The URL can be used to link to this page

Xcel Chanhassen Service Center - Civil & Landscape3506 5 STC 3 0 " R C P 945. 1 53506 8 STC 1 2 " R C P 944. 0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.00 45230 GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 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 959.92 40022 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 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 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 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 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 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 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 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 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 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313 GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325 GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 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 40336 GND 966.08 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 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461 GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466 GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 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 937.7740552 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 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 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 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 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 928.64 40733 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 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 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 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 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 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.9840930 CON 923.37 40931 CON 922.27 40932 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 921.71 40956 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 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 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 923.6340988 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 923.07 41010 GND 925.1241011 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 936.9841027 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 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 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 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099 GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 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 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 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 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002 GDEN B J30001 964.22 30003 GDEN 962.9030004 GDEN 962.38 30005 GDEN 962.5930006 GDEN 962.1830007 GDEN 960.7530008 GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 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 952.91 30052 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 30123 GND 950.37 30124 GND 949.12 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 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 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 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 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 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 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 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347 GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394 GND 959.21 30395 GND 961.0230396 GND 961.1430397 GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056 RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.3835096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419 CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 EXISTING FLOOD ELEVATION: 946' (AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) 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) EXISTING WETLAND 100-YR HWL: 954.21 EXISTING WETLAND 100-YR HWL: 949.34 EXISTING WETLAND 100-YR HWL: 955.38 EXISTING WETLAND 100-YR HWL: 944.61 N SCALE IN FEET 0 50 100 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 C1.0 EXISTING CONDITIONS OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. 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. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 3506 5 STC 3 0 " R C P 945. 1 53506 8 STC 1 2 " R C P 944. 0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 N SCALE IN FEET 0 50 100 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 C1.1 SITE DEMOLITION PLAN OVERALL NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. 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. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING TREES/WOODS TREE PROTECTION FENCE DEMOLITION LEGEND 3506 5 STC 3 0 " R C P 945. 1 5 3506 8 STC 1 2 " R C P 944. 0 3 REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP PROTECT EXISTING TREES REMOVE EXISTING TREES-TYP PROTECT EXISTING TREES-TYP PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL REMOVE EXISTING TREES-TYP 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 C1.2 SITE DEMOLITION PLAN NORTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. 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. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING TREES/WOODS TREE PROTECTION FENCE DEMOLITION LEGEND 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING BITUMINOUS PAVEMENT-TYP REMOVE EXISTING BITUMINOUS PAVEMENT-TYP REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING CONCRETE SIDEWALK-TYP REMOVE EXISTING CONCRETE SIDEWALK-TYP REMOVE EXISTING CURB & GUTTER-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE & REPLACE EXISTING CONCRETE SIDEWALK AS NEEDED FOR UTILITY CONSTRUCTION REFER TO UTILITY PLANS REMOVE EXISTING SANITARY SEWER SERVICE STUB TO MAIN AND BULKHEAD EXISTING STRUCTURE PER CITY REQUIREMENTS PROTECT EXISTING TREES-TYP PROTECT EXISTING UTILITIES-TYP REMOVE EXISTING TREES-TYP PROTECT EXISTING BITUMINOUS TRAIL PROTECT EXISTING TREES DURING CONSTRUCTION INSTALL TREE PROTECTION FENCE TYP-SEE DETAIL 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 C1.3 SITE DEMOLITION PLAN SOUTH NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. 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. ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" SPOT ELEVATION SIGN LIGHT POLE POWER POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY EXISTING BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC ELECTRIC METER TREE LINE DECIDUOUS TREE GUY WIRE 9 SCHEDULE B II ITEM ELECTRIC TRANSFORMER HAND HOLE FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CABLE TV PEDESTAL UTILITY PEDESTAL MAILBOX ELM CATULPA BASSWOOD BOXELDER HACKBERRY LOCUST OAK COTTONWOOD TREE (GENERAL) ELECTRIC OUTLET CURB STOP FLARED END SECTION WETLAND FLAG FOUND ALUMINUM DISC MAPPED SANITARY SEWER MAPPED WATERMAIN WATER LINE WETLAND AS DELINEATED BY CARLSON MCCAIN ON OCTOBER 19, 2021 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING TREES/WOODS TREE PROTECTION FENCE DEMOLITION LEGEND 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 N SCALE IN FEET 0 50 100 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 C2.0 SITE PLAN OVERALL 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. NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 OR C8.4 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES GRAVEL AREA NOTE: SEE CURB & GUTTER DETAILS ON SHEET C8.4 CURB TYPES B612 CURB & GUTTER (STANDARD) B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD) FLAT CURB & GUTTER (TIP OUT) SURMOUNTABLE CURB & GUTTER (STANDARD) SURMOUNTABLE CURB & GUTTER (TIP OUT) BUILDING INFORMATION MAIN BUILDING CREW AREA: 9,440 SF WAREHOUSE:12,480 SF VEHICLE STORAGE:39,844 SF MAIN OFFICE:10,866 SF MECHANICAL: 7,363 SF TOTAL AREA:79,993 SF BUILDING HEIGHT: OFFICE/WAREHOUSE (2-STORY):21'-6" VEHICLE STORAGE (1-STORY):31'-6" FLEET MAINTENANCE BUILDING FLEET MAINTENANCE:17,580 SF MEZZANINE STANDARD: 3,108 SF MEZZANINE HIGH: 4,012 SF TOTAL AREA:24,700 SF BUILDING HEIGHT: STANDARD BAY (1-STORY):36'-0" HIGH BAY (1-STORY):61'-0" PROJECTED TOTAL NUMBER OF EMPLOYEES:68 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT) PROPOSED ZONING: PUD (PLANNED UNIT DEVELOPMENT) PROPERTY AREA (GROSS): 23.56 AC (1,026,095 SF) RIGHT OF WAY AREA: 1.82 AC BUILDABLE PROPERTY AREA (NET): 21.74 AC PROPOSED BUILDING AREA: 2.420 AC (11.1%)* PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)* PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC (27.2%)* PROPOSED TOTAL IMPERVIOUS AREA: 9.415 AC (43.3%)* DISTURBED AREA: 17.200 AC EXISTING IMPERVIOUS AREA: 0.000 AC* PROPOSED IMPERVIOUS AREA: 9.415 AC* *BASED ON NET BUILDABLE PROPERTY AREA ONLY SITE DATA YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM HWY 5 CORRIDOR OVERLAY DISTRICT: BUILDING