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17-068_4th Street Post Construction Survey-STORM 110+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 87+0087+5088+0088+5089+0089+509+00 9+50 10+00 10+50 11+00 11+ 5 0 12+ 0 0 12+5 0 13+00 13+50 14+0014+08 58+5059+0059+5060+0060+5061+0061+5018+5019+0019+5020+001+00 1+502+00 2+503+00 3+14 STR#21 RIM: Inv. N: 825.77 Inv. W: 825.65 STR#22 RIM: Inv. S: 825.90 25 LF OF 12" RCP @ 0.52% 10 LF OF 12" RCP @ 1.00% STR#20 RIM: Inv. E: 825.55 Inv. W: 825.45 47 LF OF 15" RCP @ 1.49% STR#25 RIM: Inv. E: 824.75 Inv. NW: 823.79 Inv. S: 64 LF OF 12" RCP @ 0.55% STR#26 RIM: Inv. SE: 824.14 Inv. N: 824.30 51 LF OF 12" RCP @ 0.49% STR#31 RIM: Inv. S: 824.55 STR#35 RIM: Inv. N: 826.07 STR#36 RIM: Inv. S: 825.96 Inv. E: 825.87 22 LF OF 12" RCP @ 0.50% 8 LF OF 12" RCP @ 0.88% STR#23A RIM: Inv. W: 827.47STR#23 RIM: Inv. N: 827.30 Inv. E: 827.40 32 LF OF 12" RCP @ 0.50% STR#24B RIM: Inv. W: 827.70 STR#24A RIM: Inv. E: 827.66 Inv. NW: 827.05 Inv. S: 827.14 7 LF OF 12" RCP @ 0.57% 45 LF OF 12" RCP @ 0.51% STR#48 RIM: Inv. SE: 826.82 Inv. NW: 826.72 35 LF OF 12" RCP @ 1.00% STR#32 RIM: Inv. SE: 826.52 Inv. N: 826.42 STR#33 RIM: Inv. S: 826.07 Inv. N: 825.97 STR#34 RIM: Inv. S: 825.74 Inv. N: 825.63 Inv. W: 825.73 23 LF OF 12" RCP @ 1.00% 26 LF OF 15" RCP @ 1.54% STR#N1 RIM: Inv. NW: 824.65 829.55 826.08 830.29 825.71 825.51 26 1.42% 829.52 825.48 825.27 11 0.27% STR#25B TRENCH DRAIN RIM: 829.56 Inv. N: 828.02 829.75 824.58 823.76 828.02 46 1.50%829.54 828.14 7 LF OF 6" PVC @ ?.??% 8 1.50% 829.09 824.27 824.31 65 0.78% 829.04 824.68 0.73%ʽ 829.52 826.29 829.63 826.21 826.07 0.36%ʽ 831.20 827.64 830.96 827.46 827.51 ʽ1.63% 831.36 827.71 831.25 827.46 827.35 827.35 ʽ 8 0.34% 3.13% 830.70 826.88 826.79 ʽ1.04% 829.69 826.74 826.62 20 LF OF 12" RCP @ 1.00% ʽ0.25% 829.56 826.11 825.91 ʽ1.46% 829.62 825.83 825.79 825.82 22 0.36% 28 LF OF 12" RCP @ 0.50% 27 0.93% STR#EX-3 Inv. S: 825.23 825.02 25 3.08% STR#30 RIM: Inv. SW: 824.00 828.22 824.04 38 LF OF 12" RCP @ 1.03% ʽ 0.82% STR#27 RIM: Inv. NE: 823.61 Inv. NW: 823.40 STR#N2 RIM: Inv. SE: 824.07 828.09 823.73 823.63 83 LF OF 12" PVC @ 0.70% 139 LF OF 12" RCP @ 1.03% STR#28 RIM: Inv. SE: 821.97 Inv. SW: 821.50 Inv. N: 821.66 827.16 821.92 821.41 821.56 137 2.30% STR#29 RIM: Inv. S: 821.90 827.07 822.09 822.94 INV. NE 25 LF OF 12" RCP @ 0.96% 23 1.25% STR#37 RIM: Inv. NE: 821.40 827.08 821.21 10 LF OF 12" RCP @ 1.00% 9 2.22% 828.29 824.83 827.84 824.01 ʽ0.99% ADDED STRUCTURE RIM: 826.01 INV. SW: 823.21 28 LF OF 12" PVC @ 0.96% 1+34 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 STR#74 RIM: Inv. NE: 822.95 Inv. S: 821.41 STR#75 RIM: Inv. SW: 823.78 Inv. S: 824.26 STR#78 RIM: Inv. N: 824.59 Inv. E: 824.88 Inv. S: 824.92 STR#77 RIM: Inv. N: 825.16 STR#76 RIM: Inv. N: 825.44 Inv. SE: 825.44 STR#76A 22 LF OF 12" RCP @ 0.50% STR#79 RIM: Inv. W: 825.22 Inv. S: 825.32 Inv. NE: 825.32 STR#79A 22 LF OF 12" RCP @ 0.50% 24 LF OF 12" RCP @ 0.50%24 LF OF 18" RCP @ 1.00% 13 LF OF 18" RCP @ 2.54% 33 LF OF 18" RCP @ 2.52% 67 LF OF 18" RCP @ 0.51% 831.96 825.05 0.61%23 831.91 824.51 824.91 824.91 831.27 825.11 825.32 831.06 825.02 825.08 825.28 CANNOT VERIFY PIPE BURIED CANNOT VERIFY PIPE BURIED 23 0.13% ʽ 0.16% ʽ 832.08 823.56 824.26 1.92% 832.02 823.01 821.56 30 3.03%1" = 30'Prepared by:Survey Tech PC.7172 North Keystone Ave #JIndianapolis IN, 46240Prepared for:REITH RILEY1751 W. MINNESOTAIndianapolis, IN 46221DrawnCheckDateScalePAGERevisionDateNumberDescriptionJob # 17-0681 OF 2: BMF: LDB: 06-26-2018: 1" = 30'STORM POST CONSTRUCTION SURVEY4TH STREET AND RANGE LINE VETERANS WAYCITY OF CARMELLS9300007 STATE OF -oN E ERE D I A NLYLE D A V I D BRA NSONL A ND SUR V E Y O RPOST CONSTRUCTION SURVEY