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Home My WebLink AboutApplication u Q APPLICA nON FOR SECONDARY PLAT OR REPLA T Fee: $772.50 + $103 per Lot Date: 01-30-06 Docket #: DlI0200 l~ SP .,f\lpla;t The undersigned agrees that any construction, reconstruction, enlargement, relocation of 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: Brenwick TND Communites, LLC Phone # (317) 574-3400 Address of Applicant: 12821 E. New Market Street 5-200, Carmel, IN 46032 Name of Subdivision: Village of West Clay - City Homes Legal Description (To be typewritten on separate sheet and attached). Area (in acres) 1.14 Number of Lots: 6 Length of miles of new streets to be dedicated to public use: 0 Surveyor certifying plat: Edward D. Giacoletti Surveyor's address and phone#: The Schneider Corp., Historic Fort Harrison, 8901 Otis Avenue, Indiana olis, IN, 46216 826-7100 Signature of Applicant: (Printed) Kevin Krulik TITLE: Project Manager - Brenwick Development Co., agent of Brenwick TND Communities, LLC ****************************************************************************************************************************************** STATE OF INDIANA AI SS County of 4 m" II () n I Before me, the undersigned, a Notary Public for /J.,n!,..,{ Ys County, State of Indiana, personally appeared ~ 1/ t' '" ,t/N.' t,. K and acknowledge the execution of the foregoing instrument this 3 I Day of ':IlL VI 200t.t >n~ m. W Notary Public m I.. ",,' em. U rtl" k My Commission Expires: 'm~ l~, J~tJ 7 5.1.10 Aoolication 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 by applicant. Fee:~ '10 .00 N:\ 1238\040\docs\CityHomes\SECONDARY PLA T.doc Received by: 'o'ou~~~ xr.J\h'dercorf- ~ w Q Land Description - City Homes A part of Block "E" of the Village of West Clay, Section 3001-A, Village Center, Part 2, the Secondary Plat of which is Recorded as Instrument Number 199909969687, Plat Cabinet 2, Slide 363, in the Office of the Recorder, Hamilton County, Indiana, located in the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the southwest corner of said Block "E", thence South 89 degrees 51 minutes 51 seconds West a distance of 112.68 feet to the Point of Beginning, thence North 00 degrees 08 minutes 09 seconds West a distance of75.67 feet; thence North 89 degrees 51 minutes 51 seconds East a distance of 20.50 feet; thence North 00 degrees 08 minutes 09 seconds West a distance of50.33 feet; thence North 89 degrees 51 minutes 39 seconds East a distance of63.27 to a tangent curve to the left having a radius of 90.00 feet that radius point of which bears North 00 degrees 08 minutes 21 seconds West; thence northeasterly along said curve an arc distance of 141.15 feet to a point which bears North 90 degrees 00 minutes 00 seconds East from said radius point; thence North 00 degrees 00 minutes 00 seconds West a distance of 51.06 feet; thence North 90 degrees 00 minutes 00 seconds East a distance of 128.12 feet to a point along the eastern line of said Block "E"; thence South 00 degrees 08 minutes 09 seconds along said line a distance of 135.69 feet to a tangent curve to the right having a radius of25.00 feet that radius point of which bears South 89 degrees 51 minutes 51 seconds West; thence southwesterly along said curve an arc distance of 19.63 feet to a point which bears South 45 degrees 08 minutes 09 seconds East from said radius point; thence South 44 degrees 51 minutes 51 seconds West a distance of 149.70 feet to a tangent curve to the right having a radius of 25.00 feet that radius point of which bears North 45 degrees 08 minutes 09 seconds West; thence southwesterly along said curve an arc distance of 19.63 feet to a point which bears South 00 degrees 08 minutes 09 seconds East from said radius point; thence South 89 degrees 51 minutes 51 seconds West to the Point of Beginning, containing 1.14 acres, more or less. N:\1238\040\dwgs\City Homes\Docs\LandDesc City Homes.doc Dcc 1/31/06 Tania Ball Page 1 N:\1238\040\docs\CityHomes\LandDesc City Homes.doc 1/31/2006 o o SUBDIVIDER AGREEMENT FORM Project: Village of WestClay City Homes 9.6 THE SUBDIVIDER The following agreement shall be included as a submittal with the final plot 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 created, subsequent to the completion grading by individual builders, or accomplished by individual homeowners. shall not, however, include problems which are of the subdivision improvements by the improper structures and improper grading installed or 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 l}{PRO~NTS: The typical agreement of existing contiguous Hamilton County Roads which are substandard, with Hamilton County is: None The developer will put in l2-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 asphal t 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. ~/ ~ --....... - --- - _in ~ii:k ~ ~6~ WITNESS Brandon Burke, P. E . Project Manager The Schneider Corporation Project Manager Brenwick Development Co. agent of Brenwick TND Communities, LLC January 30, 2006 DATE N:\1238\040\docs\CityHomes\subdivider.doc Q u VILLAGE OF WEST CLAY - City Homes Report on Water Distribution, Sanitary Sewer and Storm Sewer System 1. Water Distribution The potable water to the site will be provided by the Indianapolis Water Company. Connection onto the existing main will be made at the following location: . The City Homes will connect water laterals to the existing watermain located on the north and west side of Rhettsbury Street. Approval for the extension of water mains will be required from the Indiana Department of Environmental Management, and all mains will be designed and installed in accordance with the Indianapolis Water Company rules and regulations. 