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Home My WebLink About07080230 Site PlanThe Schneider Corporation 8901 otis Anemze Historic Port Harrison b4iea.POD . mdieae 411215-107 517-M-7100 617-628-72011 fig This Plot Plan Prepared For: Arbor Homes Lot # 18 , containing 13,160 S.F.f, in The Trails at Hayden Run Sec. 1 INSTR. # 200500069468 Clay Twp, Hamilton County Sec 20, T29N, R3E 3,218 WiNINGS LANE (50'R/W) Westfield, IN 46074 Prepared Date: 08/16/07 : By. KAG Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggregate = 5 (B.H.) ARBOR HOMES Pad Grade = 921.0 per plan Pad Grade + 1.0' = Garage FE (922.0 ) Garage FFE + 0.5' = Residential FFE (9225 ) Residential FIFE - 9.0' = Basement FFE (913.5 ) Driveway Slope = 3.5% Note : The garage finished floor elevation is 1.7' above the curb at the drive, per plan. GROUND COVER CALCULATIONS: Drive = 813 SFt Public Walk =414 SFt Private Walk =70 SF3 Seeding = 7,180SFt Sod = 3,828 SFf even with the rear of house. Nola k4kneadmil This drawing is based on construction plans or record drawings, &n°lans and is not based upon a field survey. The Schneider Corporation landampe &abitadure does not warrant the accuracy or suffldency of this information. ® - LL9 Contractors should verify existing conditions prior to any GO*U construction. Any discrepancy found on this drawing should be reported to The Schnelder Corporation immediately, failing to do so results in the contractors assumption of all liability. Plot Plan Legend Note: Proposed (wades The basement elevation, depicted hereon, has been determined and based 000.0 Existing Grades an the pod grades and/or cantors lake from the conatnrcUon plans fa -000.0 Contour Grade this subdivision. Unless stated, no infatuation about fluctuatkiy water * Approx. Lateral Location tables, ao0 conditions, or soil types has been provided or stated an sold fi - Sanitary Sewer Lines plain. This lot is located near a body of water. Lot ar soil conditions may - Ill Storm Sewer lines reprise that the basement flow elevation be held 2 fool oboes. normal - v - Water SwAce Lines pod devatbn. Site investigation may be needed H water h encountered - - - - Sub-Surface Drain Linos during the excavation process or H other (mown water elevation or Bois A Manhole (Sanitary or Storm) conditions we preset. Investigation and any remedial proceduva la at the ® Beehive Intel (Slam) disa°tion of the builder to determine and take appropriate steps of i il ® Curb Inlet (Starm) der s action. If my grand water is encountered during excavation the bu i i ibl scus poss on to d e encouraged to contact The Srhn6lder Corporat D End Section (Storm) courses of action. OT # 18 R Fire Hydrant L -__•-__<-Flow Line of swale VB # 07.0078744 Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC=920.66 Downstream Manhole, TC=920.55 per record drawing. Note: The contractor is to mcntain a minimum distance of ten feet (10') between the smitry sewer and wafer line laterals. Assumed North Note: Builder to ensure positive Sari. 1' .Tan drainage away from structure(s). VACATION FOR THE STULTZ & ALMOND LEGAL EASEMENT DATED JANUARY 9TH, 2006. 30' LM.A.E.&D?E I END SECnON -J -- ------- s --- I I f sw ' I cz) CD I I I I I I DEIXi 8 v I I ? I 0 0 I o w ? c 2I I ? I I o I a 1225 8.L 20'b.U.&S.S LSMp I I-q GAARAGE CAR PUMP FWRMW? A ';3 I F7 G RESIDENCE - I k 2QY 20.67 BASOOT I m $ 1' 7' 16' 00'S'111 20.2' oRVE FLOOD HAZARD STATEMENT 20' D.U.&S.S.E z6.o' CERTIFICATION 2 94.00' 94.00' TC-920.66 \\\11111111111' 111111!!/!////!!/// LA a e p\\ 4 PER REODfia 5' WALK ..``°.\5 DRAWING APRON f O S0303 STATE OF PER RECORD rx0! J ROLL CU ?61Ews2U HANDICAP' a? TC=919.95 PER PLAN PFR PLAN RAMP PER PLAN PER PLAN 920.51 c _ 920.32 919.98 1 -C9 WININGS LANE e. 3-B 00 v v v v e I Z" 3 a b -1 o9E TYPICAL AS This drawing is not intended to be represented as a retrocement or original boundary survey, a route survey, or a Surveyor Location Report. Flood Hazard Statement The accuracy of any flood hazard data shown an this report Is subject to map scale uncertainty and to any other uncertainty h location a elevation an the referenced flood insurance role map. ALL of the within described land DOES NOT LIE within that special flood hazard me A as said land plate by scale an good Insurance rate map if 18DS7002U F fa City of Cannel, Indiana (maps dated February 19, 2003). NOTE: SUMP PUMP(S) TO BE PLACED Q BY BUILDER AS NEEDED. o?o Note Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however a dwe0ing may be Increased In height to thirty-flue feet (35') provided the side and rear yards are increased an additional me foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. Note: The Brbawidr Corporation I4la-1411 This drawing Is based on construction plans or record drawings, 6901 Otis A.eaae hrreJtaf ®eterio Port Hammon InadxaPe Amisteciare and is not based upon a field survey. The Schneider Corporation Intdkmpolle, MdlaDa 46716-1097 als - US does not warrant the accuracy or sufficiency of this Information. 