SETBACK 70 FT MINIMUM 150 FT MAXIMUM OFF-STREET PARKING SETBACKS: FRONT 25 FT MINIMUM SIDE 25 FT MINIMUM REAR 25 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 26 FT TOTAL PARKING PROVIDED = 120 STALLS PROPOSED ACCESSIBLE PARKING:6 STALLS REQUIRED ACCESSIBLE PARKING:6 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 151 TO 200 STALLS DEVELOPMENT AND DESIGN STANDARDS OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES NE WETLAND 40' WETLAND BUFFER AREA REQUIRED = 20,685 SF 40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29,390 SF WEST CREEK 50' CREEK BUFFER AREA REQUIRED = 82,390 SF 50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF WETLAND BUFFER DATA NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 25' PARKING SETBACK 10' BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 70' MINIMUM BUILDING SETBACK 5'R 20'R 15'R15'R 10'R 15'R 15'R 10'R 5'R 5'R 5'R 5'R 10'R 10'R 5'R 5'R 5'R 5'R 15'R 15'R 5'R 5'R 5'R 5'R5'R 5'R 5'R 10'R 10'R 10'R 18.0'26.0'36.0'26.0'18.0' 6.7' 13.3' 3.5' 6.5' 61.0' 9.0' TYP 9.0' TYP 9.0'TYP9.0'TYP9.0'TYP9.0'TYP18.0'26.0'36.0'26.0'18.0'18.0'26.0'19.0'8.7'8.7'35.7'18.0'26.0'19.0' 6.7' 11.3' 9.0' TYP 9.0' TYP 18.0'26.0'19.0'6.3'26.0'17.5'83.2' 5.2' 30.0'53.2' 10.7' 2.0'6.0'9.0'TYP10.0' 25.0'70.0'10.0' 25.0' 7 5 12 13 9 6 10 10 24.2'40' AVERAGE BUFFER AREA 20' MINIMUM BUFFER AREA 5-WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 20.0' 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA 30.0' 17-WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LARGE BLOCK RETAINING WALL TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL (2) ADA PARKING SIGN/BOLLARD COMBO TYP-SEE DETAIL TYPICAL ADA PARKING STALLS TYP-SEE DETAIL (4) ADA PARKING SIGN/BOLLARD COMBO TYP-SEE DETAIL TYPICAL ADA PARKING STALLS TYP-SEE DETAIL LARGE BLOCK RETAINING WALL WITH RAILING TYP-SEE DETAIL 3.0'CONCRETE APRON COORDINATE W/ STRUCTURAL 20.0' (32) CONCRETE BOLLARD TYP-SEE DETAIL 30.0' SECURITY FENCE SEE LANDSCAPE PLANS CONCRETE PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL 20.0' CONCRETE APRON COORDINATE W/ STRUCTURAL (32) CONCRETE BOLLARD TYP-SEE DETAIL SECURITY FENCE SEE LANDSCAPE PLANS SECURITY ACCESS CARD READER SEE ELECTRICAL PLANS SECURITY GATE SEE ARCHITECTURAL PLANS CONCRETE PAVEMENT TYP-SEE DETAIL 5.0' CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL SECURITY GATE TYP-SEE DETAIL COORDINATE W/ OWNER & ELECTRICAL FOR CARD READER B612 CURB & GUTTER TYP-SEE DETAIL 150' MAXIMUM BUILDING SETBACK 150.0'APPROXIMATE PROPOSED TREE LIMITS APPROXIMATE PROPOSED TREE LIMITS NORTH POND SEE GRADING PLANS CURB TRANSITION 12-6" RISERS W/ HANDRAIL SEE DETAIL LARGE BLOCK RETAINING WALL WITH RAILING TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL SNOW STORAGE AREA SNOW STORAGE AREA25.0'25' PARKING SETBACK MODULAR BLOCK RETAINING WALL WITH RAILING TYP-SEE DETAIL 15.0'5.0'11.3' 5.0' (1) ELECTRIC VEHICLE CHARGING STATION BASE TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER (6) FUTURE ELECTRIC VEHICLE CHARGING STATION SIGNS TYP-SEE DETAIL (2) BOLLARDS AROUND ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER (3) FUTURE ELECTRIC VEHICLE CHARGING STATION BASES TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER (2) ELECTRIC VEHICLE CHARGING STATION SIGNS TYP-SEE DETAIL (6) BOLLARDS AROUND FUTURE ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER (4) BIKE RACKS SEE LANDSCAPE PLANS 30.2' 16' DOUBLE SWING GATE SEE LANDSCAPE PLANS (2) CONCRETE BOLLARD TYP-SEE DETAIL (2) CONCRETE BOLLARD TYP-SEE DETAIL (13) CONCRETE BOLLARD VERIFY PLACEMENT W/ EQUIPMENT SUPPLIER TYP-SEE DETAIL CONCRETE PAVEMENT PADS FOR ELECTRICAL & MECHANICAL EQUIPMENT COORDINATE W/ EQUIPMENT SUPPLIER, ELECTRICAL, & MECHANICAL FOR EXACT SIZE, EQUIPMENT LAYOUT, BOLLARD PLACEMENT, PAVEMENT SECTION, AND REINFORCEMENT REQUIREMENTS 35.1'LIGHT POLE-TYP SEE ELECTRICAL PLANS LIGHT POLE-TYP SEE ELECTRICAL PLANS LIGHT POLE-TYP SEE ELECTRICAL PLANS 10'R 10'R 5'R5'R 5'R 5'R 10'R 10'R 76'R 50'R 150'R 176'R26.0'30'R 15 15 12.0'18.0'26.0'FLAT CURB TYP-SEE DETAIL TAPER TO FLAT CURB TYP-SEE DETAIL TAPER TO FLAT CURB TYP-SEE DETAIL CURB TRANSITION CURB TRANSITION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL CURB TRANSITION B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL CURB TRANSITION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL 44 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 C2.1 SITE PLAN NORTH 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. NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 OR C8.4 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES GRAVEL AREA NOTE: SEE CURB & GUTTER DETAILS ON SHEET C8.4 CURB TYPES B612 CURB & GUTTER (STANDARD) B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD) FLAT CURB & GUTTER (TIP OUT) SURMOUNTABLE CURB & GUTTER (STANDARD) SURMOUNTABLE CURB & GUTTER (TIP OUT) BUILDING INFORMATION MAIN BUILDING CREW AREA: 9,440 SF WAREHOUSE:12,480 SF VEHICLE STORAGE:39,844 SF MAIN OFFICE:10,866 SF MECHANICAL: 7,363 SF TOTAL AREA:79,993 SF BUILDING HEIGHT: OFFICE/WAREHOUSE (2-STORY):21'-6" VEHICLE STORAGE (1-STORY):31'-6" FLEET MAINTENANCE BUILDING FLEET MAINTENANCE:17,580 SF MEZZANINE STANDARD: 3,108 SF MEZZANINE HIGH: 4,012 SF TOTAL AREA:24,700 SF BUILDING HEIGHT: STANDARD BAY (1-STORY):36'-0" HIGH BAY (1-STORY):61'-0" PROJECTED TOTAL NUMBER OF EMPLOYEES:68 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT) PROPOSED ZONING: PUD (PLANNED UNIT DEVELOPMENT) PROPERTY AREA (GROSS): 23.56 AC (1,026,095 SF) RIGHT OF WAY AREA: 1.82 AC BUILDABLE PROPERTY AREA (NET): 21.74 AC PROPOSED BUILDING AREA: 2.420 AC (11.1%)* PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)* PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC (27.2%)* PROPOSED TOTAL IMPERVIOUS AREA: 9.415 AC (43.3%)* DISTURBED AREA: 17.200 AC EXISTING IMPERVIOUS AREA: 0.000 AC* PROPOSED IMPERVIOUS AREA: 9.415 AC* *BASED ON NET BUILDABLE PROPERTY AREA ONLY SITE DATA 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES NE WETLAND 40' WETLAND BUFFER AREA REQUIRED = 20,685 SF 40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29,390 SF WEST CREEK 50' CREEK BUFFER AREA REQUIRED = 82,390 SF 50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF WETLAND BUFFER DATA YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM HWY 5 CORRIDOR OVERLAY DISTRICT: BUILDING SETBACK 70 FT MINIMUM 150 FT MAXIMUM OFF-STREET PARKING SETBACKS: FRONT 25 FT MINIMUM SIDE 25 FT MINIMUM REAR 25 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 26 FT TOTAL PARKING PROVIDED = 120 STALLS PROPOSED ACCESSIBLE PARKING:6 STALLS REQUIRED ACCESSIBLE PARKING:6 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 151 TO 200 STALLS DEVELOPMENT AND DESIGN STANDARDS OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45219 FNB B 948.62 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 25' PARKING SETBACK 30' BUILDING SETBACK 25' PARKING SETBACK 10' BUILDING SETBACK 30'R 30'R 515'R 20'R 5'R 485'R 30'R 3'R 10'R 10'R 10'R 10'R 15'R 513'R 15'R 487'R 10'R 17.5'16.0'10.0'80.5'30.0'60.2'13.0'TYP22.0'64.5'26.6'32.0'164.8' 5.2' 5.5' 10'R 10'R 3'R 3'R3'R 3'R 45.7'46.8'30.0' 26.0'30.7'25.0'30.0'10. 0 ' 25. 0 ' 10 46.8'44.8'24.2'2.0'44.5'50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA 30.0 ' 17-WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 30.0 '30.0 ' 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA 50' AVERAGE BUFFER AREA 30' MINIMUM BUFFER AREA CONCRETE APRON TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT CONCRETE SIDEWALK TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL MATCH EXISTING MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK CONCRETE APRON TYP-SEE DETAIL MATCH EXISTING CURB & GUTTER, SIDEWALK AND BITUMINOUS PAVEMENT EXISTING LIGHT POLE TO REMAIN PROTECT DURING CONSTRUCTION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL FLAT CURB TYP-SEE DETAIL 3' CURB TAPER 3' CURB TAPER SECURITY FENCE SEE LANDSCAPE PLANS SECURITY ACCESS CARD READER SEE ELECTRICAL PLANS SECURITY GATE SEE ARCHITECTURAL PLANS CONCRETE PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL SECURITY FENCE SEE LANDSCAPE PLANS LARGE BLOCK RETAINING WALL TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL 3.0'CONCRETE PAVEMENT TYP-SEE DETAIL3.0'SECURITY ACCESS CARD READER SEE ELECTRICAL PLANS5.0' CONCRETE PAVEMENT TYP-SEE DETAIL SECURITY GATE TYP-SEE DETAIL COORDINATE W/ OWNER & ELECTRICAL FOR CARD READER CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL 3.0' FLAT CURB TYP-SEE DETAIL 3' TAPER TO FLAT CURB B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL 20.0' 26.5' (10) CONCRETE BOLLARD TYP-SEE DETAIL (8) CONCRETE BOLLARD TYP-SEE DETAIL STORAGE BINS SEE ARCHITECTURAL PLANS SNOW STORAGE AREA SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL TELECOMMUNICATIONS TOWER PROVIDED BY OWNER CURB TRANSITION SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL (20) 24"X24" PRECAST CONCRETE BASES FOR POLE STORAGE BUNKERS COORDINATE WITH OWNER GRAVEL PAVEMENT TYP-SEE DETAIL SNOW STORAGE AREA SOUTH POND SEE GRADING