Loading...
HomeMy WebLinkAbout04120042 Site Plan ~~ Scmeider The Schneider Corporation 8901 otill Avenue Historic Fort Harrison IndlanapoliJ, indiana 482l8-1037 317-828-7100 317-828-7200 'AX EDilneerilll 3urveyiDg WWcapo Arehlteclun CIS 'US ""'Iou Plot PlCIl Prepal ad for: R.Ho of IndiClla BlOCK 1 Lot I 267. containing 4.378 SHoo In Stanford Park P10tPlCllleQend SectlCll I J [lIII!j&J Proposed Grode. Insbument I Unrecorded 000.0 Exlslilg Grod.. P C. I X. Slide I X - 000.0- ContOLU Gl"ode o * APpro. Lot..-alLOC<ltlon Oay Twp, HcnDton County - . - Sonitcry Sew.. Lil.. -.- Storm Sewer Liles See 20. T29N. RJE. - _ - Wet.. SerAce Un.. - . ~OO.JlEN G41E 0RI~(24' R/Wl. I _.n e n-_~~:.rl(~r:~..~;''''''') P""""OO Date: 09/21 /200.~ 0 811' JOG/NAA . B<<hlw Inl.t (Stann) .....- 0 I' III c..rb Inl.t (Stann) Proposed Bu)llll'(s}. SPEc. 0 End SeoUon (Stann) .... fn H~ront - ...- ... -Row Une of swole - - ~ld""g lil. (Bl / BSL) ------- Eosemontlile Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggre<jat. = 6 (S.H.) Sanitary Sewer Costing Information Upstroom Manh~.. TIF 916.90 Downstream l.lanhole, TC= 916.40 per pion Sod Calculations: Drive = 225 SFt Private Wolk = 181 sri Sod = JJ3 sn . wh~e )Ord 1916.3011 /'1916.0511 SIi 5' PATH f" -<( a.. I- -' 0 -<( :I: <( a.. (f) 0 -<( 0::: "0 W z: 0::: 0 m ---.J W :r: (f) I "-)'" I , ~~1- "-)~ . <:> '/ j/ /1 ~ ( I ~ I I ~ 28.5' 3' WALK ~ /24,5' .J ! ~I 30.0' Y. R.D.E. 13 Q. uJ ~I -""I '" "" ..,: C"ol ro~ /6 ~ Note: This drawing is based on cOflstructioo 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 !mould be reported to The Schneider Corporation immediately; failing to do so results in the contractors assumption of all liabili~y. Note: Bunder to ensure positive drainage away from structure{s). Lot # 267 Vb04.0026097 ~ ~ =~= ~ Assumed North Scole : I" = 20' Detal of Ground/ Storm Water flow pattern 'for indi..,;duollots. I I I \ I I In, ,WI . ~I oR' ~ TYPICAl SWALE SECTION NOTE: THE II1THIN PLOT PLAN WAS PREPARED AT THE CLlENrS REQUEST II1THOUT BENEFIT OF A RECORD PLAT. THE CONTRACTOR AND JOR BUILDER HAS BEEN CAUTIONED THAT THE DEPICTED LINES SHOWN HEREON ARE SUBJECT TO CHANGE. ROlL CURB TC= 916.90 PER PLAN []lIT] 38.76' <..>>- zen 0,,",,", .... <..> ~oldi5 ~~~ i- ..,: C"ol 15.0' - ~.. ""- -tle Cl , 19~6.1711 WINDY KNOLL LANE I TC= PER PLAN / 110.92' J. f. NAE _ _ _ _ _ _ _ j ~ ~ I ~ ~ ~e ~ 11916.9182.27' 5i 5i I ~ 38.76' SO€NCl: IS ON OR NEAR PROPERTY UNE -..... <<>- ,~ en "''''~ Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-five feet (35') provided the side and rear )Ords are increased an additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height REVISION #1 CHANGED LOT NUMBERS 12/08/04 AMA 13.0'" ~ ln~ ~ -.r to 0'>1 ~ m ~ i3 w ~ I > . I 0::: 010 ~l~i ~ "'I 1 <( G z: w o ---.J o C) < ~ f- :z w <25 I~ w (f) (f) w tle '-" w -..... (f) (f) W tle '-" ;;; . -<( . "" u o -' fD