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Miske8_2
INFILTRATION BASIN 6 BTM:930.0 (25,500 SF) OUT: 932.0 HWL: 934.7 EOF: 940.0 BOTOUT HWL BOT OUT HWL INFILTRATION BASIN 9 BTM:922 (20,800 SF) OUT: 924.0 HWL: 925.4 EOF: 928.5 OUT BOT HWL OUT BOT HWL INFILTRATION BASIN 11 BTM:925.0 (8,500 SF) OUT:926.0 HWL:927.9 EOF:928.4 INFILTRATION BASIN 13 BTM: 907.5 (2,900 SF) OUT:908.5 HWL:909.9 EOF:910.0 INFILTRATION BASIN 14 BTM:907.0 (3,350 SF) OUT:908.0 HWL:908.8 EOF:909.3 OUTBOT HWL INFILTRATION BASIN 15 BTM: 925.0 (16,000 SF) HWL: 928.3 EOF:930.5 INFILTRATION BASIN 16 BTM: 925 (1,000 SF) OUT:927.0 HWL:928.6 EOF:930.5 BOT HWL OUTBOT HWL INFILTRATION BASIN 8 BTM: 919.0 (12,700 SF) OUT: 920.0 HWL: 922.3 EOF: 922.5 910 231+00 232+00 233+ 0 0 234+ 0 0 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+0 0 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+0 0 253+0 0 254+0 0 255+00256+00257+00258+00 259+00 260+00 261+00 262+0 0 WBP WBP WBP WBP WBP WBP WBP 16 + 7 9 . 5 4 16+ 0 0 942 . 6 940 . 8 938. 7 942 . 0 PROTECT EXISTINGPOWER POLES34.748.149.049.951.035.522.322.139.722.938.142.245. 3 43.0 43.5 35.6 42.220.023.023.023.023.0GF 9 3 9 . 4 W O BF 9 3 1 . 5 ((93 0 . 1 ) ) X X TF 9 3 9 . 8 GF 9 4 2 . 4 W O BF 9 3 4 . 5 ((9 3 3 . 1 ) ) X X TF 9 4 2 . 8 GF 9 3 5 . 0 W O BF 9 2 7 . 1 ((9 2 5 . 7 ) ) X X TF 9 3 5 . 4 BF 9 2 5 . 9 ((92 4 . 5 ) ) X X ?????????GF 929.0WOBF 921.1((919.7))X XTF 929.4GF 929.0WOBF 921.1((919.7))X XTF 929.4GF 929.5WOBF 921.6((920.2))X XTF 929.9GF 930.0WOBF 922.1((920.7))X XTF 930.4GF 930.5WOBF 922.6((921.2))X XTF 930.9GF 930.5WOBF 922.6((921.2))X XTF 930.9GF 930.5WOBF 922.6((921.2))X XTF 930.9GF 930.0WOBF 922.1((920.7))X XTF 930.4GF 929.5WOBF 921.6((920.2))X XTF 929.9GF 929.5WOBF 921.6((920.2))X XTF 929.93.7% 5.0% 5.6% 6.0% 6.5% 5.1% 5.6% 5.1% 4.7% 4.8%23.023.023.0GF 946.8LO/SLWO LO 941.9((940.5))X XTF 947.2BF 938.9GF 946.5LO/SLWO LO 941.6((940.2))X XTF 946.9BF 938.6?? ?X X((928.7))BF 922.1FB/SLTF 930.4GF 930.0X X((928.7))BF 922.1FB/SLTF 930.4GF 930.0X X((929.2))BF 922.6FB/SLTF 930.9GF 930.5X X((929.2))BF 922.6FB/SLTF 930.9GF 930.5X X((929.7))BF 923.1FB/SLTF 931.4GF 931.0X X((929.7))BF 923.1FB/SLTF 931.4GF 931.0X X((929.7))BF 923.1FB/SLTF 931.4GF 931.06.5% 7.4% 8.0% 6.8% 7.2% 7.4% 9.0%28.228.4 28.9 29.2 29.0 28.5 28.2 28.0 28.8 28.4 28.0 28.4 28.9 29.2 29.0 28.6 28.2 27.9 28.6 27.923.016. 2 17.5 GF 946.5951.47HP 927.51 LP 930. 