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HomeMy WebLinkAbout04120042 As Built Plot P1C1l Prep<nd for: R.H. of IndiCll" BlOCK 1 lOlS 267-273 Stanford Pari< Section , 3 Instrument , Unrecorded P.C. , X. Slide , X Qay Twp, HamDton County See 20, T29N, R3E , Prepared Oate:-09 /21/2004' . By. .YJG/ NAA BLOCK 1 LOTS 267-273 ~ ~ =~= ~~ Schneider ~ 4, ~I 9.rJ.'E ~ TYPICAl SWALE SECTION REVISION #1 CHANGED LOT NUMBERS 12/08/04 AMA NOTE: THE ~THIN PLOT PLAN WAS PREPARED AT THE CUENis REQUEST ~THOUT BENEFIT OF A RECORD PLAT. THE CONTRACTOR AND/OR BUILDER HAS BEEN CAUTIONED THAT THE DEPICTED LINES SHO~ HEREON ARE SUBJECT TO CHANGE. The Schneider Corporation 8901 otis Avenue Historic Fort Harrison IndiaDapolis, Indiana 48216-l037 317-826-7100 317-826-7200 FAX Eogineeri1l& Surveying LaDdlcape .lr<:bileciure GIS .IJS Geology Plot Plan legend I 000.0 I Proposed Grades 000.0 Existing Grades __ 000.0-- Contour Grade * Apprax. lateral location - . - Sanitary Sewer Lines -n - Storm Sewer Unes - IJ - Water Service lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) 8' . Beeniv, InleqStorm' __.' 11III Curti:inlet '(Starm) , D End Section (Storm) ... Fire Hydrant -., 0" -.,.,., - F1ow:Line of swafe - Building Line (Bl / BSl) - - - - - - - Easement line Nate: This drawing 1s based on construction plans or record drawings, and is not based upon a field survey. The Schneider ,Corporation does not warrant the accuracy or sufficiency of this Information. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately; failing to do sa results in the contractors assumption of all liability. Note: Builder to ensure positive drainage away from structure(s). Detoij of Ground/ Storm Water flaw pottern for individuollots. t t t \ I I ,il, I I \ I Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to hrenty-five feet (25'), however 0 dwelling may be increased in height to thirty-five feet (35') provided the side and rear yards are increased on additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in heign!. LANE ~ I .0 '" ~ " , [I ~ .... .. N >- ......., 15 i:S"''''' ~ !l!:g,; i5g~ :::I~ci !3 ~ ~>'" ~ u .. - 1- 1916,901 1916.301 111916.0511 19;6.171 I -. ,1- WINDY KNOLL I TC= PER PLAN 5' PATH 110.92' -.1i.NAE_______ I ~ ~ I, ~6.' 182.27' ~ ;ji I b I 38.76' 2M' . 15. ~L_ ______~ TC= 915.00 I 23.r 30' R.D.E. lij EXISTING :J=I ~ I [!!ill HANDICAP RAMP CURB ;< < ~ ::;! ~ 2! "!2 0 <( 0 0:::: W :z: 0:::: 0 IT) '"" 0 '" Id --.J '" ;21 w Lei 0 "'I r~ ::r: '" U) 28.5' 3' WAll( ~ ~ r5' Ii 3' WALK 26.5' 30.5' 3' WAll( 24.5' II 285' 3' WALK 26.5' 30.5' I I I I 3'WAlI( LLJ 24.5' <=> '" b '" I I r 30.5' II II II II II Ii II If / r-- I It 3' WAll( 24.5' NOTE:\ CONTRACTOR TO MA NTAI A 10 FOOT SEPARATION BETWEEN THE SANITARY LATERAL & WATER LATER L --lJl--------j · 91 38.76' ~ lorl .., ~ 267 i~~ !li!!~ 15.0' t: in~. :t -~ o 38.76' ~ - Bl ~ --- LOTI ~~~~ 268 ~t;;i!!~ 38.76' ARKING- " ~ --- mm!ii I!~~ 38.76' 0. ~ ~ ~ lOr, l<i 269 --- LOTI I~ ;!iil;l 270 d""e "'i!!t! 38.76" ~ ~ L~;! i~~~ ,..,I;;i!!~ 38.76' :;'-~1;; ~ L~;t ~~:~ ~t;;i!!~ 38.76' ~ - Bl ~ 15.0'. ~ io~ ~ -:5 VAA R ~ i~~ 2i!!~ >- :;; N ~m:G .., .., ~ lOT' ~ 273 [!!ill 82.23' ~ ~ .... f';ZI :!::5. I: "'0-' II a:::: I <.>"" >"-0-, ^,!- TC-916.40 PER PLAN