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HomeMy WebLinkAboutSHW 004 - Plot Plan"BASE HOUSE STANDARD FEATURES" MODEL: CROIX SLAB FOUNDATION 2 CAR FRONT ENTRY GARAGE TXY CONCRETE STOOP BRICK WRAP "SELECTED FEATURES" ELEV EC3M - RIGHT HAND SUNROOM 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, The con tractorlowner 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: 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 does not warrant the accuracy or completeness of this information. uK1vz:� #W SENVK .4\- IV, IX SW 403 \ 074 SAN MH , TC=917.99 tP J 1 to N G N w SW 402 SAN MH TC=918.90 Note: The lowest elevation to have gravity san tary 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. Note: Manholes must remain accessible and at grade at all times. Note: LOT # 4 ±13,591 SF PAD 919.6 PER PLAN MFFE 920.2 PER PLAN MFPG 920.2 PER PLAN MLAG 919.7 PER PLAN Gar. FFE = 920.2 1 st Fir FFE = 921.0 TOW = 921.0 Bsmt FFE = NIA Drive Slope = ±9.2% STM MH TC=915.30 A/ el - -O / \ / 6o o on ,\ �1`�,c rRIL WATER LINE Unless otherwise stated hereon, no information pertaining to but not limited to, 9uctuating water tables elevations soil types, and conditions within the building areas of this development have been provided and4or 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 shal be immediately notified for further examination and consultation. At the builders discretion, additional construction techniques may be necessary to alleviate future problems. Flood Hazard Note: Lot Number 4 lies within Flood Hazard Zone "X" per the scaled location on the Flood Insurance Rate Maps for Hamilton County, Indiana (Community Panel #18057CO205G, dated November 19, 2014). oor c2a uand © r� a SHADOW WOOD P.C. 5, SLIDE 730 1 NSTR # 2017048049 LOT #4 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 14491 CARLOW RUN DATE: 07/29/19 JOB #2016-080.004 REVISIONS: CARMEL, IN 46074 - = Proposed Grade = Drainage Flew = Overflow Rol+a " Conc Flatwork Sq. Ft = ±783 Public Walk Sq Ft=±330 Sod Sq Yds =±207 Seeding Sq Ft = 37,754 ' (Drive, Apron, 3' Walk, Patio, Stoops) (PORCH NOT INCLUDED) ,,'*tlll1141"0, 1ST y' No.� M57 STATE OF NOTE: Minimum Front Yard - 2V Minimum Side Yard - 5'110' AGG Minimum Rear Yard - 25' PLOT PLAN Prepared For. *PulteGroup Pulte Homes of Indiana