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MERIDIAN MARK III SUBDIVISION
11855 & 11895 NORTH MERIDIAN STREET
CARMEL, INDIANA
Prepared for:
CARMEUCLA Y PLAN COMMISSION
PRIMARY PLAT I DOCKET NO. 67-01-PP
SECONDARY PLAT I DOCKET NO. 68-01-SP
Submitted by:
Meridian Mile Associates
11711 N. Pennsylvania Street S-200
Carmel, IN 46032
(317) 573-6102
Prepared by:
The Schneider Corporation
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46226
(317) 826-7100
JULY 2001
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TABLE OF CONTENTS
OVERVIEW
WATER, SANITARY AND STORM SEWERS
APPLICATION
LEGAL DESCRIPTION
SITE EXHIBITS
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OVERVIEW
MERIDIAN MARK III
CARMEUCLA Y BOARD PLAN COMMISSION
CARMEL, INDIANA
Docket No.:
67-01-PP & 68-01-SP
Meridian Mile Associates, L.P.
Petitioners:
This petition for Primary and Secondary Plat approval is for approximately 8.07 acres located in the
11800 block of North Meridian Street. This property was the subject of a DP/ADLS petition known as
MARRIOTT SUITE HOTELS that was approved by the Commission on April 18, 2000, for the
development of a Residence Inn and a Springhill Suites.
On June 23, 2001, approximately 5.65 acres of the 8.07-acre tract was sold to CARRES, LLC
(CARRES), as the site for the two approved hotels, and Meridian Mile Associates, L.P. (MMA) retained
ownership of the residual acreage, approximately 1.5 acres. Construction has started on the two hotels,
and CAR RES now wishes to split the hotel site into two separate properties in order to make the sites
more marketable. MMA, a member of CARRES, is also requesting that the hotel site be split in two, with
the proposed subdivision resulting in three separate lots as outlined in the plans contained herein.
Petitioners are requesting that the Commission suspend the rules and approve both the Primary and
Secondary Plats at this hearing since 1) the development of this site, which is the subject of this petition,
was previously reviewed, studied and approved as a part of the DP/ADLS process in the spring of 2000,
and 2) no changes to the DP/ADLS are being proposed herein other than to split the hotel site into two
separate lots to allow the hotels to be operated and/or owned separately in the future.
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MERIDIAN MARK III
WATER, SANITARY & DRAINAGE
A.
WATER SYSTEM
Domestic water service will be provided by the Indianapolis Water Company from an existing 12
inch main along the West side of North Pennsylvania Street.
B.
SANITARY SYSTEM
The sanitary service for the proposed development will be provided by Clay Township Regional
Waste District from an existing 8 inch gravity main along the West side of North Pennsylvania
Street. .
c.
DRAINAGE SYSTEM
The storm water runoff is proposed to be collected by swales, beehives, curb inlets and other inlet
structures to be routed by storm sewers to an existing pond along the Western portion of the site
and to storm sewers in Pennsylvania Street.
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APPLICATION FOR
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PRIMARY PLAT (OR REPLA T)
Fee: $700.00 plus $35.00 per lot
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May 17,2001
DOCKET NO.
DATE:
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The undersigned agrees that any construction, reconstruction, enlargement, relocation or alteration of
. structure; or any change in the use of land or structures requested by this application will comply with, and
t conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Carmel, Indiana -
1980", adopted under the authority of Acts of 1979, Public Law 178 Sec. 1, et seq, General Assembly of
the State ofIndiana, and all Acts amendatory thereto.
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Name of Applicant: Meridian Mile Associates
Phone No.
317-573-6] 02
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Address of Applicant: 11711 N. Pennsylvania St. S-200 Carmel, IN 46032
Name of Owner: Meridian Mile Associates
Phone No.
317-573-6102
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Name of Subdivision: Meridian Mark
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Legal Description (To be typewritten of separate sheet and attached)
Area (in acres): 8.07 Number of Lots: 3
to be dedicated to public use: 0
Length (in miles) of new streets
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Surveyor certifying plat: Richard Miller, PLS
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Address: The Schneider Corp. 8901 Otis Ave. Indianapolis, IN 46226 Phone
317-826-7100
....... ................................................................. STATE OF INDIANA,
}..t A f.\ \ l.. ,. 0 tJ
, ss:
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COUNTY OF
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The undersigned having been duly sworn, upon oath says that the above information is true and correct
As he or she is informed and believes.
W.W~
SIGNATURE OF APPLICANT:
Print:
Michael Wells
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Subscribed and sworn to before me this
11"b day of ~ ,20 01
~~utJ. ~
Nota Public ~r1!. w. HarrisOh
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My Commission Expires:
if I ~Ol-} ~
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.*...............*.....*..........*....................*..
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5.1.10 Application for Primary Plat Two (2) copies, or more if necessary, of the primal)' 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 by applicants.
