The URL can be used to link to this page

Home My WebLink AboutApplications It . Is ~J .9(1 ~ ~,? ~qlttJ 1/ ~ <'t1{f ?~ Fee: $772.50 plus $103.00 per lot ($257.50 plus $103.00 per ./ 43~' (-O~ DOCKET NO. DA TE: The undersigned agrees that any construction, reconstruction, enlargement, relocation or alteration of structure, or 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: .m i ('--"~e I ~ & Y Phone No. 6) I )-n (() -} ~ 0 I Fax No. @>7) --(7 () - I~ 2 ( Address of Applicant: 5D J ~ D\A+h q-th ,<stY R e t- 6I l ) ~k-sv. \ Ie I .:r:J~ 4lo lX..tJ D Name ofOwner::\CA.c....\c; ~~*'d~). 1 rcJ.::J\ne Phone No. ~n2:::J.'5ry-~'11 Name of Subdivision: I ~e\+ C1d~ ~ (o~ Legal Description: (To be typewritten on separate sheet and attached) Area (in acres): l:J. 0 , 0 ~ Number of Lots: d.5 Length (in miles) of new streets to be dedicated to public use: ,lo ( h'\( i~) · Surveyor certifying plat: (Vl;rJ,oe.1 br:-fI:j I J){)~ LOi~ 0e4..,.. Sere/. Address: SDI S ,q-M~ st I(J() j\1b1es i/JII~ Phone No(}>{/) 770--180/ **************************************************"::;:::*~l;?********sT ATE OF I NOlANA, COUNTY OF , 55: The undersigned having been duly sworn, upon oath says that the above information is true and correct as he or she is i formed and believes. SIGNATURE OF APPLICANT: ~MA Print: /JiM!;,EL j. · DE 250G:' Subscribed and swom to before me this i I day 0 ~ \....., 20 0-::;: / r::;! ;:::r::1,\o.""'i'" f~,i"'RBO~JR ~/;AU /If .IJcvJ;trVU .."."l.~c..! ~ nIt. uA "\... . Notary Public, Hamilton Co., IN otary Public My Commission Expires: f\!;'; C()~!!,~.,,~~oi~es Auq. 21 2~09 *************************************************'*'**************************** 5.1.10 Appti~tion for Primary Plat Two (2) copies, or more if necessary, of the primary plat and of the construction plans together with supporting documents shall be submitted to the Director of Current Planning with this application. Thasa plans to bA dlstributad to all TA~hnl~al AdvlAOI)f Committee authoritiA9 by applieant FEE: Received by: Z:\shared\forms\PC applications\primaryplat 01/04105 e It Water Water is currently supplied by the Indianapolis Water Company with water mains located along the adjoining rights-of-way for 116 Street and Hoover Road. It should 1) noted that the City of Carmel may attempt to acquire the Indianapolis Water Company's assets within the areas of their zoning and development jurisdiction and that said water lines would be under their jurisdiction and control. Sanitary Sewer The site is currently located within the Clay Township Regional Waste District (CTRWD). Sanitary sewers are located north and west of the property, but not adjacent to the property. The map taken from Clay Township Regional Waste District map shows that in the future a lift station will be placed at the intersection of 116th Street and Ditch Road and that a force main will carry sewage easterly along 116th Street to an outlet at Springmill Road. Two gravity lines will run East and West from said proposed lift station. The westerly extension will run westerly to a point west of the said site. To view proposed location and the red proposed improvements in the area, go to http://www.ctrwd.org/maps.htm. It should be noted that there is no anticipated time to begin design and construction of these lines in this area. A review of existing sanitary sewers in the area indicate that the only existing lines in the area are located approximately 2000 feet Westerly of the Southwest comer of the said site and 1750 Northerly of the Northwest comer of said site. It should note that neither sewer is of sufficient depth to service the site without the construction of a lift station. Therefore, the development of the site, if sanitary sewers are required, will necessitate the construction of a lift and force main and potentially off-site sanitary sewers. Some of this cost can be recuperated by agreement with CTRWD. However, said cost and effort will be bourn by the developer initially and there would not be a total recouping of that expense. Drainage Drainage for any proposed development will be reviewed by the City of Carmel and the Hamilton County Surveyor's Office. Storm water detention will be required for the development of the site as well as designing a system to pass offsite water through the site to its outlet South and East of said site. The existing drainage outlet for the site appears to be located in an area 230 feet westerly of the Southeast comer of the overall site running underneath 116th Street. The approximate outlet elevation, based upon topographic information furnished by the client, would appear to be 864 feet above mean sea level. The approximate area of the off-site water passing through the subject site is 45 acres (worse case scenario) as being 'contributed by the Coxhall Park Redevelopment Master Plan. Should said Master Plan be full executed prior to the development of said site, drainage analysis as provided by Cripe (Architect and Engineer for the Project in question) for the project in question projects a 10 year Existing Flow Rate of 14.1 cfs (cfs = Cubic feet per second) and a proposed 100 year flow rate ^ IddV ::>UtlVUI~VJ.::> :::u.VJ.::> UI~V IVtl::lU::l::l a!tl!l>JafUll ^tlMaaJ:l seA seA 4loq 'IBUO!ldO dlV aas seA (.a\7) v .001 AeM>jJed IB!IU9p!sel:j seA seA euoN dlV ees seA (.av) v .01>1 A9M>J.l1ld NeW!ld - seA seA oooN ellV eas seA (,a\7) t>- .rel A9M>jlBd NepuooeS ~ ".".j . seA ON euoN dlV 9aS seA (,av) v .ffill 19!Jew Ai9Wlld seA seA euoN dlV ees seA (,9\7) I> .06 IB!lew Nepuooas @,'U$$.@ .j j . seA seA 4loq 'IBUOlldO dlV 9aS seA (,a\7) I> .00 19a11S J010llIIOO - .-- oN seA AlUO ep!s 000 dlV aas seA (,OS) ;: .OS (S) lofBl"ll9allS Jll!lUepISel:j oN seA AIUO eplS 000 dlV aas seA (,9;:) ;: .01> (;:) JOU!l"ll9aJIS IBllUePlsal:j ON seA euoN ON oN (.<2);: .01> (I) eU9119aJIS JllllUeplsal:j ON seA euoN ON oN (,;:1) I .01> AellV sflUllUBld S9aJlleeJIS flUptJBd 1ge.qs-uo S4lBd 'i sqmO (4lPIM MOl:j uOIle:J!!!SSBIO &!19!X3 peso Jejjl18 slfIBMeP!S lueWeAed wnw!l<Bl"l) seu91 WnwIXBl"l SPJl:~PUBlS u5!saa O!JlaUJOao UJnUJ!U!V\J papuaUJUJoOaH - - - - _.- - leaJlS 419G ~ JaqOlOO paAoJddv luaUJpuaUJV d!4SUMOl ABIO ~ 18WJBO JO Al!O JB8 A OG laaJlS I I I I J I I I I I .. :0 ~.