317-1126-7100 Geolou Contractors should verify existing conditions prior to any 917-825-7200 PAY construction. Any discrepancy found on this drawing should This Plot Plan Prepared For: Arbor Homes Lot j 18 , containing 13,160 S.F.±, in The Trails at Hayden Run Sec. 1 INSTR. j 200500069468 Clay Twp, Hamilton County Sec 20, T29N, R3E 3,218 INNINGS LANE (50'R/W) Westfield, IN 46074 Prepared Date: 08/16/07 : "By NAG Community Restrictions. Side Yard =3' min. Rear Yard = N/A Aggregate = 6 (&H.) ARBOR HOMES Pad Grade = 921.0 per plan Pad Grade + 1.0' = Garage FE (9220 ) Garage FFE + 0.5 = Residential F-E (922.5 ) Residential FFE - 9.0' = Basement FFE (913.5 ) Driveway Slope = 15% Note : The garage finished floor elevation is 1.7' above the curb at the drive, per plan. GROUND COVER CALCULATIONS: Drive = 813 SFt Public Walk =414 SFt Private Walk =70 SFt Seeding = 7,180SFt Sod = 3,828 SFt , even with the rear of house. FLOOD HAZARD STATEMENT CERTIRCATION 2 1111111!/////// Q\\\111111111 TC-920.66 \\ /// L 1 PER RECORD NO. S0303 STATE OF ?NOIANP. SUR?? be reported to The Schneider Corporation immediately, failing to do so results in the contractors assumption of all liability. Plot Plan Legend Note: ® Proposed Grades The basement elevation, depicted hereon, has been deterrninedand based 000.0 Existing Grades on the pod grades and/or contours taken from the crostnuUon plans for -000.0 Contour Grade this Subdivision. Unless slated, no information about fluctuating water k Approx. Lateral Location tables, sol conditions, or sol types has been provided or stated an sold - i Sanitary Sewer Lines plans. This lot is located near a body of water. Lot or sal conditions may -87- Storm Sewer Unes require that the basement floor elevation be held 2 fact above nomad - v - Water Service Lines pool elevation. Site Investigation may be needed if water Is encountered - - - - - - - Sub-Surface Drum tines during the excavation process or if other (mown water elevation a soils f at the Inves ® Manhole (Sanitary our Storm) dconditions Te I l 6dd det i e d t k f th t i t t ® Beehive Inlet (Storm) ucret o e erm n a e appropr n o er o an a e s eps action. If any ground water is enoa;nlered during excavation the builder is ® Curb Inlet (Stomp) encouraged to ontact The Schneider Corporation to discuss possible nd Section (Storm) E courses our nation. Fire LOT # 18 - _ • _ _ • -Flow Line of Swale VB # 07.0078744 Nate: Sanitary Sewer NOTE: Top of Casting Information SUMP PUMP(S) TO BE PLACED Upstream Manhole, TC=920.66 BY BUILDER AS NEEDED. Downstream Manhole, TC=920.55 per record drawing. Note: The contractor is to maintain a o?o minimum distance of ten feet (10') between the Santry sewer and water Q line laterals. Assumed North Note: Builder to ensure positive Scale : l' = 30' drainage away from structure(s). VACATION FOR THE STULTZ & ALMOND LEGAL DRAIN EASEMENT DATED JANUARY 9TH, 2006. 94 00' an . I 30' LM.A.E.&D.E. END o SECTION m I 6&V I I I 900 I I I I I ° r i I ° I I o DECK: a I I ` !2 ° SOD 21.29 ` ` T SUN" 20.38 SOD d ?I q AR iMa C SLUP WWAMSON A_ PUMP I c "" I I ?' GARAGE FW&SY I RESi CE nn m 20.2' 2o.6r BASELENT ' s Y7. ' 16 DPoOE 13.Oo' P 20.2' LS' B.L t 20rD.U.&0 26.2' 20' D.U.&S.S.E. 36 r 8 s , , m 94 00' < oER n cD D 944,00 . l < 5 WALX APRON I 5.ROLL. 1 CURB t1EV=9243 HANDICAP SO, TC=919.95 PER PUN PER PLAN RAMP PER PUN PER PLAN 920.51 < 920.32 _ I 919.98 _C9 _ _ a a. WININ - 1; GS LANE < to --- ----- --- -------- V V ---------- V -- ` ` I/- - V " b i (- 1 40 This drawing is not intended to be represented as a 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 repot Is subject to map stole uncertainty and to any other uncertainty In location or elevation an the referenced flood InSumnce rate map. ALL of the within described land DOES NOT UE within that special flood hazard zone A as said land plot by Seale on flood Insurance rate map j 1805700205E for City of Camel, Indiana (maps dated February 19, 2003). i Si Ott a, ._ ° E TWI CAL SWAL E SECTON Note: Per Carmel zoning ordinance 16.1.1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be Increased In height to thirty-five feet (35') provided the side and rear yards are increased an additional are foot (1') for each me foot (1') the structure exceeds the first twenty-fin feet (25) in height