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Home My WebLink AboutApplication Page 1 of 1 u u Holmes, Christine B -:"~~~'==::~""~~.'~~T""OC""~.~~~,,,,,~,,--,,= From: Holmes, Christine B Sent: Thursday, June 08,200610:47 AM To: Mast, Darren (dmast@carmelin.gov); Brennan, Kevin S (kbrennan@carmel.in.gov); Weddington, Trudy A.; Blanchard, Jim E; Brewer, Scott I; Conn, Angelina V; DeVore, Laura B; Dolan, Veronica A; Griffin, Matt L; Hancock, Ramona B; Hohlt, William G; Hollibaugh, Mike P; Holmes, Christine B; Keeling, Adrienne M; Lillard, Sarah N; Littlejohn, David W; Mindham, Daren; Ochs, James A; Ryg, Karyn; Schriner, Adam J, Stewart, Lisa M; Tingley, Conn ie S Cc: 'Brandon Burke' Subject: Docket No. Assignment: (TAC) Moultrie Street (#06060003 TAC) I have notified the petitioner, updated the file, and issued the necessary docket number for (TAG) Moultrie Street It is the following: - Docket No. 06060003 TAC: Moultrie Street The applicant seeks to construct a 315-foot length of street, to be named Moultrie Street, connecting 13151 Street to future commercial development within the Village of West Clay. The site is located south of 131 sl Street and is zoned PUD. Filed by Brandon Burke of The Schneider Corporation for Brenwick Development Co. Petitioner, please note the following: 1. This item will be on the June 21,2006, 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. This item will be reviewed administratively. PETITIONER; refer to your instruction sheet for more detail. Mr. Burke can be contacted at 317.826.6401 (fax: 317.826.6410). Christine Barton-Holmes Planning Administrator Carmel City Hall One Civic Square Carmel, IN 46032 (317) 571-2425 6/8/2006 u u DOCKET NO. TAC DATE RECEIVED: For Department Use Only Department of Community Services TECHNICAL ADVISORY COMMITTEE APPLICATION & PROCEDURES Fee: $267.00 Property Information .""""............... 011....,................. . III........ D...... ......... a.... ...... D iii.... D D a II 0.. oa- II....... a........... ParceIID*: 17-09-29-00-00-012.001 Area (acres): 0.36 Property Address: Towne Road and 131st 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: Address: Phone: Email Address: ..... a. aD D... ..... ...... ... ......0. ... ........ ........................ ............. Fax: Engineerlnfornnation ................................................................................ Name: The Schneider Corporation Address: 12821 East New Market Street, Suite 301, Carmel, IN 46032 Phone: 317-826-6401 Fax: 317-826-6410 Email Address:bburke@schneidercorp.com Owner Information ..... D . ................................................................................. " . III.,......... . .....,........ ................ ....... N Brenwick Development Co. ame: Address: 12821 E. New Market Street, Suite 200, Carmel, IN 46032 Phone Day: 317-574-3400 Email Address:andyk@brenwick.com Evening: Project Description .. .. .. .. . .. .. . .. . . 0 . . .. .. oil .. . . . . . . . . .. . . . . . . . .. .. .. .. .. .. II . a a . G .. .. .. . .. .. It a a .. .. .. .. . .. .. .. .. . .. " .. . . .... .. .. .. .. .. .. . . .. Please include a brief summary/history of the project: Moultrie Street project will include approximately 315 ft of street construction from 131st Street south into the Village of WestClay Section 6003. Moultrie Street will serve as future access points for future commercial sites within Section 6003. 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 regard to this application and subsequent hearings and testimony. SignaIU"Ofowne'.~~ ~ ~ Dale; t,!{./Ob (Printed Name) ~~ 1 of 2 S:\FORMS\PC Applications - current\TAC only 2006.doc revised: 01/06/2006 u u City of Carmel Technical Advisory Committee Application for TAC Review -Instruction Sheet 1. Allow plenty of time for the Department of Community Services (DOCS) staff review and the Technical Advisory Committee (TAC) review process (approximately 30-45 days). 2. INFORMATION NEEDED for formal DOCS staff and TAC review: a. One original and one copy of the completed T AC review application with Legal Description attached. b. Two copies of location map showing location of site in question, zoning and existing land use of all adjacent properties. c. Two copies of all plans drawn to scale with all dimensions and depicting all existing and proposed structures, elevations, landscaping, drainage, lighting, signage and any other supporting documentation to fully understand the proposal. 3. After DOCS staff review the petitioner will be notified of the Docket Number, Meeting Date, Fees and any outstanding information needed to process the application. 