FEE: Received by:
R:\438\003\docs\PRlMARYPLAT APPLICATION .doc
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LAND DESCRIPTION
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Part of the Southwest Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County,
Indiana, being more particularly described as follows:
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Commencing at the Southeast comer of said Southwest Quarter Section; thence North 00 degrees 05
minutes 40 seconds West (assumed bearing) along the East line of said Southwest Quarter Section a
distance of 1266.71 feet to a P.K. Nail and the Beginning Point; thence continuing North 00 degrees 05
minutes 40 seconds West along the said East line, a distance of789.62 feet to a P.K. Nail; thence South 89
degrees 54 minutes 20 seconds West a distance of 586.61 feet to a 5/8" rebar with yellow cap on the East
limited access right-of-way line of U.S. #31; thence South 00 degrees 04.minutes 52 seconds East along the
said East limited access right-of-way line a distance of 406.10 feet to a 5/8" rebar with yellow cap marked
"Schneider Engr. Corp."; thence North 89 degrees 54 minutes 20 seconds East a distance of75.20 feet to a
5/8" rebar with yellow cap marked "Schneider Engr. Corp."; thence South 45 degrees 05 minutes 40
seconds East a distance of267.30 feet to a 5/8" rebar with yellow cap marked "Schneider Engr. Corp. ";
thence North 89 degrees 54 minutes 20 seconds East a distance of 47.99 feet to a P.K. Nail; thence South
45 degrees 05 minutes 40 seconds East a distance of275.07 feet to a P.K. Nail; thence North 89 degrees 54
minutes 20 seconds East a distance of 80.00 feet to the Point of Beginning, containing 8.070 acres, more or
less.
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0 AREA MAP
lL SCALE: 1"=2000' ~
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8:l1.6\~~ v.~ ~~, 8!llO1 1151.47
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UEilfOUI.N MIlE ASSOClA lES
"'""PT OF 08a>Ml. PC 156.!'j'~
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847.4a INV. =. 848.6
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AREA MAP
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PRIMARY PLAT DOCKET 167-01-PP
SECONDARY PLAT DOCKET 168-01-SP
AOLS DOCKET 161-00
HOlEY SA Y5
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"rrs nkE LAW"
CAll 2 dIlINC DAVS flEfCllE 'ItlI 01;
1-800-382-5544
CAI.l1ii flU:
fER ........~'1E LAWIS-6'9--199t.
IT IS ACANSf LAW TO EXCAVATr
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LlICA""_ ""(2)-
O''''lERlREjwa<'''''.....
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L~D DESCRIPnON
Part of tbe Southwest ~CJ'tet of Seetion J5. Townsh" t8 North, Ronge 3 Eost ., Homiton County, 100.00<1,
being more portic:ulmy descr'ed as follows:
Cornmencilg a1 the Southeo1t corner of said Southwest Quarter Section; thence North 00 dec,ees 05 minutes
1O "",,<Is West (oSSlm<<l bltrilq) ~<Ilq the Eost In. oj S<li<! Sooth...! Quat.. Seclim 0 distance of
1266.71 feel to Q P.K. NoI odd the Be9iming Point; thence ccntinui'lg Nortn 00 r:tevees 05 minutes 40
seconds Waf. %ng !.he said [ad line. 0 distance of 789.62 feel to (I Mag. NoR; thence South 89 deg'ea 54
milutes 20 secCl'lds We!!. 0 <listCl"lce of *61 feet to 0 5/ff rebar with yelloW cap stomped ~ on lhe
Easllimited access riljlt-af-Woy line of us. '31: thence Sovth 00 deg-ees 04 mm..tes ~ $econ<b Ea$t
along the said East limited access right-of-wcy rne 0 clslance of 406.10 feet to a S%, rebai'" with yellow
cop morked -Sc:hmrider Eng rihn fOOO1~; then~ North 89 degrees 54 mi'lutes 20 ~s East a cfl$lonce of
15.20 feet to 0 5%' retlar with yellew cap mcriled -Schneider Eng 1m 10001-; thence South 4~ deqrees ~
mnutcs 40 seatlds [ost 0 disl(l'lcc of 267.30 feet to 0 5/8~ rebar, thence North 89 deg-CC:$ 04 minutes
20 seconds Eos! 0 distance ot 47.99 feet to 0 5/8- ,eb(r tlith yelow tq) stomped -Schneider Eng Frm
fllool"; th<nce Sov\~ 45 deg-". 05 mnutes 4G seaIf1<b Eost 0 distmce of 275.01 f"t to 0 P.K. Nol;
thence North 89 degrees ~ minutes 20 seca'tds East a distance of 80.00 fed to the Point 0' Beginning.
containing 8.070 oaes. more or Ie:ss.
