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Home My WebLink AboutApplication w u Page 1 of 1 Holmes, Christine B Holmes, Christine B Friday, February 10, 20064:03 PM '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 V02-B Secondary Plat (#06002011 SP) From: Sent: To: I have notified the petitioner, updated the file, and issued the necessary docket number for (SP) Village of West Clay, Section V02-B. It is the following: Docket No. 0602011 SP: Villa SP A lication Fee: $107 erlotx21: Total Fee: e of West Clay, Section V02-B $802.00 $2,247.00 $3 049.00 Docket No. 0602011 SP: Village of West Clay, Section V02-B The applicant seeks to plat 21 lots on 16.22 acres. The site is located adjacent to Bird Cage Walk and Rhettsbury 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 (j) o APPLICATION FOR SECONDARY PLAT OR REPLAT Fee: $772.50 + $103 ner Lot Date: 01-30-06 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 V02-B Legal Description (To be typewritten on separate sheet and attached). Area (in acres) 16.22 Number of Lots: 21 Length of miles of new streets to be dedicated to public use: 0.389 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 SS County of Alii m I ' I f 0 VI , Before me, the undersigned, a Notary Public for .tI....r Itl ",,-c Jf!> County, State of Indiana, personally appeared Kt> I). '14 "t;.~ /, /( and acknowledge the execution of the foregoing instrument this 31 Day of J 4. h 200t{, '-n1 h ~ ml ),,-~~ Notary Public rn ( f'i (' m. U... , 'c I<.. ~y Commission Expires: "mOAt ;( Y, ;;? () () 7 &.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: $ Received by: N:\ 1238\vO02\docs\SECONDARY PLAT .doc Q o lAND DESCRIPTION VilLAGE OF WEST ClA V, SECTION V02B A part of the Northwest Quarter of Section 33, part of the Southwest Quarter and the Southeast Quarter of Section 28 all being in Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana described as follows: Beginning at the Northeast corner of said Northwest Quarter being the northeast corner of Village of West Clay, Replat of Provost Park as recorded in Instrument #200100015166, Plat Cabinet 2, page 574 in the Office of the Recorder of Hamilton County, Indiana; thence the next 7 courses being along the north and east lines of said Village of West Clay, Replat of Provost Park; 1) South 87 degrees 01 minutes 41 seconds West a distance of 84.72 feet; 2) South 46 degrees 41 minutes 38 seconds West a distance of 139.62 feet; 3) North 88 degrees 18 minutes 22 seconds West a distance of 299.55 feet; 4) North 43 degrees 18 minutes 22 seconds West a distance of 153.76 feet; 5) North 09 degrees 30 minutes 30 seconds East a distance of 119.92 feet; 6) North 40 degrees 07 minutes 12 seconds West a distance of 199.18 feet; 7) North 23 degrees 46 minutes 13 seconds East a distance of 66.74 feet to a point on the south line of Village of West Clay, Section 3001-A, Village Center, Part 2 as recorded in Instrument #199909969687, Plat Cabinet 2, page 363, point also being on a non tangent curve to the left having a radius of 120.97 feet, the radius point of which bears North 22 degrees 06 minutes 41 seconds East; thence the next 6 courses being along the southern lines of said Village of West Clay, Section 3001-A, Village Center, Part 2; 1) southeasterly along said curve an arc distance of 6.14 feet to a point which bears South 19 degrees 12 minutes 19 seconds West from said radius point; 2) North 19 degrees 12 minutes 19 seconds East a distance of 50.00 feet to a point on a non tangent curve to the right having a radius of 70.97 feet, the radius point of which bears North 19 degrees 12 minutes 19 seconds East; 3) northwesterly along said curve an arc distance of 5.16 feet to a point which bears South 23 degrees 22 minutes 27 seconds West from said radius point; 4) North 44 degrees 51 minutes 51 seconds East a distance of 132.08 feet to a point on a non tangent curve to the right having a radius of 70.97 feet, the radius point of which bears South 66 degrees 21 minutes 15 seconds West; 5) southerly along said curve an arc distance of 5.16 feet to a point which bears North 70 degrees 31 minutes 23 seconds East from said radius point; 6) North 70 degrees 31 minutes 