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Home My WebLink About08010021 Site Plan- (Ibi Schneider The 9ebnelder Corporation blillineaw 8901 ods kmue ft-ying Historic M Harris= Tendsaape kicbk/Cllu'e bdianapolls, ladlsna 48216-1097 Gl9 • M9 917-826-7100 Geology 917-826-7200 FAX Plot Plant Prepared for R.H. of INDIANA Lot ¢ 228, containing 11,200 S,F i, in Clayboums Section 13 Instrument 12DD400080247 P.C. A Slide /533 Clay Twp, Hamilton County Sec 30, T18f1, RX 13446 Salamone Way (50' R/W) Camel, IN 46074 Prepared Date: 12/28/07 : By: SKN Proposed Buyv(# YINgW CHt71lG Community Restrictions: AND HAN.1N U S-ice Yard =N/A Rear Yard = 20' Aggregate = 10' (B.H.) Zoning = S1 Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=912.21 Downstream Manhole, TC=910.51 per record drawing Plot Plan Legend ® Proposed Grades 000.0 Existing Grades --000.0 Contour Grade ?k Approx. Lateral Location Sanitary Sewer Lines St Li S a orm ewer nes v Water Service Lines - - - - - - - Sub-Surfoce Drain Lines • Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) D End Section (Storm) AK Fire Hydrant Flow Line of swde UABIUTY NOTE The drawing is based on construction plans or record drawings, and is not Dosed upw a field survey. The Schneider CorpacGan does not wcront the ocarocy or wfriciency of this irformcdon. Contractors should wady existing conditions prior to any constructor. Any discrepancy found an this drawing should be imrnediatdv reported to The Schneider Carpaatior. Failing to do so wil: result in tr.e cantroctor's ossumptlor of all liability. BASEMENT NO-1 De comment elevation, depicted hereor, has been cetermned and bases on the pad grades and/or contours token from the constructor. plans for this subdivision. Unless stated, no information about fiuctuatng water tables, soi conditions, or soi types has been provded or states on said plans. This lot is baled near a body of eater. Lot or sod conditions may regjVe that " basement floor elevation be held two feet above normal pod elevation. Site investigation may be needed if water is encountered during the excavation process or f other known water elevation or sails conditions ore present. Investigation and any remedial procedures are at the discretion of the builder to determine aria take appropriate steps of action. If any ground water is encaunterea during the excavation the bulder s encouraged to contoct The 5rneider Corporation to discuss passible courses of action. SJklp PLMP hO'E Note: Builder to ensure LA-ERAL S pERAR N NOTE Sump pump(s) to be positive drainage away Controator to montan a placed by builder as from s1nuture!s,. minanum distance of ten feet needed. ;10'-D') between water and CITY Or CARMEL NOTE sanitary laterals. In the residential districts limiting height to twenty-five (25) feet, a dwelling may be increased in height to thirty-five (35), provided the side and rear yards are increased on additional 'cat for each foot such structure exceeds twenty-five (25) in height. (Per Carmel Zoning Ordinance 26.1.1) NOTE: MINIMAL TOLERANCE PRESENT ON THIS LOT 2 The home location shown hereon has minimal tolerance for placement of e' b said home due to its proximity to setback lines and/or easement lines. While not required, it may be advantageous that the builder have the TYPWAL SCALE secnoN foundation pinned after the footing is poured to help ensure that the improvements do not encroach upon such lines. Lot # 228 VB07.0084360 lop' NOTE: WINDOW WELL NOT 0 10 20 30 PERMITTED ON HOUSE SIDE OF HOME DUE TO 15' DUdcSE SCALE 1' = 30' 9??? // 556' \\ 00- 670 \ Note. The garage finish floor elevation is 2.1' above the curb at the 6.0 err drive per p:an. STR/82 5idewcik to be placed 9 O \? \ PER RECORD 1' from property line, O \ / DRAMANG 4' from back of curb. S $? per plan. r `?' 01 ?•_ \ / Ground Cover Calculations: Drive =796 SFt pJ G? ,rib .'`? Public Walk =319 SFt ! Private Walk =128 SFt o,Nz, Hydroseeding =5,058 SFt Sod =405 S"_ , from Rear of residence. ?d?o ?,aj 9?a?p Optional Sod Packoge 26.0' f ld ti? Hydroseedingg 1,514 SFt ?5 a' S B-B Addl. Sod Pkg =394 SYt, to Rear easement. R.H. of Indiana ?g O?\ Finished Floor Elevation Information 5TR 81 ' d ` Pad Grade = 912.0 per plan TC-910.51 Pod Grade + 0.7' = Geroge FIFE (912.7) PER RECORD S? 1?;1p,111IL'll!ll,h;?//, Garage FFE + 15 = Residential FFE (914.2) DRAWING Residential FFE - 9.0' = Basement FIFE (905.2) r M.F.P.G. (MINIMUM FLOOD PROTECTION GRADE) = 9038 AI O RF'';??p :Q 1`! S0303 - SIGNATURE . DATE: ? /•? SKATE OF SCANNED ?rYOf AMP. i i SIGNATURE REPRESENTS CONFRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER i certify tnal the plan shown hereon was prepared for the benefit of the poles indicted hereor and for the purpose of obtaining a resdeotiol construction ////////l??llr!Ililllllt111?1?`\\\\\\\\ permit ony. It is my opinion that if the proposed finished grades are constructed cs shown, the surface drainage on the subject lot will be satisfactory for residential construction. This plan was compiled posed on docurrents prepared ay others and The Schneider Corporation assumes no liobility for the occvrocy. completeness or acceptance of those documents, This drawing is not intended to be represented as a retrocement or original boundary survey, a route survey, or a surveyor location report. L =L00a HAZARD STATWEV, The accuracy of any flood hazard data shown an this plat plan is subjat to map scale uncertainty ono to any other l 1, uncertenty in location or eevation on the referenced toad insurance rate map (FIRM). ALL of tre within described land'JOES NOT UE within that special mood hazard area zone 'AC, os said land plots by scale an Camrur ty Map Panel /18057C D205F of the hood insurance rate map (FIRM) for Hamilton County, Indiana, Dated February 19, 2003.