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Fahey, Joyce 0
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Subject:
Dobosiewicz, Jon C
Monday, October 07,200212:03 PM
Fahey, Joyce D
Lillig, Laurence M; Lawrence, Kelli A; Hollibaugh, Mike P; Brewer, Scott I
Docket Number Assignment - SP; Lakes at Hayden Run, Section 1 (Secondary Plat)
Joyce,
Please print and fax this e-mail to the petitioner identified below and update the file. I have issued the necessary
Docket Number for the Lakes at Hayden Run, Section 1 (Secondary Plat). It will be the following:
147-02 SP
$700
Total Fee:
$700.00
Docket No. 147-02 SP; Lakes at Hayden Run, Section 1 (Secondary Plat & Construction Plans)
The site is located on the north side of West 131 sl Street approximately one-quarter mile west of Towne Road. The site is
zoned S-l/Residential- Very Low Density.
Filed by Dennis Olmstead of Stoeppelwerth & Associates, Inc. for Centex Homes.
Please note the following:
. This item has been placed on the October 16,2002 agenda ofthe Technical Advisory Committee.
· This item will be reviewed administratively by the Department.
Please contact Dennis Olmstead at 849-5935 (Fax: 849-5942) with this information. Once the file is updated
(copy of fax filed and file labeled on cover and internal files) please return the it to my office.
Thanks,
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Jon
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contact:
Brandon Burke
826-7100
826-7200 fax
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October 1, 2002
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The undersigned agrees that any construd:iOn, reconstnICtfon, enlargement, reIocatian or alteratiOn.of sb-ucture, or
any change in the uc;e Of land or structures reqte1ed by this application wiH comply with, and amfDrm to, all' applicable Jaws
ot me state of Indiana, and the Zonino Ol'Cfinance of Carmel, Incfrana . 1980, adopred under the authority of Ads of 1979,
Public Law 118, Sec. 1, et. seq. General AssembIV of the State of Indiana, and all Acts amendatnry th~
Name of Applicant:
Centex Hanes
Phone # ( 317). 915-2200
AdcIr&ofAppbnt: 6602 East 75th street, Suite 100, Indianapolis, Indiana 46250
Name of Owner: Centex Hanes
Name of SubdMsion: The Lakes At Hayden Run, Section 2
Legal Desaiption (To he typewritten on sepa.. __and ~).
Area (Il acres): 38. 183 :!:
Number of lets: 45
Length in miles ct newstree1S to be dedk:a1BJ to public use:
Surveyor certifying plat: Dennis D. Olmstead
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SuM!YOl"s add.. and phone #
Signature of Applicant;
(Print) Thanas L. Kutz
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Ill'
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County rif
55
Hamilton
My OJnnlissiuil Expires:
5.1.10 AmIiation for Ss:ondarv Plat. Two (2) capie$, or men if neassaIY, d the secondary plat and 1be t'\21!I1'.I'UdI
plans. tcgetfler with supporttng dacumen1s, shan be submitted to the Building COmmissioner with this applicatiott and the
application fee as indicated in SectIon 29.6 of the Zoning Ordinance.
Additional plans to be cflStributed to nc:aBSaIY authoritIeS by applicant.
County, State at Indiana, persona1Iy appeated
of the foregoing il1$l:rUment this 1 ",t- . day of
Before me, the understgned, a Notary Public for
Thom~!'; L_ KlJtz and aclcn
October .U 2002
Bredlau
FEE:
Received BY:
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THE LAKES AT HAYDEN RUN
SECTION 2
A part of the Northeast Quarter of Section 29, Township 18 North, Range 3 East, Hamilton
County, Indiana, more particularly described as follows:
Commencing at the Northwest comer of the Northeast Quarter; thence North 89 degrees 36
minutes 39 seconds East along the North line of said Quarter Section 1,340.30 feet; thence
South 00 degrees 10 minutes 03 seconds West along the East line of the West Half of said
Quarter Section 1,550.22 feet; thence North 49 degrees 08 minutes 44 seconds West 417.28
feet; thence South 40 degrees 51 minutes 16 seconds West 140.00 feet; thence North 49
degrees 08 minutes 44 seconds West 49.92 feet; thence continuing North 49 degrees 08
minutes 44 seconds West along said line, a distance of 124.43 feet to the point of curvature
of a curve concave easterly, the radius point of said curve being North 40 degrees 51 minutes
16 seconds East 20.00 feet from said point; thence northerly along said curve 20.74 feet to
the point of tangency of said curve, said point being North 79 degrees 43 minutes 24 seconds
West 20.00 feet from the radius point of said curve; thence North 56 degrees 07 minutes 33
seconds West 71.57 feet to a point on a curve concave northwesterly, the radius point of said
curve being North 57 degrees 48 minutes 30 seconds West 139.98 feet from said point;
thence southwesterly along said curve 23.53 feet to the point of tangency of said curve, said
point being South 48 degrees 10 minutes 40 seconds East 139.98 feet from the radius point of
said curve; thence North 49 degrees 51 minutes 37 seconds West 140.00 feet; thence South
56 degrees 55 minutes 25 seconds West 38.27 feet; thence North 13 degrees 53 minutes 52
seconds West 90.82 feet; thence North 28 degrees 24 minutes 52 seconds West 97.21 feet;
thence North 68 degrees 48 minutes 18 seconds West 105.36 feet; thence South 82 degrees
32 minutes 49 seconds West 115.33 feet; thence South 53 degrees 53 minutes 57 seconds
West 76.17 feet; thence South 89 degrees 09 minutes 50 seconds West 233.52 feet; thence
North 00 degrees 05 minutes 51 seconds West 1,002.31 feet to the place of beginning.
