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HomeMy WebLinkAboutHSM 034 - Plot Plan"BASE HOUSE, STANDARD FEATURES" MODEL: GENEVA "SELECTED FEATURES" 8' FULL BASEMENT - NO WINDOW WELLS 2 CAR COURTYARD 5'X7' DECK ELEV TE 01 - LEFT HAN 9' FULL BASEME BRICK WRAP (1) 4'X4' WINDOW WELL ® =Proposed Grade = Dra€nage Flow —a Proposed Silt Fence Note: LOT # 34 ±11,199 SF PAD 847.6 PER PLAN MFFE 848.1 PER PLAN MFPG 848.0 PER PLAN Gar. FFE = 848.1 1st Fir FFE = 849.9 TOW = 848.9 Bsmt FFE = 840.1 Drive Slope =±3.2% WET POND MO. 0afluf wf Math NP=837.0 1" = Q2301 100 YR = 841.33 COMMON AREA "B" D.&U.E.&BMP ESMT. Note: 45.1 L VAR. D.E. 65.02' 45.8 L Minimum Front Yard - 15' — ^` —��ssn �r Minimum Side Yard - 0' 15' o.&u.E. Minimum Between Bldgs - 6' 20' B.S.t . Aggregate Minium - 10' \ Minimum Rear Yard - 20' s� �s\ \6 I 1 71.6' Contractor should verify \ sump pit location with Field \ { Manager. \ NARcECK No. / `} O 50557 I SUMP STATE OF h PIT *r+ bIA,. gHD 311„a.•�� O �6fl GENEVA ` 25fP ” Cone Flatwork Sq. Ft =1966 Public Walk Sq Ft = 1327 ioA—Irz Sod Sq Yds = 1163 Seeding Sq Ft = 15,640 ' (Drive, Apron, 3' Walk, Patio, Stoops) (PORCH NOT INCLUDED) HSM #14 SAN MH TC=848.23 Flood Hazard Note: Lot Number 34 lies within that Special 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: I Two CAR 1.6' GAR (UNEXC) C 15' S.S. S-. . HSM #1 D.&.U.E. rn 16.0' 1 Q ` 12' in 1 TC=847.29 corn I� DRIVE V 5'WALK 4.7 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. Note: 12.0' w�ss0 HERITAGE TERRACE LANE 50' RMI (26'BC-sC) w WATER LINE W HBO 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 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. r � rroR ®ong ,4 kmd 'm-�1?T00 Ql)g 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. Note: Manholes must remain accessible and at grade at all times. 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 al -I 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 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 05/20/19 JOB #2017-055.034 REVISIONS:1 HERITAGE AT SPRINGMILL SECTION 2 P.C. 5, SLIDE 728 INSTR. #2017047160 LOT # 34 430 HERITAGE TERRACE LANE CARMEL, IN 46032 PLOT PLAN Prepared For: *PulteGroup Pulte Homes of Indiana