Loading...
HomeMy WebLinkAboutApplicationL-,~ Conn, Angelina V Page 1 of 2 From: Conn, Angelina V Sent: Wednesday, July 23, 2008 2:46 PM To: Stewart, Lisa M;'Eric Batt'; 'John Waits' Cc: Boone, Rachel M.; Blanchard, Jim E; Brennan, Kevin S; Brewer, Scott I; Coy, Sue E; DeVore, Laura B; Hancock, Ramona B; Hollibaugh, Mike P; Holmes, Christine B; Keeling, Adrienne M; Littlejohn, David W; Stewart, Lisa M; Tingley, Connie S; Weddington, Trudy A.; Duncan, Gary R; Donahue-Wold, Alexia K; Redden, Nick; Lillard, Sarah N Subject: Docket No. Assignment: (SP) Stafford Lane, Section 1 (#08070021 SP) I have issued the necessary Docket Number for (SP) Stafford Lane, Section 1. It is as follows: Docket No. 08070021SP: Stafford Lane, Section 1 The applicant seeks replat approval for 7 lots on 5.16 acres. The site is located along 146~h St., west of Gray Rd., and is zoned R1/Residence - ROSO. Filed by Eric Batt of The Schneider Corporation for The Drees Company. Plat A lication Fee: $ n/a $114.50 er lot x 7: $ n/a Total Fee: $ n/a Petitioner,_please note the followina~ 1. This item will be on the August 20 agenda of the Technical Advisory Committee (TAC). The petitioner must submit plans and review materials 1o all TAC members directly by July 18. (Failure to submit plans and review materials to TAC members by this time will result in the tabling of this petition to the Sept. TAC meeting, and subsequently the October Plan Commission meeting. For a list of current TAC members go to: http://www.ci.carmel in us/services/DOCS/TAC2008(TAC°/ 20members°/ 20revised%2004.24 2008 odf ) 2. This item is subject to administrative review/approval only. 3. The Filing Fee is not applicable. p~.,J! Please add docket numbers 08 ~ P and '1r38~63-SP to the plat. 6d~aZ4 P/' *- S?O Please add the owner's phone number to the plat. )'l~- Please label the 75-ft half road right of way of 146~h Street. Please add all of the instrument numbers to the plat and signature page. ,Ffj Please add a location map to the plat. ot[fyJ Please provide copies of your correspondence with TAC members. ~) Please provide a copy of the landscape plan and tree preservation plan to our Dept and to the City Forester. Please verify that the sidewalks are 5-ft wide and that the path along 146t" Street is 10-ft wide. 9. Please provide digital copies of all plans and plat, via a burned CD or email. Blx- Additional comments maybe voiced at the TAC meeting. 11.) PETITIONER: 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 any comment or requirements that arise from the TAC meeting. Additional comments may be made after the requested revisions have been submitted. 12.) Please submit a revised Secondary Plat after making above-mentioned changes. Once these changes have been made and comments addressed, please produce a Mylar copy for signature by this Department; the property owner and surveyor must sign the plat prior to the Director signing. Two-paper copies of the plat must be filed with the Mylar prior to recording, and two paper copies and a Mylar of the recorded plat must be submitted following recording. Our approval of the secondary plat (signature) will be forthcoming upon revision of the plans according to the items listed above. 13.) Also, the staff has been advised that we cannot present a Secondary Plat to the Director for signature from this point forward until Ms. Terry Krueskamp (tkrueskamp@carmel.in.gov) in Information Systems has received an e- mail with an electronic file attached (MicroStation .dgn is preferred, or AutoCad .dwg of the subdivision) and it (the e-mail) has been copied to myself (aconn@carmel.in.gov). Also, the Dept would also like a .pdf file of the plat, as we move toward a paperless office. 