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Home My WebLink AboutApplication ~ u u Dobosiewicz, Jon C From: Sent: To: Cc: Subject: Dobosiewicz, Jon C Monday, March 11, 2002 5:37 PM Johnson, Sue E Lillig, Laurence M; Hahn, Kelli A; Hollibaugh, Mike P Docket Number Assignment - Secondary Plat; Lakes at Hayden Run, Section 1 Sue Ellen, Please issue the necessary Docket Number for Lakes at Hayden Run, Section 1 Secondary Plat application. It will be the following: Lakes at Hayde Run, Section 1 (Secondary Plat & Construction Plans) The site is locate on the north side of West 131>( Street approximately one-quarter mile west of Towne Road. TI1e site is zoned S-lIResidential- Very Low Density. . Filed by Dennis Olmstead of Stoeppelwerth & Associates, Inc. for Centex Homes. d. 8..02 SP Total Fee: The petition has been placed on the March 20th T AC agenda. Please contact Dennis at 849-5935 with this information. Once the docket is assigned please retum the file to my office. Thanks, \ '\ 'F'-~y~~ \ ~-\~.~~::L 9\.s~- Jon '. t(\~ '9- 2) 0"~ ~~g ~~ h( 1 / lJ u ,/ \--~._' 7-= -~;;-.~ DATE: March 5, 20D2 APPLICATION FOR SECONDARY PLAT OR ~Lf\l1 Ft!e: $500.00 OJ" ($400.00) DOCKET # ~ RECE'VED MtlR 5 2002 DOCS , .~ ~) TIle undersigned agrees that any constructioo, reconstruction, enlargemen1f rekJcation or attetaWn' Of 'structure, or allY change in the use of land Of' structures requested by this application will comply wtth, and confonn to, ait arm/bible laws of the state of Indiana, and the Zoning Otdinaoce of Cannel, Indiana - 1980, adopred under the authority of AdS of 1979, Public Law 178f Sec. 1, et. se(l. General Assembly of the State of Indiana, and all Acts amendatory tlleretc. Name of Applicant: Centex Homes Phone # (317) 915-2200. A<<tress of Appbnt: 6602 East 75th street, Suite 100, Indianapolis. Indiana 46250 Name of Owner: Centex Homes Name of Subdivision: The Lakes at Havden Run, Section, 1 Legal Description (To be typewritten on ~ $hect and at1:ached). Area (in aae;): 14.625:t Number of Lots: 68 length in miles of new street'; to be dedicated to public use; 0.42 ~ " Surveyor certifying plat: Dennis D. Olmstead ~"j1ishers Signature Of Applirant: (Print) Thomas L. l<utz TITLE: Land Development ~1a...'1ager lUlliI~~~t:1 If! ~ '****III;fllI(.fl..i::4LI~I'YI:" t II II ~l.A~' t, t f ur:r:A4lu., I fit' , ! I&I~. I r ,+-M. S'iATE OF mDl'ANA County of 55 Hamilton. Before me, the undersigned, a Notary Public for Hamil ton Thomas L. Kutz and acknowledge the March . ~ 2002 . My Commission Expi~ 09/09/2006 County, State of Indiana,ptnOnal~ appeared -. foregoing instrument this 5 t day of 5.1.1Q.ApD1ic.ation fur Se:ondarv Plat. Two (2) COpies; or more if net:eSSa1)l. of the secandary piat and tl1e cmlstr't.1dlM plans, t.ogetfle". with supporting documents, shan be submitted to the Buitding Commissioner with this ;:tpplic:atlol1 and the application fee as indicated in Settloo 29.6 of the Zoning Ordinance. Additional plans to be distributed to necessary auttJorities by applicant. Received By: Fe: ~ ot~\fnrm!:lc\~nl$tt ~nn r~vt'i!llIo1 OQtrl~IQ" ,'; " u u THE LAKES AT HAYDEN RUN A part ofthe Northeast Quarter of Section 29, Township 18 North, Range 3 East, Hamilton County, Indiana, more particularly described as follows: Beginning at the Southwest comer of said Quarter Section; thence North 00 degrees 05 minutes 51 seconds West along the West line of said Quarter Section 1,628.97 feet; thence North 89 degrees 09 minutes 50 seconds East 233.52 feet; thence North 53 degrees 53 minutes 57 seconds East 76.17 feet; thence North 82 degrees 32 minutes 49 seconds East 115.33 feet; thence South 68 degrees 48 minutes 18 seconds East 105.36 feet; thence South 28 degrees 24 minutes 52 seconds East 97.21 feet; thence South 13 degrees 53 minutes 52 seconds East 90.82 feet; thence North 56 degrees 55 minutes 25 seconds East 38.27 feet; thence South 49 degrees 51 minutes 37 seconds East 140.00 feet to a point on a curve concave northwesterly, the radius point of said curve being North 49 degrees 51 minutes 37 seconds West 215.00 feet from said point; thence northeasterly along said curve 23.51 feet to the point of tangency of said curve, said point being South 56 degrees 07 minutes 34 seconds East 215.00 feet from the radius point of said curve; thence South 56 degrees 07 minutes 33 seconds East 71.57 feet to a point on a curve concave easterly, the radius point of said curve being South 79 degrees 43 minutes 24 seconds East 20.00 feet from said point; thence southerly along said curve 20.74 feet to the point of tangency of said curve, said point being South 40 degrees 51 minutes 16 seconds West 20.00 feet from the radius point of said curve; thence South 49 degrees 08 minutes 44 seconds East 174.35 feet; thence North 40 degrees 51 minutes 16 seconds East 140.00 feet; thence South 49 degrees 08 minutes 44 seconds East 417.28 feet to a point on the East line of the West Half of the said Northeast Quarter Section; thence South 00 degrees 10 minutes 03 seconds West along said East line 1,081.33 feet to the Southeast comer of said Half Quarter Section; thence South 89 degrees 37 minutes 08 seconds West along the South line of the said Northeast Quarter Section 1,328.12 feet to the place of beginning. Containing 44.412 acres, more or less, subject to all legal highways, rights-of-ways, easements, and restrictions of record. 