PLANS REMOVE & REPLACE EXISTING SIDEWALK AS NEEDED FOR UTILITY CONSTRUCTION MATCH EXISTING SECTION REFER TO UTILITY PLANS MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK B612 CURB & GUTTER TYP-SEE DETAIL SNOW STORAGE AREA STORAGE BINS SEE ARCHITECTURAL PLANS CURB TRANSITION B612 CURB & GUTTER TYP-SEE DETAIL 5'R (1) ELECTRIC VEHICLE CHARGING STATION BASE TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER (2) BOLLARDS AROUND ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER (2) ELECTRIC VEHICLE CHARGING STATION SIGNS TYP-SEE DETAIL (6) FUTURE ELECTRIC VEHICLE CHARGING STATION SIGNS TYP-SEE DETAIL (3) FUTURE ELECTRIC VEHICLE CHARGING STATION BASES TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER (6) BOLLARDS AROUND FUTURE ELECTRIC VEHICLE CHARGING STATION TYP-SEE DETAIL COORDINATE WITH ELECTRIC PLANS & OWNER SECURITY GATE SEE LANDSCAPE PLANS COORDINATE W/ OWNER & ELECTRICAL FOR CARD READER 16' DOUBLE SWING GATE SEE LANDSCAPE PLANS TYP-SEE DETAIL (18) CONCRETE BOLLARD TYP-SEE DETAIL (10) CONCRETE BOLLARD TYP-SEE DETAIL CONCRETE PAVEMENT PADS FOR ELECTRICAL & MECHANICAL EQUIPMENT COORDINATE W/ EQUIPMENT SUPPLIER, ELECTRICAL, & MECHANICAL FOR EXACT SIZE, EQUIPMENT LAYOUT, BOLLARD PLACEMENT, PAVEMENT SECTION, AND REINFORCEMENT REQUIREMENTS 16' DOUBLE SWING GATE SEE LANDSCAPE PLANS CONCRETE SIDEWALK TYP-SEE DETAIL LIGHT POLE-TYP SEE ELECTRICAL PLANS B612 CURB & GUTTER TYP-SEE DETAIL 30.7'26.0'28.4' TAPER TO FLAT CURB TYP-SEE DETAIL TAPER TO FLAT CURB TYP-SEE DETAIL SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL CURB TRANSITION LIGHT POLE-TYP SEE ELECTRICAL PLANS 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 C2.2 SITE 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. NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 OR C8.4 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT PAVEMENT TYPES GRAVEL AREA NOTE: SEE CURB & GUTTER DETAILS ON SHEET C8.4 CURB TYPES B612 CURB & GUTTER (STANDARD) B612 CURB & GUTTER (TIP OUT) FLAT CURB & GUTTER (STANDARD) FLAT CURB & GUTTER (TIP OUT) SURMOUNTABLE CURB & GUTTER (STANDARD) SURMOUNTABLE CURB & GUTTER (TIP OUT) BUILDING INFORMATION MAIN BUILDING CREW AREA: 9,440 SF WAREHOUSE:12,480 SF VEHICLE STORAGE:39,844 SF MAIN OFFICE:10,866 SF MECHANICAL: 7,363 SF TOTAL AREA:79,993 SF BUILDING HEIGHT: OFFICE/WAREHOUSE (2-STORY):21'-6" VEHICLE STORAGE (1-STORY):31'-6" FLEET MAINTENANCE BUILDING FLEET MAINTENANCE:17,580 SF MEZZANINE STANDARD: 3,108 SF MEZZANINE HIGH: 4,012 SF TOTAL AREA:24,700 SF BUILDING HEIGHT: STANDARD BAY (1-STORY):36'-0" HIGH BAY (1-STORY):61'-0" PROJECTED TOTAL NUMBER OF EMPLOYEES:68 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 7.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND EXTERIOR SLABS. SITE NOTES CURRENT ZONING: A2 (AGRICULTURAL ESTATE DISTRICT) PROPOSED ZONING: PUD (PLANNED UNIT DEVELOPMENT) PROPERTY AREA (GROSS): 23.56 AC (1,026,095 SF) RIGHT OF WAY AREA: 1.82 AC BUILDABLE PROPERTY AREA (NET): 21.74 AC PROPOSED BUILDING AREA: 2.420 AC (11.1%)* PROPOSED IMPERVIOUS PARKING AREA: 1.082 AC (5.0%)* PROPOSED REMAINING SITE IMPERVIOUS AREA:5.913 AC (27.2%)* PROPOSED TOTAL IMPERVIOUS AREA: 9.415 AC (43.3%)* DISTURBED AREA: 17.200 AC EXISTING IMPERVIOUS AREA: 0.000 AC* PROPOSED IMPERVIOUS AREA: 9.415 AC* *BASED ON NET BUILDABLE PROPERTY AREA ONLY SITE DATA 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE OR YELLOW PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL(S). 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. SIGNAGE AND STRIPING NOTES NE WETLAND 40' WETLAND BUFFER AREA REQUIRED = 20,685 SF 40' AVERAGE WETLAND BUFFER AREA PROVIDED = 29,390 SF WEST CREEK 50' CREEK BUFFER AREA REQUIRED = 82,390 SF 50' AVERAGE CREEK BUFFER AREA PROVIDED = 82,670 SF WETLAND BUFFER DATA YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM HWY 5 CORRIDOR OVERLAY DISTRICT: BUILDING SETBACK 70 FT MINIMUM 150 FT MAXIMUM OFF-STREET PARKING SETBACKS: FRONT 25 FT MINIMUM SIDE 25 FT MINIMUM REAR 25 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE LANE WIDTH = 26 FT TOTAL PARKING PROVIDED = 120 STALLS PROPOSED ACCESSIBLE PARKING:6 STALLS REQUIRED ACCESSIBLE PARKING:6 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 151 TO 200 STALLS DEVELOPMENT AND DESIGN STANDARDS OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING 3506 5 STC 3 0 " R C P 945. 1 53506 8 STC 1 2 " R C P 944. 0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.00 45230 GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 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 959.92 40022 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 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 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 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 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 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 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 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 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 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313 GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325 GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 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 40336 GND 966.08 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 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461 GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466 GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 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 937.7740552 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 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 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 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 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 928.64 40733 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 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 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 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 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 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.9840930 CON 923.37 40931 CON 922.27 40932 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 921.71 40956 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 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 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 923.6340988 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 923.07 41010 GND 925.1241011 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 936.9841027 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 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 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 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099 GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 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 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 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 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002 GDEN B J30001 964.22 30003 GDEN 962.9030004 GDEN 962.38 30005 GDEN 962.5930006 GDEN 962.1830007 GDEN 960.7530008 GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 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 952.91 30052 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 30123 GND 950.37 30124 GND 949.12 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 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 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 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 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 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 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 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347 GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394 GND 959.21 30395 GND 961.0230396 GND 961.1430397 GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056 RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.3835096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419 CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 444444444444888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 9549549 5 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0 96 5 970 95795 8 95 9 96 1 9 6 2 96 396 496 696796896 9 9 7 1 9 7 2 9 7 3 974 965966967968970 975 966 967 968 969 971972973974 976977978979 970975 969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9 4 19429439 4 4 9 4 6 9359 4 0 93393493 6 9 3 7 9 3 8 9 3 9 9 4 1942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 94694594 3944946 8 88940938939941942930 935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954 956972973974952 8884444950 947 948949 951 952 953 951ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 1 WALL 2 WALL 3 EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955.36 EXISTING FLOOD ELEVATION: 946' (AS PROVIDED BY RPBCWD FOR NORTH PORTION OF CREEK) 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 ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE NURP POND SEE DETAIL NURP POND SEE DETAIL WEIR OVERFLOW 10' INV= 946.00 WEIR OVERFLOW 10' INV= 946.00 WALL 4 AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. 