HomeMy WebLinkAboutApplications Conn, Angelina V
From: Conn, Angelina V
Sent: Thursday, March 22, 2012 11:38 AM
To: Hollibaugh, Mike P; Mindham, Daren; Hancock, Ramona B; Littlejohn, David W;
'jmolitor @prodigy.net'; Boone, Rachel M.; Tingley, Connie S; Duncan,Gary R; Donahue-Wold,
Alexia K; Blanchard, Jim E; Stewart, Lisa M; Martin, Candy; Druley, Elizabeth A; Haney,
Douglas C; Mishler, Nicholas F; Maki, Sue; 'GARY DOXTATER'; Thomas, John G; Redden,
Nick; Barnes, David R; Foley, Amanda J
Cc: TWalter @platinum-properties.com; 'Dennis Olmstead'; 'Brett Huff'; 'Brian Robinson';
'rzumot @zumot.net'
Subject: Docket No. Assignment: (#12030017 PP) The Overlook at Legacy
The Dept. of Community Services has issued the Docket Number for The Overlook at Legacy (PP). It is the
following:
Docket No. 12030017 PP: The Overlook at Legacy (Legacy PUD).
The applicant seeks primary plat approval for 31 lots on 25.23 acres.The site is located at the southeast corner of
Community Dr.and future Cherry Creek Blvd. It is
zoned PUD/Planned Unit Development. Filed by Tim Walter of Platinum Properties, LLC.
Tim can be contacted at317-2_13fr. ~Jg0 ggj-1
Dennis Olmstead,project engineer, can be contacted at 317-849-5942.
Primar Plat 31 lots $4,741.00
Total due: $4,741.00
Petitioner,please note the following:
1. This item will be on the April 18 meeting agenda of the Technical Advisory Committee (TAC),which begins
at gam.A representative must be present. If not done so already,the petitioner must submit plans and review
materials to all TAC members ASAP,via email and/or mail.The updated TAC members list is online at:
http://www.carmel.in.gov/modules/showdocument.aspx?documentid=1856.
2. Mailed and Published Public Notice needs to occur no later than April 20. Published notice is required within
the Indianapolis Star. Try to get the public notice ad to the IndyStar by Noon, two days prior to the public notice
deadline, in order for them to publish it on time (317-444-7163 or publicnotices nindystar.com).Also,the
placement of a public hearing sign on the property is required in addition to the certified mailings; see
application&calendar.
3. The Filing Fee and 15 Informational Packets must be delivered to Plan Commission Secretary Ramona
Hancock no later than Noon, Friday,May 4.
4. Proof of Notice (green cards, newspaper affidavit,etc.) needs to be received by this Department no later than
Noon,Friday,May 11. Failure to submit Proof of Notice by this time will result in the tabling of the petition.
5. This item will appear on the Tuesday,May 15 meeting agenda of the Plan Commission (under"Public
Hearings"),which begins at 6 pm. (A representative must be present.)
6. This item will also appear on the Tuesday,June 5 meeting agenda of a Plan Commission Sub-Committee,
which begins at 6 pm. (A representative must be present.)
7. Please refer to the application/checklist for more detail.
8. Review comments from the Planning/Zoning Dept.will be issued soon.
APPLICATION for PRIMARY PLAT (or REPLAT)
Fee*: $928 plus $123 per lot (or$307 plus $123 per 1 lot) r
DATE: March 15, 2012 DOCKET NO. 1 Z 0 30-0
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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 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 of Indiana,and all Acts
amendatory thereto.
Name of Applicant: Platinum Properties, LLC Phone No. (317) 863-2057
Fax No. (317) 216-8636 Email: twalter @platinum-properties.com
Address of Applicant: 9757 Westpoint Drive, Suite 600
Name of Owner: Falcon Nest II, LLC - Rajai Zumot Phone No.
Name of Subdivision: The Overlook at Legacy
Approximate Address/Location of Subdivision:South side of 146th Street approximately 1 mile East of Hazel Dell Parkway.
Tax ID Parcel No(s): 17-10-23-00-00-001.003
Legal Description: (To be typewritten on separate sheet and attached)
Area (in acres): 25.228 Number of Lots: 31 Length(in miles)of new streets to be dedicated
to public use:
Surveyor certifying plat: Dennis D. Olmstead - Stoeppelwerth &Associates, Inc.
Address: 7965 East 106th Street, Fishers, IN 46038 Phone No. (317) 849-5935
Fax No. (317) 849-5942 Email: dolmstead @stoeppelwerth.com
******************************************************************************
STATE OF INDIANA,COUNTY OF Hamilton _, SS:
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.
Timothy J. Walter
Applicant Signature: kGCNk Print name:
Subscribed and sworn to before me this 15th day of March 2 j 12
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My Commission Expires: 09/06/2014 Nora I u''hc Mary E. Bredlau o
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Filename:Primary Plat 2012; Revised 12/28/2011
PRIMARY PLAT CHECKLIST
SCO 5.1.10 Application for Primary Plat. 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 Planning with this
application. These plans to be distributed to all Technical Advisory Committee authorities by applicant.
