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HomeMy WebLinkAbout07100044 Site Plan"SASE HOUSE STANDARD FEATURES" - MANCHESTER - ELEV 2C Car. FFE = 911.1 T FULL BASEN.ENT RIGHT HAND - Full Brick 1st Fir FFE = 912.9 3 CAR SIDE ENTRY GARAGE FULL BSMT - 9' Walls TOW = 911.9 BRICK 3 SIDES :3 CAR - Side Entry Bsmt FFE = 903.1 PATIO Drive Slope = 2.0% 12) 4X4 WINDOW WELLS & {i) 2X2 ':VINDOWVdELL vAM= y SAN MH 817 "SELECTED FEATURES" TCTC BRICK 4 SIDES DECI"7' G?SIF¢ ??O (1,Q yOl i ?? w Note: Min. Front yarn - Variable Min. Between Residences - 6' Min. Rear Yard - 20' !w b He 4 0 aUE' u. SANMi-l8 6 N1 lDna? ' 7 S.BL. 2 0' WATERLINE ? .;tt; ` 1,11v et m vc4' ylpz ? 10-9-71 14. LOT # 58 +15,686 SF,D.o a U PAD 910.1 PER PLAN + z /? 6BFPG 905.4 PER PLAN ° 2 \ 4j Cone Flatwork Sq. Ft = ±1432 \ 30' Public Walk Sq Ft = ±709 Sod Sq Yds =±480 j Seeding Sq Ft = ±8969 O? 7 Note: \ \ \ / Contractor should verity age specific infomtation depicted hereon with the approved constmction plans for this deveopmant. Also, Contractor should reference Architectural plans for foundation orienlatiun and dimensions. Flood Hazard Note Lot Number 58 ties within Flood Hazard Zone 'X" per the scaled location on me Flood Insurance Rate Maps for Hamilton County, Indiana (Community Panel #18057C0205F, dated February 19, 20031. Note The proposed construction grades, contours, and proposed structure elevations as depicted hereon are based upon iaforma6T provided upon the approved construction documents prepared for This development- Unless otherwise stated hereon, no information pertaining to but not limited to, fluctuating water tables elevaticns, soil types, and conditions Mthat the building areas of this development have been provided aturior referenced on said documents. With the excavat;on of the proposed structure Inundations, certain care and ohservations sfiouid be made in regard to such conditions as sell types and fluctuating water tables. During the excavation process should any unsuitable soils or ground water be witnessed, the budder shall be immedt arty notified for turther examination and consultation. At the builders discretion, additional construction techniques may be necessary to alleviate future ?oo? a0 oIngo ? llaimd.J g5Q(?VjV0(D%20 c G, [W Cn; w'n t? © o a 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 09128107 JOB #2004-250.1)58 REVISIONS: / 5 3 Op"p1?3'?. R p- .tPMP.E?` bt' I? = Proposed Grade -?-? Drainag a Flow OA XXX = Eristt 9 Grade P QX60 / OQ YR,o02. Note: This drawing is based upon tonstrucdon plans and/or record drawings prepared by others and Is rot based upon a field survey. COOR Consulting & Land Services, Corp. does not warrant the coneGness or integrity of this Information, The contractorlmimw should verity existing conditions prior to construction. Any varying lied conditions or any tlisaepandy with lha inWnnation contained ? hereon should be Immediately reported to COOR Consuaing & Land Services, Corp.: failure to do so would result in the contractortowners assumption of liability. LONGRIDGE ESTATES SECTION ONE PC 3. SLIDE 729 INSTR 71200500 0 6 3 31 6 LOT # 58 3883 LONG RIDGE BOULEVARD WESTFIELD, W 46074 i%oomm(Lc1 GPI ftnas.. sj if -,vr D