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HomeMy WebLinkAboutHSM 023 - Plot Plan"BASE HOUSE STANDARD FEATURES" MODEL: TURIN 8' FULL BASEMENT 2 CAR COURTYARD ENTRY GARAGE 5'X7' DECK "SEL70, D FEATURE ELEV - RIGH HA 9' FULL BASEMENT 4' GARAGE EXTENSION GARAGE STORAGE MASONRY WRA 12'X15' DECK (1)4'X4'WINDO WELLS G�ST�R 00".. - rte. •.i� - No. 50557 STATE OF •,� qy� SU Gar. FFE = 849.6 1st Flr FFE = 851.4 TOW = 850.4 Bsmt FFE = 841.6 Drive Slope = ±2.9% Note: Minimum Front Yard - 15' Minimum Side Yard - 0' Aggregate Minium - 10' Minimum Between Hses - 20' Minimum Rear Yard - 20' �_-X. TREE SMT. ¢RSSERupT10N `.r 8MQ F -SMT' , _ a STM SEWER r�so�65��— oa STM INLE 15' DU.F- TC=843.20 ?Palo o 1' � TUft4N C3► W � 0 2.50 n c:D: 0(mluGo 00 LOT # 23 ±8,482 SF PAD 849.1 PER PLAN MFFE 849.7 PER PLAN MFPG 847.7 PER PLAN N pOK - -� 429' � W N v TWGAR ft oa oa' 1J .0' o- T $ a2 4 0.9' 15' �x AN S�W� 01 5AN MH 48.0 cotsHSM 14 Is TC=846.23 &lS. 4 5ALK SAN MH 4 .9 HSM 152.0' rlr TC=848.39 P?aoty cuaa vur ssn 1 T E�ff,� W �wpTERLINC " Conc Flatwork Sq. Ft = ±1010 Public Walk Sq Ft = ±363 Sod Sq Yds = ±183 Seeding Sq Ft = ±4524 * (Drive, Apron, Walk, Patio, Stoops) (PORCH NOT INCLUDED) 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 Number 23 lies 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 �V� nQ does not warrant the accuracy or completeness of this information. � 40 Note: Note: Contractor should verify sump pit location with Field Manager, Fx-x—.Xl = Proposed Grade Per Plans = Drainage Flow = Overflow Route 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 contractorlowner 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 contra ctorlown ers 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 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 HERITAGE AT PLOT PLAN SPRING MILL Prepared For: SECTION 2 ©noaMng hind o P.C. 5, SLIDE 728 DNSTR #20170 160 g © I? a ® I?n � '01o �lipulte3iroup 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA LOT # 23 (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 464 HERITAGE TERRACE LANE nATF• 04/17/15 JOB #2017-055.023 REVISIONS: CARMEL, IN 46032 Pulte Homes of Indiana