A. Two Copies of Plat to Illustrate:
• 1. Name of subdivision(5.2.1)
• 2. Words "PRIMARY PLAT" (5.2.1)
• 3. Date of submission of latest revisions (5.2.1)
• 4. Name of subdivision designer(5.2.1)
• 5. Present zoning classification(5.2.1)
1 6. Total acreage of the plat(5.2.1)
• 7. Name,address,telephone number of owner, subdivider®istered land surveyor(5.2.2)
• 8. Street and rights-of-way: (5.2.3)
a. Locations
b. Names
c. Street width
d. Right-of-way width
• 9. Location,size and capacity of: (5.2.5)
a. Proposed sanitary sewers
b. Water mains,hydrants
c. Drainage system
vi 10. Layout of lots showing dimensions, lot number& square footage (5.2.6)
f 11. Parcels to be dedicated or reserved for public use (5.2.7)
• 12. Contour slopes (5.2.8)
• 13. Tract boundary lines showing dimensions,angle bearings,existing monuments,markers and
benchmarks. (5.2.9)
• 14. Location of flood plains (FP,FF and FW) (5.2.10)
• 15. Building setback lines (5.2.11)
• 16. Legends and notes (5.2.12)
B. Supporting Data:
• 1. Area location map of 1" =500' to show: (5.3.1)
a) Existing adjacent uses
b) Watershed boundaries
c) Thoroughfares directly related to proposed subdivision
d) Existing adjoining zoning classifications and proposed uses
e) Title on area location map,its scale,north arrow and date information was placed on map
2. Service reports of statements (5.3.3)
a) Police and Sheriff
b) Fire Department
c) Water and sanitary sewer utilities
d) Electric, gas and telephone utilities
e) Carmel/Clay schools
f) Hamilton County Health Department
g) Surveyor, Drainage Board, County Commissioners
h) Indiana Natural Resources Commission
i) Carmel Board of Public Works
j) Director of the Dept. of Community Development
1 3. Report describing water system,sanitary sewer system and storm drainage system(5.3.4)
4. Statement from State Highway, County Highway or City Street Dept. (5.3.5)
5. Soils map and report from Hamilton County Soils & Water Districts (5.3.6)
6. A description of the protective covenants or private restrictions (5.3.7)
7. Erosion control plan(5.3.9). (The Hamilton County Surveyor's Office requires all Erosion Control
Plans be labeled as "Stormwater Pollution Prevention Plans", aka SWPPP Plans.)
8. Statement from the Carmel .Board of Public Works or other appropriate authority stating that said
/ authority has capacity for sewer/water hookups (5.3.10)
�7 9. Engineered Landscape plan
1 10. Proposed Signage plan
_
11. Estimated cost to comply with the Thoroughfare Plan & Alternative Transportation Plan per ZO
Section 2.09. (Contact City Engineering Dept for more info.)
12. •Open Space Schedule: Exhibit A, found in Chapter 7 of the Subdivision Control Ordinance
(if applicable).
The Overlook at Legacy
I, the undersigned Registered Land Surveyor, hereby certify to the best of my information, knowledge and
belief, that the included plat correctly represents a survey performed under my direction during February
of 2012 of the following described real estate:
A part of Section 23,Township 18 North, Range 4 East of the 2nd Principal Meridian, Clay Township,
Hamilton County, Indiana described more particularly as follows:
Commencing at the Northeast Corner of said Section 23; thence North 89 degrees 15 minutes 40 seconds
West along the North line of the Northeast Quarter of said Section 23 a distance of 337.40 feet; thence
South 20 degrees 07 minutes 12 seconds West a distance of 149.74 feet to a point being the Southwest
intersection of the rights-of-way for 146th Street and River Road as described in Instrument No.