1 3 LP 13+ 9 6 . 0 6 0+00 1+00 2+0 0 3+0 0 4+ 0 0 5+ 0 0 6 + 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10+001 1 + 0 0 12 + 0 0 13+0 0 93 1 .0 927.9 929.3 932. 9 939 . 0 945. 5 9 5 0 . 1 9 51 . 4 94 9 . 8 94 7 . 9 94 5 . 7 941.09 3 6 . 1 931 . 8 930.1 928.3 930. 8 935 . 7 942. 2 94 8 . 2 9 5 1 . 2 95 0 . 9 94 8 . 7 94 7 . 2 94 3 .5938.6 93 3 . 7 930. 6 93 0 . 3 928.96HP 927.70LP927.32LP927.32LP0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00935.5933.5931.5929.5927.8928.0928.5929.0928.5928.0927.5927.7930.5934.8939.6942.1944.2934.5932.5930.5928.5927.8928.2928.8928.8928.2927.8927.3928.8932.4937.4941.0943.214.6 12.6 13.6 13.8 13.8 12.7 14.8 15.6 18.6 PROTECT EXISTINGPOWER POLESEX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W EX.S&W 8+38.054+005+006+007+008+00944.1942.0939.9937.9935.8945.1 943.1941.0938.9936.8948.09 HP 915.58 HP 911.6 3 LP 912.95 LP LP 914.9 914.0 913.0 912.0 911.7 913.4 915.3 915.1 914.1 913.0 913.7 917.0 922.0 926.5 928.7 930.7 932.7 934.7 936.7 938.7 940.7 942.7 944.7 946.7 948.1946.5944.0941.5 939.0 936.49 933.99 931.7 915.4 914.4 913.5 912.5 911.7 912.4 914.4 915.6 914.6 913.5 913.0 915.0 919.5 924.5 927.7 929.7 931.7 933.7 935.7 937.7 939.7 941.7 943.7 945.7 947.7 947.6945.2942.7940.2 937.74 935.24 932.7 931. 4 952.63 HP 946.43LP 93 9 . 5 5 LP 8+00 9+00 10+00 11+00 12+0013+0014+0 0 15+00 16+00 17 + 0 0 18 + 0 0 19+ 0 0 20+ 0 0 21+ 0 0 949.7 948.0 946.5 947.2949.5951.8 952.5 949.9 94 4 . 4 94 0 . 6 93 9 . 6 940. 8 942. 1 950.6 948.9 947.2 946.5948.4950.6952.6 951.6 947. 3942.2939 . 7 940 . 1 941. 5 GF 94 9 . 6 BF 94 6. 4 ((945.9) ) X X TF 95 0 . 0 SEWO/ F B GF 951.7 BF 948.5 ((948.0))X X TF 952.1 SEWO/FB BF 950.1((949.6))X XBF 948.4((947.9))X XSEWO/FBGF 949.1BF 945.9((945.4))X XTF 949.5SEWO/FBGF 943.0BF 939.8((939.3))X XTF 943.4SEWO/FBX X((940.2))BF 933.6FB/SLTF 941.9GF 941.5GF 940.5BF 937.3((936.8))X XTF 940.9SEWO/FBX X((938.0))BF 931.4FB/SLTF 939.7GF 939.3GF 954.1 BF 950.9 ((950.4))X X TF 954.5 SEWO/F B GF 953.8 BF 950.6 ((950.1))X X TF 954.2 SEWO/FB GF 952.7 BF 949.5 ((949.0)) X X TF 953.1 SEWO/F B GF 9 5 0 . 9 BF 9 4 7 . 7 ((94 7 . 2 ) ) X X TF 9 5 1 . 3 SE W O / F B G F 9 4 8 . 1 B F 9 4 4 . 9 ((9 4 4 . 4 ) ) X X TF 9 4 8 . 5 S EW O / F BGF 945.1BF 941.9((9 4 1 . 4 ) ) X X TF 9 4 5 . 5 S EWO / F B G F 9 4 2 . 3 B F 9 3 9 . 1 ((9 3 8 . 6 ) ) X X TF 9 4 2 . 7 S E W O / F B G F 9 4 1 . 