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HomeMy WebLinkAbout18364_C2.0 SITE PLAN100 SIP 1" CAP 101 SIP 1" CAP 106 885.17 SMN 107 883.60 SMN FIP 1.25" OD FIR 3/4" FIP W/CAP FIP W/CAP FIR 1/2 FMN FMN IN HUB FIP 1" SBM #2 SBM #1885 88388 2 88488288388488488388488488588588588588188088288388188388488 1882880880 880 8 8 0 87 9 878877876875879 880 875 876 877 87 8 87987987 4 87 5 87 9 877 876 872 873 872 871 871 872875 874 873 871 870 8 69 868 86 9 870 87 1 8 7 2 873 874 875874873872871870869868 87 0 869868 867 8678 6 7 865 86 4 86 5 8668 6 7 8 6 8 869 8 7 0 8 7 1 872873874875876876876 877878 876877876 8758748 6 5 8668678688 6 9 870871872873 872 8 71 870 869 868 874 86586686 7 8 6 3 862 859 860 861 862863863862861860862861861 860 859 86 2 8 6 3 8 6 4 8658668 6 7 8688 7 0866865 86386 4865 8718728738 7 4875876 8778688678668 65 8 64 863 8668658648638 6 7 8688698708668678718728738748758768 77865 86 4 865 863863 864863863862863864 864 864BFE 8 6 4 .7 7 BFE 863 BFE 8628 8 1 2 7,955 S F 0.64 AC 1 2 3,280 S F 0.53 A C 2 23 ,4 40 SF 0.54 A C 3 22 ,9 0 0 SF 0 .53 AC 4 20,58 2 S F 0.47 AC 5 1 31,80 5 SF 3.03 AC 6 2 6,878 S F 0.62 A C 8 22 ,9 1 5 SF 0 .53 AC 9 2 3,100 S F 0 .5 3 AC 1 0 23 ,2 7 5 SF 0.53 A C 1 1 2 8,375 S F 0.6 5 A C 1 2 15 0,8 81 SF 3.46 AC 7HOOVER ROADHOME COURT N89°49'01"E 513.00' S6 4 ° 00' 14" E 13 0 . 1 6 ' S00°00'51"W 5.28' S66°30'04"E 109.03' N89°49'01"E 425.00'N00°00'38"E 96.92'N89°49'01"E 175.85 'S00°17'43"W 630.83'S89°36'57"W 1327.78' N00°00'51"E 645.05' 877 878 878879 880 883 882 881 880 879 878 877 875 874 873 872 876 876 875 871 872 870 869 CLAY CREEK880 28'56'5 0 ' G A S P I P E L I N E E A S EM E N T30'30'30' EST. MFPG:882 EST. MFPG:882 EST. MFPG:880 EST. MFPG:880 ES T . MFPG :8 76 EST . M F PG :8 76 ES T . MFPG :8 78EST. M FP G:882 EST . M F PG :8 82EST. M FP G:88 2EST. M FPG:885 ES T. M FP G:88 5 25'40'20'194'145' 120' 195'120' 196'157'97'151'214'100'HALF ROW 45'90'600' 163' 192'120' 193'120' 145'195' 676'120'13' 13' 37' 38' 120' 120 '171'74' 74' 1 2 0 '120'20'HOME COU Know what'sbelow. before you dig. Call R N STREET CROSS-SECTION DETAIL SCALE: 1" = 5' SETBACK DETAIL SCALE: 1" = 30' LEGEND BUILDING SETBACK LINE PROPOSED SIDEWALK/EDGE OF CONCRETE PROPOSED EDGE OF ASPHALT PROPOSED PROPERTY LINE/LOT LINE PROPOSED STREET CENTERLINE EXISTING CONTOUR RIGHT-OF-WAY PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR 888 890 EXISTING EDGE OF PAVEMENT NOTE: AGGREGATE SIDE YARD = 30' REGULATED DRAINAGE EASEMENT NOTES MULTI-USE ASPHALT PATH 1. ALL SIDEWALK RAMPS AND CROSSWALKS AT INTERSECTIONS WILL BE ADA COMPLIANT. 2. D.U.S.S.E. = DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT. 3. R.D.E. = REGULATED DRAIN EASEMENT 4. VAR. D.U.E. = VARIABLE DRAINAGE AND UTILITY EASEMENT 5. D.U.E. = DRAINAGE AND UTILITY EASEMENT 6. ASPHALT PATH IS TO BE 10' WIDE MINIMUM. 7. SPECIAL FLOOD HAZARD AREAS AS SCALED FROM FIRM PANEL NO. 18057C0205G DRAWING NO. C2.0 N:\2018\18364\Drawings\ACAD\LD\S0_\Sheet Drawings\18364_C2.0 SITE PLAN.dwg 3/3/2019DESCRIPTIONDATE NO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:1836411/16/2018PLDPLDJORDEVELOPMENT PLANHAMPSTEAD GARDENDESCRIPTIONDATENO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comCARMEL INDIANASTREAM REGULATORY FLOODWAY SPECIAL FLOOD HAZARD AREA WITH BFE 0.2% ANNUAL CHANCE FLOOD HAZARD (ZONE X) DEPTH (ZONE AE) COMMON AREA #1 - 2.0 AC VAR. D.U.E. & BMP EASEMENT COMMON AREA #2 - 2.4 AC VAR. D.U.E. & BMP EASEMENT FOUND IRON ROD FOUND MONUMENT FOUND IRON PIPE SET MONUMENT EASEMENT TREE PROTECTION FENCE BMP N1 10-YEAR: 878.82 100-YEAR: 879.65 TOB: 880.00 BMP N2 10-YEAR: 876.27 100-YEAR: 877.47 TOB: 878.00 BMP N3 10-YEAR: 870.50 100-YEAR: 871.27 TOB: 872.00 BMP S1 10-YEAR: 881.46 100-YEAR: 882.76 TOB: 883.00 BMP S2 10-YEAR: 878.27 100-YEAR: 880.03 TOB: 880.25 BMP S3 10-YEAR: 874.81 100-YEAR: 875.45 TOB: 876.00 ADA ACCESSIBLE RAMP AND CROSSING 03/20/19