVATION" 917.518 (NAVD1988 DATUM)
TBM ,\, COTTON GIN SPINDLE IN THE SOUTH SIDE or A POWER POLE. 15' -,-
NORTH or THE CENTER LINE or 126th STREET /lHO 633' .,- EAST or THE
WEST or PROPERTY LINE.
ELEVATION. 915.48 lNAVD 1988 DATUMI
T811 '2 ' COTTON GIN SPINDLE IN THE SOUTH SIlEor POWER POLE, 16.5' .,-
NORTH or THE CENTER LINE or 126TH STREET-. /lHO 44"'- EAST or REBAR
o THE SOUTtl/,CORNER.
ELEVATION. 899.82 INAVO 198B DATUM)
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fXlmNG fJROI'O$ED LAND DESCRIPTION
.= = = = STORIoI SEWER STORIoI SEWER
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Pari of \he Soulh Holf of the Soulh HoII of lhe Soulhe.sl Quarler 01
Secl.... 29, To"""" 18 Notlh. Ronge 3 Eosl. Cloy TownsNp _ton
County. Indiana. more particularly described os f.ws: .
BEGINNING 01 the Soulheast corner 01 soid Soulhwest Quarter. \hence
South B9 de!ijees SO ninules 56 seconds Wesl (ossumed b.ar:!> fSoulh
:d dS~;~t o:,u.':,s ~~~OC:::t ~:S~ b~y~c~~~:' &ne of
the Southeast corner of the land of K.C. Cohen os described in
Instrument No. 2001.18912. recorded in said coun~~cords. thenC:e
:::rt~~~"1:.n::l:'t; ~e;~~ ~1;;l2 ths:c= '["OSI
656.18 leel b1 d..dllo o%inch rellor .ith .Weihe "10998" cop found
on Iho Norlh line 01 \he South HoII 01 lhe South HoII 01 soid
Soulhwest Quarler. Notlh 89 cfe9rees 47 .....ul.s 06 s.conds EosllNotlh
89 degrees J4 ninul.. 19 s.conds EosI b1 deedl 010"9 soid Norlh Iin.
1977.!R feel 10 \he Eost line 01 soid Southwesl Quarter and a'/zGlch
iron. pin lound O,S feel eosl and 0,4 feel notth 01 the cr.ruled
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8 MANHOlE
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GfNfllJU. NOTES
I. AlL SANITARY SEWER SHAll BE 8" PVC UlLESS NOTED OTHERWISE,
2, All WATER IIAINS TO BE 8" . UNlESS NOTED OTHERWISE,
3, AlL STREETS TO BE 30' WIO[ AND A HAVE SO'RIGHT-or'WAY
UNlESS NOTED OTHERWISE,
BENCHMARK
LOCATED APPROXlIIATEL Y 2.5 IlIlES NORTHEAST or ZIONSVUE.
AT THE INTERSECTION or SHELBIlRNE RO~ AND WEST 13151 STREET.
IN THE SE 'I. OF THE INTERSECTION; SET IN THE TOP or A CONCRETE
POST, LEVEL WITH THE RO~WAY; A DEPARTII[NT or NATURAl
RESOURCES BRASS CONTROl STATION TABlET,STMIP[D "lEE 2 AZ119B9"
ELEVATION" 917,S18 (NAV01988 DATUM)
T811 "1 - COTTON GIN SPINOlE IN THE SOUTH SIll[ or A POWER POlE, 15' ./.
NORTH OF THE CENTER LINE or 1261h STREET AND 633' ./- EAST or THE
WEST or PROPERTY lINE,
ELEVATION. 915.48 (NAVD 1988 DATUM>
T811 "2 . COTTON GIN SPINDlE IN THE SOUTH 510[ or POWER POLE 16 S' ./-
NORTH OF THE CENTER LINE or 126TH STREET AND 44' of- EAST oi REBAR
. THE SOUTH'/.CORNER,
ELEVATION " 899,82 CNAVD 1988 DATUMI
.DON'T DIG BLIND.
4
1...800-382-5544
CALL BEFORE YOU DIG
Project No: 02129
Sheet No:
3 of 6
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SITE DATA
TOT AI. ACERAGE Of SITE . 29.974 ACREA
TOT AI. Nl.IWBER or LOTS . 40
PROPOSEO PROJECT DENSITY . 1.334 UNlTS\ACRE
POND IREA CALCUlATIONS
TOT AI. PONO MEA . 1.80 ACRES
TOT AI. PONO PERIllETER . 1724'
TOT AI. BOUNOEO PERIllETER . 712'
BOUNOEO PERCENT AGE . 41.30X
PONO MEA NOT OUALlFING . 1.80 . .4130 . 0.74 ACRES
PERUlTTED DENSITY
PO . BD . (1. LS IOSP -SOSR>>
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PO . 1.339 UNITS I ACRE OK
A. Instal construction entrance along the entrance.
B. Place protective snow 'enci'lg along the oreas to be
left lXllfisturbed oIong \he west ond east property fone
wt..
C. Start moss earthwork, lake construction followed by
erosion control
O. Installond comect aIIinfl'ostructure.
E. Maintain erosion control.
TYPE or OPEN SPACE
NATl.llAl. OPEN SPACE
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TOTAl.