7/23/2008 APPLICATION FOR SECONDARY PLAT OR (REPEAT) Fee: $860.00, alas $1]4.50 aer lot OR ($285.00 plus $114.50 aer lot) DATE: July 18, 2008 DOCKET # ~~b~ ~(~ ~- -- Q -~ RECFjyFD JUL/~g~z~l ,j ~`iW The undersigned agrees that any construction, reconstruction, enlargement, relocation or alteratio~i~strtl~ture,-torr", any change in the use of land or structures requested by this application will comply with, and conform to, all-applicable laws of the State of Indiana, and the Zoning Ordinance of Carmel, Indiana - 1980, adopted under the authority of Acts of 1979, Public Law 178, Sec. 1, et. seq. General Assembly of the State of Indiana, and all Acts amendatory thereto. Name of Applicant: John Waits -The Drees Company Email: jwails@dreeshomes.com Address of Applicant: 6650 Telecom Drive, Suite 200, Indianapolis, IN 46278 Phone # 317.347.7300 Name of Owner: The Drees Fax # 317.347.7318 / 615.376.4740 Name of Subdivision: Stafford Lane Section 1 Legal Description: (To be typewritten on separate sheet and attached). Area (in acres): 5.16 Number of Lots: Length in miles of new streets to be dedicated to public use: 0.26 Zonin R1 g' - Surveyor certifying plat: The Schneider Corporation Surveyor's address and phone # 8901 Otis Avenue, Indianapolis, IN 46216 317.826.7100\ Signature of Applicant: ~- ~'~ ~ (Print) J ~~~ ~ `~ ~- ~ ~S TITLE: ~ ~ fig- ~ \lt"'~ ~"^ C--`'~"-- **x*t*xsx*s*.*s****x*s****zx*sx*x~z.s~.*::*x*.~*rxxs*.x~s**x*~*s***z.s:~~~**...:*** STATE OF INDIANA SS: County of ~a,r}(f I~Q Before me, the undersigned, a Notary Public for ron County, State of Indi na, personally appeared and acknowledge the execution of the foregoing instrument this day of , 20~. My Commission Expires: ~~-077~ ~~ PEE: Filename: Secontlary Plal-Replat2008.doc //AV Notary Public `~~pi11I11/ry~7j `~O~ pN N p7 pi4 `~~ J~1~,\SSION f ;~~ ~i~i A ~ ~,~ OCT J~~':~ . Received By: 27 %2: ~ 2009 ~ ~-~~ .: ~- j~9~ 9~~N 000N`. •'G~~`. 7uu I i~1i$i`11~i`l`~` • • o ~v1 'w ~~ ; , ~ ~p ~~~~~ .' . JUL 1 8 2008 .y~, STAFFORD LANE SECTION 1 '- ®~~ ~~'~ -_ LAND DESCRIPTION ~ `!(fig~°~`~-' Part of the East Half of the West Half of the Northeast Quarter of Section 20, Township 18 North, Range 4 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana, more particularly described as follow: Commencing at a Harrison Monument found per Hamilton County Surveyors ties marking the Northwest corner of said Northeast Quarter; thence South 89 degrees 22 minutes 10 seconds East (bearings are based on NAD83 Indiana State Plane Coordinate System, East Zone) along the North line of said Quarter Section a distance of 661.91 feet to the Northwest corner of the East Half of the West Half of said Northeast Quarter Section; thence South 00 degrees 08 minutes 47 seconds East along the West line of said Half-Half Quarter Section a distance of 49.22 feet to the POINT OF BEGINNING; thence South 89 degrees 22 minutes 10 seconds East parallel with said North line a distance of 231.80 feet; thence South 00 degrees 11 minutes 09 seconds East a distance of 963.28 feet; thence South 89 degrees 48 minutes 16 seconds West a distance of 40.00 feet; thence South 00 degrees 11 minutes 09 seconds a distance of 18.17 feet; thence South 89 degrees 48 minutes 51 seconds West a distance of 50.00 feet to a point on anon-tangent curve to the left having a radius of 20.00 feet, the radius point of which bears South 89 degrees 48 minutes 51 seconds West; thence northerly, northwesterly and westerly along said curve an arc distance of 31.40 feet to a point which bears North 00 degrees 08 minutes 42 seconds West from said radius point; thence South 89 degrees 51 minutes 18 seconds West a distance of 122.46 feet to the West line of said Half Half Quarter Section; thence North 00 degrees 08 minutes 47 seconds West along