Loading...
HomeMy WebLinkAbout07050131 Site Plan ~~ Scmeider Note: This drawing is based on construction pions or record drowings, ond is not bosed upon 0 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 Plot Plan Legend Schneider Corporation immediately, foiling to do so results []QQ]] Proposed Grades in the contractors assumption of all liability. ; 000.0 Existing Grades Not<< . __ 000,0-- Contour Grode The basement e1evatlon, depicted hereon, has been determined and * Approx. lateral location basad on the pad grada end/Of cootou~ token from: the construction - . - Sanitary Sewer Unes pions fO( this subdMston. Unless stated, no information about -IT - Storm Sewer LInes fluctuating woter tables, soD condItions. or soU t)pea has been provided - 1,/ _ Water Service LInes Of stated on said pions. ThIs lot Is located near CI body of woter. lot _ _ _ _ _ _ _ Sub-Surface Drain LInes or soD conditions may require that the basement floor; e1evatron be . Manhole (Sanitary or Storm~~d 2 foot 000... normol pool ~.",tloo. Sit. In....tlgotloo moy b. .. Beehive Inlet (Storm) needed If water Is encountered during the ~lCcavation ~rocess or If om Curb Inlet (Storm) other known water e1eYCtlon or soRs conditions are pr~t D End S ti (St) In....tlgotlon ond ony rllll1edlol procedures I. ot the dlscr.tloo of the ec on orrn buDder to determine and toke approprlote steps of octlon. If any ..... Fire H~rant groond water Is encountered during excavation the buUder Is - C 0 C - C C C - Flow Line of swele encouraged to contact The Schneider Corporation to discuss possible courses of octlon. NOTE: SUMP PUMP(S) TO 8E PLACED BY BUILDER AS NEEDED. The Schns1der CorporaUon 8~ ot1I AftDue Blslorio ,ort. IIArriaon l""I..n..pnUl, Jndl.ana 46218-1037 317-826-7100 317-828-7200 FAI En&Ineerlni 3umJIn& wdscape UchIteclurs 01S .llll GeoIOC)' This Plot Plan Prepared For: SDverthome Homes Lot # 18 ,containing 14,000 S.F.J:, in Aberdeen Bend Subdl\'lslon SectIon' 1 INSlR. , 200500066134 Book , 3, Page , 739 HamDton County, Cloy Township 12927 BIRKENSTOCK STREET (SO' R/Yf) Carmel, IN 46032 Prepared Date: 05/02/07: By. KAG Community Restrictions: Side Yard = N/A Rear Yard = 25' Aggregate = 30' Zoning = SI Snverthome Homes Pod Grode = 917.8 per plan Pod Grode + 1.0' = Garage FIT (918.8) Garage FIT + 0.5' = Residential FIT (919.3 ) Residential FIT - 10.0' = 80sement FIT (909.3 ) Driveway Slope = 2.2X Note : The garage finished fioor elevation is 1.8' above the curb at the drive, per plan. Ground Cover Calculations: Drive = I,95OSFf Public Walk =419 SFf Private Walk = 256 SFf Seeding = 4,632 SFf Sod = 4,476 SFf ,to the rear of home. MH#I06 TC=915.70 PER PlAN jU.o o d -\ ::J~~ :go o::i -;:; 1n '" - \ - ~ In MH#107 TC=917.40 PER PLAN f- LU LU ~ (/) ::.:: u ~ (/) z: LU ::.:: c::: CD , , , : < PER4~: I ~ ~ <! 1l; 1"8 d o Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC= 917.40 Downstream Manhole, TC= 915. 70 per plan. Note: The contractor Is to maintain a minimum distance of t8l1 feet (10') between the sanitary sewer and water Une laterals. 916.90 LOT # 18 VB07.0073110 , , O.taO of t)llicall Ground Water flow pattern for IndMduollots. o ~ =~= o Assumed North Scale: I" = 30' ~' =W= - --- Note: Builder to ensure positive drainage ~way from structure(s). 912. 0 9.0' 140.00 E! .~~.... 39.33' ~ eU<ft. ~ ~ 30.3' too' m~~1 !:t ~~x i!:: n 'b ~ '" .., . ~ 0 vl g N d ,...J..~ II '" 0 i;/,"c~~ ~ ~~- <~~ n.:.: 'li'li UO c..,s= !::! z 65.61 > ~ 41.0' --------------- :!l~ 29.0' E! ;0;" I .0' 140.00 i912.501 v CD '" i3 ~: a:::: --- , , : < , 30.0' I B-B I ~ : ~~l 'Wa..l (:jffil 13.", ~. :i b .: .. oet - I,.' TYPICAL SWALE SECTION < 23.J.J 30.0' 26.0' I 917.70 NOTE: IN lHE RESIDENTIAL DISTRiCTS UMITING HEIGHT TO 1\\rnTY-FlVE (25) FEET, A D\\UUNG MAY 8E INCREASED IN HEIGHT TO lHIRTY-FlVE (35) FEET PROVIDED lHE SIDE AND REAR YAROS ARE INCREASED AN AODITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS T\\rNTY-FlVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. This drawing is not intended to be represented os 0 retrocement or original boundary survey, 0 route survey, or 0 Surveyor Location Report. FlOOD HAZARD STATEMENT The accuracy of any flood hazard data shown on this piot plan is subject to mop scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rote mop. All of the within described land DOES NOT UE within that special flood hazard zone A os sold land plots by scale on communltr-panel I 180080 0205f of the fiood insurance rote mops for Carmel, IN (mops doted Feb. 19, 2003). v ~~ ~~ REVISION #1 ENLARGED DRiVE AND MOVED PRIVATE WALK VB07.0a73372 05/04/07 - KAG FlOOD HAZARD STATEMENT CERTIFICATION ~\I\I\\\\IIiIIlI/I/I//IIII/, I #,""c. L /l~~ .#.,:", \.;l "...:." v'j)h~~1 >>'<:s~ ." T ...'rt/~ 0 ~ ..{o\S E:J?;:..... ~~~ ::;::: .'v N "0""'" ~ ~~.""~ o. \.;o\~ I ( S0303 )! ~ \ STATE OF .... :& "a: /'. " ~ ~( 4;>.!IvD'A~~"~'~$ %::{f "JUR~\~~ ~II//!IIIIIIIIII\\\\\\\I\\ ~lf--f1