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4.83 16.nX
12.14 40.S0X
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NATl.llAl. AND DESIGNED OPEN SPACE . 12.14 ACRES
LESS OPEN SPACE < 7S' WIOE . -0.135 ACRES
LESS PONO PERCENT AGE BOUNDED BY LOTS . -0.74 ACRES
NET OPEN SPACE PROViDED . 11.27 ACRES
OPEN SPACE PERCENTAGE. n27 I 29.974 . 37.60l
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UTZJfSION TO BE stcUnn TO Sfal. I'OS'l'
1M I LOCATIon
TlMPORARY IXTlliSJOIf ABOn CIOVlCD
TO D. II2IIOYKD Uf'OIf COllncrlOll TO
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U' IrratSlOR 13 "Of Ull&.lUD.IT IS TO BI
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'-ATOAL LOCATt01I3 IBAU. BE S,....'D
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PTojecl No: 02129
Sheet No:
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LOCAL STREET PAVEMENT SECTION
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=- ~.=-7;:tC":= ~o=:-..o:n -=~ t:a".J.=.:econnendationl.
..~ damaged. bare. at ..... areas b1 filing ,." ..... r.-.ertlzing. ewer- 01 re-seednt. and
= cover is spar.. or ~chJ.'''' the plant lftDterials choIen.lOi ......t,. moistwe condi-
tion. and ~ then '... ChI oUeeted area titller .., ow..~ or bJ re.nedft9 and
~ ofter r..preparing the aeedbed.
... _1otion .. 10 l&j' C_ ....los&lg 10 __ -\1 or _;em clef",_, prol>'
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(DRAWl... .OT to llIC.l&.D
HAMILTON COUNTY SURVEYOR'S OFFICE
1_1llSl>...!.l!!...!!!!
r'TANDARD PLAN
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Uln'OIf""'c. 'WAD. BAan.TDf .torItfY S"JRftfOR .
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APPROVED>
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CONSfIlucnON SEQUENCI AND MAlIlffNANCI SCHEDUI.f
CtJIISTRlJCTKJII PHASE SEDlMEIfT MID ERDSIOII MA/lfTENNICE st:HEOOIL
PrHltlMlrudkln
DeII_I__'tTJ(fIJ/DIhIII
noJuralar urique Of'IXJS.cnf
_Ie absarptkln n_ 10
~unt1ls1rJr/Jetl.
InstaII_arrgrarol
aJIlSIrudkln edrart:& /n$/Q//
__traps cnf barr,.s 0$
sIrJwn In lie _Is.
Malrtaln/ FIrInsIaII__tlFIIJS
-tIffId ar.-.
EslalJllsltflt} -.
Clean edrt1llDe/_t1$
-....y.lnsped _Iy
cnf fallowlflt} each runaff
_10 rtN/tIW _allfIt}
0fIfldIIkIn 0tWI _
f1ItJI-.:& Maldo/n 0$
11OC1t$S(JI)'.
Insped fo/loNlfIt} each rurdf
_10 "wI"., .".raIlfIt}
CtIfldlllon 0tWI _
maI-.:& I/oIrtaln 0$
-....y.
Clear only artJtl$ necessary far Insped trIJIdillt}.$tltldlfIt} 0tWI
CDItSIructlon. "'"'" _arr alter _os on a regular
ar w_ sIDbInzalkln 1xssIs.l1epoIr ar rop/<<)e 0$
_os _ _t Is C(IIJlIJIeh!d 11OC1t$S(JI)'. "'"'" II/Irlen/s 10
ar subslartla/Iy delayed. artJtl$ wlltre _ Is ",Ident.
as WtJIlIallon """""'"
eslabllsIed.
Rutdf 0Wr0I 0tWI
~
Install -.s as sIrJwn on
IIrI plans. Slalllllze "'_
_s.11$ necessary.
lAnd Clearlflt} 0tWI
GradTfIt}
Bul/dlfIt} ConstructIon
InspecI_Iy 0tWI affer each
runaff _.l1epoIr 0tWI
replace 0$ 11OC1t$S(JI)'.
InsIDIl necessary __
barrIers 0tWI _arr
CDItSIrudlon en/rQID.
Slalllllze all dlsIrJr/Jetl areas
Inc/UdlfIt} sdl &IodpI1es.
_ OtWIlIIJldtwnNn.J r/afS af
""",,",kin af gradlllt}.
SOIL EROSION AND SEDIMENT CONTROL SPECIFICATIONS
Rlprap _ _ a D50.'" welgIt.d 7 1-. II _ /Ie angular ar sub-aIIt}uIar In
_ 0tWI place 10 a minimum INctness d IS ,-'_ 11IIerw1$11 S{ItIdfI<<l.
Praledtress durlflt} aItI$Irudlon. Do naI fill".",. rods. CtIntact __ /snglreer
""'ore aA/lfIt} ..... lrees __ 6 IIdes In diameter.
Erosion conIroI _III shall /Ie North _lean Gtwl S/50 ar oqu/valefll.
Rtifer 10 IIrIIOOI_ Handbook far Erosion CIJnIrQ/ln ~fIt} NtJtI$ 0tWI tie Urban
0tMI/tlpIleft -fit} GuIde far Clddn_,nfarf1ltJllon.CDItSIrudlon S{ItIdflot1flotrs 0tWI
f1ItJImnance r_atlons. Tie Hamilton CIJunIy Sell and Water C_kIn Dls/rld
OtWIIlaluralResTlurces ConservatIon SerYlce.ln _1I1e._ /Ie conIacted a/1.JIT177.J-2181.