9 BF 9 3 8 . 7 ((9 3 8 . 2 ) ) X X TF 9 4 2 . 3 S E W O / F B GF 9 4 2 . 8 BF 9 3 9 . 6 ((9 3 9 . 1 ) ) X X TF 9 4 3 . 2 SE W O / F B GF 9 4 3 . 8 BF 9 4 0 . 6 ((9 4 0 . 1 ) ) X X TF 9 4 4 . 2 SE W O / F B X X ((9 4 1 . 1 ) ) BF 9 3 4 . 5 F B / S L TF 9 4 2 . 8 GF 9 4 2 . 4 X X ((9 4 1 . 1 ) ) BF 9 3 4 . 5 F B / S L TF 9 4 2 . 8 G F 9 4 2 . 4 G F 9 4 4 . 2 B F 9 4 1 . 0 ((9 4 0 . 5 ) ) X X T F 9 4 4 . 6 S EW O / F B GF 935.9 BF 932.7 ((932.2))X X TF 936.3 SEWO/ F B X X ((933.2)) BF 926. 6 FB/SL TF 934 . 9 GF 934 . 5 X X((947.5))BF 940.9FB/SLTF 949.2GF 948.8X X ((945.9))BF 939.3FB/SLTF 947.6GF 947.2GF 9 5 3 .6 LO /S LWOLO 94 8 .7 ((94 7 . 3 ) ) X X TF 95 4 .0 BF 9 4 5 .7GF 9 5 2 . 5WOB F 9 4 4 . 6 ((9 4 3 . 2 ) ) X X T F 9 5 2 . 9 GF 9 5 0 . 3 W O B F 9 4 2 . 4 ((9 4 1 . 0 ) ) X X TF 9 5 0 . 7 GF 9 4 7 . 0 W O BF 9 3 9 . 1 ((9 3 7 . 7 ) ) X X TF 9 4 7 . 4 GF 9 4 2 . 7 LO / S L W O LO 9 3 8 . 7 ((93 7 . 3 ) ) X X TF 9 4 4 . 0 * BF 9 3 5 . 7 GF 9 3 8 . 4 LO / S L W O LO 9 3 5 . 4 ((9 3 4 . 0 ) ) X X TF 9 4 0 . 7 * * BF 9 3 2 . 4 X X ((9 3 3 . 8 ) ) BF 9 2 7 . 2 FB / S L TF 9 3 5 . 5 * GF 9 3 4 . 2 X X ((93 0 . 9 ) ) BF 9 2 4 . 3 FB/ S L TF 9 3 2 . 6 GF 9 3 2 . 2 X X ((929.9)) BF 923.3 FB/SL TF 931.6 GF 931.2 G F 9 4 9 . 6 WO BF 9 4 1 . 7 ((9 4 0 . 3 ) ) X X TF 9 5 0 . 0 GF 9 4 4 . 6 W O BF 9 3 6 . 7 ((9 3 5 . 3 ) ) X X TF 9 4 5 . 0 GF 9 4 0 . 1 W O BF 9 3 2 . 2 ((9 3 0 . 8 ) ) X X TF 9 4 0 . 5 GF 9 5 2 . 1WOBF 9 4 4 . 2 (( 9 4 2 . 8 ) ) X XTF 9 5 2 . 5 GF 9 52 . 2WOBF 9 4 4 .3 ((94 2 . 9 ) )X X TF 95 2 .6 GF 94 5. 9 WO BF 93 8 . 0((936.6 ) ) X X TF 94 6. 3 GF 944. 3 WO BF 93 6 . 4 ((935.0 ) ) X X TF 944 . 7 GF 942 . 9 WO BF 935. 0 ((933.6) ) X X TF 943. 3 GF 941.4 WO BF 933.5 ((932.1)) X X TF 941.8 GF 939.8 LO/SLWO LO 934.9 ((933.5)) X X TF 940.2 BF 931.9 GF 938.2 LO/SLWO LO 933.3 ((931.9)) X X TF 938.6 BF 930.3 X X ((941.4)) BF 934.8 FB/SL TF 943.1GF 942.7 X X ((940.2)) BF 933.6 FB/SL TF 941.9GF 941.5 X X ((940.9)) BF 934.3 FB/SL TF 942.6**GF 940.3 X X ((939.6)) BF 933.0 FB/SL TF 941.3**GF 939.0 X X((938.4)) BF 931.8 FB/SL TF 940.1**GF 937.8 X X((937.1)) BF 930.5 FB/SL TF 938.8** GF 936.5 G F 9 4 6 . 6 B F 9 4 3 . 4 ((9 4 2 . 9 ) ) X X TF 9 4 7 . 0 S EW O / F B GF 949.3BF 946.1((945.6))X XTF 949.7SEWO/FBGF 948.2BF 945.0((944.5))X XTF 948.6SEWO/FB GF 9 4 8. 2 BF 94 5. 0 ((944. 5 )) X X TF 9 4 8. 6SEW O/ F B GF 95 4 . 1 BF 95 0. 