C C 3. C 18290.MATCH LINE WITH REACH 2B FROM PACHECO PASS BRIDGE PLANS/BEGIN REACH 3A C 19284.CONFLUENCE WITH REACH 9A C 19858.END PROJECT/MATCH LINE WITH REACH 3 T1 LLAGAS CREEK WATERSHED PROJECT(PL566);CONDITIONAL LOMA APRIL 1989 T2 LLAGAS CREEK;REACH 3A;DOWN STREAM MATCHLINE REACH 2B T3 FROM:FEMA STA.18290=ASBUILT STA.17902;TO FEMA:STA.19988=ASBUILT STA.19600 J1 2 .2 176.93 J2 -1 -1 J3 38 43 1 2 8 3 26 17 24 42 J5 -10 -10 QT 2 17800 10400 NC 0.061 0.061 0.061 0.10 0.30 844 1206 X1 18290 12 872 1126 0 0 0 X3 10 GR 180.3 844 184.3 854 184.3 872 165.3 910 165.3 928 GR 159.3 946 161.3 958 161.3 1000 161.3 1080 184.3 1126 GR 184.3 1140 180.3 1206 0 0 0 0 0 0 NC 844 1206 X1 18339 12 872 1126 49 49 49 X3 10 GR 183.4 844 184.4 846 184.4 872 165.4 910 165.4 928 GR 159.4 946 161.4 958 161.4 1000 161.4 1080 184.4 1126 GR 184.4 1140 182.4 1206 0 0 0 0 0 0 NC 844 1227 X1 18376 12 872 1126 37 37 37 X3 10 GR 181.4 844 184.4 850 184.4 872 165.4 910 165.4 928 GR 159.4 946 161.4 958 161.4 1000 161.4 1080 184.4 1126 GR 184.4 1140 183.4 1227 0 0 0 0 0 0 NC 850 1186 X1 18473 12 872 1126 97 97 97 X3 10 GR 182.5 850 184.5 854 184.5 872 165.5 910 165.5 928 GR 159.5 946 161.5 958 161.5 1000 161.5 1080 184.5 1126 GR 184.5 1140 168.5 1186 0 0 0 0 0 0 NC 852 1168 X1 18573 12 872 1126 100 100 100 X3 10 GR 182.6 852 184.6 856 184.6 872 165.6 910 165.6 928 GR 159.6 946 161.6 958 161.6 1000 161.6 1080 184.6 1126 GR 184.6 1140 177.6 1168 0 0 0 0 0 0 NC 857 1146 X1 18694 11 872 1116 121 121 121 X3 10 GR 183.7 857 184.7 859 184.7 872 165.7 910 165.7 928 GR 159.7 946 161.7 958 161.7 1000 161.7 1080 179.7 1116 GR 179.7 1146 0 0 0 0 0 0 0 0 NC 857 1141 X1 18794 10 872 1116 100 100 100 X3 10 GR 184.8 857 184.8 872 165.8 910 165.8 928 159.8 946 GR 161.8 958 161.8 1000 161.8 1080 179.8 1116 179.8 1141 NC 857 1134 X1 18854 10 872 1116 60 60 60 X3 10 GR 184.9 857 184.9 872 165.9 910 165.9 928 159.9 946 GR 161.9 958 161.9 1000 161.9 1080 179.9 1116 179.9 1134 NC 857 1124 X1 18912 10 872 1116 58 58 58 X3 10 GR 184.9 857 184.9 872 165.9 910 165.9 928 159.9 946 GR 161.9 958 161.9 1000 161.9 1080 179.9 1116 179.9 1124 NC 857 1180 X1 18994 11 872 1116 82 82 82 X3 10 GR 184 857 185 859 185 872 166 910 166 928 GR 160 946 162 958 162 1000 162 1080 180 1116 GR 180 1180 0 0 0 0 0 0 0 0 NC 857 1120 X1 19088 11 872 1116 94 94 94 X3 10 GR 184.1 857 185.1 859 185.1 872 166.1 910 166.1 928 GR 160.1 946 162.1 958 162.1 1000 162.1 1080 180.1 1116 GR 180.1 1120 0 0 0 0 0 0 0 0 NC 857 1136 X1 19197 11 872 1116 109 109 109 X3 10 GR 184.2 857 185.2 859 185.2 872 166.2 910 166.2 928 GR 160.2 946 162.2 958 162.2 1000 162.2 1080 180.2 1116 GR 180.2 1136 0 0 0 0 0 0 0 0 NC 857 1136 X1 19284 11 872 1116 87 87 87 X3 10 GR 184.3 857 185.3 859 185.3 872 166.3 910 166.3 928 GR 160.3 946 162.3 958 162.3 1000 162.3 1080 180.3 1116 GR 180.3 1136 0 0 0 0 0 0 0 0 NC 843 1136 X1 19324 11 872 1116 40 40 40 X3 10 GR 183.3 843 185.3 847 185.3 872 166.3 910 166.3 928 GR 160.3 946 162.3 958 162.3 1000 162.3 1080 180.3 1116 GR 180.3 1136 0 0 0 0 0 0 0 0 NC 815 1131 X1 19382 11 872 1116 58 58 58 X3 10 GR 182.4 815 185.4 819 185.4 872 166.4 910 166.4 928 GR 160.4 946 162.4 958 162.4 1000 162.4 1080 180.4 1116 GR 180.4 1131 0 0 0 0 0 0 0 0 NC 815 1131 X1 19428 11 872 1116 46 46 46 X3 10 GR 182.4 815 185.4 821 185.4 872 166.4 910 166.4 928 GR 160.4 946 162.4 958 162.4 1000 162.4 1080 180.4 1116 GR 180.4 1131 0 0 0 0 0 0 0 0 NC 858 1126 X1 19618 10 908 1106 190 190 190 X3 10 GR 186.6 858 183.6 872 183.6 908 160.6 950 160.6 956 GR 162.6 968 162.6 1000 162.6 1050 183.6 1106 183.6 1126 NC 858 1136 X1 19768 11 872 1071 150 150 150 X3 10 GR 184.8 858 184.8 872 184.8 911 164.8 937 162.8 943 GR 162.8 955 164.8 955 164.8 1000 164.8 1045 185.8 1071 GR 186.8 1136 0 0 0 0 0 0 0 0 NC 858 1136 X1 19818 10 911 1071 50 50 50 X3 10 GR 186.8 858 186.8 911 164.8 937 162.8 943 164.8 949 GR 164.8 955 164.8 1000 164.8 1045 186.8 1071 186.8 1136 NC 858 1136 X1 19858 10 911 1071 40 40 40 X3 10 GR 194.8 858 194.8 911 172.8 937 170.8 943 172.8 949 GR 172.8 955 172.8 1000 172.8 1045 194.8 1071 194.8 1136 EJ T1 LLAGAS CREEK REACH 3A CONFLUENCE WITH REACH 2B T2 ASBUILT DRAWING ANALYSIS:ASBUILT STA. T3 FEMA REVIEW MODEL 10% J1 3 .2 164.47 J2 15 -1 -1 ER