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C3.2 GRADING PLAN SOUTH
40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 45220 VLN1 B 949.15 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.3240009 CL 964.18 40010 CGB 963.7940011 CGB AE 962.77 40012 CL AE 963.0240013 CL 961.94 40014 CGB 961.8640015 CGB 960.85 40018 CL 961.2640019 CL 960.26 40020 CGB 959.9240022 CGB 959.21 40023 CL 959.6340024 CL 958.45 40025 CL 958.10 40026 CGB 957.9840029 CGB 956.70 40030 CL 956.9540031 CL 955.33 40036 CGB 954.8640037 CGB 953.40 40039 CL 953.3140040 CL AB 951.35 40041 CGB AB 951.4340042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.0940046 CL 946.89 40047 CGB 946.30 40048 CGB 944.50 40049 CL 944.54 40050 CL 942.69 40051 CGB 942.15 40053 CGB 940.81 40056 CL 940.86 40058 CL 939.54 40059 CGB 939.72 40060 CGB 938.62 40061 CL 938.71 40062 CL 937.74 40063 CGB 937.58 40064 CGB 936.42 40065 CL 936.74 40124 CON1 B 935.81 40127 CON1 AB 936.44 40128 CON AB 936.40 40129 CON 937.46 40130 CON1 937.76 40131 CON1 AE 938.28 40132 CON AE 938.34 40134 CON1 939.42 40135 CON 939.52 40136 CON 940.6740137 VHA 4 940.61 40138 BIT E 940.54 40139 BIT E 940.85 40140 CON AB 941.30 40141 CON1 AB 941.26 40142 CON1 943.08 40143 CON 942.91 40145 CON 944.85 40146 CON1 945.71 40148 CON 947.16 40149 CON1 947.34 40150 CON1 949.15 40151 CON 949.14 40153 CON AE 950.74 40154 CON1 AE 950.92 40155 CON1 951.68 40156 CON1 951.82 40157 CON1 952.08 40162 CON1 952.05 40166 CON 951.54 40168 CON 953.72 40169 CON1 954.08 40171 CON 955.52 40172 CON1 955.72 40173 CON1 957.12 40174 CON 956.78 40176 CON 957.97 40177 CON1 958.30 40178 CON1 959.58 40179 CON 959.48 40182 CON 960.35 40183 CON1 960.47 40184 CON1 961.16 40185 CON 961.22 40186 CON 962.36 40188 CON1 962.21 40189 CON1 AB 962.87 40190 CON AB 962.72 40191 CON 964.00 40192 CON1 964.12 40194 CON 964.92 40195 CON1 965.06 40196 CON1 AE 966.47 40197 CON1 E 967.06 40198 CON AE 966.25 40199 CON E 967.00 40256 VLN B J45220 943.39 40257 VLN 939.53 40258 GND 940.59 40259 GND 944.38 40260 GND 947.46 40261 GND 943.39 40262 GND 939.32 40263 GND 941.51 40264 GND 937.73 40265 GND 938.83 40266 GND 940.18 40267 GND 942.15 40268 GND 936.51 40269 VLN 936.19 40270 GND 935.59 40271 VLN 934.77 40272 GND 933.20 40273 VLN 934.90 40274 GND 932.36 40275 GND 928.60 40276 GND 926.17 40277 GND 934.50 40278 GND 935.76 40279 GND 938.51 40280 GND 939.14 40281 GND 938.88 40282 GND 938.40 40286 GND 945.05 40294 GND 934.54 40295 GND 934.79 40296 GND 934.42 40297 GND 936.01 40298 VLN 934.97 40299 GND 934.61 40300 GND 936.39 40301 GND 935.48 40302 VLN 935.60 40303 GND 935.94 40304 GND 929.89 40305 VLN 932.28 40306 VLN E 924.83 40307 GND 926.36 40308 GND 930.84 40329 GND 964.59 40330 GND 964.93 40331 GND 964.69 40332 GND 963.60 40333 GND 961.89 40334 GND 962.70 40335 GND 965.21 40337 GND 967.30 40338 GND 965.55 40339 GND 964.00 40340 GND 965.48 40341 GND 961.48 40342 GND 960.56 40343 GND 958.65 40344 GND 958.98 40345 GND 958.32 40346 GND 956.36 40347 GND 957.21 40348 GND 956.17 40349 GND 959.49 40350 GND 962.87 40351 GND 962.66 40352 GND 964.81 40353 GND 965.05 40354 GND 961.62 40355 GND 962.77 40356 GND 965.20 40520 GND 955.87 40521 GND 953.94 40522 GND 953.57 40523 GND 953.69 40524 GND 953.77 40525 GND 953.04 40526 GND 953.17 40527 GND 951.14 40528 GND 951.34 40529 GND 944.32 40530 GND 945.09 40531 BIT B J40138 941.99 40532 BIT 941.01 40533 BIT AB 938.91 40534 