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HomeMy WebLinkAboutLC 19 SALAIN.pdf••••• Laa,arD ® L ©tU cd II = �OI LOT # 19 ±45,953 SF PAD 894.0 PER PLAN MFPG 888.6 PER PLAN IXX.XI = Proposed Grade = Drainage Flow Gar. FFE = 894.5 Note: H ME Grep �ST INLET TCM = 893.86 55° SAN TC= 895 95.22 0.0 2 191.31 65 9 SAN MN TC= 891.97 N w co Q 30' D. &U.E. / &J� 150 i 11' 4' co LO co STORM SEWER — — _ STM INLET ,,o TC_886.59 10' L.S.E. SAN MN TC= 890.47 20' S.E. (PER INSTR. #200435576) Contractor should verify site specific information depicted hereon with the approved construction and erosion control plans for this development. Also, Contractor should reference Architectural plans for foundation orientation and dimensions. Flood Hazard Note: Lot Number 19 lies within that Special Flood Hazard Zone "X" per the scaled location on the Flood Insurance Rate Maps for Hamilton County, Indiana (Community Panel #18057CO205F, dated February 19, 2003). Note: This drawing is based upon construction plans and /or record drawings prepared by others and is not based upon a field survey. COOR Consulting & Land Services, Corp. does not warrant the correctness or integrity of this information. 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. SAN SEWER 149.47' Note: END SECTIONS INV= 884.17 BLOCK 19A NORMAL POOL ELEV. = 884.00 100 YR. FLOOD ELEV. = 886.54 TOP OF BANK ELEV. = 888.60 END SECTION INV= 883.62 Note: ZONING: S -1 /RESIDENCE Minimum Front Yard - 40' Minimum Side Yard - 10' (15') If Front Load Minimum Side Yard Agg - 30' Minimum Rear Yard - 20' The proposed construction grades, contours, and proposed structure elevations as depicted hereon are based upon information 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 elevations, soil types, and conditions within the building areas of this development have been provided and \or 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. oor© c� o u3 o u3 © B 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593 -2667 (765) 345 -5943 FAX #: (765) 345 -5692 DATE: 11/6/12 JOB #2011- 100.019SALAIN REVISIONS: THE WOODS AT LIONS CREEK P.C. 4, SLIDE 366 INSTR #2007054735 LOT # 19 4417 SERENGETI CIRCLE CARMEL, IN 46032 PLOT PLAN Prepared For: DAN SALAIN 317.476.5522 4417 SERENGETI CIRCLE CARMEL, IN 46032