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Home My WebLink AboutApplication Griffin, Matt l From: Sent: To: Cc: Griffin, Matt L Tuesday, March 07, 2006 1 :20 PM DeVore, Laura B 'Brandon Burke'; 'steve.churchill@preferredpartner.com'; Brennan, Kevin S; Brewer, Scott I; Conn, Angelina V; Hancock, Ramona B; Hollibaugh, Mike P; Holmes, Christine B; Keeling, Adrienne M; Littlejohn, David W; Morrissey, Phyllis G; Tingley, Connie S Docket Nos. Assignment: (TAC) Prudentia Building at the Village of West Clay (06030007 TAC) Subject: I have issued the necessary Docket Number for (TAC) Prudentia Building at the Village of West Clay. It is as follows: Docket No. 06030007 TAC: Prudentia Building at the Village of West Clay TAC Application Fee: Total Fee.: $267.00 $267.00 Docket No. 06030007 T AC: Prudentia Building at the Village of West Clay The applicant seeks to construct a 3 story office and retail building. r The site is located near the NW corner of West New Market Street and Meeting House Roa~, and is zoned PU D. Filed by Brandon Burke of Schneider Corporation for Prudentia Development ( Petitioner, please note the following: 1. This item will be on the March 15,2006, agenda of the Technical Advisory Committee (T AC). 2. Filing fee is due on or before March 15, 2006. Failure to pay this fee at this time will result in this item being continued to the April 19th T AC meeting. 3. Project information must be delivered to all T AC 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 the dumpster enclosure structure. 2. Please add the docket number (06030007 T AC) 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 T AC 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 T AC 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. Matthew Griffin, AICP Planning Administrator Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 P 317.571.2417 f 317.571.2426 1 u u DOCKET NO.Ot., () ~OObl TAC DATE RECEIVED: .....---, '1'-, /'\.~'..:"""'" " \Y-. ~.' ........ Department of Community Services / // ~ "'\'\ TECHNICAL ADVISORY COMMITrEE RECEIVED \ APPLICATION & PROCEDURE:S;( FEB282006 ), Fee: $267.00 '\ '\ DO I .' \ '... CS / i Property Information . . III II II II .. .. II ... .. ... .. .. .. .. 41 .. . .. .. .. .. .. .. .. .. .. . II III .. II .. .. .. a .. II .. .. .. .. 01 .. .. II . .. . .. .. .. .. .. . .. .. .. . .. .,. .. III III .. .. III .. II .. II D .... ..... I ',";-., / / ParceIlD*: 17-09-28-00-07-002.000 Area (acres): 0.13 '''-...!'''':'~ -<'.> ~.~-- ------ Property Address: Glebe Street and 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. For Department Use Only Attorney Information Name: Address: Phone: Email Address: ................................................................................. Fax: Engineer Information . " .. II . .. .. . . . . . III . . III III a . .. . ... . II . . . . . .. . . ,. .. .. .. . . . " .. .. .. .. D . . . .. 1lI . . . . . . . . . .. .. .. .. . . . . . . .. .. .. ...... . Name: The Schneider Corporation Address: 12821 E NeW Market Street, Suite 301, Carmel, IN 46032 Phone: 317-826-6401 Email Address:bburke@schneidercorp.com Fax: 317-826-6410 OWner Information .111.. Ill.. a. a..... .llIa......... Ill....... a _. G a III III 0.. .llIa............. III..................... 0...... It. Ill.... 011-8-.. Name: Prudentia Development- Steve Churchill Address: 12821 E New Market Street, Suite 310, Carmel, IN 46032 Phone Day: 1-866-885-3249 ext 901 Evening: Email Address:steve.churchill@preferredpartner.com ProjectDescripilon ..................................................................................... Please include a brief summary/history of the project: Prudentia Building is located within The Village of WestClay Village Center Part II, 3001-A, Block "F", The building will be a three story building consisting of office and retail space. I, hereby swear that I am the owner/contractpurchaser of property involved in this application and that the foregoing signatures, statements and answers herein contained and t e information herewith submitted are in all respects true and correct to the best of my knowledge and belief. I, the undersigned, autho' the applicant to act on m behalf with regard to this application and subsequent hearings and testimony. Date: J - zt.. (}(::; Signature of 0 (Printed Name) 1 of 2 S:\FORMS\PC Applications - current\TAC only 2006.doc revised: 01/06/2006 ,../ ~ .' RECEiVED FES 28 2006 \> .. DOCS //, A part of Block "F" ofthe Village of West Clay, Section 300l-A, Village Center, Pat!.