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HomeMy WebLinkAbout19040220 Site plan"BASE HOUSE STANDARD FEATURES" MODEL: TURIN 8' FULL BASEMENT 2 CAR COURTYARD ENTRY GARAGE 5'X7' DECK "SELECTED FEATURES" ELEVETO1 EC -LEFT HAND / 9' WALKOUT BASEMENTV MASONRY WRAP 4' GARAGE SIDE EXTENSION 12'X15' DECK W/ PATIO BELOW t/ Note: Note: Gar, FFE = 848.7 1 st Fir FFE = 850.5 TOW = 849,5 Bsnnt FFE = 840.7 Drive Slope =15.6% Qm� pa0.e Contractor should verify Retaining system for sump pit location with grading may be necessary Field Manager. for walkout basements. * Conc Flatwork Sq. Ft =1993 Public Walk Sq Ft =1320 Sod Sq Yds = 3192 Seeding Sq Ft = 37,703 " (Drive, Apron, Walk, Patio, Stoops) (PORCH NOT INCLUDED) Note: C Cl as' 5059 STATE OF • ��NDIANP':. The lowest elevation to have gravity sanitary sewer service must be more than one (1) foot above the lowest top of casting elevation of either the first upstream or downstream manhole on the main line sewer to which the connection is made. Flood Hazard Note: Lot Number 18 Iles within Flood Hazard Zone "X" per the scaled location on the Flood Insurance Rate Maps for Hamilton County, Indiana (Community Panel #18057CO208G, dated November 19, 2014). Note: This document has been prepared for the benefit of the parties indicated hereon, for the express use of obtaining a residential building permit. This document has been prepared and based upon the construction documents, record drawings, and additional Information prepared for this development by others. This document is not based upon a field survey and Coor Consulting K6Jl5�o does not warrant the accuracy or completeness of this Information. n /folia 0 o r© C OO RmO150RCO, a umd vww@&Zo g OO T P OD T a f N O n 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 05/08/19 JOB #2017-055.018 REVISIONS:1 Note: ........ Minimum Front Yard -15' Minimum Side Yard - 0' Aggregate Minium -10' Minimum Between Hses-6' Minimum Rear Yard -20' .............. .............. LOT # 18 ±13,560 SF PAD 848.1 PER PLAN MFFE 848.7 PER PLAN MFPG 848.7 PER PLAN MFPG 838.5 (R) PER PLAN FX-X-.-Xl = Proposed Grade Per Plans = Drainage Flow = Overflow Route Note: Contractor should verify site specific Information depicted hereon with the approved construction plans for this development in regards to sidewalk and handicap ramp placement, widths, and construction. Contractor should verify site specific information In regards to erosion control placement and materials. Also, Contractor should reference Architectural plans for foundation orientation and dimensions. Unless otherwise stated hereon, no Information pertaining to but not The contractor/owner should verify existing conditions prior to construction. Any varying field conditions or any discrepancy with the Information contained hereon should be Immediately reported to COOR Consulting & Land Services, Corp.; failure to do so would result In the contractor/owners assumption of liability. Note: Unless otherwise stated hereon, no information pertaining to but not limited to, fluctuating water tables elevations, soil types, and conditions within the building areas of this development have been provided and\or referenced on said documents. With the excavation of the proposed structure foundations, certain care and observations should be made in regard to such conditions as soil types and fluctuating water tables. During the excavation process should any unsuitable soils or ground water be witnessed, the builder shall be immediately notified for further examination and consultation. At the builders discretion, additional construction techniques may be necessary to alleviate future HERITAGE AT SPRING MILL SECTION 2 P.C. 5, SLIDE 728 INSTR #•2017047160 V LOT # 18 11198 VALESIDE CRESCENT CARMEL, IN 46032 PLOT PLAN Prepared For: tpulteGroup Pulte Homes of Indiana ( 8.5' 4 12.0',0 �V FX-X-.-Xl = Proposed Grade Per Plans = Drainage Flow = Overflow Route Note: Contractor should verify site specific Information depicted hereon with the approved construction plans for this development in regards to sidewalk and handicap ramp placement, widths, and construction. Contractor should verify site specific information In regards to erosion control placement and materials. Also, Contractor should reference Architectural plans for foundation orientation and dimensions. Unless otherwise stated hereon, no Information pertaining to but not The contractor/owner should verify existing conditions prior to construction. Any varying field conditions or any discrepancy with the Information contained hereon should be Immediately reported to COOR Consulting & Land Services, Corp.; failure to do so would result In the contractor/owners assumption of liability. Note: Unless otherwise stated hereon, no information pertaining to but not limited to, fluctuating water tables elevations, soil types, and conditions within the building areas of this development have been provided and\or referenced on said documents. With the excavation of the proposed structure foundations, certain care and observations should be made in regard to such conditions as soil types and fluctuating water tables. During the excavation process should any unsuitable soils or ground water be witnessed, the builder shall be immediately notified for further examination and consultation. At the builders discretion, additional construction techniques may be necessary to alleviate future HERITAGE AT SPRING MILL SECTION 2 P.C. 5, SLIDE 728 INSTR #•2017047160 V LOT # 18 11198 VALESIDE CRESCENT CARMEL, IN 46032 PLOT PLAN Prepared For: tpulteGroup Pulte Homes of Indiana