200100065741. in the Office of the Recorder of Hamilton County, Indiana; thence the following twelve
(12)courses along the westerly right-of-way of River Road per said Instrument No. 200100065741; (1)
South 20 degrees 07 minutes 21 seconds West a distance of 92.91 feet; (2) South 69 degrees 52 minutes
38 seconds East a distance of 16.50 feet; (3) South 00 degrees 07 minutes 41 seconds West a distance of
195.81 feet to a point on a non-tangent curve to the right having a radius of 688.98 feet, the radius point
which bears North 89 degrees 52 minutes 19 seconds West; (4) southerly along said curve a distance of
426.41 feet to a point which bears North 54 degrees 24 minutes 43 seconds West from said radius point;
(5) South 35 degrees 35 minutes 17 seconds West a distance of 313.27 feet; (6)North 69 degrees 52
minutes 38 seconds West a distance of 16.50 feet; (7) South 20 degrees 07 minutes 28 seconds West a
distance of 119.41 feet; (8) North 69 degrees 52 minutes 38 seconds West a distance of 16.50 feet to a
point on a non-tangent curve to the left having a radius of 1,574.80 feet, the radius point of which hears
South 54 degrees 49 minutes 01 seconds East; (9) southwesterly along said curve an arc distance of
367.82 feet to a point which bears South 68 degrees 11 minutes 57 seconds East from said radius point;
(10) South 21 degrees 48 minutes 03 seconds West a distance of 191.51 feet; (11)South 15 degrees 18
minutes 16 seconds East a distance of 82.28 feet; (12)South 68 degrees 12 minutes 11 seconds East a
distance of 16.50 feet to the physical centerline of River Road, thence the following seventeen (17)
courses along the physical centerline of River Road; (1) South 21 degrees 14 minutes 47 seconds West a
distance of 243.57 feet; (2) South 21 degrees 20 minutes 03 seconds West a distance of 151.74 feet; (3)
South 23 degrees 01 minutes 40 seconds West a distance of 99.76 feet; (4) South 24 degrees 29 minutes
46 seconds West a distance of 51.87 feet to a point on a non-tangent curve to the right having a radius of
397.42 feet, the radius point of which bears North 66 degrees 03 minutes 44 seconds West; (5)
southwesterly along said curve an arc distance of 191.02 feet to a point which bears North 38 degrees 31
minutes 23 seconds West from said radius point; (6) South 52 degrees 56 minutes 19 seconds West a
distance of 64.43 feet; (7) South 56 degrees 48 minutes 58 seconds West a distance of 84.84 feet; (8)
South 58 degrees 29 minutes 55 seconds West a distance of 204.22 feet; (9) South 59 degrees 38 minutes
13 seconds West a distance of 213.74 feet; (10) South 59 degrees 38 minutes 43 seconds West a distance
of 416.86 feet; (11) South 59 degrees 26 minutes 13 seconds West a distance of 210.95 feet; (12) South
59 degrees 08 minutes 15 seconds West a distance of 205.20 feet to a point on a non-tangent curve to the
left having a radius of 1,427.15 feet,the radius point of which bear South 29 degrees 09 minutes 29
seconds East; (13) southwesterly along said curve an arc distance of 338.21 feet to a point which bears
South 42 degrees 44 minutes 11 seconds East from said radius point; (14) South 47 degrees 13 minutes 52
seconds West a distance of 257.68 feet; (15) South 47 degrees 01 minutes 38 seconds West a distance of
316.41 feet: (16) South 46 degrees 58 minutes 46 seconds West a distance of 613.46 feet to a point on a
non-tangent curve to the left having a radius of 1,232.86 feet, the radius point of which bear South 43
degrees 01 minutes 14 seconds East; (17)southwesterly along said curve an arch distance of 153.00 feet
to a point which bears South 50 degrees 07 minutes 52 seconds East from said radius point; thence North
00 degrees 53 minutes 16 seconds West a distance of 78.51 feet to a point on a non-tangent curve to the
right having a radius of 1285.49 feet, the radius point of which bear South 47 degrees 28 minutes 47
seconds East; northeasterly along said curve an arch distance of 100.05 feet to a point which bears South
43 degrees 01 minutes 15 seconds East from said radius point; thence North 46 degrees 58 minutes 46
seconds East a distance of 613.46 feet to the North line of real estate described in Instrument No.
9609651829 in said Recorder's Office, marked by a 5/8" rebar with cap stamped"S & A Firm #0008"
(hereafter referred to as an S &A rebar); thence North 89 degrees 01 minutes 38 seconds East 10.50 feet
to the proposed right of way of River Road; thence North 47 degrees 01 minutes 38 seconds East 136.46
feet along said proposed right of way of River Road to the POINT OF BEGINNING of this description;
thence along the proposed easterly right of way line of extended Community Drive by the following
seven (7)courses: (1) North 87 degrees 58 minutes 22 seconds West 42.98 feet; (2) North 42 degrees 58
minutes 22 seconds West 75.56 feet to the point of curvature of a curve concave southwesterly, the radius
point of said curve being South 47 degrees 01 minutes 38 seconds West 87.00 feet from said point; (3)
northwesterly along said curve 11.94 feet to the point of tangency of said curve, the radius point of said
curve being South 39 degrees 09 minutes 41 seconds West 87.00 feet from said point; (4) North 52
degrees 31 minutes 17 seconds West 35.16 feet to a point on a curve concave northeasterly, the radius
point of said curve being North 38 degrees 04 minutes 30 seconds East 65.00 feet from said point; (5)
northwesterly along said curve 25.07 feet to the point of tangency of said curve, the radius point of said
curve being North 60 degrees 10 minutes 35 seconds East 65.00 feet from said point, said point also being
the point of curvature of a curve concave easterly, the radius point of said curve being North 60 degrees
10 minutes 35 seconds East 277.00 feet from said point; (6) northerly along said curve 144.18 feet to the
point of tangency of said curve, the radius point of said curve being North 90 degrees 00 minutes 00
seconds East 277.00 feet from said point; (7) North 00 degrees 00 minutes 00 seconds East 794.90 feet;
thence along the southeasterly right of way line of Community Drive as described in Instrument No.
