Loading...
HomeMy WebLinkAbout06050171 Site Plan , II lrlc:l SLJ~~y~rs ldustrial Drive, Carmel, IN 46032 7.844.3333 F 317.844.3383 NVVVV .seagrou plle.eom Grou I w. 131ST. .,-, 50' j Storm Str. R/W Tc=903.91 Per Pion 100.01 PROPOSED GRADE PER PLAN - GROUND WATER FLOW -,.,,- SANITARY SElltR UNE -"" - STORM SElltR UNE -""- WATER LINE .--------- EASEMENT LINE - - - BUILDING SETBACK UNE CURB TM STM- IT PLAN WAS o BASED ON nON TAKEN FROM PLATS, SUBDIVISION lECORD DRA\I1NGS ANS PROVIDED BY T IS THE IBILlTY OF THE TOR TO VERIFY SI TE NS PRIOR TO CnON AND NOTIFY A GROUP LLC and ( OF ANY INCIES. I OF UTlLlTY ; ON PLOT PLAN oRAL LOCA TlONS ~ AND SHOULD BE IN THE FIELD. TO ENSURE POSITlVE ~Y FROM lE. BE PLACED BY ~S NEEDED. UILDER IS TO )EYARD SWALE TO ;HOWN ON THIS BUILDER IS o ACHIEVE JRAINAGE AWAY lPOSED E, THE ENGINEER CONTACTED. S NOT TO DEVIATE IDES SHOWN ON I \I1THOUT THE 'OF-'BO,r-\" THE AND BREN\I1CK. THE FiNISHED oVATlONS AND )ES DEPICTED ON . PLAN is OPEN :W BY BREN\I1CK ENT. THE BUILDER NED THAT SAID ON IS SUBJECT :E. .OCA TlON PER TlON PLAN CONFIRM BEFORE TlON OF 6" LA TERAL AND ~VlCE LINE. 4CRETlE APRON TO ISTlNG ALLEY 'AVEMENT N STlREETS FROM :A VlNG LOT TO BE IT THE END OF : TO BE USED -OED TO KEEP IF STlREETS AND 'DRM SEWERS. VATlER TAP TO BE I \11TH GRANULAR ro \I1THIN 10" OF HB. STM LOCA TlON OF UTlLlTlES ON PLOT PLAN ARE GENERAL LOCATlONS PER PLAN AND SHOULD BE VERIFIED IN THE FIELD. GRANULAR BACKFILL SUGGESTlED UNDER DRIVEWAY AT SANITARY SEWER LA TlERAL TlRENCH, WATlER LINE TlRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITlJATlON OCCURS) NOTlE: (SECONDARY AREAS - WESTCLAY) MAX. HEIGHT: 35' ON LOTS 1 DO' AND LARGER (TO EVE LINE) 30' ON LESS THAN 100' MAX. COVERAGE: 50% 1905.01 .. 10' PATH 1905.0 I WTlt_WTR_WTll_WTll_wtR_1 DU&SE 904.93 COIIIIONS BlOCK "F" CURB GAEENCAOFT S1Rtt:: I ~ -1- ~ ~-r J:C'J.- Yq./ (j 1y'2--- U (]lO 23' SSD CURB R/W I 50.00' 1904.71 0Cl 120') "" 0 ~ ~o.~J _ _ _ --1_~0~ ~~&~~ __ rn ~ PORCH I 905.9112' BTL 815.33' / 8.67' N PROPOSED FRM & MSY a ---- RESIDENCE 0 r---- FFE= 908. 4 N 0 "<I- '" L() BSMT 3: ~ 3: I') 0 FFE=898.H ~ I') 8.00' ~ ~ NOTlE: (PRIMARY AREAS - WESTClA Y) MAX. HEIGHT: 30' BUILD-UP LINE: 2 STORiES MAX. COVERAGE: 50% NOTlE: PAD ELEVA TlON SHOWN IS PER PLANS AND IS NOT THE AS-BUILT ELEVATION. NOTE: THE INFORMATlON FOR THE ELEVATlON DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVA TlON TO THE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY .THE B.UILDSR. ~__ _ _ a I -. . ._ ,--=," ~-o -u . - ~-- " .,: '" ill 0 .,: "- <0 I 905.91 ~ 8.00' ~ ;... ""'- ill <Xi 3: r-- 3: I ~ ___-l 8.00' ---- AREA OF WATlER TAP TO BE RESTORED TO ITS' ORIGiNAL CONDITlON PRIOR TO CONSTlRUCTlON. ALL SERVICE LA TlERAL CROSSINGS AT CURB ARE STAMPED SS= SANITARY SEWER SD~ SUBSURFACE DRAIN W= WATER LOT# 450 6.540 S. F. z <:i GARAGE FFE=905.9 a o N N ___ ~ ~ ~~ cs:: b~~:i: _010- Ul ~ I, II".. 5.0' 905.5 32.00' CON C. "IN. 6" DRI VE SANITARY ~ LATERAL 23.9' c iii~ ~~~ _m" C I ~ ~.!:!o.. I 905.51 \ 13.0' ----- t---- \ ~ ~ ~ APRON SA~ SANT ~ , MINIMUM SETBACKS : 3 FeP.t (5 Feet Min one side) : 20 Feet t of Lot Width (10 Feet) ~\\""""""'l ~"c,~ ~~9..5)/s~"~ ~~ ....~G\STf~;:..~~ ~.;s.... q.: N ()....\<'~ -Q:' . 0 '. (<'\~ - : . .. , Description: =00 : . ':. ;0-= = * ~ LS20200083 i * ~ lber 450 in Village of Westday. Section 5001, an Addition in Hamilton County, = ':. : ,: - . . .. ~ ... STATE OF .... ~ as per plat thereof recorded as Instrument Number 200500019934 found in the ~<"" ..,~~ ~ -1 '" INDI"~~'" C) ~ ~ 1'0............\, ~ the Recorder of Hamilton County. Indiana. ~"" SUR\! ~",,,, ~111""Il"\\\\ Prepored For: ~~ PLOT PLAN Kent Shoffer Builders, Inc. 1"=20' I Drown by: OJR Residence Moy 4, 2006 I Revised: 2191 Greencroft Street