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ASSUMED NORlH
SCAlE: 1"=40'
SITE DATA:
EXISTING ZONING:
STRUCTURE 11062
SANITARY UANHOlf
Te = 85Q.61
8" PVC NY. . 64lB(N)
... PVC INV. . 843.6(5)
STRIJC1\lllE 1106;
CATDl !lASII
TC = 8SO.10
2'" Ra' INV. . 847.1(N)
12" RCP iNV. - 647.2(E}
2'" RCP ~V. = 1146.9(5)
12" Ra' INV. . 847.J(NII)
STRUCTURE II 082
CATDl BASIl
ie = 849.76
12" RCP INV. . 8'8.0(sQ
STRUCTURE II1~
CATCH B.\Sft
Te - 849114
2'" RO' INV. . I146.4(N)
24" RCP INV. = 846.4(S)
12" Ra' INV. . 1146..7(NII)
STRlICTUIIE II'"
SANJTARY UANHOlE
Te = 850.84
8" P'ot INV. = 64~'(N)
... P1/C INV. = 84~6(sl
." PVC NY. . 642.8(NII)
STR\JC1\JREIIT71
!Iffit~
Te ,. 85U4
,;" RCP INV. - 847.2(N)
18" Ra' INV. = 647.1(5)
OOTlNG
STRl.JCRJRF nATA TAR! F
STRUCTURE II 269
CATCH BASH
TC = 851.20
12" RCP INY. . 8'S.1(N}
IS" ReI' INY. = B49.0(St/)
STRUCTURE 11359
CATCH 8ASIN
Te = 851.14
IS. Ra' INV. = '''.J(N)
,," Rei' INV. ' '48.1(')
STRUCTURE 11405
CATCH 8ASIN
Te = 851.05
III" ReI' INY. - 847.9{N)
21- RCP INV. = 847.8(5)
STRUCTURE 11;;0
CATrn (!AgM
Te = 850.-4-4
2'" RCP INY. . 847.J(N)
21' Rei' iNV. . 8.7.J(5)
STRUCTURE 11551
SANTARY UANHa..E
Te - 850.99
8" P'ot INV. - 8<<.9(N)
8" P'ot INV. = 844.8(S)
If P'ot INV. = B45.ll(1I)
STRUCTURE 11551
SAMTARY WANHa.E
TC . 851.08
." PI<: INY. = 8'5.2(N)
," PI<: INV. = 846.2(E}
II" P'ot INV. . 845.2(S}
STRUCTURE 11'61
SANTARY UANHCI.E
TC - 851.07
," PI<: INV.. 1146..1(N)
... PI<: INV. . 845.7(S)
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MERIDIAN MARK III SUBDIVISION
PRIMARYI PLAT
PART OF TI1E SW 1/4
OF SEC" 35-jT18N-R3E
HAMILTON COUNTY, INDIANA
~
B-8 BUSINESS &
WITHIN US 3r
OVERLAY ZONE
AREA:
8.07 ACRES ::t
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Schneider
lHE SCHNrIDER CORPDRAlION
12821 E. Ne", Uarket Street
Suite 100
Cormd, IN 46032
Telephone: 317.569.8112
fox: .317.826.6410
www.schneider-corp.com
Architecture
Ci\lll Engineering
En'iironmentol Engineering
Geotechnical Services
GIS. US
Home Builder Services
Interior Design
lond Surveying
Lcnd~cope Architecture
Transportation Engineerin9
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NUMBER OF LOTS:
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tAU. 2 OA'lS BEFa: l'lIJ IIIC BEFORE BEGINNING CONSTRUCTION.
__IIDIL I 1- 382-5544 THE CONTRACTOO SHAll 1fIEN NOTIFY
flit....... 5II___IUS CMJ.1<Il."" IN WRITING 1fIE OIlNER AND THE
F .f.E. . ll54.JD PER STAlE LAW ~~'"t. ENGINEER OF ANY CHANGES BEFOOE
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N I 9. All CONSlIOJCI1QN ACTI\ofIY (W IItS SllE 10 BE PERFORlED r~ The
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\ 'b I ACallPUSIfD. I:rulianapotil. butiana Surn,m,
ID I 4622H518 Ludteapo _ted""
<<i I n. AU FlU AREAS SIlAU BE COWPAClED 10 AI lfASl 95
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BEGINNING (APl'UfS 10 COIIIIIRCAI. 0llY) I Date Project No. Dran Appm.
16. SIl'RI1JlA~Cl'llF WAlER MAIN SHAU IE IN ACCORDANCE IIlH 12/30/99 438.003 BET
SlAlE BIJAIll) Df HEALlH IlEQUlREl/ENl5. I Campul... I'iIa _INo.
11. 2rt Df .. PiP[ UNDERDR.... FOR SlIlRW lNl[lS 10 BE USED FOR ~~~G\C102.'" ... <C1l.02
E'IEllY CURB NLET. \ lCR[F-tt\4JII\~O'IC
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