23 seconds East a distance of 50.00 feet to the southwestern corner of Village of West Clay, Section 3004, Village Center, Part 1 as recorded in Instrument #199909965089, Plat Cabinet 2, page 345 in said Recorder's Office, point being on a non tangent curve to the right having a radius of 120.97 feet, the radius point of which bears South 70 degrees 31 minutes 23 seconds West; thence the next 7 courses being along the southern lines of said Village of West Clay, Section 3004, Village Center, Part 1; 1) southerly along said curve an arc distance of 1.59 feet to a point which bears North 71 degrees 16 minutes 32 seconds East from said radius point; o o 2) North 69 degrees 37 minutes 04 seconds East a distance of 66.74 feet; 3) South 46 degrees 29 minutes 32 seconds East a distance of 339.40 feet; to a point on a non tangent curve to the right having a radius of 725.00 feet, the radius point of which bears South 36 degrees 32 minutes 43 seconds East; 4) northeasterly along said curve an arc distance of 85.60 feet to a point which bears North 29 degrees 46 minutes 49 seconds West from said radius point; 5) North 19 degrees 50 minutes 00 seconds West a distance of 352.19 feet; 6) North 21 degrees 30 minutes 37 seconds East a distance of 126.27 feet; 7) North 83 degrees 00 minutes 19 seconds East a distance of 107.19 feet; thence South 16 degrees 56 minutes 56 seconds East a distance of 15.71 feet; thence North 73 degrees 03 minutes 04 seconds East a distance of 50.00 feet; thence North 16 degrees 56 minutes 56 seconds West a distance of 4.98 feet; thence North 85 degrees 28 minutes 58 seconds East a distance of 164.48 feet; thence South 14 degrees 07 minutes 56 seconds East a distance of 193.31 feet; thence North 74 degrees 05 minutes 55 seconds East a distance of 101.18 feet to the western line of Village of West Clay, Section 12001, as recorded in Instrument #199909971385, Plat Cabinet 2, page 369 in said Recorder's Office; thence the next 3 courses along the western lines of said Village of West Clay, Section 12001; 1) South 11 degrees 24 minutes 33 seconds East a distance of 341.74 feet; 2) South 86 degrees 38 minutes 18 seconds East a distance of 228.52 feet; 3) South 28 degrees 52 minutes 18 seconds East a distance of 345.79 feet to the south line of the Southeast Quarter of said Section 28; thence South 89 degrees 23 minutes 24 seconds West along said south line a distance of 723.09 feet to the Point of Beginning, containing 16.22 acres, more or less. N:\1238\v002\docs\LANDDESC.doc Jim Fisher Page 2 1/30/2006 o o SUBDIVIDER AGREEMENT FORM Project: Village of WestClay Section V02-B 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 I~RO~NTS: 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 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. WITNE~n Bur: ~"', Project Manager The Schneider Corporation ~~'~_ LOPER Kevin Krulik Project Manager Brenwick Development Co. agent of Brenwick TND Communities, LLC January 30, 2006 DATE N:\1238\v002\docs\subdivider.doc o o VILLAGE OF WEST CLAY - V02-B Report on Water Distribution, Sanitary Sewer and Stonn 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 3001 of the Village of West Clay at Rhettsbury Street and Bird Cage Walk, connecting to an existing 8" watennain. There will also be a connection to an existing 8" watennain in Section V02-A at Parson's Gate. 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 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 Section V02-B will connect to an existing 8" sanitary main in Section V02-A at Parson's Gate intersection. 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 stonn 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\vOO2\docs\sewreprt.doc o o . Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of Towne Road. The proposed Section V02-B will construct new storm sewer that will discharge into existing ponds constructed in 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: \123 8\vO02\docs\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 o 0 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, SECTION V02-B 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\vOO2\docs\GriffmO 13006.doc www.schneidercorp.com