BIT 937.69 40535 BIT AE AB 936.14 40536 BIT 934.71 40537 BIT E AE 933.57 40538 BIT B AB 933.21 40539 BIT 934.44 40540 BIT AE AB 935.48 40541 BIT 936.72 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 40547 GND 942.12 40548 GND 941.44 40549 GND 939.89 40550 GND 940.57 40551 GND 937.77 40552 GND 937.90 40553 GND 932.33 40554 GND 928.34 40555 GND 929.89 40556 GND 939.11 40557 GND 935.78 40558 GND 937.08 40559 GND 933.88 40560 VLN1 B 933.84 40561 GND 935.72 40562 GND 937.52 40563 GND 938.35 40564 GND 937.38 40565 VLN1 E J30039 937.89 40566 VLN1 B J30039 937.26 40567 GND 936.85 40568 GND 936.93 40569 VLN1 936.42 40570 GND 935.48 40571 GND 936.86 40572 VLN1 937.01 40573 GND 937.76 40574 VLN1 938.91 40575 VLN1 939.32 40576 GND 940.03 40577 VLN1 941.14 40578 GND 943.13 40579 GND 943.09 40580 VLN1 945.70 40581 GND 947.83 40582 VLN1 949.73 VLN1 949.14 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40611 TEL B 966.9740612 TEL B 962.63 40613 ELC B 962.69 40614 ELC 961.94 40615 TEL 962.53 40616 TEL 956.87 40617 ELC 956.90 40618 ELC 956.26 40619 ELC E 956.2640620 TEL 955.66 40621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.4240625 TEL 946.71 40626 TEL E 941.18 40718 GND 942.20 40720 GND 939.24 40721 VLN 939.30 40722 GND 939.12 40723 GND 937.48 40724 GND 937.60 40725 GND 931.02 40726 GND 929.67 40727 GND 935.43 40728 VLN 935.96 40729 WTR1 B 3'CL 925.54 40730 WTR1 2'CL 925.79 40731 GND 927.55 40732 GND 928.6440733 GND 935.10 40734 VLN 937.78 40735 GND 940.22 40736 GND 940.46 40737 GND 941.53 40738 VLN 941.99 40739 GND 939.77 40740 GND 941.87 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40827 GND 938.48 40883 BIT B AB J40538 928.12 40884 BIT 926.47 40885 BIT AE 924.48 40886 BIT CON B 923.72 40887 BIT 923.56 40888 BIT AB 924.43 40889 BIT 926.03 40890 BIT E AE J40537 928.60 40891 RWG B 928.30 40892 RWG 928.73 40893 RWG 936.47 40894 RWG 936.58 40895 RWG 936.57 40896 RWG 936.07 40897 RWG 936.04 40898 GND 935.30 40899 GND 930.60 STEP B J40123 STEP CON1 B40902 STEP CON2 B 933.9840903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 STEP CON1 E STEP CON1 B40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 STEP CON1 E STEP CON1 B 930.03 40912 STEP F CON2 B 929.87 40913 STEP B CON2 E 929.92 40914 STEP CON1 E 930.02 40915 STEP CON1 B AB 928.24 40916 STEP F CON2 B AB 928.08 40917 CON2 927.98 40918 CON2 E AE STR B 928.06 40919 CON1 928.07 40920 CON1 E AE STR 928.25 40921 STEP CON1 B 926.35 40922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.04 40926 CON 924.07 40927 CON E STR 924.33 40928 STEP F CON B 924.20 40929 CON 923.98 40930 CON 923.37 40931 CON 922.2740932 CON 922.36 40933 CON E 922.54 40934 CON B 922.00 40935 CON RWG1 B 921.99 40936 CON 921.98 40937 CON E J40887 923.16 40938 RWG 928.64 40939 RWG 927.88 40940 RWG 922.68 40941 GND 923.42 40942 GND 923.95 40943 GND 928.21 40944 GND 929.51 40945 GND 922.47 40946 GND 922.21 40947 GND 919.89 40949 RWG1 922.14 40950 RWG1 E 920.67 40951 GND 920.78 40952 WTR1 B 3'CL 919.59 40953 RWG F 922.44 40954 GND 920.88 40955 GND 921.7140956 WTR1 919.44 40957 WTR1 919.66 40958 GND 921.89 40959 GND 921.98 40960 GND 921.13 40961 GND 925.23 40962 WTR1 921.04 40963 WTR1 E 920.94 40964 GND 923.00 40965 GND 922.56 40966 GND 929.77 40967 GND 927.15 40968 GND 924.38 40969 GND 923.20 40970 STRM INV 24"RCP 920.18 40972 WTR1 B 3'CL 921.04 40973 GND 922.53 40974 GND 923.16 40975 GND 924.30 40976 WTR1 