2008-43636 in said Recorder's Office by the next four(4) courses: (1)continuing North 00 degrees 00
minutes 00 seconds East along said line, a distance of 3.45 feet;(2) North 02 degrees 36 minutes 32
seconds East 22.61 feet to the point of curvature of a curve concave southeasterly, the radius point of said
curve being South 87 degrees 23 minutes 28 seconds East 110.00 feet from said point; (3) northeasterly
along said curve 144.17 feet to the point of tangency of said curve, the radius point of said curve being
South 12 degrees 17 minutes 50 seconds East 110.00 feet from said point, said point also being the point
of curvature of a curve concave southerly, the radius point of said curve being South 12 degrees 17
minutes 47 seconds East 1,432.00 feet from said point;(4) easterly along said curve 307.33 feet to the
point of tangency of said curve, the radius point of said curve being South 00 degrees 00 minutes 00
seconds East 1,432.00 feet from said point; thence along the South right of way line of a proposed
boulevard by the next five(5)courses: 91) North 90 degrees 00 minutes 00 seconds East 806.14 feet to
the point of curvature of a curve concave southerly, the radius point of said curve being South 00 degrees
00 minutes 00 seconds East 332.00 feet from said point; (2) easterly along said curve 188.91 feet to the
point of tangency of said curve, the radius point of said curve being South 32 degrees 36 minutes 07
seconds West 332.00 feet from said point; (3) South 57 degrees 23 minutes 54 seconds East 95.35 feet to
the point of curvature of a curve concave southwesterly, the radius point of said curve being South 32
degrees 36 minutes 07 seconds West 182.00 feet from said point; (4) southeasterly along said curve 85.88
feet to the point of tangency of said curve, the radius point of said curve being South 59 degrees 38
minutes 13 seconds West 182.00 feet from said point; (5) South 30 degrees 21 minutes 47 seconds East
89.32 feet to the proposed northerly right of way of River Road; thence along the proposed northerly right
of way line of River Road by the next seven (7)courses: (1) South 59 degrees 38 minutes 13 seconds
West 74.14 feet; (2) South 59 degrees 38 minutes 43 seconds West 416.85 feet; (3) South 59 degrees 26
minutes 13 seconds West 211.12 feet; (4) South 59 degrees 08 minutes 16 seconds West 205.44 feet to
the point of curvature of a curve concave southeasterly, the radius point of said curve being South 28
degrees 45 minutes 36 seconds East 1,381.65 feet from said point; (5) southwesterly along said curve
347.77 feet to the point of tangency of said curve, the radius point of said curve being South 43 degrees
10 minutes 54 seconds East 1,381.65 feet from said point; (6)South 47 degrees 13 minutes 52 seconds
West 257.68 feet; (7) South 47 degrees 01 minutes 38 seconds West 172.45 feet to the place of beginning,
containing 25.224 acres, more or less, subject to all legal highways, rights-of-way, easements, and
restrictions of record.
I further certify that there are no buildings on the above-described real estate and that the buildings
located on the adjoining property do not encroach upon said real estate, except as indicated.
This is to certify that NO portion of the property is located within a Special Flood Hazard Area as said
property plots by scale on Community Panel No. 18057C 0235F of the Flood Insurance Rate Maps dated
February 19, 2003.
Certified: February 23, 2012
Stephen M. Roeschlein
Professional Land Surveyor
Indiana Number: 29600000
S\551 15CON\Survey\55 115 PLA-M L I.doc
Date February 23,2012 smr/meb
OWNER'S CONSENT
The undersigned, being the owner of the real estate described in what is attached hereto
and incorporated herein by reference as Exhibit "A" (the "Real Estate") hereby authorizes
Platinum Properties, LLC (the "Applicant") along with its employees, engineers, land planners,
attorneys, attorney's employees and agents, as follows:
1. To file with the Plan Commission of the City of Carmel (the "Plan Commission")
with respect to the Real Estate, applications to obtain (i) Primary Plat approval,
(ii) Secondary Plat, and (iii) any other approvals that may be required or deemed
necessary by the Applicant to develop the Real Estate to allow a residential
subdivision(collectively the "Approvals");
2. To pursue the Approvals before the Plan Commission and any committees of the
Plan Commission.
"Owner"
Falcon Nest,LLC
,/, 477
Rajai Zumot
Managing��Member >>
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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 requirement, 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
storm 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.
Rajai Zumot
r � DEVELOPER
WITNESS
3/. 3/1.2.
