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17-039 126th Gray Rd Post Construction Survey Storm
55+21, STR# 141 T/Rim=787.64 Inv. S.=780.10 Inv. E.=783.66 Inv. W.=783.64 10 LF OF 12" PIPE @ 0.50% 131 LF OF 24" PIPE @ 0.15% 53+90, STR# 136 T/Rim=786.55 Inv. W.=782.82 53+90, STR# 138 T/Rim=786.35 Inv. N.=779.91 Inv. S.=779.91 Inv. E.=782.68 Inv. W.=782.27 53+90, STR# 137 T/Rim=786.06 Inv. E.=782.33 27 LF OF 12" PIPE @ 0.52% 52 LF OF 24" PIPE @ 0.15% 13 LF OF 12" PIPE @ 0.46% 53+47, STR# 133 T/Rim=785.58 Inv. S.=781.81 53+38, STR# 131 T/Rim=785.53 Inv. N.=781.75 Inv. E.=781.75 9 LF OF 12" PIPE @ 0.67% 53+47, STR# 134 T/Rim=785.60 Inv. W.=781.88 53+90, STR# 132 T/Rim=785.56 Inv. N.=781.82 Inv. W.=781.82 10 LF OF 12" PIPE @ 0.60% 12 LF OF 12" PIPE @ 0.58% 34 LF OF 12" PIPE @ 0.47% 53+38, STR# 135 T/Rim=785.79 Inv. N.=779.83 Inv. S.=779.83 Inv. E.=781.66 Inv. W.=783.68 60 LF OF 24" PIPE @ 0.15% 18+97, STR# 124 T/Rim=786.22 Inv. SW.=783.72 17+99, STR# 118 T/Rim=788.18 Inv. S.=783.47 Inv. E.=779.86 Inv. W.=779.86 16+11, STR# 115 T/Rim=789.60 Inv. S.=784.94 Inv. E.=779.99 18+88, STR# 123 T/Rim=786.22 Inv. NE.=783.37 Inv. S.=781.40 Inv. E.=779.79 Inv. W.=779.79 23 LF OF 12" PIPE @ 1.52% 100 LF OF 36" PIPE @ 0.07% 181 LF OF 36" PIPE @ 0.07% 16+01, STR# 111 T/Rim=788.91 Inv. E.=785.18 10 LF OF 12" PIPE @ 0.50% 11 LF OF 12" PIPE @ 0.55% 16+11, STR# 113 T/Rim=788.89 Inv. N.=785.00 Inv. S.=785.13 Inv. W.=785.13 16+11, STR# 114 T/Rim=789.07 Inv. N.=785.31 Inv. W.=785.31 16+01, STR# 112 T/Rim=789.09 Inv. E.=785.36 37 LF OF 12" PIPE @ 0.49% 10 LF OF 12" PIPE @ 0.50% 18+00, STR# 116 T/Rim=787.51 Inv. N.=783.78 54 LF OF 12" PIPE @ 0.50% 18+88, STR# 120 T/Rim=785.79 Inv. N.=781.83 Inv. SE.=781.83 18+99, STR# 122 T/Rim=785.87 Inv. NW.=781.98 10 LF OF 12" PIPE @1.60% 77 LF OF 12" PIPE @ 0.49% 18+95, STR# 121 T/Rim=785.88 Inv. W.=781.95 18+88, STR# 119 T/Rim=785.82 Inv. N.=781.45 Inv. E.=781.55 Inv. S.=781.45 10 LF OF 12" PIPE @ 4.50% 55+77, STR# 125 T/Rim=786.42 Inv. N.=779.74 Inv. E.=779.74 Inv. W.=779.74 79 LF OF 36" PIPE @ 0.06% 115 LF OF 36" PIPE @ 0.07% 20+78, STR# 147 T/Rim=786.42 Inv. S.=780.20 Inv. E.=779.66 Inv. W.=779.66 7 LF OF 12" PIPE @ 1.29% 20+78, STR# 143 T/Rim=785.63 Inv. N.=780.29 InV. E.=781.85 20+88, STR# 145 T/Rim=785.68 Inv. W.