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HomeMy WebLinkAboutApplication Page 1 of 1 ..Q Holmes, Christine B From: Holmes, Christine B Sent: Friday, February 10, 2006 11:06 AM To: egiacoletti @schneidercorp.com'; Mast, Darren (dmast @carmel.in.gov); Brennan, Kevin S (kbrennan @carmel.in.gov); Ramona Hancock; Tingley, Connie S; Brewer, Scott I; Conn, Angelina V; DeVore, Laura B; Griffin, Matt L; Hollibaugh, Mike P; Holmes, Christine B; Keeling, Adrienne M; Littlejohn, David W; Mindham, Daren; Morrissey, Phyllis G Subject: Docket No. Assignment: (SP) Village of West Clay, Section 8002 Secondary Plat #06002008 SP) I have notified the petitioner, updated the file, and issued the necessary docket number for (SP) Village of West Clay, Section 8002. It is the following: Docket No. 0602008 SP: Village of West Clay, Section 8002 SP Application Fee: $802.00 $107 per lot x 11: $1,177.00 Total Fee: $1,979.00 Docket No. 0602008 SP: Village of West Clay, Section 8002 The applicant seeks to plat 11 lots on 4.535 acres. The site is located on Towne Road south of Glebe Street, and is zoned PUD. Filed by Edward Giacoletti of The Schneider Corp, for Brenwick TND Communities, LLC Petitioner, please note the following: 1. This item will be on the February 15, 2006 agenda of the Technical Advisory Committee (TAC). 2. Mailed and published public notice does not need to occur. 3. Proof of Notice is not needed. 4. The Filing Fee must be paid on or before February 15, 2006. Failure to do so will result in this application being tabled to the March 15, 2006, Technical Advisory Committee Meeting. 5. This item will be reviewed administratively. PETITIONER: refer to your instruction sheet for more detail. A review letter will be forthcoming. Mr. Giacoletti can be reached at 317.826.7100. Christine Barton Holmes Planning Administrator Carmel City Hall One Civic Square Carmel, IN 46032 (317) 571 -2425 2/10/2006 APPLICATION FOR SECONDARY PLAT OR REPLAT Fee: $772.50 $103 per Lot Date: 1 -30 -06 Docket 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 S -200, Carmel, IN 46032 Name of Subdivision: Village of West Clay Section 8002 Legal Description (To be typewritten on separate sheet and attached). Area (in acres) 4.535 Number of Lots: 11 Length of miles of new streets to be dedicated to public use: 0.16 Surveyor certifying plat: Edward D. Giacoletti Surveyor's address and phone The Schneider Corp., Historic Fort Harrison, 8901 Otis 826 -7100 Signature of Applica rinted) Kevin Krulik TITLE: Project Manager Brenwick Development Co., agent of Brenwick TND Communities, LLC STATE OF INDIANA SS County of A/d ,fi /71 Before me, the undersigned, a Notary Public for /44r244,'CksCounty, State of Indiana, personally appeared /4 /gee/ X and acknowledge the execution of the foregoing instrument this 3/ Day of ,J/j 't 20d.(p 5 M...1.4_/ Notary Public tlNrP 1‹ My Commission Expires: .G4-7 o7 n7 0 p' 5.1.10 Application for Secondary PI 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: Received by: N: \1238 8002 \docs \SECONDARY PLAT.doc Legal Description: Village of WestClay Section 8002 A part of the Southwest Quarter of Section 28, Township 18 North, Range 3 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning at the Southwest comer of said Quarter; thence North 00 degrees 11 minutes 59 seconds West 973.94 feet; thence North 89 degrees 51 minutes 51 seconds East 88.71 feet; thence South 00 degrees 08 minutes 09 seconds East 133.00 feet; thence North 89 degrees 51 minutes 51 seconds East 135.00 feet to the northwest comer of the Village of WestClay Section 7501 -C, the Secondary Plat of which is recorded as Instrument Number 200100016123, Plat Cabinet 2, Slide 576 in the Office of the Recorder of said County; thence South 00 degrees 08 minutes 09- seconds East along the westerly boundary of said Section 7501 -C and along the westerly boundary of the Village of WestClay Section 7501 -B, the Secondary Plat of which is recorded as Instrument Number 200000007118, Plat Cabinet 2, Slide 402 in the Office of said Recorder and along the westerly boundary of the Village of WestClay Section 7501 -A, the Replat of which is recorded as Instrument Number 200100050870, Plat Cabinet 2, Slide 641 in said Office 748.53 feet; (the following two courses are along the boundary of said Section 7501 -A) (1) thence South 