9 ((950.4)) X X TF 95 4. 5 SEWO/ F B GF 953.1BF 949.9((949.4)) X XTF 953.5SEWO/F B GF 952.1BF 948.9((948.4))X XTF 952.5SEWO/FBGF 950.8BF 947.6((947.1))X XTF 951.2SEWO/FBGF 949.3BF 946.1((945.6))X XTF 949.7SEWO/FBGF 947. 0 BF 9 4 3.8((943.3)) X X TF 9 4 7. 4 SEW O/ F B GF 945.7BF 942.5((942.0)) X X TF 946.1SEWO/FBGF 944.5BF 941.3((940.8))X X TF 944.9SEWO/FBGF 9 4 7. 4 LO/S L W O LO 9 4 2. 5 ((941. 1 ) ) X X TF 94 7. 8 BF 93 9. 5 GF 943 . 9 LO/SL W O LO 939 . 0 ((937.6 ) ) X X TF 944 . 3 BF 936. 0 X X((914.8)) BF 908.2 FB/SL TF 916.5 GF 916.1 X X((915.2)) BF 908.6 FB/SL TF 916.9 GF 916.5 GF 94 4 . 5 WO BF 936. 6 ((935.2 )) X X TF 944 . 9 GF 94 5 . 7 WO BF 93 7. 8 ((936 . 4 ) ) X X TF 94 6. 1 GF 9 4 6. 2 WO BF 93 8. 3 ((936.9)) X X TF 94 6. 6 GF 9 2 6. 8 WOBF 91 8. 9((917.5 ) ) X X TF 9 2 7. 2 GF 928 . 4 WO BF 920 . 5 ((919.1 ) ) X X TF 928. 8 GF 929.7 WO BF 921.8 ((920.4)) X X TF 930.1 GF 930.8 WO BF 922.9 ((921.5)) X X TF 931.2 GF 932.1 WO BF 924.2 ((922.8))X X TF 932.5 GF 941.7BF 938.5((938.0))X XTF 942.1SEWO/FBGF 943.1BF 939.9((939.4))X XTF 943.5SEWO/FBGF 945.1 BF 941.9X XTF 945.5SEW O/FB GF 952.1 BF 948.9 ((948.4))X X TF 952.5 SEWO/FB GF 9 5 3. 9 BF 95 0. 7((950.2 ) ) X X TF 9 5 4. 3SEW O/ F B GF 950.7BF 947.5((947.0))X XTF 951.1SEWO/FB7.7%7.8%7.8%7.7%2.1%5. 0% 4.7% 5.1% 5.0 % 4. 9%8.0%8.0%8.0%6.2%8.0%7.5%7.0%5.6%5.0%4.8%5. 4% 5.2 % 5.9 % 5.6% 7.7 %7.8%7.7%7. 7% 7.7 % 5. 0%4.5%4.9%GF 949 . 1TF 949. 5SEWO/ F B GF 949.9TF 950.3 GF 953.1 TF 953.5GF 952.0 4.8%8.0 % 7.9% 7.0% 8.0% 8.0% 6.5% 4.8 % 5.3%7.3%8.0%7.8 % 7.3 % 8.6% 8.0%7.9%8.0%7.7%7.4%5.1%6.4%7.4%6.3%7.1%6.7% 3.7% 2.0% 7. 7% 5. 1% 5. 0% 4. 9%5.3%5.4%5.3%5.5%7.4%7.6%8.0%7.9%8.0%8.0%8.0%8.0%5.5% 5.5% 2. 6%2.6%2.1%2.5%2.2% 2. 5%9.0%2.6%2.6%2.2%3.2%7.5%4 7 . 2 46. 7 47.2 48.4 50.5 52.847.142.640.739.939.840.541.140.040.041.344.147.149.951.752.752.9 52 . 1 51. 0 49.8 48.3 46 . 7 48.450.245 . 4 44. 2 42. 9 41.5 40.1 38.9 37.6 36.538.0 35.5 38.7 40.8 42. 7 44 . 4 31.833.043. 4 45. 5 48. 3 47 . 8 4 5 . 9 4 4 . 7 4 3 . 5 4 2 . 3 41.039.838.637.436.235.033.532.02 4 . 2 2 6 . 4 27.729.230.432.032.835.837.439.040.6 42 .143.6 45 . 1 46 . 6 48. 4 51.2 51.5 51.6 49.444.439.834.151.751.049.146.242.137.833.931.129.6??? 0.6% 2.0%1.1% 5.0% 2.0% 2.5% 2.1%2.0%1.4 % 6.2 %2.3%1.7% 2.0% 6.5 % 2. 2 %34.834. 7 38.7 43.943.543.139.736.135.835.436.037. 8 36.341.536.037.338.539.841.943.845.948.136.0 3 7 . 