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Home My WebLink AboutCOP 010 - Plot Plan"BASE HOUSE STANDARD FEATURES" W—xi =Proposed Grade MODEL: WOODSIDE Gar. FFE = 891.9 LOT # O Overflow ArrowSW 1st Fir FFE = 893.7 B' FULL BASEMENT - NO WINDOW WELL 3 CAR SIDE ENTRY GARAGE TOW = 892.7 ±'� 11967 SF 5'XT DECK BRICK WRAP Bsmt FFE = 883.9 o Drive Slope = 17.3% PAD 891.4 PER PLAN �. Note: MFFE 891.9 PER PLAN "SELECTED FEATURES" Note: MFPG 891.9 PER PLAN MLAG 891.4 PER PLAN ELEV HR3R - RIGHT HAND Min. Front Yard - 25' Note: 9' FULL BASEMENT Min. Side Yard - 4' (2) 4'X4' WINDOW WELLS Min. SY Aggregate -19' Contractor should verify sump pit Min. Structure separation -10' location with Field Manager. Min. Rear Yard - 25' 10gonad Hw[ h ftffinL5o � II = 00 Z tr a Ip W 4-i 1-1 WATER LtHYD 0� �,se„►.D.� 5. `cOrV�i 91.1 150.38' .0 O ISERVICE VALVE co -011 A 'iL(}jAN LATCM 1.W W _ r T WALK ¢ � co U coYC6 eq LLI bl p Y --, 2. '� JI o Wain w Io r'I �EDj I a $ to WI ' I ~ I 66.08' y�0 42.6' N °;� CG ' 126.0' 1 u, Lo L)l � `_ 45.0' 1 fr ' c I ' 25.0' G1AS &a Ho -1 129.4' I I i s UDI I I I' i i I 130.00' s.5, .' — —G.A.=B` WLo Co —_ _____ -- _ t�JrsTMBH Z 00 STM SEWER t^ TC=888.35 �Go I c F 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 10 Iles within Flood Hazard Zone "X" (UNSHADED)per the scaled location on the Rood Insurance Rate Maps for Hamilton County, Indiana (Community Panel 18057CO205G, 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 does not warrant the accuracy or completeness of this information. o�g poc�c��9 o® n 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 07/02/19 JOB #2018-115.010 REVISIONS: • Conc Flatwork Sq. Ft = *1,548 Public Walk Sq Ft = ±425 Sod Sq Yds = *307 Seeding Sq Ft = ±5,557 " (Drive, Apron, 3' Walk, Patio, Stoops) (PORCH NOT INCLUDED) 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. 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 contractorlowners 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 problems. COPPER RUN PLOT PLAN P.C. 5, SLIDE 932 Prepared For: INSTR. #2019002699 Ate LOT # 10 13011 CHENILLE DRIVE CARMEL, IN 46074 Pulte Homes of Indiana W—xi =Proposed Grade Per Plans =Drainage Flow `•",,,,,, •••.,•,•N I� ••.,�r S c Gi Overflow ArrowSW NO. STALE OF Note: +',,� Manholes must remain accessible S " `•�••`• and at grade at all times. �. 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 10 Iles within Flood Hazard Zone "X" (UNSHADED)per the scaled location on the Rood Insurance Rate Maps for Hamilton County, Indiana (Community Panel 18057CO205G, 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 does not warrant the accuracy or completeness of this information. o�g poc�c��9 o® n 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 DATE: 07/02/19 JOB #2018-115.010 REVISIONS: • Conc Flatwork Sq. Ft = *1,548 Public Walk Sq Ft = ±425 Sod Sq Yds = *307 Seeding Sq Ft = ±5,557 " (Drive, Apron, 3' Walk, Patio, Stoops) (PORCH NOT INCLUDED) 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. 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 contractorlowners 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 problems. COPPER RUN PLOT PLAN P.C. 5, SLIDE 932 Prepared For: INSTR. #2019002699 Ate LOT # 10 13011 CHENILLE DRIVE CARMEL, IN 46074 Pulte Homes of Indiana