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Home My WebLink About07100030 Site PlanAI%IP The Sabnelder Corporstion 8901 Otte Avenue ®etatie port Hem on Indlempolls, mdMne 406-1037 317-826-7100 917-82e-7200 PAY &Illineedy SM-7119 landscape Areblteetare GIs • us Gedop Plot Plan Legend This Plot Plan Prepared For R.H. of Ind ® Proposed Grades Lo # 979 , containing 6,490 S.F.t, in DOO.O Existing Grades Village of Westclay ?1GWO. Contour Grade Section ?00ry,2 * Approx. Lateral Location Sanitary Sewer Lines INST. It 200500060673 - err - Storm Sewer Lines PC 3, SUDE 791 - v - Water Service Lines i REPLAT INSTR 20060000694$ - - - - - - 0 - Sub-Surface Drain L nes Manhole (Sanitary or Storm) PC 4, SLIDE 31 - ® Beehive Inlet (Storm,) Hamilton Count , Clay Tap 19 Curb Inlet (Storm) Sec 19 T18N OY r D A End Section (Storm) Fire Hydrant 2461 Gwinnett Street (50'R/W) Flow Line of Swale Carmel, IN 46074 - - - - - Building Line (BL / BSL) -Easement Line Prepared Dote: 09/21/07 : By. KAG Proposed Buyer s?CASEY AND ELIZABETH WATSON Note: Sanitary Sewer Community Restrictions: Top of Casting Information Side Ycrd = 5' MIN (ONE SIDE) Upstream Manhole, TC=904.63 Rear Yord = N/A Downstream Manhole, TC=905.97 Aggregate = 20% LOT WIDTH, MIN. 5' ONE SIDE per record drawing Zoning = Sl z R.H. of Indiana OVE Finished Floor Elevation Information rroICAL SWALE SECTION TBM at face of curb=904.3 TBM a; alley-905.5 Proposed Grade at Swale=906.2, high side Garage FFE at weatherlip=909.2-2.54=906.66 §RT Residential FFE=906.2+3.0=909.2 PER RECC Basement FFE=909.2-10.0=899.2 DRAWWG? Ground Cover Calculations: TC-904.07 Drive = 666 SFi PER RECOF Public Walk =239 SFi ORAVING C%MdMM Private Walk =41 SF+ Hydroseeding =N/A SFt Sod =315 SYi , entire yard. Sidewalk to be placed flush from property line, - 5.5' from back of curb, per plan. Note: The contractor is to maintain a minimum distance of ten feet (I0') between the sanitary sewer and water line laterals. FLOOD HAZARD STATEMENT CERTIFICATION V57fRE:.. o: No. S0303 STATE OF Note: This drawing is based on construction 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 piscrepancy found on this drawing should be reported to e Schneider Corporation immediately, falling to des so eisults in the contractors assumption of all liability. The basement elevation, depicted hereon, has been determined and based on the pad grades and/or contours taken from the construction plans far this srbdivsim. Unless Stated. no hfomatim about fluctuating water tables, son conditions, or sell types has been provided a stated or, said plans. This lot Is located near a body of water. Lot a son conditions may require that the basement door elevation be hold 2 foot above normal pod elevatm Site investigation may be needed if water is encountered during the excavation processor It other kno.n water elevation or sots conditions are present Investigatim and any remedial procedures is at the discretion of the buider to determine and take appropriate steps of action. If my ground water is encountered during excavation the bulder is en=raged to cmtod The Schneider Corporalim to discuss posainle courses of action. Note: Sump pump(s) to be Lot 979 placed by budder as needed. V4.o7 000000 Nate: Sulder to ensure positive b07 / O 00 drainage away from structure(s). U Note: (secondary areas - Westclay) Max. height: 35' on lots 100' and larger (lo eve line) 30' on less than 100' Max. a o coverage: 50% O Note: (primary areas - Westclay) Assumed North Max. height: 30' Scale : 1' - 30' Build-up line: 2 stories Mm. coverage: 50% GANNETT STREET, JGVNN 1BM-904.3 904.4 29.0 PER PLAN B-B \ /-ROLL CURBI Area of water tap to be restored to its' original condition prior to construction. Granular back fell suggested under driveway at sanitary sewer lateral trench, water line trench and any other excavated areas. (If situation occurs) Location of utilities on plat plan ore general locations per plan and should be verified in the field. BASEMDIT PUMP Ig) FIEHSON F FRMAMSY RESIDENCE 1Y THREE CAR GARAGE CONIC n.... 1- T. 12' ALLEY ESMT v? %Iniiruq r u n l u moal?r? v. =905 I STR. / 133 PQ on AP TC=905.97 ' ALLEY ESMT PER RECORD - - - DRAWING This drawing is not intended to be represented as a retracement or original boundary survey, a route survey, or c Surveyor Location Report. All service laterals crossing at curb are SIl stamped: PU SA= Sanitary Sewer SS= Subsurface Drain W= Water e,g ITO Pad elevation shown is per plans and is not the as-built elevation. p a r- 1 The information for the elevation • difference between the primary, o finished floor elevation to the . i top of basement wall and to the basement finished floor was provided by the client. Area of water tap to be back filled with granular material to within 10' of top of curb. 2_ AUEY Flood Hazard Statement: The accuracy of any loco hazard data shown on this report is subject to map scale uncertainty and to 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 AE as said lane plots by scale on flood insurance rate map #180081 0205 F for the City of Carmel, Indiana dated February 19, 2003. SIGNATURE : DATE SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER. Note: Per Cannel zoning ordinance 26.1.1 : The residential district limit, height to iwenty-five feet (25?, however a dwelling may be ncreowd in height to thirty-fvx feet (35) provided the side and rear yards are increased an additional one foot (1) fa each one foot (1') the structure exceeds the first twenty-five feet (25) in height.