9 37. 7 39.4 40.5 4 1 . 2 41.744.1 4 2 . 0 46.2 40.239. 0 38.6 38.1 40.4 30.431.5 9. 5 1 2 . 9 15. 6 18.615.616.0 30.0 19.2 31.133.835.835.842.042.140.738.236.735.229.329.9 2 9 . 228.027.0 25.529.931.3 2 6 . 8 3 4 . 7 41 . 0 34.2 36.135.226.227.643. 9 42.2 36.332.831.229.828.527.225.826.827.6WBP WBP X X ((935.8)) BF 929.2 FB/SL TF 937.5GF 937.1 GF 949. 5LO/SL W O LO 9 4 4.6((943.2)) X X TF 9 4 9. 9 BF 94 1. 6 X X((914.8)) BF 908.2 FB/SL TF 916.5GF 916.1 X X((914.7)) BF 908.1 FB/SL TF 916.4GF 916.0 X X((913.7)) BF 907.1 FB/SL TF 915.4GF 915.0 X X((913.2)) BF 906.6 FB/SL TF 914.9GF 914.5 GF 930.8WOBF 922.9((921.5))X XTF 931.25.0%36.538.6 36.0 1.5%1.5%1.7%2.2%1.7%??????45.0 ??? 30.2 2. 0 % G F 9 4 7 . 3 WOB F 9 3 9 . 4 (( 9 3 8 . 0 ) ) X X T F 9 4 7 . 7 GF 943 .6WOBF 935.7((934 .3))X XTF 944 .0 G F 9 4 8 . 1WOB F 9 4 0 . 2 (( 9 3 8 . 8 ) ) X X T F 9 4 8 . 5 GF 945.7WOBF 937.8((936.4))X XTF 946.1GF 94 6 . 3WOBF 93 8 .4 (( 937 .0 ) ) X XTF 946 . 7 GF 943.5WOBF 935 .6((934 .2) )X XTF 943.9GF 939 .8WOBF 931 .9 ((930 .5) )X XTF 940 .2 G F 9 3 4 . 5WOB F 9 2 6 . 6 ((9 2 5 . 2 ) ) X X T F 9 3 4 . 9 GF 9 3 2 . 1 W O BF 9 2 6 . 1 ((92 4 . 7 ) ) X X TF 9 3 4 . 4 * * GF 9 3 1 . 8 W O BF 9 2 5 . 8 ((9 2 4 . 4 ) ) X X TF 9 3 4 . 1 * *GF 9 3 2 . 3WOBF 9 2 6 . 3 (( 9 2 4 . 9 ) ) X X TF 9 34 . 6 * *GF 940 .1LO/SLWOLO 935 .2 ((933 .8 ) )X XTF 940 .5BF 932 .2GF 93 7 . 4LO/S LWO LO 9 32 . 5 (( 9 3 1 . 1 ) ) X XTF 9 37 . 8BF 9 2 9 . 5 X X((935.6))B F 9 2 9 . 0 F B / S L T F 9 3 7 . 3 * * G F 9 3 5 . 0 2 9 . 9 28.2 26.8 3 1 . 0 31.032.134.1 36.8 39.5 43.6 31.5 34.5 30.730.431.235.2 40.7 43.345.747.745. 7 34.9 24. 4 23.5 43. 1 22.8 23.0 21.3 20.320.621.4 22.0 31.8 30.9 2.0% 7.2% 5.7% 5.7%6.2%4.0%4.8%4.4%4.6% 4.5% 3.7% 4.8% 3.6% 4.3 %4.9% 1. 5% WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP WBP ?????????0.5%0.5%2.0%2.0%2.0%??????EOF 922.5 EOF 928.5 EOF927.9 EOF 928.5 EOF910.0EOF909.3EOF913.2EOF911.9EOF936.0EOF 927.9 EOF940.0EOF939.5EOF931.6EOF 930.50 EOF 930.50 EOF930.4034.7 2. 4 % 32.7 3.7% 11.2% 2.0%2.9%1.5%36.92.0%1.5%1.5%2.2%2.0% 5.1%4.7%2.3% 48.1HP 51.9 50.9 45.9 44.8 50.1 ??? ?????? 2.0 % 2.0 % 2.3 % 2.0 % 2.0 % 2. 6% 49.41.9%4.2%????????? 31.8 25.0 ??? 