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HomeMy WebLinkAboutSHW 014 - Plot Plan"BASE HOUSE STANDARD FEATURES" MODEL: LYON 8' FULL BASEMENT - NO WINDOW WELL 2 CAR FRONT ENTRY GARAGE 5'X7' DECK 'SELECTED FEATURES' ELEV HR1A - RIGHT HAND BRICK WRAP 9' FULL BASEMENT COVERED PORCH 3 CAR FRONT ENTRY GARAGE GARAGE SERVICE DOOR OWNERS SUITE BAY (2) 4'X4' WINDOW WELLS NOTE: Minimum Front Yard - 20' Minimum Side Yard - 5'110' AGG Minimum Rear Yard - 25' A Q Note: Manholes must remain accessible and at grade at all times. Note: 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 # 14 ±10,963 SF PAD 919.2 PER PLAN MFFE 918.1 PER PLAN MFPG 917.8 PER PLAN MLAG 917.3 PER PLAN S0557 STATE OF aaa, ���inU ■a as Lot Number 14 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). 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 oontractorlowner 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. ITg O O p p o p o o Gar. FFE = 919.4 1st Flr FFE = 921.2 TOW = 920.2 Bsmt FFE = 911.4 Drive Slope = t3.6% Note: Contractor should verify sump pit location with Field Manager, �lec-I�r� 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 06/18/19 JOB #2016-080.014 REVISIONS: SW 401 SAN MH TC=917.17 Note: I'TO)M nsd mcpva t 36EQcBo V = 00 • Conc Flatwork Sq. Ft = t1,214 Public Walk Sq Ft = 093 Sod Sq Yds = t219 Seeding Sq Ft = t4,740 • (Drive, Apron, 3' Walk, Patio, Stoops) (PORCH NOT INCLUDED) XX.X = Proposed Grade --- = Drainage Flow = Overflow Route SW 402 SAN MH TC=918.90 3 J2 0 ve, /�4 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 andlor 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 problems. Note: This document has been prepared for the benefit of the parties indicated hereon, for the express use of obtaining a residential building permlt. 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. �--i: FTAI �11IOATAY► NT0191 P.C. 5, SLIDE 730 INSTR # 2017048049 LOT # 14 14476 CARLOW RUN CARMEL, IN 46074 PLOT PLAN Prepared For: *PutteGroup Pulte Homes of Indiana