4. Filing Deadline: A complete application package of the above-referenced information must be submitted to DOCS and to the TAC Members (list attached) at least 15 days prior to the meeting date. The determination of a complete application submittal is at Staff discretion. 5. Filing Fee: The filing fee, as determined by staff, must be paid at least 12 days prior to the meeting date. Failure to pay the filing fee by this time will result in the item being held off the T AC agenda. 6. The property owner, property owner's attorney, or someone with the property owner's Power of Attorney must be present at the Carmel Technical Advisory Committee meeting. 7. Generally, applications are acted upon by the Committee in one meeting. However, TAC, at its discretion may table an item at any time. 8. The Technical Advisory Committee generally meets the Third Wednesday of each month at 9:00 am in the DOCS Conference Room, City Hall- Third Floor, One Civic Square, Carmel, IN 46032. Agendas are sent to petitioners in advance of the meeting. 20f2 S:\FORMS\PC Applications - currenl\TAC only 2006.doc revised: 01f06/2006 ~., 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 Merrillville Office 9800 Connecticut Drive Suite 81508 Merrillville, IN 46307 Phone: 219.6443692 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 u The Schneider Corporation 12821 E New Market Street, Suite 100 Carmel, IN 46032-7258 Phone: 317.569.8112 Fax: 317.826.6410 June 5, 2006 Matt Griffin Department of Community Services One Civic Square Carmel, IN 46032 RE: VILLAGE OF WESTCLAY, MOULTRIE STREET Dear Matt, Please find enclosed the following materials related to the above referenced project: 1 . 2 sets of the Site Construction Plans 2. TAC Application 3. Land Description IN.t>.) 4. Sewer Service Report 5. Copies of letters to TAC members The above referenced materials are for your review and suggestions with respect to T AC. It is my understanding that this matter will be on the agenda of the June 21,2006 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 ~6--- Brandon T. Burke, P.E. Project Manager Enclosure N:\ 1238\6003 \docs\Moultric\GrilTi n060506.doc ww~.sc~hl1~eii:lercorp.com u u VILLAGE OF WEST CLAY -MOULTRIE STREET Report on Water Distribution, Sanitary Sewer and Storm Sewer System 1. Water Distribution The potable water to the site will be provided by the City of Carmel Water. Connection onto the existing main will be made at the following location: . Currently, there are no plans to extend a watennain along Moultrie Street. Approval for the extension of water mains will be required from the Indiana Department of Envirolilllental Management, and all mains \-viII be designed and installed in accordance with the Indianapolis Water rules and regulations. 2. Sanitary Sewer Sanitary sewer effluent for the site will be accepted by the Clay TO'MlShip 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 scrve areaswbich cannot be served by gravity sewers. One will be placed within the common area located along Hoover Road, South of the Claridge Fann entrance. It will serve the Southern third of the proj eet, 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 CTR WD'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 Tov.rne Road. Moultrie Street will extend an 8" sanitary main west from Pettigm Drive along tbe south side of 131.;t 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: iii Elliot Creek; which traverses the site along the Northern third, then crosses 131'1 Street and leaves the site just East of the existing 8.5 acre lake on the Perez parcel. III Claridge Farms Legal Drain; whieh 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. II Clay Creek; Which traverses the site along the Southern third, then crosses Hoover Road near the proposed common area South of Claridge Fam1 entrance. Iil Brendle Legal Drain; whieh flows along the site's Western boundary, then crossed 1261h Street West of Towne Road. N:\ 12 3 8\600 3\docs IMoultrie\sewreprt .doc w u Moultrie Street will require extending storm sewer to drain the street extension. It will utilize existing storm sewer buill with Pettigru Drive. Drainage is consistent with the Village of West Clay Master Plan for Section 600 I. It is the intent that all main storm sewer lines and all lines intercOlmecting 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 homeo\V11er'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-orris created. N:\ 1238\6003\docs\Mou\trie\~cwrcprtdoc