DATE
Conn, Angelina V
From: Conn, Angelina V
Sent: Thursday, March 22, 2012 11:45 AM
To: Hollibaugh, Mike P; Mindham, Daren; Hancock, Ramona B; Littlejohn, David W;
'jmolitor @prodigy.net'; Boone, Rachel M.; Tingley, Connie S; Duncan, Gary R; Donahue-Wold,
Alexia K; Blanchard, Jim E; Stewart, Lisa M; Martin, Candy; Druley, Elizabeth A; Haney,
Douglas C; Mishler, Nicholas F; Maki, Sue; 'GARY DOXTATER'; Thomas,John G; Redden,
Nick; Barnes, David R; Foley, Amanda J
Cc: 'TWalter @platinum-properties.com; 'Dennis Olmstead'; 'Brett Huff'; 'Brian Robinson';
'rzumot @zumot.net'
Subject: Docket No. Assignment: (#12030018 SP) The Overlook at Legacy, Section 1
The Dept.of Community Services has issued the Docket Number for The Overlook at Legacy,Section 1 (SP). It is
the following:
Docket No. 12030018 SP: The Overlook at Legacy,Section 1 (Legacy PUD).
The applicant seeks secondary plat approval for 13 lots on 19.95 acres.The site is located at the southeast corner
of Community Dr.and future Cherry Creek Blvd. It is
zoned PUD/Planned Unit Development. Filed by Tim Walter of Platinum Properties, LLC.
Tim can be contacted at 317-863-2057.
Dennis Olmstead,project engineer, can be contacted at 317-849-5935.
Filin: Fees:
Secondar Plat 13 lots $2,527.00
Total due: $2,527.00
Petitioner, please note the following:
1. This item will be on the April 18 meeting agenda of the Technical Advisory Committee (TAC),which
begins at gam.A representative must be present. If not done so already,the petitioner must submit plans
and review materials to all TAC members ASAP,via email and/or mail.The updated TAC members list is
online at: http://www.carmel.in.gov/modules/showdocument.aspx?documentid=1856.
2. Mailed and published public notice does not need to occur.
3. Proof of Notice is not needed.
4. This item will be reviewed administratively.
5. The filing fee is due prior to the Director's approval (signature on the plat). Please refer to the
application/checklist for more detail.
6. Review comments from the Planning/Zoning Dept.will be issued soon.
Thank you,
Angie Angie Conn, Planning Administrator
City of Carmel Planning &Zoning Division
Dept. of Community Services
1 Civic Square, 3rd Flr.
Carmel, IN 46032
0: 317-571-2417 I F: 317-571-2426 I E: aconn@carmel.in.gov
W: www.carmeldocs.com
Please consider the environment before printing this e-mail
1
At 521. 00
APPLICATION for SECONDARY PLAT or (REPLAT)
Fee: $928 plus $123 per lot or($307 plus $123 per lot) (due after docket no. is assigned.)
DATE: March 15, 2012 DOCKET# 1 i°'-2- °°N S49
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 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 of Indiana,and all Acts amendatory thereto.
Name of Applicant: Platinum Properties, LLC Email: twalter @platinum-properties.com
Address of Applicant: 9757 Westpoint Drive, Suite 600, Indianapolis, Indiana 46256
Phone# (317) 863-2057 Fax# (317) 216-8636
Name of Owner: Falcon Nest II, LLC - Rajai Zumot
Name of Subdivision: The Overlook at Legacy, Section 1
Approximate Address/Location of Subdivision: South side of 146th Street approximate 1 mile East of Hazel Dell Parkway.
Tax Parcel ID No(s): 17-10-23-00-00-001.003
Legal Description: (To be typewritten on separate sheet and attached).
Area(in acres): 19.945 Number of Lots: 13 Zoning D
g.
Length in miles of new streets to be dedicated to public use: -0
Surveyor certifying plat: Dennis D. Olmstead - Stoeppelwerth &Associates, Inc.
Surveyor's address and phone#: 796 East 106th Street, Fishers, Indiana 46038
Timothy J. Walter
Signature of Applicant: i ._�..�I� "�!_ Print) y
TITLE: Senior Project Manager •
State of Indiana )
Hamilton )SS:
County of )
Hamilton
Before me the undersigned,a Notary Public for
Timothy J. Walter (ofricers county ofresidence)
'County,State of Indiana,personally appeared and
15th (name of person(s))
acknowledged the execution of the foregoing instrument this day of
March 12
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Filename:Secondary Plat-Replat 2012 Revised 12/28%1(44 1 .
5.1.10 Application for Secondary Plat: Two(2)copies,or more if necessary,of the secondary plat and the construction
plans,together with supporting documents,shall be submitted to the Building Commissioner with this application and the
application fee as indicated in Section 29.6 of the Zoning Ordinance.
Additional plans to be distributed to necessary authorities(Technical Advisory Committee members)by applicant.
SECONDARY PLAT CHECK LIST
*All documents must be legible and of the required size and scale,but no larger than 24"x 36".