921.21 40977 WTR1 921.35 40978 GND 923.84 40979 WTR1 921.45 40980 GND 923.17 40981 GND 924.61 40982 GND 924.52 40983 WTR1 921.55 40984 GND 923.31 40985 WTR1 921.84 40986 WTR1 922.04 40987 GND 923.63 40988 GND 926.51 40989 GND 923.43 40990 GND 928.35 40991 GND 933.17 40992 GND 926.70 40993 GND 924.79 40994 GND 926.58 40995 GND 933.63 40996 GND 932.55 40997 GND 924.69 40998 WTR1 922.22 40999 GND 924.6841000 GND 924.87 41001 GND 925.93 41002 WTR1 4' 922.60 41003 GND 924.74 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41007 WTR1 923.08 41008 WTR1 922.81 41009 WTR1 923.0741010 GND 925.12 41011 GND 925.06 41012 GND 929.16 41013 WTR1 923.7341014 GND 925.59 41015 GND 926.79 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41019 GND 926.02 41020 WTR1 924.16 41021 GND 929.67 41022 GND 934.15 41023 GND 933.83 41024 GND 935.99 41025 GND 935.35 41026 GND 936.98 41027 GND 931.34 41028 WTR1 924.35 41029 GND 928.84 41030 GND 927.72 41031 WTR1 925.03 41032 GND 928.97 41033 GND 928.17 41034 WTR1 924.84 41035 WTR1 3'CL 925.18 41036 WTR1 925.38 41037 WTR1 E J40729 925.64 41038 GND 928.65 41039 GND 929.97 41040 GND 925.53 41041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41080 GND 937.63 41081 GND 935.50 41082 GND 933.7541083 GND 938.34 41084 GND 937.31 41085 GND 932.10 41086 GND 931.56 41087 GND 932.20 41088 GND 935.70 41089 GND 938.78 944.23 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.3141105 GND 931.24 41106 GND 935.91 41107 GND 931.28 41108 GND 930.89 41109 GND 936.04 41110 GND 942.21 41111 GND 929.88 41112 GND 930.21 41113 GND 928.84 41114 GND 928.93 41115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.5041119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 41128 WET B 1-1 954.74 41129 WET 1-2 954.33 41130 WET 1-3 953.04 41131 WET 1-4 953.49 41132 WET 1-5 954.56 41133 WET 1-6 954.72 41134 WET E F 1-7 954.78 41135 GND 953.93 41136 GND 956.59 41137 GND 956.14 41138 GND 954.31 41139 GND 952.23 41140 GND 952.76 41141 GND 953.15 41142 GND 956.17 41143 GND 956.64 41144 GND 955.34 41145 GND 954.06 41146 GND 953.93 41147 GND 955.45 30000 VLN B 967.04 30001 VLN 964.9030002 GDEN B J30001 964.22 30003 GDEN 962.9030004 GDEN 962.3830005 GDEN 962.5930006 GDEN 962.18 30007 GDEN 960.7530008 GDEN 959.0730009 GDEN 957.4530010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.39 30014 VLN1 953.4930015 VLN1 953.25 30016 VLN1 952.82 30017 VLN1 952.53 30018 VLN1 950.82 30019 VLN1 946.72 30020 VLN1 947.35 30021 VLN1 949.26 30022 VLN1 958.58 30023 VLN1 951.44 30024 VLN1 E J30011 954.67 30025 VLN2 B 953.59 30026 VLN2 954.75 30027 VLN2 955.71 30028 VLN2 956.05 30029 VLN2 949.74 30030 VLN2 954.25 30031 VLN2 955.57 30032 VLN2 954.95 30033 VLN2 E F 953.45 30034 GDEN B J30017 949.56 30035 GDEN 943.92 30036 GDEN 942.29 30037 GDEN 940.48 30038 GDEN 939.22 30039 GDEN 938.31 30040 GND 939.61 30041 GND 944.32 30042 GND 950.16 30043 GND 953.42 30044 GND 955.13 30045 GND 954.69 30046 GND 953.75 30047 GND 953.27 30048 GND 953.46 30049 GND 954.26 30050 GND 954.69 30051 GND 952.9130052 GND 948.18 30053 GND 952.08 30054 GND 953.18 30055 GND 952.67 30056 GND 950.23 30057 GND 949.11 30058 GND 945.98 30059 GND 942.75 30060 GND 940.30 30061 GND 941.52 30062 GND 943.43 30063 GND 944.99 30064 GND 938.91 30065 GND 937.31 30066 GND 937.15 30067 GND 937.42 30068 GND 938.52 30069 GND 939.64 30070 GND 938.10 30071 GND 937.87 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30078 