=781.90 10 LF OF 12" PIPE @ 0.50% 10 LF OF 12" PIPE @ 0.50% 20+87, STR# 144 T/Rim=785.67 Inv. W.=781.9220+78, STR# 142 T/Rim=785.62 Inv. S.=781.87 InV. E.=781.87 7 LF OF 12" PIPE @ 1.14% 82 LF OF 24" PIPE @ 0.15% 20+78, STR# 146 T/Rim=787.17 Inv. N.=781.79 Inv. E.=779.86 Inv. SW.=779.8651+33, STR# 130 T/Rim=786.07 Inv. NE.=779.98 Inv. S.=779.98 50+90 STR# 129 T/Rim=785.86 Inv. N.=780.03 Inv. S.=780.03 Inv. W.=781.34 49+00, STR# 154A T/Rim=785.95 Inv. N.=780.32 Inv. E.=781.30 51+01, STR# 128 T/Rim=785.55 Inv. S.=781.74 50+99, STR# 127A T/Rim=785.63 Inv. S.=781.84 50+90, STR# 127 T/Rim=785.58 Inv. E.=781.60 Inv. N.= 781.60 10 LF OF 12" PIPE @ 2.40% 10 LF OF 12" PIPE @ 1.40% 50+90, STR# 126 T/Rim=785.44 Inv. E.=781.39 Inv. N.= 781.60 Inv. W.= 781.39 43 LF OF 12" PIPE @ 1.40% 193 LF OF 24" PIPE @ 0.15% 49+00, STR# 154 T/Rim=785.95 Inv. S.= 781.36 Inv. W.=781.36 48+65, STR# 153 T/Rim=785.68 Inv. N.=781.53 Inv. E.=782.80 Inv. W.=781.53 STR# ES 153 Inv. W.= 783.24 8 LF OF 12" PIPE @ 0.75% 11 LF OF 12" PIPE @ 4.00% 35 LF OF 12" PIPE @ 0.49% 22+12, STR# 146A T/Rim=787.38 Inv. N.=779.66 Inv. W.=779.66 134 LF OF 24" PIPE @ 0.15% 22+14, STR# 147A T/Rim=786.60 Inv. S.=779.56 Inv. E.=779.56 Inv. W.=779.56 135 LF OF 36" PIPE @ 0.07% 62 LF OF 24" PIPE @0.16% 22+53, STR# 149 T/Rim=786.37 Inv. S.=780.60 Inv. E.=779.54 Inv. W.=779.54 22+72, STR# 155 T/Rim=786.08 Inv. NE.=779.49 Inv. E.=779.49 Inv. W.=779.49 22+79, STR# 156 T/Rim=785.10 Inv. SW.=779.46 Inv. SE.=779.46 22+85, STR# 157 T/Rim=785.85 Inv. NW.=779.43 Inv. E.=779.43 Inv. W.=779.43 40 LF OF 36" PIPE @ 0.05% 19 LF OF 21" PIPE @ 0.26% 11 LF OF 12" PIPE @ 0.27% 11 LF OF 12" PIPE @ 0.27% 6 LF OF 12" PIPE @ 1.17% 22+53, STR# 148 T/Rim=786.34 Inv. N.=780.67 Inv. E.=780.67 23+15, STR# 151 T/Rim=784.73 Inv. W.=780.98 Inv. S.=780.98 23+15, STR# 150 T/Rim=785.00 Inv. N.=781.26 62 LF OF 12" PIPE @ 0.50% 40 LF OF 12" PIPE @ 0.70% 25+36, STR# 158 T/Rim=781.80 Inv. E.=778.74 Inv. W.=778.74 Inv. SE.=779.00 255 LF OF 21" PIPE @ 0.27% 788.97 785.19 ʽ 789.48 784.93 780.07 788.93 785.08 785.11 785.11 36 789.13 785.39 785.41 789.17 785.51 ʽ1.00% 0.78% 0.80% 185 787.44 783.23 779.94 779.94 18+02 ʽ 13 1.15% 783.96 ʽ 53 1.38% 786.43 783.03 781.32 779.83 779.78 99 0.16% 785.80 781.85 781.95ʽ 785.89 782.36 4.10% ʽ 785.80 781.49 781.60 781.53 0.42% 785.82 781.61 9 0.11% 786.24 783.73 ʽ3.04% 