25.0 31.031.0 31.0 31.0 31.0 25.0 31.0 35.6 37.9HP EOF 936.5EOF938.6#320 #321 #322 #323 #324 #325 #326 #459 #460 #461 #462 #463 #410#409 #408 #407 #468 #469 #470 #471 #472#473#474 #475#476 #477 #478 #479 #480#481 #482#483#484#485 #489 #490 #491 #492 #493 #494 #495 #496 #497 #498 #499 #500 #250 #251 #252 #253 #275 #466 #467 #465 #464 #296 #297 #298 #299 #254 #256 #257 #258 #259 #255 #260 #261 #262 #263 #264 #265 #266 #267 #268 #269 #270 #271 #272 #273 #274 #300 #301 #302 #303 #304 #305 #306 #307 #308 #309 #310 #311 #312 #313 #314 #315 #316 #317 #318 #319#327 #328 #329 #330 #331 #332 #333 #366 #367 #368 #369 #263A #501 #502 #503 #504 #505 #506 #507 #508 #509 #510 #511 #512 8 7 9 10 3 4 EX. FES 1901 IE=922.06 46.6 46.7 927.43 HP 92093 0 91 4 9 1 6 91 8 92 2 924 926 928910 908 912 914 910 910910 924 920 92091891611.0 7.7 11.0 11.0 11.5 11.5 23.5 922 X X((933.8)) BF 925.5 FB/SL TF 933.8** GF 931.5 X X((935.6)) BF 927.3 FB/SL TF 935.6** GF 933.3 BF 924.2 FB/SL TF 932.5** GF 930.2 #488#487#486 9.3 7.0%5.5%5.2%32.7 34.631.4 31.831.529.8 29.6 32.8 33.6 32.532.5 28.730.132.431.1928 93 4932914 91 4912912 914 904 906 908 910 912 908 910 906904 902 912 910 906908 902904906914912916 914 916 914 908906 922920918916914912 92 4 92210.69.89.89.710.69.812.013.214.615.715.715.013.717.1 16.9 18.0 27.614.3 26.0 25.9 26.8 26.1 36.329.0 30.4 AV E N W IVANHOE STREET NWTWIN LAKES PARKWAY TWIN LAKES PARKWAY 18 8 T H A V E N U E N WIVA TWIN LA K ES P A R K W A Y 189 T H A V E N W NWAVENUE188TH1 OUTLOT B 2 3 4 5 6 OUTLOT C OUTLOT D OUTLOT E OUTLOT B 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 15 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 OUTLOT A OUTLOT G BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 924.6 913.4 914.6 914.1 912.4 911.8 911.4 911.0 910.5 910.5 910.6 911.2 912.2 913.2 914.1 914.4 914.4 913.9 913.5 913.1 913.4 913.0 913.0913.1 914.0 915.4 917.1 919.2 920.9 923.5 925.5 926.5 928.2 928.8 929.8 931.1 932.1 935.2 933.8 932.6 931.9 930.9 930.0 928.9 928.0 928.2 929.8 931.9 930.2929.1 927.4 926.1 924.2 913.4914.8915.8915.9912.9912.7 911.6 911.7 909.2 906.9 906.3 913.2 911.6 911.7 911.8 909.2 906.1 903.2904.9 908.8 912.0 911.7 911.9 911.7 909.7 906.9 904.7 903.5 906.0 909.6 911.5 911.8 911.4 911.4911.4 909.3 906.6 911.3 911.2 911.5 911.8 912.1 912.1 912.1 912.7 912.8 913.7 914.1 914.3 914.0 913.9 913.7 913.9 913.7913.8914.0914.3914.4914.0914.0912.8912.5912.3912.2 910.8 910.3 909.7 909.9 909.9 910.2 911.3 911.5 911.2 909.9 909.7 909.1 909.9 909.7 909.9908.9909.1909.1 910.2 908.9 908.9 908.6 909.1 909.3 909.9 