GND 938.84 30079 GND 939.71 30080 GND 941.82 30081 GND 946.23 30082 GND 942.91 30083 GND 940.78 30084 GND 939.51 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 30091 GND 940.74 30092 GND 941.82 30093 GND 945.47 30094 GND 949.70 30095 GND 951.55 30096 GND 951.31 30097 GND 952.57 30098 GND 949.24 30099 GND 944.61 30100 GND 942.26 30101 GND 942.26 30102 GND 943.82 30103 GND 947.30 30104 GND 952.53 30105 GND 956.06 30106 GND 956.02 30107 GND 955.05 30108 GND 954.14 30109 GND 953.44 30110 GND 955.61 30111 GND 956.23 30112 GND 957.28 30113 GND 957.53 30114 GND 954.05 30115 GND 949.63 30116 GND 945.84 30117 GND 943.82 30118 GND 943.23 30119 GND 945.20 30120 GND 948.50 30121 GND 952.64 30122 GND 952.59 30125 GND 950.84 30126 GND 952.43 30127 GND 950.24 30128 GND 946.81 30129 GND 945.35 30130 GND 945.15 30131 GND 947.37 30132 GND 950.65 30133 GND 954.47 30134 GND 958.18 30135 GND 959.89 30136 GND 959.01 30137 GND 958.07 30138 GND 960.40 30139 GND 960.93 30140 GND 961.02 30141 GND 958.33 30142 GND 955.09 30143 GND 951.92 30144 GND 948.16 30145 GND 947.47 30146 GND 947.91 30147 GND 948.83 30148 GND 951.00 30149 GND 952.15 30150 GND 951.07 30154 GND 950.96 30155 GND 952.13 30156 GND 952.17 30157 GND 952.00 30158 GND 951.55 30159 GND 951.44 30160 GND 951.41 30161 GND 951.70 30162 GND 954.94 30163 GND 957.62 30164 GND 960.36 30165 GND 962.17 30166 GND 962.01 30167 GND 962.98 30168 GND 961.05 30169 GND 958.67 30170 GND 956.27 30171 GND 954.52 30172 GND 955.19 30173 GND 955.42 30174 GND 955.64 30175 GND 955.81 30176 GND 955.44 30177 GND 954.24 30178 GND 952.62 30179 GND 951.26 30186 GND 951.84 30187 GND 952.43 30188 GND 954.70 30189 GND 956.78 30190 GND 958.15 30191 GND 958.35 30192 GND 957.83 30193 GND 956.81 30194 GND 956.02 30195 GND 956.43 30196 GND 958.41 30197 GND 960.62 30198 GND 962.61 30199 GND 961.49 30200 GND 958.80 30201 GND 957.31 30202 GND 956.87 30203 GND 957.78 30204 GND 959.05 30205 GND 960.22 30206 GND 960.08 30207 GND 958.38 30208 GND 955.95 30209 GND 954.36 30210 GND 953.45 30211 GND 953.86 30228 GND 961.78 30229 GND 960.66 30230 GND 959.60 30231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30246 GND 958.70 30247 GND 957.50 30248 GND 956.64 30249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30256 GND 955.88 30257 GND 958.08 30258 GND 959.60 30259 GND 960.47 30260 GND 959.84 30261 GND 958.71 30262 GND 957.97 30263 GND 958.03 30264 GND 958.45 30265 GND 959.42 30266 GND 960.72 30267 GND 960.50 30268 GND 959.39 30269 GND 958.99 30270 GND 959.13 30271 GND 960.08 30272 GND 961.11 30273 GND 960.20 30274 GND 958.98 30275 GND 957.93 30276 GND 959.03 30277 GND 960.12 30278 GND 961.99 30279 GND 963.46 30280 GND 962.27 30281 GND 961.31 30282 GND 960.81 30283 GND 960.79 30284 GND 961.37 30285 VLN 962.03 30286 VLN 962.04 30287 VLN 962.85 30288 VLN 963.85 30289 VLN 965.27 30290 VLN 964.51 30291 VLN 962.29 30292 VLN 961.29 30293 VLN 960.51 30294 VLN 958.48 30295 VLN 957.40 30296 VLN 956.59 30297 VLN 955.86 30298 VLN 956.59 30299 VLN 957.45 30300 VLN 958.74 30301 VLN 960.14 30302 VLN 960.67 30303 VLN 962.06 30304 VLN 963.05 26 TRAV 937.88 40882 TRAV NAIL 924.44 444444444444488888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956 957 958 960961962961962963 960959961962963955953954956957958960957958959961962963964960959961962960958959961962963964965961962963964965964961962 9639519529529529529519529519 