8/41848S liLegaIJPlatLGL March 5,2002 BAH(R) EEF(F) u u UTILITY SUMMARY FOR THE LAKES AT HAYDEN RUN Electric Electric service will be provided by Cinergy. The development will be served by existing power service within the area of the subject site along 131 sl Street. Telephone Telephone service will be provided by Ameritech. The development will be serviced by existing telephone facilities along 131 5t Street. Water Water service will be provided by Carmel Utilities. A watermain must be brought to the site from approximately 1315t Street and Towne Road. The exact route and size will be determined by Carmel Utilities. Sanitaty Sewer Sanitary sewer service will be provided by the Clay Township Regional Waste District (CTRWD). CTRWD has proposed to construct a new lift station on school owned property on the South side of 1 26th Street and extend a gravity line northerly from the lift station along l.W. Brendle Drain to 131 st Street. From that point, the gravity sewer will extend North within the boundary of this project located near the West property line. This project can connect directly into that interceptor sewer. Drainage The pre-developed drainage follows basically a sOl.!-theastwardly pattern across this site to the eastern arm ofthe J.W. Brendle Drain and continues southeasterly through the l.W. Brendle Drain. Post-developed conditions will generally follow that same path through a series of swales and pipes directing storm water to retention ponds located along the East and South sides of the project. The ponds will ultimately outlet to a pond located at the Southwest corner of the project and will discharge into a pipe which will cross 131 sl Street, where it will outfall into a pond located in the proposed Hayden Ridge Subdivision, where it will flow through that system and ultimately outlet into the open portion of the 1. W. Brendle Drain. Gas Natural gas service will be provided by Vectren Energy. A gas main must be extended to the site from approximately 131 sl and Towne Road. The exact route and size will be determined by Vectren Energy. S;\41848\Legal\UtilitySummary October 19, 200 I 9.6 TIlE SUBOl VrOR U Tne fo.l1-mnng agreement shall be included as a submittal with the final plot application. AGHEEMBNT The developer shall be responsible for any drainage problems includ- ing standing water, flooding and erosion control, which arise or bE;lcbme evident at any time duriug the 3 year maint.enance period after ,release of subdivision bonds, and which is attributable to a deficiency in subdivision drainage qeslgn or construction of drain- age improvements. This shall inclu,de all pipes, structures. swales, ditches and ponds which are pertinent features to the prope'r drain- age of the subdivision. This rosponsibility of the developer shall not, however, include problems which a~e create~, '~JUbBequent to ,the completion of the subdivision imp~ovements by the improper grading by.indlvidual builders, or structures and. improper grading lnstalled'or accom- plished by individual homeowhers. . ' , ., It is the intent of this requirements, that the ,developer shall, , , specifically, provide such sup-surface drains, or storm sewers or ditches as are required to prope'rly rectify any drainage problem or sub~5urface wat.er problem which ,was not contemplated in 'the o~iginal approved'subdivision design, including, but not'restricted to, disposal of sub-surface water from footing drains of individual lots. {WAD IMPROVEMENTS: 'The" .typical agreement for existing contig'uolls Hamilton County Roads which are subliltandard, with Hamilton County is; The developer will put in 12 inch stone base to the required width at thel road, and grade the shoulders to q minimum of 6 feet width and cons truct proper side-ditches', or, provide storm sewers and curbs. This will be the black top grade during construction of Bubdivlaion. Then the county wilL come in and cut out 3 inches and put in 3 inch binder asphalt after which the developer will be responsi~le fo~ 1 inch bf asphalt topping. This is being done as joint projeots between ,county and deiJeloper. An agreeme,nt shall be e)(ecuted, in writing,' between the 'developer and ~amilton '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 roadB or portions thereof which are included. If the subdivisibn is co~templated to be annexed to. the City of CaI:'mel, then the agreement sha.ll include ,the City of Carmel Board of Public WO,rks'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' ol annexation. ' , -~ --;- A/~' PER ' t~o;:;Ci.1 ~ :3 /~/07- l . DATE REV:' 5-79