12' WIDE MAINTENANCE BERM 12' WIDE MAINTENANCE BERM NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 N SCALE IN FEET 0 50 100 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 C3.0 GRADING PLAN OVERALL 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 3506 5 STC 3 0 " R C P 945. 1 5 3506 8 STC 1 2 " R C P 944. 0 3 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45244 GND 954.25 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45375 GND 952.88 45376 GND 951.80 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.12 40417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461 GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466 GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.93 40482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.57 40519 VLN E J30327 948.50 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.2540593 GND 945.53 40594 GND 945.57 40598 GND 944.37 40599 GND 944.8340600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.01 40667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.8740676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.84 40682 GND 952.5140683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.80 40710 GND 942.32 40711 GND 943.91 40712 VLN 943.85 40713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40722 GND 939.12 40739 GND 939.77 40740 GND 941.87 40743 40744 GND 40745 GND 936.91 40746 GND 935.44 40747 GND 932.3140748 GND 930.2240749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.76 40768 GND 930.82 40769 WTR1 929.9640770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.6940779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.0240782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.8740849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.07 40854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 VLN J45411 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41089 GND 938.78 41090 GND 944.23 41091 GND 936.54 41092 GND 934.42 41093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.51 41099 GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 946.06 41175 GND 945.60 30096 GND 951.31 30122 GND 30123 GND 950.37 30124 GND 949.12 30125 GND 950.84 30150 GND 951.07 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 30154 GND 950.96 30179 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 30186 GND 951.84 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.7830233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 30304 VLN 963.05 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347 GND 961.73 30348 GND 962.27 30349 GND 964.90 30350 GND 968.2530351 GND 971.0430352 GND 974.1230353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.8230375 GND 960.7430376 GND 962.3930377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.5430391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394 GND 959.2130395 GND 961.02 30396 GND 961.1430397 GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.49 35040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.97 35050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.81 35054 RIP 945.15 35055 RIP 944.7935056 RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.06 35069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.24 35085 WTR 4' WIDE 941.26 35086 WTR 4' WIDE 941.20 35087 WTR 4' WIDE 941.19 35088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.38 35096 WTR 8' WIDE 937.06 35097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 VLN B J41063 945.95 45540 GND 946.97 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.32 45558 GND 945.57 4444444444888888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 952 956960958959961962963955953954 956 9559 5 2 9 5 3 9549549 5 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952952 9 5 1 95 2 952 96 0 96 5 970 95795 8 9 5 9 96 1 9 6 2 96 396 496 696796896 9 9 7 1 9 7 2 9 7 3 974 965966967968970 975 966 967 968 969 971 972973974 976 977978 979 970975 969971972973974976977978 945 950 955 960 965 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 94 0 9 4 5 94 19429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 4 1942 9459509439449469479489499519459 4 3 9 4 4946 8 8 954888888888951952955 95 6 95 7 955956957958955955956955 953 954 956972973974952 1.5%2.7%1.5% 1.7%3.2%3.9%6.0%1.5%5.6 %3.5%3.5%2.3%1.0%2.7% 1.5%1.0%2.3%2.5%1.6%3.0%2.4%1.5%1.7%1.3%2.0%1.0%51.80 70.52 69.80 69.45 73.6773.94 73.32 72.71 58.54 54.65 55.52 52.06 52.63 52.44 52.26 50.81 50.90 50.18 49.98 51.2450.80 50.25 56.15 69.04 69.25 56.44 54.16 53.32 51.58 51.58 50.84 52.09 52.32 51.33 51.06 54.28 56.67 74.42 74.0274.21 72.71 72.15 73.88 55.9153.8452.07 54.81 55.98 52.90 51.97 52.21 72.91 73.3473.61 73.61 56.04 51.77 55.76 52.19 52.76 52.76 52.50 52.50 52.50 52.50 52.50 58.93 55.04 52.5052.50 52.50 52.50 52.50 52.5052.50 52.50 61.00 58.0058.0058.00 65.00 74.50 74.50 74.50 74.50 73.25 54.0553.74 55.14 74.50 74.00 50.47 1.0%1.6%50.90 51.34 50.703.0% 52.50 1.5% 54.4654.68 54.06 55.42 54.85 56.68 54.82 55.41 55.60 56.00 55.95 57.05 57.46 58.00 57.57 58.29 70.79 69.7670.02 69.51 68.92 69.22 69.24 70.96 70.53 71.57 71.09 ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL OF AQUATIC INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE WALL 1 WALL 2 WALL 3 EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955.36 EXISTING FLOOD ELEVATION: 946' (AS PROVIDED BY RPBCWD FOR NORTH 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 WALL 4 AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. 12' WIDE MAINTENANCE BERM NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 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 C3.1 GRADING PLAN NORTH 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 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 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 40596 GND 943.15 40597 GND 941.99 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40832 GND 943.23 41077 GND 944.53 41078 GND 944.55 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41089 GND 938.78 41090 GND 944.23 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 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 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 939.91444444444444444444888888888889519519 5 1951 940938939941942935933934 936 937 938 939 TW=49.00 BW=48.90 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 TW=49.00 BW=43.00 TW=49.00 BW=43.00 TW=38.35 BW=38.25 BW=31.12 ±EX BW=35.00 ±EX BW=43.00 ±EX BW=44.00 ±EX BW=44.30 ±EX BW=40.00 BW=39.00 BW=32.00 TW=49.00 BW=39.50 40389 GND 952.37 40413 VLN B J30339 953.46 40417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40380 WET 2-7 952.77 40414 WET 2-27 952.56 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 30336 GDEN2 952.35 30337 GDEN2 952.15 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30451 GND 953.82 30452 GND 953.97 30453 GND 954.6130454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 8967 968 955960965954956957958959961962963964966967968 95596095695795895996196296 0 9579 5 8 95 9 96 1 9 6 2 96 396 4 954TW=62.60 BW=62.50 TW=68.75 BW=62.50 TW=71.00 BW=62.50 TW=72.50 BW=62.50 TW=61.10 BW=61.00 TW=69.50 BW=62.50 30392 GND 958.1630393 GND 957.48 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 8888895188888888953 954972973974952 TS=71.00 BS=65.00 BS=58.90 BS=52.80 TS=64.90 TS=58.80 TW=74.50 BW=52.50 TW=74.50 BW=52.35 TW=74.50 BW=52.65 TW=74.50 BW=52.50 TW=71.50 BW=51.50 TW=52.30 BW=52.00 BW=51.40 TW=73.00 BW=52.05 TW=73.85 TS=71.00 BS=65.00 BS=58.90 BS=52.80 TS=64.90 TS=58.80 GND 979.54 40478 GDEN 974.01 40479 GDEN 972.52 40486 GND 969.57 40487 GDEN E VLN 971.28 40493 GND 970.84 30353 GND 977.42 30354 GND 977.9430355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30359 GND 972.43 30360 GND 972.02 30378 GND 966.98965966967968970 967 968 969 971 972 973 974 TW=74.00 BW=69.50 TW=74.00 TW=74.00 BW=69.00 BW=74.00 N SCALE IN FEET 0 20 40 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 C3.3 GRADING PLAN WALL ELEVATIONS 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. WALL 1 WALL 3WALL 2 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 WALL 4 3506 5 STC 3 0 " R C P 945. 1 53506 8 STC 1 2 " R C P 944. 