A. MYLAR AND TWO COPIES OF PLAT*TO ILLUSTRATE:
✓ 1. Name of subdivision
If 2. Words"Secondary Plat"
✓ 3. Date of submission or latest revision
4. Plat drawn 50'= 1" scale with north arrow
• 5. Names,addresses,phone numbers: Owner,subdivider,surveyor
6. Registered surveyor's signature,seal and date
I i7. Accurate tract boundary lines: Show dimensions,angles,bearings
8. Source of title of ownership and legal description
i 9. Streets and rights-of-way(existing and proposed)
a.Locations
b.Names
c.Widths
/ 10. Complete curve notes
16 11. Dimensions of land to be dedicated or reserved
v 12. Monuments and markers(location,type,material,size)
13. Easements(location,widths,use)
14. Building setback lines
15. Legends and notes
16. Registered land surveyor's certificate
17. Certification of dedication of streets and public property
18. Certificate of approval by Commission(opening page)
✓ 19. Certificate of acceptance by Board of Works or County Commissioners
20. Restrictions or covenants
a. Fences in detention/retention areas
b. Lighting-dusk to dawn lights
c. Maintenance of common areas
✓ 21. Subdivider Agreement Form
✓ 22. Location Map
✓ 21. Space for the Docket Number
✓ _ 21. Replat: new lot numbers will have the letter A after them,such as Lot 4A.
B. SECONDARY SUPPORTING DATA TO BE PROVIDED.
✓ 1. Letters of approval submitted by the following:
a. Hamilton County Surveyor
b. Hamilton County Highway Department
c. Hamilton County Soil&Water Conservation District
d. Carmel City Engineer
e. Fire Chief- Cannel Fire Department
f. Carmel City Utilities Department
Filename:Secondary Plat-Replat 2012 Revised 12/28/2011
✓ 2. Certification of Notification
a. Police and Sheriff
b. Water and sanitary sewer utilities
c. Electric,gas,phone utilities
d. Carmel/Clay Schools
e. Hamilton Health Department(if septic)
f. Carmel Board of Public Works
✓ 3. Report describing water system,sanitary sewer system and storm drainage system.
✓ 4. Statement from State Highway Department,County Highway Department or City Street
Department(rights-of-way,road improvements,roadside drainage,entrances,culvert pipes,
condition of existing roadway and its suitability to handle proposed traffic must be specified).
1 5. Soils map and report from Hamilton County Soil&Water Conservation District showing soil
limitations based upon intended usage.
6. Letter from the Carmel Board of Public Works or other appropriate authorities stating that said authority has
capacity for sewer/water hookups.
C. TWO COPIES OF CONSTRUCTION PLANS TO INCLUDE:
✓ 1. Professional engineer's or registered land surveyor's signature,seal and date
• 2. Proposed method of sewage disposal
✓ 3. Proposed water supply method
✓ 4. Proposed fire hydrant system
✓ 5. Proposed method of drainage including detention/retention both onsite and offsite. (The Hamilton County
Curveyor's Office requires all Erosion Control Plans be labeled as"Stormwater Pollution Prevention Plans",
aka SWPPP Plans.)
• 6. Proposed street lighting and signage plan
✓ 7. Proposed(engineered)landscaping and screening plan,if required
✓ 8. Proposed parking plan(cluster)
✓ 9. Plans,profiles,cross-sections and specifications
10.Proposed cut and fill map
1D. FINANCIAL PERFORMANCE AND MAINTENANCE GUARANTEES
1. Written statement of commitment
EXHIBIT A
(LEGAL DESCRIPTION-OVERLOOK AT LEGACY)
A part of Section 23,Township 18 North,Range 4 East of the 2nd Principal Meridian,Clay Township,
Hamilton County,Indiana described more particularly as follows:
Commencing at the Northeast Corner of said Section 23; thence North 89 degrees 15 minutes 40 seconds
West along the North line of the Northeast Quarter of said Section 23 a distance of 337.40 feet; thence
South 20 degrees 07 minutes 12 seconds West a distance of 149.74 feet to a point being the Southwest
intersection of the rights-of-way for 146th Street and River Road as described in Instrument No.
