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HomeMy WebLinkAbout07120033 Site PlanHAMPTON - ELEV 6C Gar. FFE = 775.1 RIGHT HAND - Partial Brick 1st Flr FFE = 776.9 FULL BSMT - 9' Walls TOW= 775.9 2 CAR - Front Entry w16' Ext Bsmt FIFE = 767.1 Sunraom Drive Slope = 9.4% "BASE HOUSE STANDARD FEATURES" 9' FULL BASEMENT 2 CAR FRONT ENTRY GARAGE PATIO (2) 4X4 WINDOW WELLS 8 (1) 2X2 WINDOW :YELL "SELECTED FEATURES" 6' FRONT GARAGE EXTENSION SUNROOM (3) 4X4 WINDOW WELLS LOT # 342 ±7,962 SF PAD 775.1 PER PLAN MH Note: Step wag may be required due to lotelevations. cc lT/p . F C,a?nQ j J ? {roryl }fort co STM INLET STM INLET TC=773.70 74. 1774---fl 122.50' STM SEWER TC=773.46 w .r 14 7' 10' D.U-3S.:. d m N I"' t j 3 I ? .1 / n / T m 3 .. j " ai o = U O Q n el r i I 1 Ora m' < N W O o SL rp T ` U '? Mr / 3 g I \ <l?, '7 d m I o O Q Q law rgi Pvr 3 (/7 l a Y m `0? I i E 'O 1 2' to N r 6 210' 2.ao 10.0' 4 74. 7.8 74 K L- 122.50' S MH 752 TC=773.67 E C( +?'G F - P d G d = ra e ropose • Drainage Flow Conc Flatwork Sq. Ft = 1667 XX.X = Existing Grade Public Walk Sq Ft =1325 Sod Sq Yds =1168 Note: Seeding Sq Ft = 13267 Contractor should verity site specific Information depicted hereon with the approved construction plans for this Flood Hazard Note: development. Also. Contractor should reference Architectural plans for foundation orientation and dimensions. Lot Number 342 ties within Flood Hazard Zone 'X' per the scaled location on the Flood Insurance Rate Maps for Note: Hamilton Ccunty, Indiana (Community Panel #18057C0235F, dated February 19, 2003). The proposed construction grades, contours, and proposed structure elevations as depicted hereon are based upon Information provided Note: upon the approved wnstrucllon documents prepared for this development. Unless otherwise stated hereon, no Information This drawing Is based upon construction plans andfor record pertaining to but not limited to, fluctuating water tables elevations, _ drawings prepared by others and is roll based upon a field survey. soil types, and conditions within the building areas ofhis COOR Consulting b land Servioes. Corp. does not warrant the development have been provided and for referenced on Bald correctness or integrity otThis information. The contrectodowner documents. With the excavation of the proposed structure should verify existing conditions prior to construttd n. Any varying foundations, certain care and observations should be made jr. regard field conditions or any discrepancy with the Information contained to such conditions as sail types and fluctuating water tables. During hereon should be immediately reported to COOR Consulting 8 Land the excavation process should any unsuitable soils or ground water Services, Corp., failure to do so would result in the contractorlowners be witnessed, the bulfder shall be immediately notified for further assumption of liability. examination and consul',atlon. Al the builders discretion, additional construction techniques may be necessary to alleviate future //®1\ problems. g@nW[?RADDO A hind 6© P P 00 P(D N 303 WEST MAIN STREET KNIGHTSTO'WN. INDIANA (888) 593-2667 (765) 3455943 FAX#: (765) 345-5692 Note: Minimum Front yard - 20 Minimum Side Yard - 3' Minimum Agg - 6' (Between Houses) Minimum Rear Yard - NIA M119M C 1RO Mgn L?341a415:0 INSTR.#200500009934 PC 3, SLIDE 581 LOT # 342 14187 VESTAL COURT CARMEL. IN 46033 Oommsco7 HoTA ?7@aQu?"-?N' PLOT PLAN Prepared For: Pulte Homes of,lndian,a ?3