0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 45180 GND 947.19 45181 GND 945.6245182 GND 947.42 45185 VLN B 946.74 45186 VLN 946.94 45187 GND 948.2545188 GND 949.73 45189 GND 950.26 45190 GND 950.25 45202 GND 953.27 45203 GND 952.36 45204 GND 950.29 45205 GND 952.00 45206 GND 950.86 45207 GND 952.50 45208 GND 953.26 45209 GND 952.22 45210 GND 951.06 45211 GND 950.2545212 GND 951.69 45215 GND 950.90 45216 GND 952.97 45217 GND 953.80 45218 GND 950.17 45219 FNB B 948.62 45220 VLN1 B 949.15 45221 GND 954.48 45222 GND 953.88 45223 GND 950.29 45224 VLN1 950.65 45225 GND 953.58 45226 VLN1 951.26 45227 GND 948.38 45228 VLN1 947.86 45229 GND 951.0045230 GND 953.52 45231 GND 952.75 45232 GND 949.34 45233 VLN1 947.58 45234 GND 952.60 45235 GND 952.57 45236 GND 949.29 45237 GND 948.20 45238 VLN1 946.49 45239 GND 949.63 45240 GND 950.50 45241 VLN1 949.24 45242 GND 952.49 45243 GND 955.05 45244 GND 954.25 45245 GND 954.19 45246 GND 953.22 45247 GND 953.37 45248 GND 953.04 45249 GND 953.37 45250 GND 954.39 45251 GND 953.19 45252 GND 954.55 45253 GND 954.54 45254 GND 954.76 45255 GND 954.05 45256 GND 953.60 45257 GND 954.45 45258 GND 953.68 45259 GND 954.51 45260 GND 954.50 45261 GND 956.34 45313 GND 955.54 45314 GND 956.44 45315 GND 955.34 45316 GND 954.80 45317 GND 954.11 45318 GND 954.27 45319 GND 955.14 45320 GND 954.10 45321 GND 955.34 45322 GND 955.18 45323 GND 955.78 45324 GND 955.99 45325 GND 955.68 45326 GND 956.11 45369 GND 956.36 45370 GND 955.80 45371 GND 955.75 45373 GND 955.84 45374 GND 954.84 45375 GND 952.88 45376 GND 951.80 45377 GND 955.29 45378 GND 953.60 45379 GND 956.18 45380 GND 955.71 45389 954.62 45390 GND 954.14 45391 GND 956.32 45392 GND 956.40 45393 GND 957.05 45394 GND 956.44 45395 GND 956.44 45396 GND 954.44 45397 GND 953.76 45398 GND 952.22 45399 GND 951.00 45400 GND 954.11 45401 GND 953.70 45402 GND 955.87 45403 GND 955.55 45404 GND 956.78 45405 GND 956.00 45406 GND 953.04 45407 GND 951.68 45408 GND 950.44 45409 GND 951.55 45410 GND 950.94 45411 VLN1 950.05 40000 CGB B 967.44 40001 CGB AB 966.84 40002 CGB 965.52 40007 CL B AB 966.59 40008 CL 965.32 40009 CL 964.18 40010 CGB 963.79 40011 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 959.92 40022 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 951.43 40042 CGB 949.77 40043 CGB AE AB 948.25 40044 CL 949.09 40046 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 40066 CL AE 935.78 40068 CGB 935.48 40069 CGB AE 935.34 40070 CL 935.29 40071 CL 934.96 40072 CGB 934.90 40073 CGB 934.61 40078 CL 934.83 40079 CL 934.94 40080 CGB 934.71 40082 CGB 934.98 935.27 40108 CON 935.41 40109 CON1 935.56 40111 CON 935.30 40112 CON1 935.44 40113 CON1 935.42 40114 CON 935.20 40116 CON 935.17 40117 CON1 935.40 40118 CON1 935.45 40119 CON 935.17 40121 CON 935.56 40122 CON1 935.54 40123 CON1 E 936.03 40124 CON1 B 935.8140125 CON 935.80 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 40238 GND 936.38 40239 GND 943.86 40240 GND 945.95 40241 GND 944.60 40242 VLN B J45185 946.24 40243 VLN 945.41 40244 GND 946.02 40245 GND 946.33 40246 GND 945.83 40247 VLN 946.42 40248 VLN E J45186 947.85 40249 GND 947.78 40250 GND 950.01 40251 GND 947.15 40252 GND 946.92 40253 GND 949.44 40254 GND 949.88 40255 GND 950.58 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 40283 GND 941.87 40284 GND 942.58 40285 GND 944.52 40286 GND 945.05 40287 GND 944.36 40288 GND 944.2440289 GND 945.24 40290 GND 944.50 40291 GND 945.28 40292 GND 945.20 40293 GND 945.01 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 40309 GND 939.27 40310 GND 943.62 40311 GND 944.8040312 GND 944.4540313 GND 944.34 40314 GND 944.48 40315 GND 944.03 40316 GND 943.95 40317 GND 943.23 40318 GND 942.28 40319 GND 941.71 40320 GND 943.09 40321 GND 939.55 40322 GND 936.40 40323 GND 931.6240325 GND 938.96 40326 GND 937.29 40327 GND 936.92 40328 GND 936.12 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 40336 GND 966.08 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 40357 GND 964.61 40358 GND 963.20 40359 GND 961.67 40360 GND 961.20 40361 GND 959.85 40362 GND 958.88 40363 GND 957.58 40364 GND 958.83 40365 GND 957.21 40366 GND 958.31 40367 GND 957.42 40368 GND 957.43 40369 GND 955.96 40370 GND 954.74 40371 GND 953.92 40372 GND 953.18 40373 GND 953.07 40382 GND 953.91 40383 GND 954.57 40384 GND 954.67 40385 GND 955.55 40386 GND 956.04 40387 GND 952.86 40389 GND 952.37 40391 GND 951.52 40394 GND 950.75 40397 GND 949.59 40399 GND 949.86 40400 GND 949.29 40404 GND 950.02 40412 GND 953.20 40413 VLN B J30339 953.46 40415 GND 953.1240417 GND 953.92 40418 GND 953.59 40419 VLN 954.23 40422 VLN E GDEN B 954.03 40423 GDEN 954.45 40426 GDEN 956.17 40427 GND 957.23 40428 GND 958.34 40429 GND 955.32 40430 GND 957.68 40431 GND 954.79 40432 GND 953.52 40433 GND 953.08 40434 GND 952.74 40435 GND 953.96 40436 GND 959.07 40437 GDEN 959.17 40438 GDEN 962.86 40439 GND 965.48 40442 GND 967.87 40444 GDEN 965.39 40445 GND 963.78 40447 OHU E J40446 955.52 40450 GND 969.88 40451 GND 967.09 40452 GDEN 964.25 40453 GDEN 964.53 40454 GND 966.81 40455 GDEN 968.43 40456 GDEN 971.87 40457 GND 972.26 40458 GND 967.92 40459 GND 968.70 40460 GND 975.7440461 GDEN 975.99 40462 GND 978.10 40463 GND 969.32 40464 GND 977.50 40465 GND 979.5840466 GDEN 979.70 40467 GND 979.54 40468 GND 977.48 40469 GDEN 977.39 40470 GND 978.18 40472 GND 979.51 40473 GND 970.69 40474 GND 970.60 40475 GND 970.25 40476 GND 976.09 40477 GDEN 975.60 40478 GDEN 974.01 40479 GDEN 972.52 40481 GND 970.9340482 VLN B 969.60 40483 VLN GND 970.78 40484 GND 970.97 40485 VLN 969.08 40486 GND 969.57 40487 GDEN E VLN 971.28 40488 VLN 969.23 40489 GND 968.34 40490 VLN 967.32 40491 VLN 966.88 40492 GND 965.63 40493 GND 970.84 40494 VLN 962.76 40495 GND 961.41 40496 GND 958.23 40497 VLN 957.13 40498 GND 955.79 40499 VLN 955.41 40500 GND 954.67 40501 GND 952.11 40502 VLN 950.44 40503 VLN 947.79 40504 GND 947.95 40505 VLN 947.57 40506 GND 946.58 40507 GND 947.59 40508 GND 947.47 40509 VLN 948.02 40510 GND 947.50 40511 GND 947.95 40512 GND 948.10 40513 GND 948.09 40514 GND 948.10 40515 VLN E J30327 GDEN E J30328 947.88 40516 GND 948.39 40517 GND 948.73 40518 GND 948.5740519 VLN E J30327 948.50 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 937.7740552 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 40583 VLN1 949.14 40584 GND 948.93 40585 VLN1 E J40519 948.43 40586 GND 949.09 40587 GND 948.88 40588 GND 947.98 40589 GND 948.04 40590 GND 947.46 40591 GND 947.33 40592 GND 947.25 40593 GND 945.53 40594 GND 945.57 40595 GND 945.67 40596 GND 943.15 40597 GND 941.99 40598 GND 944.3740599 GND 944.83 40600 GND 944.63 40601 GND 944.42 40602 GND 944.38 40603 GND 944.08 40604 GND 943.60 40605 GND 943.46 40606 GND 942.69 40607 GND 943.34 40608 GND 942.35 40609 WTR B 3' WIDE CTRLN 938.78 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 956.26 40620 TEL 955.6640621 TEL E 952.94 40622 ELC B 951.76 40623 ELC E 952.18 40624 TEL B 951.42 40625 TEL 946.71 40626 TEL E 941.18 40631 GND 966.47 40633 GND 967.28 40634 GND 968.66 40635 GND 970.14 40636 GND 968.66 40637 VLN B J40482 967.85 40638 VLN 965.63 40639 GND 965.82 40640 GND 967.04 40641 GND 967.52 40642 GND 966.20 40644 GND 966.75 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40655 GND 964.59 40656 GND 965.90 40657 GND 968.92 40658 GND 965.99 40659 GND 968.34 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40664 GND 968.77 40665 GND 964.85 40666 GND 960.0140667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40672 GND 964.08 40673 GND 965.33 40674 GND 966.97 40675 GND 960.87 40676 GND 961.54 40677 GND 960.46 40678 GND 956.81 40679 GND 953.00 40680 GND 952.42 40681 VLN 952.8440682 GND 952.51 40683 GND 952.14 40684 GND 958.64 40685 GND 961.18 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40693 GND 965.27 40694 GND 965.30 40695 GND 966.03 40696 GND 965.89 40697 GND 965.11 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40702 GND 949.54 40703 VLN 950.80 40704 GND 952.09 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.8040710 GND 942.32 40711 GND 943.91 40712 VLN 943.8540713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40716 VLN 942.68 40717 GND 942.54 40718 GND 942.20 40719 GND 940.81 40720 GND 939.2440721 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 928.64 40733 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 939.7740740 GND 941.87 40741 GND 942.95 40742 GND 931.12 40743 WTR1 926.98 40744 GND 929.90 40745 GND 936.91 40746 GND 935.4440747 GND 932.3140748 GND 930.22 40749 WTR1 927.78 40750 GND 929.61 40751 GND 936.28 40752 GND 940.44 40753 GND 942.82 40754 VLN 939.71 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.7640768 GND 930.82 40769 WTR1 929.96 40770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.69 40779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.02 40782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40825 GND 936.73 40826 GND 937.70 40827 GND 938.48 40828 GND 939.12 40829 GND 939.74 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.87 40849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.0740854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 40876 GND 963.16 40877 GND 963.31 40878 VLN 964.42 40879 VLN 964.95 40880 VLN E 965.47 40883 BIT B AB J40538 928.12 40884 BIT 926.4740885 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 40900 STEP B J40123 935.97 40901 STEP CON1 B 934.03 40902 STEP CON2 B 933.98 40903 STEP E J40124 935.80 40904 STEP B CON2 E 933.82 40905 STEP CON1 E 934.0140906 GND 935.09 40907 STEP CON1 B 932.05 40908 STEP F CON2 B 931.87 40909 STEP B CON2 E 931.88 40910 STEP CON1 E 932.02 40911 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 926.3540922 STEP F CON2 B 926.15 40923 STEP B CON2 E 926.13 40924 STEP CON1 E 926.18 40925 CON 924.0440926 CON 924.07 40927 CON E STR 924.3340928 STEP F CON B 924.20 40929 CON 923.98 40930 CON 923.37 40931 CON 922.27 40932 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 921.71 40956 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 923.0040965 GND 922.56 40966 GND 929.77 40967 GND 927.1540968 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 923.6340988 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 923.07 41010 GND 925.1241011 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 936.9841027 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 929.9741040 GND 925.5341041 GND 928.44 41042 GND 928.60 41043 GND 936.67 41044 GND 940.53 41045 GND 935.47 41046 GND 942.97 41047 GND 945.30 41048 GND 945.95 41049 GND 945.55 41050 GND 943.72 41051 GND 941.44 41052 GND 943.28 41053 GND 945.