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Home My WebLink AboutApplication Page 1 of 1 Holmes, Christine B From: Holmes, Christine B Tuesday, April 04, 2006 3:12 PM 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 Cc: 'Brandon Burke' Subject: Docket No. Assignment: (TAC) Platinum Building at the Village of West Clay (06040004 TAC) Sent: To: I have issued the necessary Docket Number for (TAC) Platinum Building at the Village of West Clay It is as follows: Docket No. 06040004 TAC: Platinum Building at the Village of West Clay TAC Application Fee: Total Fee: $267.00 $267.00 Docket No. 06040004 TAC: Platinum Building atthe Village of West Clay The applicant seeks to construct a 2 story, 4,000-square foot office and retail building, The site is located on the north side of Rhettsbury Street, east of Meeting House Road, and is zoned PUD, Filed by Brandon Burke of Schneider Corporation for the Platinum Group, LLC Petitioner, please note the following: 1. This item will be on the April 19, 2006, agenda of the Technical Advisory Committee (TAC). 2 Filing fee is due on or before April 19, 2006 Failure to pay this fee at this time will result in this item being continued to the May 17th, 2006 TAC meeting, 3. Project information must be delivered to all TAC members two weeks prior to meeting date. 4. This item is subject to administrative review only. Department of Community Service's Initial Review Comments: 1. Please provide building elevations. Note that HVAC must be fully screened. Elevations should indicate location of the HVAC and its method of screening. Please also provide details on the dumpster enclosure structure and location. 2. Please add the docket number (06030007 TAC) on all future plans and correspondence. PETITIONER: The comments above specify the Department of Community Service's (DOCS) comments and concerns. There will be no other review letter from DOCS issued prior to the TAC meeting. Please wait to submit revised materials until after the Technical Advisory Committee (TAC) has met on this application. The resubmitted materials should include edits addressing the above comments along with any requirements that arise from the TAC meeting. Additional comments may be made after the requested revisions have been submitted Mr. Burke can be contacted at 317.569.8112 or fax 317.826.6410. Thanks. Christine Barton-Holmes Planning Administrator Carmel City Hall One Civic Square Carmel, IN 46032 (317) 571-2425 4/4/2006 u u DOCKET NO. TAC DATE RECEIVED: For Department Use Only Department of Community Services TECHNICAL ADVISORY COMMITTEE APPLlCA TION & PROCEDURES Fee: $267.00 Propelty' Information . .. .. .. 11II ,. ,. .. . .. " . . .. .. .. .. II .. . .. .. .. .. .. .. .. .. . .. .. . .. .. .. .. . .. .. .. ,. . .. III III III .. ~ .. .. .. .. . .. .. .. '. . .. ,. . .. .. . .. .. .. .. .. .. .. . .. .. ... .. .. . .. ParceIID*: 17-09-28-00-07-002.000 Area (acres): 0.107 Property Address: West New Market 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: ................. ............................. III.... to.... II .... ........ III.. .................. ....................... Address: Phone: Email Address: Fax: Engineerlnfornnation .a............................................................................. N The Schneider Corporation ame: 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.... D.... ~.... ""...... II'.... D" \II" .... II.... ........... D""" ................. .......... ........ .............. N Platinum Group, LLC ame: Address: P.O. Box 3038, Carmel, IN 46032 Phone Day; 317-432-1484 Email Address:mark@thebaldwinbrothers.com Evening: Project Description .. .. . .. .. .. .. .. .. . .. .. .. .. . .. .. .. .. .. .. . .. ,. .. .. .. .. .. .. .. lit . .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. D . Please include a brief summary/history of the project: Platinum Building is located within the Village of WestClay Village Center Part II, 3001-A Block "F". This building will be a two story building consisting of approx. 2,000 sq ft office space on the first and second floor. 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, autho . e the applican act on my behalf with regard to this application and subsequenthearings and testimony. Date: '1-3 ~Ob Signature of Owner: (Printed Name) tTMoLf) 1f1V'{)IZ.(;W.~ 1 of2 S:\FORMSIPC Applications - current\TAC only 2006.doc revised: 01/06/2006 u - u LAND DESCRIPTION Village of WestClay Section 3001-A Block "F" Platinum Building A part of the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the Southeast corner of Block "F" in the Village of West Clay, The Village Center, Part 2, Section 3001-A as recorded in Plat Cabinet 2, Slide 363 in the Office of the Recorder in Hamilton County, Indiana; thence South 89 degrees 51 minutes 51 seconds West along said south line a distance of 93.62 feet to a point being on a curve to the right having a radius of 440..00 feet the radius point of which bears North 00 degrees 08 minutes 09 seconds West; thence westerly along the south line of said Block "F" and along said curve an arc distance of 150.33 feet to a point which bears South 19 degrees 26 minutes 22 seconds West from said radius point to the Point of Beginning; a point being on a curve to the right having a radius of 440.00 feet the radius point of which bears North 19 degrees 26 minutes 22 seconds East; thence westerly along the south line of said Block "F" and along said curve an arc distance of 33.98 feet to a point which bears South 23 degrees 51 minutes 51 seconds West from said radius point; thence continuing along the south line of said Block "F" North 66 degrees 08 minutes 09 seconds West a distance of 37.95 feet; thence North 23 degrees 51 minutes 51 seconds East a distance of 67.50 feet; thence South 66 degrees 08 minutes 09 seconds East a distance of 66.78 feet; thence South 19 degrees 26 minutes 22 seconds West a distance of 66.39 feet to the Point of Beginning, containing 0.107 acres more or less. Dec 3/29/06 N:1123810451dwgs1LOT 15\DOCS\landdesc Lot 15.doc u u VILLAGE OF WEST CLAY -PLATINUM BUILDING 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. Connection onto the existing main will be made at the following location: III Building will be served by an I 112" water service lateraL 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 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 Faml 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 shovm in the CTRWD's master plan. The second station is also temporary, and is located along the project's Westernmost boundary near 126l), 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,'11e Road. Proposed Platinum Building will be serviced by a proposed 6" sanitary lateral connecting to sanitary manhole in the rear parking lot, in addition a run of sanitary main will be extended in the future area of Block "F". 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 \vithin 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 Sl 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. II Clay Creek; Which traverses the site along the Southern third, then crosses Hoover Road near the proposed common area South of Claridge Farm entrance. II Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of Towne Road. N: \1238\04 5\dwgs\Platinum\DOCSI.>>cwrepn.doc (i V u Platinum Building will have storm sewer extended for the parking lot expansion, surface water will be collected by proposed and existing storm sewer facilities that ultimately drain 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 stonn 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 detennined 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\04 5\dwgs\Platinum\DOCS\sewreprt.doc