2. Sanitary Sewer Sanitary sewer effluent for the site will be accepted by the Clay Township Regional Waste District (CTRWD). A lift station is proposed along the Eastern boundary of the site which will pump effluent via a force main into the existing 18" interceptor located in Springrnill Road. Two additional lift stations are proposed within the Village of West Clay to serve areas which cannot be served by gravity sewers. One will be placed within the common area located along Hoover Road, South of the Claridge Farm entrance. It will serve the Southern third of the project, and will pump North into the gravity system described above. The station is temporary in nature, and will be taken off line upon extension of the interceptor proposed to the South and East shown in the CTRWD's master plan. The second station is also temporary, and is located along the project's Westernmost boundary near 126th Street. The station will also pump to the gravity sewers to the East, and it serves the portion of the project located West of Towne Road. Proposed City Homes will extend an 8" sanitary main from the existing 8" sanitary main constructed with the Sterkz Building project in Village of West Clay Section 3001 Block "E". The connection point is northeast of Meeting House Rd and Rhettsbury Street. Approvals for the design and construction of the sanitary sewers must also be obtained, from CTRWD, it's consultant and from the Indiana Department of Environmental Management. 3. Storm Sewer The surface runoff on the site will be conveyed by a system of swales and pipes to a network of retention lakes within the Village of West Clay. In accordance with the requirements of the Hamilton County Surveyor's requirements, the retention lakes will provide storm water management control in order to restrict the discharge rates onto the site's various outfall points. The discharge points for the site are as follows: . Elliot Creek; which traverses the site along the Northern third, then crosses 131 st Street and leaves the site just East of the existing 8.5 acre lake on the Perez parcel. . Claridge Farms Legal Drain; which was sized per the County Surveyor's calculations, to accept a 146 acre drainage area that lies within the boundary of the Village of West Clay. Connection onto the Claridge Farm drain will be made at an existing 36" concrete pipe just South of the existing mound bordering the Perez property, and will address drainage problems evident at that location. . Clay Creek; Which traverses the site along the Southern third, then crosses Hoover Road near the proposed common area South of Claridge Farm entrance. N:\1238\040\docs\CityHomes\sewreprt.doc v w . Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of Towne Road. The proposed City Homes will construct new storm sewer extending from existing storm sewers built with Section 3001 and in the proposed plans for the Regency Building. This water will discharge into the overall existing pond network constructed with Sections 3001 and 3004. Overall discharge for the watershed will be to Elliot Creek. It is the intent that all main storm sewer lines and all lines interconnecting lakes and serving as outlet points be petitioned to be accepted by the County Surveyor as regulated drains. A limited portion of the storm sewers that serve to drain rear and side yards may remain within the maintenance jurisdiction of the project's homeowner's association; however, most storm sewers and all retention lakes will be maintained by the County Surveyor. Subsurface drains, or pavement base drains, are proposed to be installed under the street curbs, in order to provide an outlet point to home sump pumps, and in order to intercept groundwater seepage before reaching and compromising the pavement stability. 4. Erosion Control During all phases of the construction the Site General Contractor and all Subcontractors shall exercise measures to prevent the erosion of soils due to the action of water and wind. All erosion and sediment control measures shall be implemented prior to earth moving activities. Sediment in run-off water shall be trapped by the use of such methods as debris basins, siltation sumps and silt fences until the disturbed area is stabilized. These shall be in place before any land alterations/grading. Trapping devices shall be periodically inspected during dry periods and after each rainfall event by the Site Contractor. Trapping devices shall be replaced if determined to be incapable of performing intended function of sediment trapping. The Contractor shall have available on the construction site a water source capable of applying water to dry exposed soil in order to prevent wind erosion. The application rate and manner shall be such that soil moisture is attained and no surface run-off is created. N :\1 238\040\docs\CityHomes\sewreprt.doc ~~ Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.826.7100 Toll-Free: 866.973.7100 Fax: 317.826.7200 Lafayette Office 3725 Rome Drive Park 26 Lafayette, IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Carmel Office 12821 E New Market Street Suite 100 Carmel, IN 46032 Phone: 317.569.8112 Fax: 317.826.6410 Avon OffIce Building 1000 5250 E US Highway 36 Suite 250 Avon, IN 46123 Phone: 317.745.9926 Fax: 317.745.9973 Merrlllvllle Office 9800 Connecticut Drive Suite Bl-508 Merrillville, IN 46307 Phone: 219.644.3692 Fax: 219.644.3682 NORTH CAROLINA Charlotte Office 2151 Hawkins Street Suite 201 Charlotte, NC 28203 Phone: 704.333.8360 Fax: 704.333.8362 IOWA ProMap OffIce 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 U Q The Schneider Corporation 12821 E New Market Street, Suite 100 Carmel, IN 46032-7258 Phone: 317.569.8112 Fax: 317.826.6410 January 30, 2006 Matt Griffin Department of Community Services One Civic Square Carmel, IN 46032 RE: VilLAGE OF WESTCLAY, CITY HOMES Dear Matt, Please find enclosed the following materials related to the above referenced project: 1 . 2 sets of the Secondary Plat and Site Construction Plans 2. Secondary Plat Application 3. land Description 4. Subdivider Agreement 5. Sewer Report 6. Copies of letters to TAC members The above referenced materials are for your review and suggestions with respect to Secondary Platting. It is my understanding that this matter will be on the agenda of the February 15, 2006 Technical Advisory Committee meeting. In the interim, if you should have any questions, or are in need of additional information, please feel free to contact me at your convenience. Sincerely, THE SCHNEIDER CORPORATION ~ ~~~ Brandon T. Burke, P.E. Project Manager Enclosure N:\1238\040\docs\CityHomes\GriffmO 13006.doc www.schneidercorp.com