89 degrees 51 minutes 51 seconds West 17.42 feet; (2) thence South 00 degrees 08 minutes 09 seconds East 90.15 feet to the south line of said quarter; thence South 89 degrees 14 minutes 42 seconds West along said south line 205.22 feet to the Point of Beginning. Containing 4.535 acres, more or less. N:\1238\8002\docs\8002_description.doc 06/28/01 kdk Revised: 1/29/06 dcc SUBDIVIDER AGREEMENT FORM Project: Village of WestClay Section 8002 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 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 of existing contiguous Hamilton County Roads which are substandard, with Hamilton County is: None 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. LOPER Kevin Krulik Project Manager Brenwick Development Co. agent of Brenwick TND Communities, LLC WITNE randon Burke, P.E. Project Manager The Schneider Corporation January 30, 2006 DATE N: \1238 \8002 \docs \subdivider.doc VILLAGE OF WEST CLAY -8002 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: An 8" water main will be extended from it's current location at one point along the perimeter of the site within existing section 8501 of the Village of West Clay at Glebe Street and Towne Road, connecting to an existing 12" watermain. The new 8" main will be stubbed to a dead end at the south property line. 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 Springmill Road. Two additional lift stations are proposed within the Village of WestClay 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 126 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 Section 8002 will utilize previously constructed sanitary mains located in the rear alleys built with Sections 7501 -B and 7501 -C. Some sanitary laterals will have to be adjusted. 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 WestClay. 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 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 WestClay. 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 \8002\docs \s ewreprt. doc Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126 Street West of Towne Road. The proposed Section 8002 will utilize existing storm sewer constructed with Section 7501 and also storm sewer just beginning construction with the Towne Road improvement project. Some of the watershed will route water to Elliot Creek while the Towne Rd watershed will be directed to the West into the JW Brendle drain. 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:\ 1238 \8002 \docs\sewreprt.doc The Schneider Corporation S chneider 12821 E New Market Street, Suite 100 Carmel, IN 46032 -7258 Phone: 317.569.8112 Fax: 317.826.6410 INDIANA January 30, 2006 Corporate Headquarters ry Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Matt Griffin Phone: 317.826.7100 Department of Community Services Toll -Free: 866.973.7100 One Civic Square Fax: 317.826.7200 Carmel, IN 46032 Lafayette Office 3725 Rome Drive Park 26 RE: VILLAGE OF WESTCLAY, SECTION 8002 Lafayette, IN 47905 Phone: 765.448.6661 Fax: 765.448.6665 Dear Matt, Carmel Office Please find enclosed the following materials related to the above referenced project: 12821 E New Market Street Suite 100 1. 2 sets of the Secondary Plat and Site Construction Plans Carmel, IN 46032 Phone: 317.569.8112 2. Secondary Plat Application Fax: 317.826.6410 3. Land Description 4. Subdivider Agreement Avon Office 5. Sewer Report Building 1000 6. Copies of letters to TAC members 5250 E US Highway 36 Suite 250 Avon, IN 46123 The above referenced materials are for your review and suggestions with respect to Phone: 317.745.9926 Secondary Platting. It is my understanding that this matter will be on the agenda of the Fax: 317.745.9973 February 15, 2006 Technical Advisory Committee meeting. In the interim, if you should have Merrillville Office any questions, or are in need of additional information, please feel free to contact me at your 9800 Connecticut Drive convenience. Suite B1 -508 Merrillville, IN 46307 Sincerely, Phone: 219.644.3692 Fax: 219.644.3682 THE SCHNEIDER CORPORATION NORTH CAROLINA Charlotte Office 7 t 2151 Hawkins Street Suite 201 Brandon T. Burke, P.E. Charlotte, NC 28203 Project Manager Phone: 704.333.8360 Fax: 704.333.8362 Enclosure IOWA ProMap Office 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 N:\ 1238 \8002 \docs \Griffin013006.doc www.schneidercorp.com