5 1 940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 946 8888940938939941942930 935931932933934936937 938939 88888444444950 947 948 949 951 952 953 1.8%2.2%2.1%2.1%2.1%2.8%6.9%2.3%2.0%3.5%1.5%3.1%1.5%1.5%1.5%1.5%1.5%1.5%1.4% 1.4% 1.4% 1.4% 1.4%3.5%0.9% 2.0% 1.7%2.8%2.0%1.0% 1.0%5.0%3.0%1.0%1.3%50.25 50.25 50.25 51.40 51.40 51.82 52.42 52.50 52.12 52.12 51.46 52.50 51.60 51.02 50.97 50.81 52.91 53.88 54.42 54.28 63.66 63.81 63.66 63.31 62.04 59.42 56.80 56.15 52.0751.87 50.54 50.25 52.68 53.88 55.62 55.48 50.25 50.25 51.24 49.75 49.42 49.08 48.75 49.45 49.75 50.2550.25 50.54 64.70 64.85 64.55 63.83 50.97 50.81 52.12 49.78 49.99 52.19 52.50 52.50 52.50 52.50 52.50 52.20 52.5052.50 52.50 52.0752.3452.07 52.20 52.50 50.25 50.25 52.5052.50 52.50 52.50 52.50 52.50 52.50 52.50 50.97 52.50 60.00 63.50 60.43 57.85 59.50 59.00 63.04 61.00 59.50 65.00 64.10 59.00 61.00 65.00 61.00 56.32±EX55.19±EX54.04±EX52.88±EX 64.73±EX 64.24±EX62.94±EX 63.40±EX 64.08±EX 63.88±EX 54.15±EX 53.94±EX 66.30±EX 66.25±EX 58.18±EX 57.97±EX 51.42 51.61 50.47 51.34 951WALL 3 EXISTING FLOOD ELEVATION: 929' (AS PROVIDED BY RPBCWD FOR CENTER PORTION OF CREEK) EXISTING FLOOD ELEVATION: 924' (AS PROVIDED BY RPBCWD FOR SOUTH PORTION OF CREEK) ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL WEIR OVERFLOW 10' INV= 946.00 AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. 12' WIDE MAINTENANCE BERM SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT 4201 cedar avenue so. - minneapolis, MN 55407 tel. (612) 904-1332 - fax (612) 904-7366 NOT F O R C O N S T R U C TI O N PROJECT NUMBER 21602.0A REVISION DATE DESCRIPTION BY 1891 Arboretum Boulevard Chanhassen, MN 55317 Xcel Energy Service Center Chanhassen Title: Zachary B. Moen - PE Registration Number: 58688 Date: XX/XX/XXXX By: Title: Professional Engineer I hereby certify that this drawing 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. LOUCKS PROJECT NO. 21602 10/25/2022 WATERSHED SUBMITTAL 11/16/2022 TEP SUBMITTAL 11/16/2022 SCHEMATIC DESIGN PACKAGE 12/05/2022 SD PACKAGE ADDENDUM 01/12/2023 CITY SUBMISSION C3.2 GRADING PLAN SOUTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER. 4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 6.REFER TO GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO: A.REUSE OF ON-SITE SOILS B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. C.SITE GRADING AND SUBGRADE PREPARATION. D.PAVEMENTS AND EXTERIOR SLABS. E.TRENCH EXCAVATION AND BACKFILL. F.EXTERIOR UTILITY SUPPORTS. G.FROST PROTECTION. 7.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF STORMWATER BMPS. 8.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION. 9.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 10.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS" EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR NUMBER OF RISERS AND RISER HEIGHT. 11.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 12.DUST MUST BE ADEQUATELY CONTROLLED. 13.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 14.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER INFORMATION. 15.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 16.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING ELEVATIONS. 17.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT. 18.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 19.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. GRADING NOTES