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Home My WebLink AboutApplication II0CD DATE~ 1/15/99 APPLICATION FOR SECONDARY PLAT OR REPLAT l~ee: $500.00 The undersigned'a9rees that any construction, reconsO'uction, enlargement, relocation or alteration of structure, or any change in the use of land or smuctures 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 authodt~ of Acts of 1979, Public Law 17B, Sec. 1, et. seq. General Assembly of the Stete of Indiana, and all Acts amendatory thereto. NameofApplicant: Keith Lash Phone# (317) 574-3797 AddressofApplicant: 12726 Hamilton Crossing Blvd. ~ Carmel~ IN 46032 Name of 0wnem BDC/Cardinal Assobiates~ L.P. NameofSubdMsion: Moffit~Farm at Prairie View, Section 2B Legal Description ['Fo be typewritten on separate sheet and at~ached), Area (in acres): 13.85 NumberofLots: 25 Length in miles of new streete to be dedicated to public use: 0.36 miles Surveyor certifying plat: Norman Hiselman Surveyogs address and phone #, 12726 Hamilton CrosstnA Blvd., Carmel, IN 46032 Ph# 574-3797 Tr~: The Schneider Corporation - Project Ma~aKer STATE OF IND~NA Coun~of Befo~ me, ~e unde~igned,.a No~ Public for ~A~ILTe~ ~unW, ~m of Indiana. pemonaiN app[~md ~g~'~ andac~owledge~eexecufionof~efo~goingi~men~is~dayof~19 ~ · 5.% ~ 0 Apolica~on for Seconda~ Pla~ Two (~) cop es, or mo~ if necassa~, of ~e seconda~ p atand ~e co~s~c~on p~ ~ge~er wi~ suppo~n9 document, shall be submi~d ~ ~e Building ~mmissioner wi~ ~is appli~on and ~e applica~on in~ica~d in Sec~on E9.8 of ~ Zonin9 D~inance. Additional plans to be distributod to necessar~ authorities by applicant. FEE: Received s:~fOrms~secplat, app revised 01/07197 1 The developer shall be responsibL~ for any drainage problems includ- ~i~g standing water, £1o~ding and erosion control, ~which arise or 'hec~me evident at any time during .the 3 year maintenance period after release of subdivision bonds, and ~hich is attributable to a deficiency ~n subdivision drainag~ design o= construction of drain- age improvements. This shall include ail pipes, structures, swales, ditches and ~onds which are pertinent features to the proper drain- age 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 accom- plished b~,r-individual homeowners. ~t is the intent of this requirements, that the developer shall, ' specifically, provide such sub-surface drains, or storm sewers or ditches as are required to properly rectify any drainage problem or sub-surface water. ~robLom which was not contemplated in the original approved subdivision design, including, but not restricted' to, disposa~ of sub-surface water from footing drains of individual lots. ROAD IMPROVEMZNTS: The typical agreement for. existing con~iTaous ~amilton County Roads which ars substandard, with H~milton County The developer will put in' 12 inch stone base to the require~ width of ~he road, and grade the shoulders to a minimum of 6 feet width and construct proper side-ditches, or, provide storm sewers ~nd curbs. This will be the black top grade during cons~ruc~ion of subdivision. Then the county will Co~ in and ~ut ou~ ~ inches and put in 3. inch binder asphalt after which the de,eloper will be responsible for L 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 he 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 include~. If the subdivision is contemplated to be annexed to the City of Carmel, then the agreement shall i~ctude the Cityof Carmel Board Of Public works as a signatory, which shall he 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. DATE D EVELOPE'P. Port of the Nor LAND D£SCRiP~ON Count . theost Y, Indinno being dOe::~e,r.of Section 56 ,,~e~l os follows:2?' Township 18 North, ROnge 4 £ost of the Second Principol I~eridion in HOmilton Poht ~ O0 12 fee 29, Nor~ 56 minutes $0~.97 17 Ocres, degrees Moffitt Farms 2-B at Prairie View The following is a report describing the water, sanitary sewer systems, and drainage on the above referenced project: A. Water System Water to each of the 25 lots and amenities will be provided by the City of Carmel Utility Department. There currently exists two 8-inch mains at the street stubs bordering the proposed project. One main connects to the east along Tall Timber Run existing in Moffitt Farms Section 3. The other main connects to the south along Mattock Chase existing in Moffitt Farms 2A. A connection to the existing mains will be made at the terminating ends in order to extend 8-inch mains with'm the development. The Cul-de-Sac will be serviced by a 6-inch line reduced from a 8-inch line at the intersection of the two proposed streets. Once the mains are constructed, this section will finalize a loop in the Northeast comer of Prairie View. B. Sanitary System The sanitary effluent for the site will be accepted by the City of Carmel. Similar to the water system, there currently exist two 8-inch sanitary mains for connection previously constructed for service in Moffitt Farms Section's 2A and 3. Both of the 8-inch mains that will be extended from existing mains which will terminate in this section. Therefore, all mains will end in this section and will not be extended in the future. C. Storm System The rainfall runoff on the site will be managed with a combination of open swales, subsurface drains, and reinforced concrete pipes. Certain segments of the proposed reinforced concrete pipes will connect to existing storm sewer pipe built in Moffltt Farms Section 3. The collected runoffwill be directed to one pond along the south boundary of the proposed site. This water will enter the overall drainage system of Prairie View which was outlined in the Master Drainage plan for Prairie View.