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HomeMy WebLinkAbout07030131 Site Plan sS. This Plot Plan Prepored For: R.H. of Iniliano Lat # 152 , containing 8,650 SJ.:t, in Stanford Pork Section' 2A INSlR. , 200600014565 PC 4, Slide 42 Ooy T wp, HomDton County Sec 29, TIaN, R3E 3360 Burlingame Boulevard (50' R/W) Cormel, IN 46074 Prepored Dote: 03/10/07: By. AMA Proposed Bu)'lll(s): James T & Alison Margaret Robinsan The Sclmeider Corpontion 8901 Otis Avenue Historic 'orl Harrison Indianapolll. Indiana 482l6-1037 317-626-7100 3[7-828-7200 FAX bilnoerlng SUrv.yIng t.ndscape Arch.lt.ecture GIS 'US GeoI'llY Note: This drawing is based on construction plans or record drawings, and is not based upon Q field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions iprior to ony construction. Any discreponcy found on this drawing should be reported to The Schneider Corporation immediately; foiling to do so results in the contractors ossumption of 011 liability. Note: The basement elevation. depicted hereon, has been determined and bosed on the pod grades ClOd/or contours taken from the construction pions for this subdivisIon. Unless stated, no information about fluctuating water tables, soh conditions, or soh t}pes has been provided or stated on soid plans. This lot Is located near a body of water. lot Of soil conditions may r8<lulre that the basement floor elevation be held 2 foot above normal pool elevation. Site investlq<!tion may be needed if water Is encountered during the excavation process or If other known water elevation ()( soils conditions are present Investigation and any remedial procedures is at the discretion of the bunder to determine and toke appropriate steps of action. If any ground water Is encountered during excavation the buhder Is encouraljed to contact The Schneider Corporation to diSCtJss possible courses of action. Note: Sump pump(s) to b. placed by builder as needed. Community Restrictions: 'Side Yord =3' min. Rear Yard = N/'" Aggregate = 6 (S.H.) Plot Plan Leqend []Q[[] Proposed Grades ODO.O E,isting Grades __ 000.0-- Contour Grode * Appro,. Lateral Location - . - Sanitary Sewer Lines -If - Storm Sewer Lines - 'vi - Water Service Lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sonitory or Stonm) . Beehive Inlet (Storm) 11III Curb Inlet (Storm) D End Section (Stanm) ... Fire Hydront - 0 0 0 _ . 0 0 - Flow Line of swale Building Line (BL / BSL) - - - - - - - Easement Line lR,H. of Indiana :finished Floor Elevation Information :.pod Grode = 916.4 per pion ~Pad Grode + 0.7' = Garage FIT (917.1 ) :!;arage FFE + 1.5' = Residential FIT (918.6) FResidential FIT - 9.0' = Basement FIT (909.6) ,'-' rnm F:. soo 8 12.00 ;: f a ~l'l ~:li ~ SlrRUNG C fR~&MSY RE90ENCE BS~NT 19.83'~ 8.98' 6.5' POR ~ 25' G.B.L 915.6 22.5' B.L 20' D.&U.E. ROlL CURB Note: Sanitary Sewer Top of Costing Infanmotion Upstream Manhole, TC= 915.80 Downstream Manhole, TC=915.79 per plan. Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the sanitary sewer and water line laterals. SOD 30.0,1 ~~-'J ~ "f>; ~o: ...; 1-' ::; .." <D . "":,, I'. 0 IN N ~ I " <.D g ~ 1n lHREE CAR GARAGE 8 .... N 0.38' 5' WAlK -- HANOlCAP RAWP < URLlNGAME BOULEVARD ------------------------ SJR.' 740 60 14' TC:91S.BO . PER PLAN <''In' nil J.c: c:: ~ This drawing is not intended to be represented as 0 retrocement or . original boundary survey, a route survey, or a Surveyor Location Report. Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and 10 any other uncertainty in location or elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT LIE within that special flood hazard zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel, Indiana (maps dated February 19, 2003). ill i3 ~ ~ ~ g~ ~~ w :z: <( ---l W ---l <( > >- :z: :z: ::::> (/) Detail of Ground/ Storm Water flow pattern for Individuollots. Lot # 152 Vb07.0069781 ~ ~ =~= . I~ 1 I \ I 18 I I \ Note: Builder to ensure 0 positive drainage away Assumed North from structure{s). !I Scale: ,- '" 30' ~ TYPIC....L sw....LE SECTION Note : The garage finished floor elevation is 1.3' above the curb at the drive, per plan, Ground Cover Calculations: Drive = 745 SF:!: Public Walk = 917 SF t Privete Walk =161 SFt Hydroseeding =2,532 SFt Sod = 465 SYt, from Rear of residence. Optional Sad Package Hydraseeding =1,113 SFt Add!. Sod Pkg.= 158 SYt, to Rear easement. Sidewalk to be placed l' from property line, 4' from back of curb, per plan. Note: Per Carmel zoning ordinance 26,1.1 : The I residential district limits height to twenty-five ! feet (25'), however a dwelling may be increased in height to thirty-flve feet (35') provided the side and rear yards are increased an additional onel foot (1') for each one fool (1') the struclure exceeds the first twenty-five feet (25') in height. FLOOO HAZARD STATEMENT CERTlFICA TlON ,,\1\\\\\11111111/1/111///1. #\" "- L /l '1,% ~~\." 'lJ:""h~ ~ .~.'~ '\ ......"...... /T (/./..i~ $ <.."'..tG\S TE'Jr~"""",<>~ i';c--."..'"" No 0',,;,<>"" [f ~.... ..... % ~ i S0303 \ ~ ~ ; : ~ % \. STATE OF ./ ~ ~ /.... ....~ ?!2 ~(~ '..(I\iOIA~~'" ~~~ ~r4tJ"'S"'U'''ii\i\~ 1# '~4/, 1\ '( ~\'V-.;@ '/"I!II1II1IIIlIIl\l\\I\\~ I "-'-'-- l f11 i 9G1lA lURE : DAlE: ~GIlA lURE REPRESENTS CON~R~A nON Of RECEIPT Of PlaT PLAN BY CUSTa~ER.