Containing 36.183 acres, more or less, subject to all legal highways, rights-of-ways,
easements, and restrictions of record.
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UTILITY SUMMARY FOR THE LAKES AT HAYDEN RUN
Electric
Electric service will be provided by Cinergy. The development will be served by existing
power service within the area ofthe subject site along 131 st Street.
Telephone
Telephone service will be provided by Ameritech. The development will be serviced by
existing telephone facilities along 131 st Street.
Water
Water service will be provided by Carmel Utilities. A watermain must be brought to the
site from approximately 131st Street and Towne Road. The exact route and size will be
determined by Carmel Utilities.
Sanitary Sewer
Sanitary sewer service will be provided by the Clay Township Regional Waste District
(CTRWD). CTRWD has proposed to construct a new lift station on school owned
property on the South side of 126th Street and extend a gravity line northerly from the lift
station along J.W. Brendle Drain to 131 st Street. From that point, the gravity sewer will
extend North within the boundary of this project located near the West property line. This
project can connect directly into that interceptor sewer.
Drainage
The pre-developed drainage follows basically a southeastwardly pattern across this site to
the eastern arm of the J.W. Brendle Drain and continues southeasterly through the J.W.
Brendle Drain. Post-developed conditions will generally follow that same path through a
series of swales and pipes directing storm water to retention ponds located along the East
and South sides of the project. The ponds will ultimately outlet to a pond located at the
Southwest corner of the project and will discharge into a pipe which will cross 131 st
Street, where it will outfall into a pond located in the proposed Hayden Ridge
Subdivision, where it will flow through that system and ultimately outlet into the open
portion of the J. W. Brendle Drain.
Gas
Natural gas service will be provided by Vectren Energy. A gas main must be extended to
the site from approximately 131 st and Towne Road. The exact route and size will be
determined by Vectren Energy. .
S:\41848\Lega1\UtilitySummary
October 19,2001
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9.6 THE SUBDIVIDER
The following agreement shall be included as a submittal with the final plat application.
AGREEMENT
The developer shall be responsible for any drainage problems including standing water,
flooding and erosion control, which arise or become evident at any time during the 3 year
maintenance period after release of subdivision bonds, and which is attributable to a
deficiency in subdivision drainage design or construction of drainage improvements.
This shall include all pipes, structures, swales, ditches and ponds which are pertinent
features to the proper drainage of the subdivision.
This responsibility of the developer shall not, however, include problems which are
created, subsequent to the completion of the subdivision improvements by the improper
grading by individual builders, or structures and improper grading installed or
accomplished by individual homeowners.
It is the intent of this requirements, that the developer shall, specifically, provide such
sub-surface drains, or storm sewers or ditches as are required to properly rectifY any
drainage problem or sub-surface water problem which was not contemplated in the
original approved subdivision design, including, but not restricted to, disposal of sub-
surface water from footing drains of individual lots.
ROAD IMPROVEMENTS: The typical agreement for existing contiguous Hamilton
County Roads which are substandard, with Hamilton County is:
The developer will put in 12 inch stone base to the required width of the road, and grade
the shoulders to a minimum of 6 feet width and construct proper side-ditches, or, provide
sto~ sewers and curbs. This will be the black top grade during construction of
subdivision. Then the county will come in and cut out 3 inches and put in 3 inch binder
asphalt after which the developer will be responsible for 1 inch of asphalt topping. This
is being done as joint projects between county and developer. An agreement shall be
executed, in writing, between the developer and Hamilton County specifically detailing
the exact work to be accomplished by the developer and that to be accomplished by the
County, and shall also state the road or roads or portions thereof which are included. If
the subdivision is contemplated to be annexed to the City of Carmel, then the agreement
shall include the City of Carmel Board of Public Works as a signatory, which shall be for
the purpose of the City of Carmel agreeing to accept for maintenance and operation, the
improved road facility upon completion of said improvements and completion of
annexation.
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LAKES @ HAYDEN RUN / r;
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3/27/2002 1'"1 If \JP
LOT # SECTION 1 ADDRESS
LORENZO BLVD ' [
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1 13170 1~1J)~
2 13184
3 13198
4 13212
5 13236
6 13248
7 13260
8 13276
9 13292
10 13302
31 13175
30 13201
29 13217
28 13223
27 13239
26 13255
25 13271
24 13299
23 13313
22 13327
21 13341
20 13355
18 13340
19 13356
FREENZA COURT
11 13328
12 13342
13 13356
14 13370
15 13369
16 13355
17 13343
CAMILLO COURT
32 13176
33 13188
34 13206
35 13222
36 13238
37 13254
38 13269
39 13257
40 13241
41 13225
42 13209
i
Q
o
43
44
13187
13175
ROMA BEND
53
54
55
56
57
58
59
60
61
62
63
64
65
66
52
51
50
49
48
47
46
45
CA#3
CLUBHOUSE/POOL
13145
13167
13179
13191
13207
13219
13231
13243
13255
13271
13287
13303
13319
13335
13208
13220
13236
13252
13268
13292
13318
13334
13174
Section 2
10/8/2002
Lorenzo Boulevard
111 13368
110 13380
109 13392
108 13406
107 13418
---g~--------- 13441r-----'
93 13456
92 13464
91 13472
90 13480
89 13471
88 13459
87 13447
86 13435
_-85-____________ 13423
72 -13411--
71 13403
70 13391
.- u 0
,
69 13379
68 13367
Roma Bend
67 13361
Barbano Court
106 2715
105 2727
104 2739
103 2751
102 2763
10L 2775
100 2774
99 2762
98 2750
97 2738
96 2726
95 2714
Lablanca Bend
73 13415
74 13423
75 13431
76 13439
77 13447
78 13455
79 13463
80 13464
81 13458
82 13450
83 13436
84 13416