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Home My WebLink AboutApplication .: u u DOCKET NO. lAC DATE RECEIVED: For Department Use Only Department of Community Services TECHNICAL ADVISORY COMMITTEE APPLICATION & PROCEDURES Fee: $267.00 Property Information . . . . . . .. ... . . ... ... . . . . .. . ... .. . . . . . . . . .. . ... ... . . . .. ... .. . . .... . .. . ... .... .. .. . .. .. .. .. .. .. . .. .. . . .. .. .. . .. .. .. .. .. .. .. .. .' .. .. .. .. .. .. ParcellD~: 17-09-28-00-07-001.000 Area (acres): 0.267 Property Address: Horseferry Road 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 ..... D............................ III.................. l1li...................... A................. .. ............. ................... Name: Address: Phone: Email Address: Fax: Engin,eer Information ...... D. II. II................... II. lit.... D.......... D." D................... ...,...... .. II....... ........................ 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 . . . . .. . . . . . . . ... . .... ... . . .... . . ... .. .. .. . . . . . .. .. .. .. . .. .. . .. . . .. . .. .. . .. . . . . . .. . .. . . . . .. .. .. .. . . .. . . .. ... . . .. . . .. ... Name: Brenwick Development Company Address: 12821 E New Market Street, Suite 200, Carmel, IN 46032 Phone Day: 317-574-3400 Evening: Email Address: kevink@brenwick_com ProjectDescrip6on .................................................................................. Please include a brief summary/history of the project: The Village of WestClay Regent's Building is located in Section 3001-A, Block "E"- The proposed building is approximately 4,800 sq ft per floor with retail space on the first floor and residential on the second floor I, hereby swear that I am the owner/contract purchaser ofproperty involved in this application and that the foregoing sigriatUi'es)it~t~~ents and answers herein contained and the information herewith submitted are in all respects true and correct to the besl4>~owl~'~r.l'dJ belief. I, the undersigned, authorize the applicant ac~~ with regard to this application and sUbSeqUen'1/~arings and t~'gtimony, '\ ----- L --' - RECEIVEt. ~t~ Signature of Owner: --==-~ Date: ':3,m ob fl".... D 1-' ""-'/ ..:i I '/~" (Printed Name) 't-: ~, .cu' ;\('}) DOCS 1 of 2 S:\FORMS\PC Applications - current\TAC only 20Q6_doc revised 01/06/2006 6~ ...... - /12,1 u u Re2,ent's Buildin2, Land Description A part of Block HE" of the Village of West Clay, Section 300l-A, Village Center, Pati 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 Quartcr of Scction 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the northeast corner of said Block "E", thence South 00 degrees 08 minutes 09 seconds East a distance of 57.00 feet, thence South 89 degrees 51 minutes 51 seconds West a distance of 53 .65 feet, thence South 00 degrees 08 minutes 09 seconds East a distance of 8.17 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 11.50 feet; thence South 00 degrees 08 minutes 09 seconds East a distance of 23.33 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 153.70 feet; thence North 00 degrees 08 minutes 09 seconds West a distance of 88.50 feet, thence North 89 degrees 51 minutes 51 seconds East a distance of153.70 feet, containing 0.267 acres, more or less. N:\] 238\059\docs\Regents-legal descri ption.doc .....-. , : '\ - 'y(J.'....~, )- -_.-- -/ '-'l--' - . ~ ....i.' . bO(JJ' ., /.:. hr-. - , _.~ I v u u VILLAGE OF WEST CLAY -REGENT'S BUILDING Report on Water Distribution, Sanitary Sewer and Storn] Sewer System 1. Water Distribution The potable water to the site will be provided by the City of Carmel Utilities. Connection onto the existing main will be made at the following location: . A 4" water service lateral will be extended from an existing 8" watermain Bird Cage Walk. The 4" water service lateral will provide fire suppression with a 1 Y2" domestic service line split otlprior to entering the building. 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 oftlle site which will pump effluent via a force main into the existing 18" interceptor located in Springrnill 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 conunon area located along Hoover Road, South of the Claridge Farm entrance. It will scrve 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 Regent's Building will be serviced by a proposed 6" sanitary lateral from an existing 8" PVC sanitary main construcuted with the VOWC Brockway Public House construction plans in the rear parking lot. Approvals for the design and construction of the sanitary sewers must also be obtained, from CTRWD, its 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: Elliot Creek; which traverses the site along the Northern third, then crosses J 3 J,I 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. Cormeetion onto the Claricige Fann drain ",ill be made at an existing 36" concrete pipe just South of the existing mound borderi!1$, the _Per~z property, and wi.1l address drainag~ problems evident at that location. ,><y.". , Clay Creek; W~lch traYerse~ the site along the Southern thIrd, then crosses Hoover R9~~;near the WHpos.e,d common area South ofClandge Farn1 entrance, ,r .zr ", - I. '-"j,., N:\l 23&\059\docs'$cwrcprt.doc .~ l --,'" {'(,.' -\ ,a~ "\ t2-"(J ."\ '~:.-I ~ ~ '..... , "-- . ~ .-----..... . . . '\ f I /, po w u . Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of Towne Road. Regent's Building will only have surface water that will be collected by existing storm sewer facilities that ultimately drain to Elliot Creek. It is the intent that all main stann sewer lines and all tines 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 homemvner's association; however, most storm sewers and all retention lakes will be maintained by the County Surveyor. Subsurface drains, or pavement base drains, arc 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 si It 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 rain filii event by the Site Contractor. Trapping devices shall be replaced if determined to be incapable of per fanning intended function of sediment trapping. Post-Construction BMP's for the site will be reviewed and approved by the City of Carmel Storrnwater Management department. Pollutant and debris removal will be handled by the use of SNOUT catch basin inserts into the stoml sewer inlets in the rear parking lot. In addition, the overall VOWC lake network will provide additional water quality measures prior to stormwatcr runoff discharge into Elliot Creek. 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. I I J -:\ ,'. - , ('.'.... '-' :.'/"1:, ..(.,,;...., 1...i';j,'", "'U \ \~ }- ,'-- N:\ I 238\059\docs\sewrepI1.doc \ ,)~ '\ A' ""_ .'-....... ,;>. ':i';~ .v-'/ -"("">, Jd' ( - /' . / ~~ 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 Merrlllville Office 9800 Connecticut Drive Suite 81.508 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 u u The Schneider Corporation 12821 E New Market Street, Suite 100 Carmel. IN 46032-7258 Phone: 317.5698112 Fax: 317.826.6410 October 31, 2006 Matt Griffin Department of Community Services One Civic Square Carmel, IN 46032 RE: VILLAGE OF WESTCLAY- REGENT'S BUILDING Dear Matt, Please find enclosed the following materials related to the above referenced project: 1. 2. 3. 4. 5. 2 sets of the Site Construction Plans T AC Application Land Description Sewer Report Copies of letters to TAC members The above referenced materials are for your review and suggestions with respect to this project. I am requesting this matter be placed on the agenda for the November 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 '76-- ~~-->- ~ ... '~:~-<!' ,-",':\,./ "--.( / c /::.., ;;}7 /1 '<.::,::. /y <, ,<' I~{'."" n R. C-C{j[ll::-a ~f~ " , -- . c" " r- . .~ /)0. I ~ t::s /' .~~~ // -...... ~---- /. " Brandon 1. Burke, P.E. Project Manager Enclosure N:\1238\059\docs\GliITinl00306.doc ~ _ ~ _ '_ ~.-.~www.~~hMid]f!=Qft!lcom.il