Loading...
HomeMy WebLinkAbout17120098 Plot Plan"BASE HOUSE STANDARD FEATURES" MODEL: TRUMAN 8' FULL BASEMENT -ONE WINDOW WELL 3 CAR SIDE ENTRY GARAGE 5X7 DECK BRICK 4 SIDES "SELECTED FEATURES" ELEV HR3S - LEFT HAND 9' FULL BASEMENT SUNROOM -- 4' GATHERING ROOM EXTENSION GUEST SUITE -- (3) 4'X4' WINDOW WELLS NOTE Minimum Front Yard - 30' Minlmum Side Yard -10'(30' AGG Minlmum Rear Yard - 20'_- i = Proposed Grade = Drainage Flow = Omrfiow Route Conc Flalwork Sq. Ft=±2,139 Public Walk Sq Ft=±253 Sod Sq Yds = 4370 Seeding Sq Ft = ±22,439 (Drive, Apron, 3' Walk, Patio, Stoops) (PORCH NOT INCLUDED) WASSAN MH TC=90620 SPRUCE V1 50' RN Flood Hazard Note: Lot Number 119 lies within Flood Hazard Zone "X" per the scaled location on the Flood Insurance Rate Maps for Hamilton County, Indiana (Community Panel V #18057CO205G, dated November 19, 2014). LOT # 119 30,811 SF PAD 906.2 PER PLAN MFF 906.7 PER PLAN MLAG 906.0 PER PLAN MFPG 906.0 PER PLAN MLAG 906.2 (R) PER PLAN MFPG 906.2 (R) PER PLAN Note: Contractor should verify sump pit location with Reid Manager. Gar. FFE = 907.1 1st Fir FFE = 908.9 TOW = 907.9 Bsmt FFE = 899.1 Drive Slope = ±2.3% Note: 1A�2 -AQ4a at t T X PLOT PLAN The lowest elevation to have gravity sanitary SHELBORNE sewer service must be more than one (1) foot `' N Note: above the lowest top of casting elevation of either the first upstream or downstream manhole 121 I sill P.C. 5, SLIDE 708 on the main line sewer to which the connection Unless otherwise stated hereon, no information pertaining to but not limited P n9 is made. to, fluctuating water tables elevations, soil types, and conditions within the 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA ilding areas of this development have been provided andlor referenced 3306 SPRUCE WOOD COURT on said documents. With the excavation of the proposed structure Note: foundations, certain pre and observations should be made in regard to Pulte Homes of Indiana such conditions as soil types and fluctuating water tables. During the Contractor should verify site specific information depicted hereon with the excavation process should eny unsuitable soils or ground water be approved construction plans for this development in regards to sidewalk witnessed, the builder shall be immediately notified for further examination and handicap ramp placement, widths, and construction. Contractor and consultation. At the builders discretion, additional construction should verify site specific information in regards to erosion control techniques may be necessary to alleviate future problems. placement and materials. Also, Contractor should reference Architectural plans for foundation orientation and dimensions. Note: The contractor/owner should verify existing conditions prior to This document has been prepared for the benefit of the parties indicated construction. Any varying field conditions or any discrepancy with the hereon, for the express use of obtaining a residential building permit. Information contained hereon should be immediately reported to COOR Consulting & Land Services, Corp.: failure to do so would result in the This document has been prepared and based upon the construction contractor/owners assumption of liability. 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. THE WOODS AT PLOT PLAN O O SHELBORNE Prepared For. © SECTION 2 l5 g l�J 9 U fnrfl 0QM��Q� P.C. 5, SLIDE 708 C� O p O IF dal � '0 O G>) INSTR # 2017034993 LOT # 119 *PulteGroup- 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 3306 SPRUCE WOOD COURT DATE: 12/11/17 JOB #2015-090.119 REVISIONS: CARMEL, IN 46032 Pulte Homes of Indiana