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: u u , '. '. Land Description -Prudentia Development Commencing at the northwest comer of said Block "F"..thence North 89 degrees 51 minutes 51 seconds East a distance of 221. 82 feet to the northeast comer of said Block "F" thence South 45 degrees 08 minutes 09 seconds a distance of 41.03 feet to the Point of Beginning, thence continuing along the north line of Block "F" South 45 degrees 08 minutes 09 seconds East a distance of 71.08 feet; thence South 44 degrees 51 minutes 51 seconds West a distance of77.75 feet; thence North 45 degrees 08 minutes 09 seconds West a distance of 7 1.08 feet; thence North 44 degrees 51 minutes 51 seconds East a distance of77.75 feet to the Point of Beginning, containing 0.127 acres, more or less. N :\] 238\052\docs\LandDese Prudentia Dev.doc Dee 2/27/06 -' u u S:' .~ t"-'cr.~ ,...,., r~c 'l~! if :~L' VILLAGE OF WEST CLAY -PRUDENTLA BUILDING FCH 282006 Dess 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: · An 8" main will be extended from an existing 12" waterman in Meeting House Road connecting to Glebe Street. Building will be served by an 1 1/2" water service lateral. Approval for the extension of water mains will be required from the Indiana Department of Envirorunental Management, and all mains will be designed and installed in accordance with the Indianapolis Water rulcs and regulations. 2. Sanitary Sewer Sanitary sewer eilluent 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 Spring mill 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 Fann 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]ocated 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 Prudentia 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 within the Village of West Clay. In accordance with the requirements of the Hamilton County Surveyor's requirements, the retention lakes will provide stann 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" Street and leaves the site just East of the existing 8.5 acre lake on the Perez parcel. III 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 wil1 address drainage problems evident at that location. · Clay Creek; Which traverses the site along the Southern third, then crosses Hoover Road near the proposed cornmon area South of Claridge Farm entrance. ... Brendle Legal Drain; which flows along the site's Western boundary, then crossed I26th Street West of N:\ 1238\052\docslsewreprt.doc u u Towne Road. Prudentia Building will have stoml sewer extended for the parking lot expansion, surface water will be collected by proposed and existing stonn sewer facilities that ultimately drain to Elliot Creek It is the intent that all main stonn 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 stoml sewers that serve to drain rear and side yards may remain within the maintenance jurisdiction of the project's homeowner's association; however, most stann sewers and all retention lakes ,viii 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 10 the action ofwaler 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 fence/> 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 ofperfonning 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\0 5 2 \docs'c<;cwrcprt. doc ~~ Schneider INDIANA Corporate Headquarters Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 Phone: 317.8267100 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 [= US Highway 36 Suite 250 Avon, IN 46123 Phone: 317.7459926 Fax: 317.745.9973 Merrillville Office 9800 Connecticut Drive Suite 81-508 Merritlville, 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 u The Schneider Corporation 12821 E New Market Street. Suite 100 Carmel, IN 46032-7258 Phone: 317.569.8112 Fax: 317.826.6410 February 28, 2006 /~.;~-~ /~~"" 1/ ~ .'\..., '\ I " . A>Sn 4(',\ .; -/ t,'llllJ: '\ 1'1 'ta 'f.::lJ . \ I 2{h f I . ~\ /). <'006' /' \ '\ Vcs I ; ",^ / . ~ J';-! ..... -'" .. \1,'.- '...... / '''-...~. .. .c. ~' / --. --__..1. Matt Griffin Department of Community Services One Civic Square Carmel, IN 46032 RE: VILLAGE OF WESTCLAY, PRUDENTIA BUILDING Dear Matt, Please find enclosed the following materials related to the above referenced project: 1, 2 sets of the Site Construction Plans 2. T AC Application 3. Land Description 4. Sewer Service Report 5. 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 thai this matter will be on the agenda of the March 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 '<-:2 '-. .~ "- I"~~' ,<-------- ~ - Brandon T. Burke, P.E. Project Manager Enclosure N: \ 1238\052\docs\Gtiffin022806.doc .www.schneidercorp.com