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41058 GND 942.19 41059 GND 943.74 41060 GND 945.14 41061 GND 943.24 41062 VLN J45411 948.22 41063 VLN E 947.54 41064 GND 946.07 41065 GND 941.05 41066 GND 941.27 41067 GND 946.45 41068 GND 946.16 41069 GND 946.13 41070 GND 947.26 41071 GND 949.01 41072 GND 949.48 41073 GND 946.53 41074 GND 951.52 41075 GND 948.40 41076 GND 952.21 41077 GND 944.53 41078 GND 944.55 41079 GND 939.47 41080 GND 937.63 41081 GND 935.50 41082 GND 933.75 41083 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 41090 GND 944.23 41091 GND 936.54 41092 GND 934.4241093 GND 940.14 41094 GND 937.91 41095 GND 938.55 41096 GND 938.86 41097 GND 938.70 41098 GND 939.5141099 GND 938.91 41100 GND 942.27 41101 GND 931.83 41102 GND 932.53 41103 GND 938.26 41104 GND 931.31 41105 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 928.8441114 GND 928.9341115 GND 935.03 41116 GND 939.02 41117 GND 936.47 41118 GND 930.50 41119 GND 928.79 41120 GND 925.87 41121 GND 926.88 41122 GND 926.65 40374 WET B 2-1 955.03 40375 WET 2-2 954.4240376 WET 2-3 954.23 40377 WET 2-4 953.88 40378 WET 2-5 952.70 40379 WET 2-6 952.94 40380 WET 2-7 952.77 40381 WET 2-8 952.64 40388 WET 2-9 951.90 40390 WET 2-10 951.15 40392 WET 2-11 950.84 40393 WET 2-13 950.15 40395 WET 2-14 949.50 40396 WET 2-15 949.25 40398 WET 2-16 948.75 40401 WET 2-17 948.57 40402 WET 2-18 948.54 40403 WET 2-19 948.90 40405 WET 2-20 949.26 40406 WET 2-21 949.64 40407 WET 2-22 949.90 40408 WET 2-23 950.64 40409 WET 2-24 950.41 40410 WET 2-25 950.79 40411 WET 2-26 951.87 40414 WET 2-27 952.56 40416 WET 2-28 952.55 40420 WET 2-29 952.91 40421 WET 2-30 953.42 40424 WET 2-31 953.49 40425 WET 2-32 953.78 41123 WET 2-33 953.86 41124 WET 2-34 954.22 41125 WET 2-35 954.99 41126 WET E 2-36 955.59 41127 GND 954.16 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 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41153 WTR B J40784 934.96 41154 GND 937.04 41155 GND 937.62 41156 GND 941.54 41157 WTR E J35100 935.81 41158 GND 937.34 41159 GND 937.33 41160 GND 942.01 41161 GND 942.79 41162 GND 942.97 41163 GND 943.60 41164 GND 943.92 41165 GND 946.29 41166 GND 945.82 41167 GND 944.02 41168 GND 945.65 41169 GND 944.02 41170 GND 949.60 41171 GND 949.07 41172 GND 937.30 41173 GND 941.71 41174 GND 946.06 41175 GND 945.60 30000 VLN B 967.04 30001 VLN 964.9030002 GDEN B J30001 964.22 30003 GDEN 962.9030004 GDEN 962.38 30005 GDEN 962.5930006 GDEN 962.1830007 GDEN 960.7530008 GDEN 959.0730009 GDEN 957.45 30010 GDEN E J30011 956.30 30011 VLN1 B 955.70 30012 VLN1 954.19 30013 VLN1 953.3930014 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 952.91 30052 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 30123 GND 950.37 30124 GND 949.12 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 30151 GND 949.26 30152 GND 949.63 30153 GND 949.79 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 30180 GND 950.58 30181 GND 950.96 30182 GND 950.84 30183 GND 951.36 30184 GND 952.14 30185 GND 952.20 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 30212 GND 953.92 30213 GND 953.54 30214 GND 952.65 30215 GND 951.59 30216 GND 952.22 30217 GND 953.42 30218 GND 954.06 30219 GND 954.16 30220 GND 953.88 30221 GND 954.59 30222 GND 955.59 30223 GND 955.96 30224 GND 956.17 30225 GND 957.22 30226 GND 959.24 30227 GND 961.09 30228 GND 961.78 30229 GND 960.66 30230 GND 959.6030231 GND 957.99 30232 GND 959.34 30233 GND 960.57 30234 GND 959.42 30235 GND 956.94 30236 GND 955.58 30237 GND 954.65 30238 GND 954.89 30239 GND 955.37 30240 GND 954.14 30241 GND 953.46 30242 GND 953.82 30243 GND 954.78 30244 GND 955.91 30245 GND 958.14 30246 GND 958.70 30247 GND 957.50 30248 GND 956.6430249 GND 955.20 30250 GND 955.50 30251 GND 956.04 30252 GND 955.98 30253 GND 954.78 30254 GND 953.76 30255 GND 952.73 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 30305 VLN 962.44 30306 VLN 960.14 30307 VLN 958.38 30308 VLN 957.72 30309 VLN 957.00 30310 VLN 956.48 30311 VLN 956.31 30312 VLN 955.34 30313 VLN 954.04 30314 VLN 953.41 30315 VLN E 952.77 30316 GDEN1 B J30315 952.58 30317 GDEN1 952.65 30318 GDEN1 952.50 30319 GDEN1 952.43 30320 GDEN1 951.64 30321 GDEN1 950.91 30322 GDEN1 950.66 30323 GDEN1 949.98 30324 GDEN1 949.58 30325 GDEN1 949.08 30326 GDEN1 948.86 30327 GDEN1 E VLN B 948.76 30328 GDEN2 B 947.98 30329 GDEN2 948.24 30330 GDEN2 948.68 30331 GDEN2 948.99 30332 GDEN2 949.19 30333 GDEN2 950.11 30334 GDEN2 951.01 30335 GDEN2 951.50 30336 GDEN2 952.35 30337 GDEN2 952.15 30338 GDEN2 952.90 30339 GDEN2 E B VLN1 952.82 30340 GND 953.68 30341 GND 954.57 30342 GND 954.95 30343 GND 954.93 30344 GND 955.22 30345 GND 957.95 30346 GND 960.7630347 GND 961.7330348 GND 962.27 30349 GND 964.90 30350 GND 968.25 30351 GND 971.0430352 GND 974.12 30353 GND 977.42 30354 GND 977.94 30355 GND 975.35 30356 GND 973.43 30357 GND 970.64 30358 GND 968.24 30359 GND 972.43 30360 GND 972.02 30361 GND 967.97 30362 GND 965.10 30363 GND 962.84 30364 GND 961.05 30365 GND 960.82 30366 GND 959.97 30367 GND 959.39 30368 GND 957.46 30369 GND 955.67 30370 GND 958.00 30371 GND 959.22 30372 GND 959.66 30373 GND 959.56 30374 GND 959.82 30375 GND 960.74 30376 GND 962.39 30377 GND 964.35 30378 GND 966.98 30379 GND 963.60 30380 GND 961.58 30381 GND 959.91 30382 GND 958.70 30383 GND 958.49 30384 GND 959.82 30385 GND 960.29 30386 GND 959.25 30387 GND 956.24 30388 GND 956.11 30389 GND 958.67 30390 GND 961.54 30391 GND 960.65 30392 GND 958.16 30393 GND 957.4830394 GND 959.21 30395 GND 961.0230396 GND 961.1430397 GND 961.83 30398 GND 959.22 30399 GND 957.33 30400 GND 956.06 30401 GND 955.36 30402 GND 952.74 30403 GND 949.31 30404 GND 948.34 30405 GND 948.39 30406 GND 950.42 30407 GND 953.19 30408 GND 956.37 30409 GND 957.76 30410 GND 958.67 30411 GND 959.86 30412 GND 959.95 30413 GND 959.20 30414 GND 958.97 30415 GND 956.66 30416 GND 953.35 30417 GND 950.28 30418 GND 948.84 30419 GND 948.70 30420 GND 950.36 30421 GND 953.21 30422 GND 956.42 30423 GND 957.79 30424 GND 957.26 30425 GND 957.32 30426 GND 957.52 30427 GND 957.22 30428 GND 956.79 30429 GND 956.42 30430 GND 956.75 30431 GND 955.08 30432 GND 952.28 30433 GND 950.20 30434 GND 949.22 30435 GND 949.97 30436 GND 951.71 30437 GND 953.71 30438 GND 954.91 30439 GND 956.60 30440 GND 957.79 30441 GND 958.63 30442 GND 961.29 30443 GND 959.46 30444 GND 956.97 30445 GND 954.40 30446 GND 951.67 30447 GND 950.45 30448 GND 951.82 30449 GND 953.22 30450 GND 953.61 30451 GND 953.82 30452 GND 953.97 30453 GND 954.61 30454 GND 955.89 30455 GND 955.02 30456 GND 955.54 30457 GND 956.91 30458 GND 958.09 30459 GND 960.02 30460 GND 958.34 30461 GND 956.22 30462 GND 954.26 35000 GND 949.63 35001 GND 950.12 35002 GND 955.40 35003 GND 963.72 35004 GND 964.05 35005 GND 957.92 35006 GND 951.34 35007 VLN B 949.58 35008 VLN 949.33 35009 VLN 949.33 35010 VLN 950.44 35011 VLN 950.93 35012 VLN GND 947.60 35013 VLN GND 945.02 35014 GND 948.29 35015 GND 952.58 35017 GND 957.43 35018 GND 963.59 35019 GND 964.28 35020 GND 958.56 35021 GND 952.85 35022 VLN GND 951.01 35023 VLN GND 951.14 35024 VLN GND 951.60 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 35030 GND 954.22 35031 GND 957.52 35032 GND 957.69 35033 GND 956.56 35034 GND 956.99 35035 GND 960.15 35036 GND 964.53 35037 GND 964.98 35038 GND 962.15 35039 GND 960.4935040 GND 960.10 35041 GND 962.19 35042 GND 963.25 35043 GND 963.31 35044 GND 964.62 35045 GND 964.39 35046 GND 964.80 35047 GND 961.09 35048 GND 956.25 35049 GND 953.9735050 GND 953.29 35051 GND 948.29 35052 GND 945.43 35053 RIP B 946.8135054 RIP 945.15 35055 RIP 944.7935056 RIP 944.45 35057 RIP 945.13 35058 RIP 945.00 35059 RIP 945.20 35060 RIP 944.92 35061 RIP 947.13 35062 RIP 948.77 35063 RIP F 948.0635069 GND 945.20 35070 GND 946.70 35071 GND 948.40 35072 GND 949.31 35073 GND 948.00 35074 GND 945.28 35075 WTR B 6' WIDE 943.78 35076 WTR 6' WIDE 942.47 35077 WTR 5' WIDE 941.53 35078 GND 944.84 35079 GND 949.31 35080 GND 950.00 35081 GND 948.67 35082 GND 944.18 35083 WTR 4' WIDE 941.73 35084 WTR 4' WIDE 941.2435085 WTR 4' WIDE 941.2635086 WTR 4' WIDE 941.2035087 WTR 4' WIDE 941.1935088 WTR 4' WIDE 940.70 35089 WTR 4' WIDE 940.70 35090 