200100065741 in the Office of the Recorder of Hamilton County, Indiana; thence the following twelve
(12) courses along the westerly right-of-way of River Road per said Instrument No. 200100065741; (1)
South 20 degrees 07 minutes 21 seconds West a distance of 92.91 feet; (2) South 69 degrees 52 minutes
38 seconds East a distance of 16.50 feet; (3) South 00 degrees 07 minutes 41 seconds West a distance of
195.81 feet to a point on a non-tangent curve to the right having a radius of 688.98 feet, the radius point
which bears North 89 degrees 52 minutes 19 seconds West; (4) southerly along said curve a distance of
426.41 feet to a point which bears North 54 degrees 24 minutes 43 seconds West from said radius point;
(5) South 35 degrees 35 minutes 17 seconds West a distance of 313.27 feet; (6) North 69 degrees 52
minutes 38 seconds West a distance of 16.50 feet; (7) South 20 degrees 07 minutes 28 seconds West a
distance of 119.41 feet; (8) North 69 degrees 52 minutes 38 seconds West a distance of 16.50 feet to a
point on a non-tangent curve to the left having a radius of 1,574.80 feet, the radius point of which bears
South 54 degrees 49 minutes 01 seconds East; (9) southwesterly along said curve an arc distance of
367.82 feet to a point which bears South 68 degrees 11 minutes 57 seconds East from said radius point;
(10) South 21 degrees 48 minutes 03 seconds West a distance of 191.51 feet; (11) South 15 degrees 18
minutes 16 seconds East a distance of 82.28 feet; (12) South 68 degrees 12 minutes 11 seconds East a
distance of 16.50 feet to the physical centerline of River Road, thence the following seventeen (17)
courses along the physical centerline of River Road; (1) South 21 degrees 14 minutes 47 seconds West a
distance of 243.57 feet; (2) South 21 degrees 20 minutes 03 seconds West a distance of 151.74 feet; (3)
South 23 degrees 01 minutes 40 seconds West a distance of 99.76 feet; (4) South 24 degrees 29 minutes
46 seconds West a distance of 51.87 feet to a point on a non-tangent curve to the right having a radius of
397.42 feet, the radius point of which bears North 66 degrees 03 minutes 44 seconds West; (5)
southwesterly along said curve an arc distance of 191.02 feet to a point which bears North 38 degrees 31
minutes 23 seconds West from said radius point; (6) South 52 degrees 56 minutes 19 seconds West a
distance of 64.43 feet; (7) South 56 degrees 48 minutes 58 seconds West a distance of 84.84 feet; (8)
South 58 degrees 29 minutes 55 seconds West a distance of 204.22 feet; (9) South 59 degrees 38 minutes
13 seconds West a distance of 213.74 feet; (10) South 59 degrees 38 minutes 43 seconds West a distance
of 416.86 feet; (11) South 59 degrees 26 minutes 13 seconds West a distance of 210.95 feet; (12) South
59 degrees 08 minutes 15 seconds West a distance of 205.20 feet to a point on a non-tangent curve to the
left having a radius of 1,427.15 feet, the radius point of which bear South 29 degrees 09 minutes 29
seconds East; (13) southwesterly along said curve an arc distance of 338.21 feet to a point which bears
South 42 degrees 44 minutes 11 seconds East from said radius point; (14) South 47 degrees 13 minutes 52
seconds West a distance of 257.68 feet; (15) South 47 degrees 01 minutes 38 seconds West a distance of
316.41 feet: (16) South 46 degrees 58 minutes 46 seconds West a distance of 613.46 feet to a point on a
non-tangent curve to the left having a radius of 1,232.86 feet, the radius point of which bear South 43
degrees 01 minutes 14 seconds East; (17) southwesterly along said curve an arch distance of 153.00 feet
to a point which bears South 50 degrees 07 minutes 52 seconds East from said radius point; thence North
00 degrees 53 minutes 16 seconds West a distance of 78.51 feet to a point on a non-tangent curve to the
right having a radius of 1285.49 feet, the radius point of which bear South 47 degrees 28 minutes 47
seconds East; northeasterly along said curve an arch distance of 100.05 feet to a point which bears South
43 degrees 01 minutes 15 seconds East from said radius point; thence North 46 degrees 58 minutes 46
seconds East a distance of 613.46 feet to the North line of real estate described in Instrument No.
9609651829 in said Recorder's Office, marked by a 5/8" rebar with cap stamped "S & A Firm #0008"
(hereafter referred to as an S & A rebar); thence North 89 degrees 01 minutes 38 seconds East 10.50 feet
to the proposed right of way of River Road; thence North 47 degrees 01 minutes 38 seconds East 136.46
feet along said proposed right of way of River Road to the POINT OF BEGINNING of this description;
thence along the proposed easterly right of way line of extended Community Drive by the following
seven (7) courses: (1) North 87 degrees 58 minutes 22 seconds West 42.98 feet; (2) North 42 degrees 58
minutes 22 seconds West 75.56 feet to the point of curvature of a curve concave southwesterly,the radius
point of said curve being South 47 degrees 01 minutes 38 seconds West 87.00 feet from said point; (3)
northwesterly along said curve 11.94 feet to the point of tangency of said curve, the radius point of said
curve being South 39 degrees 09 minutes 41 seconds West 87.00 feet from said point; (4) North 52
degrees 31 minutes 17 seconds West 35.16 feet to a point on a curve concave northeasterly, the radius
point of said curve being North 38 degrees 04 minutes 30 seconds East 65.00 feet from said point; (5)
northwesterly along said curve 25.07 feet to the point of tangency of said curve, the radius point of said
curve being North 60 degrees 10 minutes 35 seconds East 65.00 feet from said point,said point also being
the point of curvature of a curve concave easterly, the radius point of said curve being North 60 degrees
10 minutes 35 seconds East 277.00 feet from said point; (6) northerly along said curve 144.18 feet to the
point of tangency of said curve, the radius point of said curve being North 90 degrees 00 minutes 00
seconds East 277.00 feet from said point; (7) North 00 degrees 00 minutes 00 seconds East 794.90 feet;
thence along the southeasterly right of way line of Community Drive as described in Instrument No.