said West line a distance of 964.68 feet to the Point of Beginning, containing 5.16 acres, more or less. SUBDIVIDER AGREEMENT FORM Project: Stafford Lane Section 1 9.6 THE SUBDIVIDER The following agreement shall be included as a submittal with the final plot application AGREEMENT The developer shall be responsible for any drainage problems including standing water, flooding and erosion control, which arise or become evident at any time during the 3 year maintenance period after release of subdivision bonds, and which is attributable to a deficiency in subdivision drainage design or construction of drainage improvements. This shall include all pipes, structures, swales, ditches and ponds which are pertinent features to the proper drainage of the subdivision. This responsibility of the developer shall not, however, include problems which are created, subsequent to the completion of the subdivision improvements by the improper grading by individual builders, or structures and improper grading installed or accomplished by individual homeowners. It is the intent of this requirement, that the developer shall, specifically, provide such sub-surface drains, or storm sewera or ditches as are"required to properly rectify any drainage problem or sub-surface water problem which was not contemplated in the original approved subdivision design, including, but not restricted to, disposal of sub- surface water from footing drains of individual lots. ROAD IMPROVEMENTS: The typical agreement of existing contiguous Hamilton County Roads which are substandard, with Hamilton County is: None The developer will put in 12-inch stone base to the required width of the road, and grade the shoulders to a minimum of 6 feet width and construct proper side-ditches, or, provide storm sewers and curbs. This will be the black top grade during construction of subdivision. Then the county will come in and cut out 3 inches and put in 3 inch binder asphalt after which the developer will be responsible for 1 inch of asphalt topping. This is being done as joint projects between county and developer. An agreement shall be executed, in writing, between the developer and Hamilton County specifically detailing the exact work to be accomplished by the developer and that to be accomplished by the County, and shall also state the road or roads or portions thereof which are included. If the subdivision is contemplated to be annexed to the City of Carmel, then the agreement shall include the City of Carmel Board of Public Works as a signatory, which shall be for the purpose of the City of Carmel agreeing to accept for maintenance and operation the improved road facility upon completion of said improvements and completion of annexation. • DEVE 0 'R Joh Waits La Acquisition Manager e Drees Company WIT SS /~ - o~ DATE R:\Sk\5622\002\DOCS\Sect ion 1\subdivider.doc ,- ,~ ~. Stafford Lane `` Section 1 ~ ~~ED `~~ Development Report ~~~ ~ 8z3~~ ,!fit :.__ Dpi ~::_ ,~.7 ~.,. Site .~. .__~~1't/' Stafford Lane is located on the south side of 146th Street, west of Gray Road. The site is adjacent to the east side of the Copperwood sub-division. The size of the overall site is 30.04 acres and is zoned R-1. Section 1 will consists of approximately 5.16 acres and 7 Lots. Section 1 will construct the primary entrance onto 146th Street, as well as connect to an existing stub Street at the Copperwood Development at Queensborough Drive. Water Service Water for the site will be supplied by the City of Carmel. Water mains serving the site will be extended from the existing 18" water main on the south side of 146th Street. Section 1 will extend an 8"ductile iron watermain from the existing water main o nthe south side of 146th Street into the development to serve the 