909.9 909.4908.6908.8908.5908.5908.5 907.4 907.0 906.7 906.9 907.0 907.1906.7 906.5 906.7 906.8 906.7 906.7 906.6 906.7 909.6 909.8 909.5909.3 908.9908.1907.3 907.4 907.7 910.6 912.1 912.6 916.0 918.7 915.5 915.9917.0 914.7 919.2 921.3 921.9 919.6 920.7 922.8 922.7921.0 921.0 922.4 923.8923.9 922.4919.6920.6 922.8922.7 921.3 917.7917.4 919.6 921.7 921.5 920.1 918.1 917.7 917.9 918.7 919.9 926.0 925.9 918.9 917.3 920.1 924.9 926.1 928.9 928.3 930.2 930.3 926.9 929.1 932.4931.5930.0 928.2 918.9 922.6 922.4 924.0 925.7 927.9 930.2 929.6 927.7 928.2 929.0 930.9 931.3 928.3 928.4 928.5 933.0 932.6 929.4 933.0 933.9 934.6 934.4 931.4 932.7 934.2 934.8 935.2 934.3933.1930.9 909.0907.6 907.3 908.3907.8 906.9 907.1 906.6 908.0 906.2 912.2 912.9 912.3 912.5 913.0 936.7 928.4 927.3 928.4 928.1 929.3 928.6 929.3 928.3 929.2 928.7 928.3 927.7 928.1 920.8 915.8 920.7 913.6 921.5 913.9 921.2 912.4 921.1 913.9 920.6 913.7 936.4 939.7 937.9 931.1 925.0 922.1 921.8 924.7 930.2 923.3 920.7 921.1 920.0 920.2921.5920.6 922.8 924.9 930.4 925.3 922.7 921.4920.9 920.6 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GRADING PLAN 0 NORTH SCALE IN FEET 100 200OVERFLOW ELEV. CONTOUR RIP RAP SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE LEGEND EOF 902.5 D 902 REFER TO MISKE MEADOWS SOUTH GRADING AND EROSION CONTROL PLANS C4.01 Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved:Initial Issue: Phase: Client LGI HOMES- Minnesota, LLC 2850 CUTTERS GROVE AVENUE SUITE 207 ANOKA, MN 55303 MISKE MEADOWS EIGHTH ADDITION ELK RIVER, MN JEB TPK/CE/JLB ETL CONSTRUCTION 06/30/2022 20460.80 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Registration No.Date:06/30/202250475 Eric T. Luth 06/30/2022 CONSTRUCTION DOCUMENTS 6/08/2023 RECORD PLANS FUTURE A.INSTALL WETLAND BUFFER SIGN KEY NOTES A CONTOUR STORM SEWER CURB & GUTTER DRAINTILE CONTOUR STORM SEWER CURB & GUTTER DRAINTILE A LIMITS OF DISTURBANCE A A A OVERHEAD ELECTRIC SAMBATEK, INC. 12/18/2023 C.W.HOULE, INC. C.W.HOULE, INC. COMPLETED BY: DATE OF COMPLETION: STREET/UTILITY CONTRACTOR: GRADING CONTRACTOR: RECORD PLAN NOTES THESE RECORD PLANS HAVE BEEN PREPARED, IN PART, BASED ON INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESSOF THE INFORMATION PROVIDED AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OROMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE RECORD PLANS AS A RESULT.