2008-43636 in said Recorder's Office by the next four (4) courses: (1) continuing North 00 degrees 00
minutes 00 seconds East along said line, a distance of 3.45 feet; (2) North 02 degrees 36 minutes 32
seconds East 22.61 feet to the point of curvature of a curve concave southeasterly, the radius point of said
curve being South 87 degrees 23 minutes 28 seconds East 110.00 feet from said point; (3) northeasterly
along said curve 144.17 feet to the point of tangency of said curve, the radius point of said curve being
South 12 degrees 17 minutes 50 seconds East 110.00 feet from said point, said point also being the point
of curvature of a curve concave southerly, the radius point of said curve being South 12 degrees 17
minutes 47 seconds East 1,432.00 feet from said point; (4) easterly along said curve 307.33 feet to the
point of tangency of said curve, the radius point of said curve being South 00 degrees 00 minutes 00
seconds East 1,432.00 feet from said point; thence along the South right of way line of a proposed
boulevard by the next five (5) courses: 91) North 90 degrees 00 minutes 00 seconds East 806.14 feet to
the point of curvature of a curve concave southerly, the radius point of said curve being South 00 degrees
00 minutes 00 seconds East 332.00 feet from said point; (2) easterly along said curve 188.91 feet to the
point of tangency of said curve, the radius point of said curve being South 32 degrees 36 minutes 07
seconds West 332.00 feet from said point; (3) South 57 degrees 23 minutes 54 seconds East 95.35 feet to
the point of curvature of a curve concave southwesterly, the radius point of said curve being South 32
degrees 36 minutes 07 seconds West 182.00 feet from said point;(4)southeasterly along said curve 85.88
feet to the point of tangency of said curve, the radius point of said curve being South 59 degrees 38
minutes 13 seconds West 182.00 feet from said point; (5) South 30 degrees 21 minutes 47 seconds East
89.32 feet to the proposed northerly right of way of River Road; thence along the proposed northerly right
of way line of River Road by the next seven (7) courses: (1) South 59 degrees 38 minutes 13 seconds
West 74.14 feet; (2) South 59 degrees 38 minutes 43 seconds West 416.85 feet; (3) South 59 degrees 26
minutes 13 seconds West 211.12 feet; (4) South 59 degrees 08 minutes 16 seconds West 205.44 feet to
the point of curvature of a curve concave southeasterly, the radius point of said curve being South 28
degrees 45 minutes 36 seconds East 1,381.65 feet from said point; (5) southwesterly along said curve
347.77 feet to the point of tangency of said curve, the radius point of said curve being South 43 degrees
10 minutes 54 seconds East 1,381.65 feet from said point; (6) South 47 degrees 13 minutes 52 seconds
West 257.68 feet; (7) South 47 degrees 01 minutes 38 seconds West 172.45 feet to the place of beginning,
containing 25.224 acres, more or less, subject to all legal highways, rights-of-way, easements, and
restrictions of record.
DOCKET NO. TAC DATE RECEIVED:
For Department Use Only
�o� TECHNICAL ADVISORY COMMITTEE
o' s APPLICATION& PROCEDURES
1�l J ' ^Fee: $308.00
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Property Information
Tax Parcel ID*: 17-10-23-00-00-001.003 Area(acres): 14.945
Property Address: 0 146th Street
Zoning District: PUD Overlay District(If applicable):
Legal Description: (To be typewritten separately.)
*Please attach a separate list for projects with multiple parcels.
Attorney Information
Name: N/A
Address:
Phone: Fax:
Email Address:
Engineer Information
Name: David J. Stoeppelwerth - Stoeppelwerth &Associates, Inc.
Address: 7965 East 106th Street, Fishers, Indiana 46038
Phone: (317) 849-5935 Fax: (317) 849-5942
Email Address: brobinson @stoeppelwerth.com
Owner Information
Name: Falcon Nest II, LLC - Rajai Zumot
Address: 1356 Beverly Road, Suite 300, McLean, VA. 22101
Phone Day: Evening:
Email Address: rzumot @zumot.net
Project Description
After the Legacy PUD Ordinance passed in January 16,2007,
Please include a brief summary/history of the project:
construction started on the"Legacy"project. This is for continuing development of the project more specifically known as
"The Overlook at Legacy"located on the South side of 146th Street approximately 1 mile East of Hazel Dell Parkway.
Affidavit: I, hereby swear that I am the owner/contract purchaser of property involved in this application and that the foregoing signatures,statements
and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. I,the
undersigned, authorize the applicant to act on my behalf with r rd to this application and subsequent hearings and testimony.
' /3Signature of Owner: Date: Zz)l2
(Printed Name) Rajai Zumot
1 of 2
Filename: TAC only 2012,revised:12/28/2011