7 lots. Each Lot will have service provided by a 1 inch copper service lateral. Sanitary Sewer Service Sanitary sewer service will be supplied by the City of Carmel. A sanitary sewer will be extended to the site from an existing sanitary manhole on the perimeter of the Wedgewood sub-division located directly east of the southern project boundary. Section 1 will extend an 8" PVC sanitary main into the site and along the western portion of the site to serve the 7 lots. Future sanitary laterals will be constructed off of the 8" sanitary main for 28 future lots located in Section 2 & 3. Storm Drainage Storm water runoff will be collected in storm sewers and routed 2 ponds. The first pond is to be located at the northeast corner of the main body of the site. The second pond is to be located at the southeast corner of the site. Storm water will discharge from the first pond over land in an easterly direction across an adjacent property to an existing swale that eventually flows under Gray Road to the UG Mitchner Drain. Storm water will discharge from the second pond into the existing storm sewer system of the Smokey Knoll Section 2sub-division. Section 1 will convey stormwater runoff via overland flow into a storm sewer system south and then east to 1 pond. The pond will be constructed within the future development, and will function as a water quantity and quality pond for the initial 7 lots. Prior to discharging into the pond, the stormwater will be treated by an Aquaswirl water quality structure. Soils Soils types found on the site are Brookston, Crosby, and Miami soils. Miami soils are typically deep well -drained soils, while Brookston and Crosby soils are generally deep and somewhat poorly drained. Developer: Prepared By: The Drees Company The Schneider Corporation 6650 Telecom Drive, Suite 200 8901 Otis Avenue Indianapolis IN 46278 Indianapolis IN 46216 317 347 7300 317 826 7100 The Schneider Corporation Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Phone: 317.826.7100 Fax: 317.826.7200 INDIANA July 18, 2008 ,! ~ ~e Corporate Headquarters Historic Fort Harrison ~ ,v+ ' µ 7r~ 8901 Oiis Avenue Indianapolis IN 46216 Angie Conn ! ~ D ~~`+~ ~ fi ~fiJn~,,. , - ~ , ' ""~ Phone: 317.826.7100 Toll-Free: 866.973.7100 Department of Community Services One Civic Square ;_ II Y` ~~ ~ 8 200 ~i~ ~ Fax: 317.BZS.7zoo Carmel, IN 46032 DO '` ~~ ~ 1 Lafayette OfOCe ~x 3725 Rame Drive Park 26 RE: STAFFORD LANE SECTION 1 < t~yV.~ ~ ~ ~zi` Lafayette, IN 47905 ~ , t e!. ~~~' Phone: 765.448.6661 Dear Angie, Fax: 765.448.6665 Carmel Office Please find enclosed the following materials related to the above referenced project 12821 E New Market Street suite 100 1. 2 sets of the Secondary Plat and Site Construction Plans Carmel, w 4so3z 2. Secondary Plat Application Rnone: 317.56ssu2 3. Land Description Fax: 317.826.6410 4. Subdivider Agreement Avon ofrice 5. Sewer Report Building loo0 6. Copies of letters to TAC members 5250 E US Highway 36 Suite 250 The above referenced materials are for your review and suggestions with respect to Avon, IN 46123 Secondary Platting. It is my understanding that this matter will be on the agenda of the August Phone: 317.745.9926 Fax: 3n.745.9973 20, 2008 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 Merrillville Office convenience. 9800 Connecticut Drive Sui[e 61-508 Sincerely, Merrillville, IN 46307 Phone: 219.644.3692 Fax: 219.644.3682 THE SCHNEIDER CORPORATION NORTH CAROLINA ~, . Charlotte Office ~/~~VVV~~~~ 2151 Hawkins Street suite 201 Eric Batt, P.E. cnarlotte, Nc zs2o3 Project Manager Phone: 704.333.8360 Fax: 704.333.8362 Enclosure IOWA ProMap Office 1531 Airport Road Suite 2 Ames, IA 50010 Phone: 515.233.3311 Fax: 515.233.4575 R:ASk~5622V002VDocs\Senion IAConn071808.doc