786.39 779.71 779.66 779.76 ʽ 0.09% 785.88 779.91 781.74 781.69 ʽ ʽ0.20% 785.64 781.84 781.79 ʽ 0.83% 785.62 782.01 8 2.13% 785.57 782.33 782.33 785.72 782.51 ʽ1.80% ʽ1.74% 786.50 780.05 780.05 782.30 782.29 786.09 782.38 51 0.27% 786.24 783.04140.64% ʽ2.74% 787.76 780.23 783.74 783.87 133 0.14% 1.30% 783.26 12 0.92% 785.50 781.50 783.15 781.75 785.13 781.86 38 LF OF 12" PIPE @ 0.47% ʽ0.29% 785.84 781.40 781.40786.10 781.38 781.38 34 0.29% 10 0.20% 785.51 780.14 780.14 781.26 194 0.64% 785.50 781.42 781.50 781.50 785.66 781.56 781.56 785.70 781.85 ʽ2.90% ʽ 0.14% 785.44 781.60 9 1.11% 786.15 780.06 780.06 37 LF OF 24" PIPE @ 0.14% 0.22%ʽ 786.70 781.73 779.90 779.90 0.19% 83 785.59 781.91 781.99 785.70 782.05 11 0.55% 8 2.25% 788.49 779.73 779.76 0.13%ʽ 786.23 780.09 779.64 779.64 ʽ 0.02% 785.70 780.20 781.62 ʽ 1.57% 786.64 779.39 779.54 779.54 785.78 781.85 9 2.56% ʽʽ 786.32 780.71 779.52 779.52 779.50 780.45 779.50 785.86 780.86 780.96 8 1.88% 785.01 781.59 784.66 781.13 781.20 41 0.95% 61 0.28% 782.76 778.68 778.76 779.10 786.01 779.48 779.48 41 ʽ 18 0.11% ʽ 13 LF OF 21" PIPE @ 0.46% 785.90 779.46 779.46 780.40 ʽ 0.38% ʽ 0.18% ʽ 0.18% 0.28% 55+21, STR# 140 T/Rim=787.50 Inv. W.= 783.7755+21, STR# 139 T/Rim=787.42 Inv. E.=783.69 55+21, STR# 141 T/Rim=787.64 Inv. S.=780.10 Inv. E.=783.66 Inv. W.=783.64 21 LF OF 12" PIPE @ 0.52% 10 LF OF 12" PIPE @ 0.50% 131 LF OF 24" PIPE @ 0.15% 53+90, STR# 138 T/Rim=786.35 Inv. N.=779.91 Inv. S.=779.91 27 LF OF 12" PIPE @ 0.52% 786.50 780.05 780.05 ʽ2.74% 787.76 780.23 783.74 783.87 787.57 783.75787.49 784.00 133 0.14% 1.30% ʽ 20 0.05% 111 LF OF 21" PIPE @ 0.14% STR# ES 158 Inv. E.=778.58 778.54 113 0.12% +55, STR# 58 T/Rim: 778.20 Inv. E: 776.30 778.22 776.54 9 LF OF 12" PIPE @ 1.11% CANNOT VERIFY TIES INTO EXISTING PIPE UNDERGROUND +41, STR# 57 T/Rim: 780.80 Inv. NW: 779.30 37 LF OF 12" PIPE @ 0.81% 781.79 779.28610.30%1" = 30'Prepared by:Survey Tech PC.7172 North Keystone Ave #JIndianapolis IN, 46240Prepared for:RIETH RILEY1751 W. MINNESOTA STREETIndianapolis, IN 46129DrawnCheckDateScalePAGERevisionDateNumberDescriptionJob # 17-0391 OF 1: BMF: LDB: 01-03-2018: 1" = 30'STORM POST CONSTRUCTION SURVEY126TH STREET AND GRAY ROADCITY OF CARMELLS9300007 STATE OF -oN E ERE DI A NLYLE D A V I D BRA N SONL A ND SUR V E Y O RPOST CONSTRUCTION SURVEY