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Home My WebLink AboutApplication Page 1 of 1 Holmes, Christine B Holmes, Christine B Wednesday, July 05, 2006 11 :25 AM Mast, Darren (dmast@carmel.in.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, Connie S Cc: 'Brandon Burke' Subject: Docket No. Assignment: (TAC) Primrose School--Village of West Clay (#06070003 TAC) From: Sent: To: I have notified the petitioner, updated the file, and issued the necessary docket number for (TAC) Primrose School-Village of West Clay. It is the following: Docket No. 06070003 TAC: Primrose School-Village of West Clay. The applicant seeks to construct a child-care center, for 185 children, at the Village of West Clay. The site is located at 13096 Moultrie Street and is zoned PUD. Filed by Brandon Burke of The Schneider Corporation for The Village of West Clay. Petitioner, please note the following: 1. This item will be on the July 19, 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 317.826.6403 or fax: 317.826.6410 Christine Barton-Holmes Planning Administrator Carmel City Hall One Civic Square Carmel, IN 46032 (317) 571-2425 7/512006 u o DOCKET NO. TAC DATE RECEIVED: For D8psJtm8nt Use Only Department of Community Services ,,' , I. TECHNICAL ADVISORY COMM'C-:: EE APPlICA TION & PROCEDURE Fee: $267.00 \;(~ .~r \., . I~-'; " ~/' Property Information .~............................................................. o~'~~t:!trt~ . ",':;;jiro. ParceIIDO: 11- 01- Zcr - (9 Q - ()() - () I'Z . oc I Area (acres): I, c,t ~--" Property Address: I '5D9~ II'loulf.^,'e stru1- Zoning District: PLJ P Overlay District (If applicable): 1'0\ Legal Description: To be typewritten separately. · Please attach a separate list for projects with multipfe parcels. Attomey Information . .... ....., ............. .............. .......... ... e-..... .. .. ........................ ....... Name: Address: Phone: Fax: Email Address: Engineer Information ..................................... ........ .................... .... .................. a.a. .. .......... ......................................... =i!f~~~~Vr~~r~!%~~_~~Q tfQ~ EmaiIAddress:.' b . V" .' <;d1nede>rCOfp- (()M OWner Information ..... ........ ................."................. ..... ...-..... .... ..'.'.... ..-.,... ..... ....... Name: lJ?:JMjl.PSf- .CGl1gaL ~lj\6- CO 11f!1lJY- 6W1'( 6J?-1UJ4ffZ Address:.J{g.tpO C~ST.. ~.I'4i Phone . Oa'l:710 - b74 - 071 Evening: ~ 78 - ~'1. 3- S-w /Z. Email Address: G~t t'lerli F'MrO~Sc.Jl()6( $ I ClJM I, hereby swear that lam. 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 myknowiedge and belief. I, the undersigned, a orize the applicant to act on my behalf with regard to this application and subsequent hearings and testimony. Date: 0/zB/O~ cU /lFCr Signature of Owner: (Printed Name) Ii 10f2 S\fORMS\PC Applications ~ current\TAC only 2006.doc revised: 01/06/2006 u u Land Description Primrose Daycare - Village of West Clay Section 6003, Commercial Block "C" A part of Commercial Block "C" of the Village of West Clay, Section 6003, the Secondary Plat of which is Recorded as Instrument Number 00000000000, Plat Cabinet 0, Slide 000, in the Office of the Recorder, Hamilton County, Indiana, located in the Southeast Quarter of Section 29, Township 18 North, Range 3 East of the 2nd Principal Meridian, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the northwest corner of said Commercial Block "C", thence South 00 degrees 00 minutes 53 seconds East (basis of bearings is per said plat) along the West line of said Block "C" a distance of 30.00 feet; thence North 89 degrees 13 minutes 03 seconds East a distance of30.00 feet to the Point of Beginning, thence continuing North 89 degrees 13 minutes 03 seconds East a distance of375.33 feet to the West right-of-way line of Moultrie Street per said plat; thence the next four (4) courses along said right-of- way line; 1) South 45 degrees 29 minutes 28 seconds East a distance of7.04 feet; 2) South 00 degrees 11 minutes 59 seconds East a distance of 122.71 feet to a point on a tangent curve to the right having a radius of25.00 feet, the radius point of which bears South 89 degrees 48 minutes 01 seconds West; 3) southwesterly along said curve an arc distance of 19.72 feet to a point which bears South 45 degrees 00 minutes 00 seconds East from said radius point; 4) South 45 degrees 00 minutes 00 seconds West a distance of67.59 feet; thence South 89 degrees 44 minutes 14 seconds West a distance of325.58 feet; thence North 00 degrees 00 minutes 53 seconds West a distance of 189.57 feet to the Point of Beginning, containing 1.636 acres, more or less. N:\1238\056\docs\LandDese Primrose dayeare.doc Dee 4/7/06 u u VILLAGE OF WEST CLAY -PRIMROSE SCHOOL 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 Utilities. Connection onto the existing main will be made at the following location: . A water service lateral will be extended to the site from an existing 20" watermain located along the south side of 13151 Street. 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 City of Carmel Utility rules and regulations. 2. Sanitary Sewer Sanitary sewer effiuent 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 effiuent 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. Primrose School will extend an 6" sanitary lateral to their facility from an existing 8" sanitary main constructed with the Village of West Clay Moultrie Street construction plans. 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: . Elliot Creek; which traverses the site along the Northern third, then crosses 13151 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. . Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of N :\123 8\056\docs\sewreprt.doc u u Towne Road. Primrose School stormwater runoffwill be directed into the Village of West Clay regulated drainage system. The School will Utilize a portion of the JW Brendle regulated storm sewer currently routed through their parking lot to convey runoff into the VOWC pond system for detention purposes. In addition, water will be directed to the pond via overland flow into existing adjacent swales and storm sewer systems, a portion of their playground area will capture water through a small yard drain system. The reconstructed regulated drain, pond system, and perimeter storm system was constructed with the Village of WestClay Section 6001. 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 :\1238\056\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 8uilding 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 (;) The Schneider Corporation 12821 E New Market Street, Suite 100 Carmel, IN 46032-7258 Phone: 317.569.8112 Fax: 317.826.6410 June 30, 2006 Matt Griffin Department of Community Services One Civic Square Carmel, IN 46032 RE: VILLAGE OF WESTCLAY, PRIMROSE SCHOOL 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 the Primrose School at the Villages of WestClay development. I am requesting this matter to be placed on the agenda for the July 19,2006 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 '15 ~.~--- '- Brandon T. Burke, P.E. Project Manager Enclosure N: \ 123 8\056\docs\Griffin063006.doc www.5chneidercorp.com