WTR 4' WIDE 939.35 35092 WTR 4' WIDE 938.73 35093 WTR 8' WIDE 938.28 35094 WTR 8' WIDE 938.28 35095 WTR 8' WIDE 938.38 35096 WTR 8' WIDE 937.0635097 WTR 6' WIDE 937.34 35098 WTR 4' WIDE 936.56 35099 WTR 3' WIDE 944.30 35100 WTR E 3' WIDE 935.78 35101 GND 945.62 35102 GND 943.13 35103 GND 944.8735104 GND 947.69 35105 GND 945.84 35106 GND 943.20 35107 GND 941.12 35108 GND 944.73 35109 GND 943.10 35110 GND 943.34 35111 GND 940.98 45415 CON B J45417 950.78 45417 CON B 953.82 45418 CON1 B 953.8245419 CON1 954.06 45420 CON1 E 954.94 45421 CON1 B 954.94 45422 CGB B J45421 954.96 45427 CON1 954.17 45428 CON 954.06 45524 CON1 B J45418 950.83 45526 GND 952.40 45529 ETR.C B 945.86 45530 ETR.C 945.90 45531 ETR.C 945.99 45532 ETR.C F 945.90 45533 VLN B J41063 945.95 45534 VLN 948.90 45536 VLN 948.79 45537 VLN 949.54 45538 VLN 949.28 45539 GND 949.16 45540 GND 946.97 45541 GND 949.17 45542 GND 947.45 45543 GND 945.47 45544 GND 945.97 45545 GND 944.86 45546 GND 946.21 45547 GND 947.97 45548 GND 948.34 45549 GND 947.30 45550 GND 949.12 45551 GND 945.80 45552 GND 945.49 45553 GND 945.08 45554 GND 944.16 45555 GND 943.86 45556 GND 944.07 45557 GND 944.3245558 GND 945.57 45559 GND 949.84 26 TRAV 937.88 40882 TRAV NAIL 924.44 45416 TRAV NAIL 953.86 45525 TRAV NAIL 947.15 45535 TRAV NAIL 948.30 444444444444888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 95 2 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 9 5 4 9549 5 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0 96 5 970 95795 8 95 9 96 1 9 6 2 96 396 496 696796896 9 9 7 1 9 7 2 9 7 3 974 965966967968970 975 966 967 968 969 971972973974 976977978979 970975 969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 94 19429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 4 1942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 94694594 3944946 8 88940938939941942930 935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954 956972973974952 8884444950 947948949 951 952953 951INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL DOUBLE SILT FENCE TYP-SEE DETAIL DOUBLE SILT FENCE TYP-SEE DETAIL DOUBLE SILT FENCE TYP-SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL SILT FENCE AROUND BASIN IMMEDIATELY AFTER CONSTRUCTION TO PROTECT BASIN TYP-SEE DETAIL SILT FENCE AROUND BASIN IMMEDIATELY AFTER CONSTRUCTION TO PROTECT BASIN TYP-SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL SILT FENCE TYP-SEE DETAIL BIOROLL DITCH CHECK TYP-SEE DETAIL BIOROLL DITCH CHECK TYP-SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL EROSION CONTROL BLANKET SEE DETAIL ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE LF EROSION CONTROL BLANKET SY INLET PROTECTION EA QUANTITY 2 1 ±6,480 ±6,670 34 BIOROLLS LF ±360 N SCALE IN FEET 0 50 100 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 C3.4 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 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. SWPPP LEGEND INLET PROTECTION SILT FENCE EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN BIO ROLLS EROSION CONTROL BLANKET RPBCWD STANDARD EROSION CONTROL NOTES 1.NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTENT POSSIBLE. 2.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION. 3.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED. 4.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED. 5.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. 6.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION. 7.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARE TO PROTECT UTILITIES, TREE ROOTS, AND OTHER EXISTING VEGETATION. 8.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE. 9.THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST. 10.ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. 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 C3.5 SWPPP NOTES & DETAILS SWPPP NOTES SITE VICINITY MAP CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP PROJECT SITE * BIO-ROLL OR ROCK LOG NOTES: 1.PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH. 2.POSTS SHALL BE: ·6 FT MAX. SPACING. ·STANDARD STEEL T-TYPE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. 4.ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5.BACKFILL TRENCH & COMPACT. 6.STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. DRAWN 11/2016 LOUCKS PLATE NO. 3002LOUCKS 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2'-0'' SPACING. DRIVE THROUGH NETTING, NOT PENETRATING FIBER LOG. STRAW OR WOOD FIBER 9" OR 12'' DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FL O W TRENCH IF LOOSE SOILS FLOW ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE 1 NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1.GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. EROSION CONTROL BLANKET 6" 6" 1' TO 3'ANCHOR TRENCH 1.DIG 6"X6" TRENCH 2.LAY BLANKETS IN TRENCH 3.STAPLE AT 1.5' INTERVALS 4.BACKFILL WITH NATURAL SOIL AND COMPACT. 5.BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. DI R E C T I O N O F SU R F A C E F L O W STAGGER JOINTS DRAWN 2/2016 LOUCKS PLATE NO. 3016LOUCKS * PROJECT SITE 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING PROPOSED BUILDINGS, SURFACE PAVEMENTS, UTILITIES, AND STORMWATER MANAGEMENT SYSTEMS. 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP (SUMMER 2023) 2.INSTALL INLET PROTECTION (SUMMER 2023) 3.INSTALL SILT FENCE AROUND SITE (SUMMER 2023) 4.CLEAR AND GRUB SITE (SUMMER 2023) 5.STRIP AND STOCKPILE TOPSOIL (SUMMER 2023) 6.REMOVE PAVEMENTS AND UTILITIES (SUMMER 2023) 7.ROUGH GRADE SITE (SUMMER 2023) 8.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE (SUMMER 2023) 9.INSTALL UTILITIES (FALL 2023) 10.INSTALL BUILDING FOUNDATIONS (FALL 2023) 11.INSTALL CURB AND GUTTER (SPRING 2024) 12.INSTALL PAVEMENTS AND WALKS (SPRING 2024) 13.FINAL GRADE SITE (SPRING 2024) 14.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS (DATE) 15.SEED AND MULCH (SUMMER 2024) 16.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA: DISTURBED AREA: 17.200 AC PRE-CONSTRUCTION IMPERVIOUS AREA: 0.000 AC POST-CONSTRUCTION IMPERVIOUS AREA: 9.415 AC GENERAL SOIL TYPE:SEE GEOTECHNICAL REPORT B2207371, DATED NOVEMBER 4, 2022, PROVIDED BY BRAUN INTERTEC HYDROLOGY INFORMATION: SEE HYDROLOGY REPORT PREPARED BY LOUCKS 4.EROSION AND SEDIMENT CONTROLS WERE DESIGNED TO EFFECTIVELY CONTROL STORMWATER RUNOFF WITHIN THE PROJECT AREAS. EROSION AND SEDIMENT CONTROL HAVE BEEN PROPOSED TO MINIMIZE CHANNEL EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS. FACTORS THAT WERE CONSIDERED INCLUDE PROPOSED IMPERVIOUS AREAS, SLOPE OF IMPERVIOUS SURFACES, STORMWATER INFRASTRUCTURE DISCHARGE POINTS, AND ANNUAL AVERAGE PRECIPITATION DATA FOR THE PROJECT AREA. 5.CARVER COUNTY RECEIVES AN AVERAGE OF 31 INCHES OF PRECIPITATION PER YEAR. THE FOLLOWING CARVER COUNTY 24-HOUR STORM EVENTS ARE BASED ON ATLAS 14 RAINFALL DATA: 2-YR 2.87 INCHES 10-YR 4.27 INCHES 100-YR 7.41 INCHES 6.SEE "EXHIBIT: PROPOSED DRAINAGE AREAS" FOR SITE MAP WITH DRAINAGE AREA BOUNDARIES. 7.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 8.CONTRACTOR SHALL INSTALL RAIN GAUGE ON SITE. 9.GROUNDWATER & DEWATERING A.REFER TO THE GEOTECHNICAL REPORT BY BRAUN INTERTEC FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. B.FOLLOW LOCAL, STATE, AND FEDERAL REGULATIONS FOR GROUNDWATER PUMPING AND OBTAIN ALL NECESSARY PERMITS. A WATER USE PERMIT FROM THE DNR IS REQUIRED WHEN WITHDRAWING MORE THAN 10,000 GALLONS OF WATER PER DAY OR 1 MILLION GALLONS PER YEAR. C.DISPERSE DISCHARGE USING APPROPRIATE ENERGY DISSIPATION MEASURES. D.BMPS SHALL BE USED TO PREVENT TURBID OR SEDIMENT LADEN WATERS FROM LEAVING SITE. E.DEWATERING SHALL NOT CAUSE NUISANCE CONDITIONS INCLUDING BUT NOT LIMITED TO EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS THAT CAUSES SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. 10.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC FOR INFORMATION AND RECOMMENDATIONS RELATED TO SOIL CONTAMINATION. 11.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 12.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. 13.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 14.SOIL COMPACTION SHALL BE MINIMIZED DURING CONSTRUCTION. 15.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 16.SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED ON ALL DOWNGRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES. 17.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 18.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 19.NO VEHICLE WASHING ALLOWED ON SITE. 20.NO ENGINE DEGREASING IS ALLOWED ON SITE. 21.THE OWNER IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR IS RESPONSIBLE FOR COMPLIANCE WITH SECTIONS 3, 4, 6-22, 24 AND APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23. 22.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER THE FOLLOWING CONDITIONS HAVE BEEN MET: A.PERMIT TERMINATION CONDITIONS, PER NPDES PERMIT SECTION 13.1 HAVE BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. A.A.PERMANENT UNIFORM PERENNIAL VEGETATIVE COVER MUST BE ESTABLISHED AT 70% DENSITY OF ITS EXPECTED FINAL GROWTH. A.B.THE PERMANENT STORMWATER TREATMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS, AND IS OPERATING AS DESIGNED. A.C.ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED. A.D.CLEAN OUT SEDIMENT FROM CONVEYANCE SYSTEMS AND PERMANENT STORMWATER TREATMENT SYSTEMS (RETURN TO DESIGN CAPACITY). 23. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. F.OBSERVE ANY DISCHARGE OCCURRING ONSITE AND DOCUMENT CORRECTIVE ACTIONS TAKEN. DISCHARGE SHOULD BE DESCRIBED AND PHOTOGRAPHED. 24. MINIMUM MAINTENANCE A.ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW. B.REPAIR, REPLACE, OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1 2 THE HEIGHT OF THE DEVICE. C.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. D.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN CALENDAR DAYS OF DISCOVERY. E.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITHIN (1)ONE CALENDAR DAY. F.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS. 25.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 26.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 27.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 28.CONCRETE WASHOUT AREA A.THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS, CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE CLEANOUT, ETC. B.ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 22.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 23.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 24.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 25.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT:TBD COMPANY:TBD PHONE: TBD B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CONTACT:TBD COMPANY: TBD PHONE: TBD 33.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. 34.EROSION CONTROL DEVICES CANNOT BE REMOVED UNTIL THE WATERSHED DISTRICT HAS DETERMINED THE SITE HAS BEEN PERMANENTLY RESTABALIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. 40645 GND 964.44 40646 GND 963.72 40647 VLN 964.41 40648 VLN 962.39 40649 VLN 959.62 40650 GND 958.80 40651 GND 957.50 40652 VLN 957.48 40653 GND 960.90 40654 GND 960.58 40660 GND 964.90 40661 GND 964.26 40662 GND 957.92 40663 GND 964.21 40665 GND 964.85 40666 GND 960.01 40667 GND 956.70 40668 VLN 956.25 40669 GND 956.37 40670 GND 958.73 40671 VLN 962.42 40682 GND 952.5140683 GND 952.14 40684 GND 958.64 40686 GND 960.79 40687 GND 955.77 40688 GND 953.95 40689 GND 955.0240690 GND 954.48 40691 GND 958.55 40692 GND 962.46 40698 GND 952.22 40699 GND 950.82 40700 GND 949.34 40701 GND 950.94 40705 VLN 946.28 40706 GND 947.16 40707 GND 947.17 40708 GND 944.51 40709 VLN 943.80 40710 GND 942.32 40711 GND 943.91 40712 VLN 943.85 40713 GND 943.51 40714 GND 944.29 40715 VLN 944.34 40755 VLN 938.53 40756 GND 940.98 40757 GND 935.62 40758 GND 930.54 40759 WTR1 928.90 40760 WTR1 928.98 40761 GND 931.17 40762 GND 935.92 40763 GND 931.51 40764 VLN 932.49 40765 WTR1 929.41 40766 WTR1 929.59 40767 GND 930.76 40768 GND 930.82 40769 WTR1 929.9640770 GND 931.26 40771 GND 931.54 40772 GND 931.90 40773 WTR1 930.20 40774 GND 932.12 40775 WTR1 931.00 40776 GND 932.23 40777 GND 934.60 40778 GND 932.6940779 WTR1 2' 931.7840780 GND 935.10 40781 GND 934.0240782 VLN 934.16 40783 GND 935.72 40784 WTR1 E 3' 932.12 40785 GND 935.27 40786 GND 935.82 40787 VLN 936.20 40788 GND 938.66 40789 GND 940.37 40790 VLN 940.37 40791 VLN 941.08 40792 GND 941.34 40793 GND 942.79 40794 VLN 943.76 40795 GND 944.41 40796 GND 942.22 40797 GND 941.93 40798 GND 944.56 40799 GND 947.25 40800 GND 946.51 40801 GND 943.95 40802 VLN 945.86 40803 GND 946.69 40804 VLN 944.72 40805 GND 943.63 40806 GND 944.32 40807 VLN 945.14 40808 GND 944.99 40809 VLN 946.90 40810 GND 944.31 40811 GND 943.24 40812 GND 942.44 40813 GND 942.92 40814 GND 941.15 40815 GND 940.51 40816 GND 938.15 40817 GND 938.08 40818 GND 938.48 40819 GND 932.27 40820 GND 932.53 40821 GND 931.53 40822 GND 930.86 40823 GND 935.53 40824 GND 937.70 40830 GND 941.80 40831 GND 940.08 40832 GND 943.23 40833 GND 941.42 40834 GND 940.05 40835 GND 938.89 40836 GND 937.56 40837 GND 939.46 40838 GND 939.97 40839 GND 941.22 40840 GND 940.42 40841 GND 939.87 40842 GND 939.70 40843 GND 939.30 40844 GND 940.36 40845 GND 940.87 40846 GND 941.07 40847 GND 942.13 40848 GND 941.8740849 GND 941.68 40850 VLN 949.08 40851 GND 950.11 40852 GND 953.34 40853 GND 953.07 40854 VLN 952.61 40855 GND 952.75 40856 GND 951.24 40857 GND 951.65 40858 VLN 951.83 40859 GND 952.61 40860 GND 957.96 40861 GND 953.43 40862 GND 953.10 40863 GND 954.14 40864 VLN 952.32 40865 VLN 955.91 40866 GND 955.66 40867 GND 957.11 40868 GND 959.17 40869 GND 960.16 40870 GND 960.24 40871 GND 956.14 40872 VLN 957.43 40873 VLN 965.06 40874 GND 962.93 40875 GND 959.79 41051 GND 941.44 41052 GND 943.28 41054 GND 942.43 41055 GND 939.84 41056 GND 940.29 41057 GND 940.64 41148 GND 952.44 41149 GND 949.46 41150 GND 948.58 41151 GND 946.24 41152 GND 936.64 41165 GND 946.29 41170 GND 949.60 41171 GND 949.07 35025 VLN GND 952.70 35026 VLN GND 952.22 35027 VLN GND 952.91 35028 VLN E J40865 955.39 35029 GND 955.03 888888888 951945 950 955 960 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 9 4 094594 19429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 4 1942 94595094394494694794894994594 3 9 4 4946 8 8 2.4%1.7%1.3%50.18 49.98 51.2450.80 50.25 52.21 52.50 65.00 NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 NURP POND SEE DETAIL WEIR OVERFLOW 10' INV= 946.00 BBA A A 910 920 930 940 950 960 970 910 920 930 940 950 960 970 B 910 920 930 940 950 960 970 980 910 920 930 940 950 960 970 980 100 90 80 70 60 50 40 30 20 10 944.7℄933.0010 20 30 40 50 60 70 80 90 100 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 944.4℄933.0010 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 40037 CGB 953.4040041 CGB AB 951.4340042 CGB 949.77 40043 CGB AE AB 948.25 40047 CGB 946.30 40048 CGB 944.50 40051 CGB 942.15 40053 CGB 940.81 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 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 937.69 40542 BIT AE 938.60 40543 BIT 940.74 40544 BIT E J40139 941.93 40545 GND 945.11 40546 GND 949.88 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 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 946.71 941.18 41004 GND 935.89 41005 GND 932.36 41006 GND 936.27 41008 WTR1 922.81 41009 WTR1 923.07 925.12 41016 GND 930.54 41017 GND 929.36 41018 GND 929.07 41023 GND 933.83 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 30010 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 30072 GND 938.02 30073 GND 939.91 30074 GND 943.18 30075 GND 946.53 30076 GND 942.31 30077 GND 939.67 30085 GND 940.69 30086 GND 942.89 30087 GND 947.86 30088 GND 949.31 30089 GND 944.77 30090 GND 941.70 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 945.8444 4448888 9 5 4952952940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 946940941942 888444444950 947 948 949 951 952 953 2.1%2.1%51.40 51.40 50.97 52.91 52.12 52.50 52.50 52.88±EX 54.15±EX 53.94±EX 51.42 51.61 TW=49.00BW=43.00 TW=38.35BW=38.25 SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 NURP POND SEE DETAIL 8888 DDC C C 910 920 930 940 950 960 970 910 920 930 940 950 960 970 D 910 920 930 940 950 960 970 910 920 930 940 950 960 970 130 120 110 100 90 80 70 60 50 40 30 20 10 933.0℄933.0010 20 30 40 50 60 70 80 90 100 110 120 130 140 140 130 120 110 100 90 80 70 60 50 40 30 20 10 954.7℄933.0010 20 30 40 50 60 70 80 90 100 110 120 130 140 150 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 C3.6 POND CROSS SECTIONS 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 NORTH POND SOUTH POND CROSS SECTION A CROSS SECTION B CROSS SECTION C CROSS SECTION D 3506 5 STC 3 0 " R C P 945. 1 53506 8 STC 1 2 " R C P 944. 0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 8 88888888884444N SCALE IN FEET 0 50 100 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 C4.0 UTILITY PLAN OVERALL 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. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 3506 5 STC 3 0 " R C P 945. 1 5 3506 8 STC 1 2 " R C P 944. 0 3 4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 8 8 888888888365 LF-42" RCP @ 1.25% (PUBLIC PIPE) SKIMMER STRUCTURE INLET=952.25 WEIR=951.50 OUTLET=945.20 SEE DETAIL (PUBLIC STRUCTURE) CB 151 RIM=969.04 INV=965.04 73 LF-12" HDPE @ 2.0% 82 LF-12" PVC @ 5.0% CBMH 150 RIM=969.25 INV(NE)=963.58 INV(SW)=952.27 CB 102 RIM=950.84 INV=947.34 163 LF-12" PVC @ 0.50% CBMH 140 RIM=951.80 INV=948.17 29 LF-12" HDPE @ 1.0% 91 LF-12" PVC @ 1.8% 36 LF-12" HDPE @ 2.0% 82 LF-18" HDPE @ 1.0% CB 111 RIM=952.44 INV=948.44 CBMH 110 RIM=952.06 INV(NW,E)=947.73 INV(SW)=946.73 CBMH 100 RIM=951.06 INV(NE)=945.91 INV(N)=945.83 INV(W)=945.41 191 LF-12" HDPE @ 0.75% CB 130 RIM=954.65 INV=951.00 CBMH 121 RIM=955.76 INV(S)=951.64 INV(W)=951.54 121 LF-12" HDPE @ 1.5% STMH 91 RIM=950.81 INV(E)=945.25 WEIR= 947.25 INV(W)=946.0 OUTLET INV=945.35 OCS 41 RIM=945.15 INV(NE)=938.0 WEIR= 944.25 ORIFICE(10"Wx8"H)= 943.0 INV(SW)=938.0 FES 42 INV=937.44 37 LF-42" RCP @ 1.5% FES 40 W/ RIPRAP INV=932.75 108 LF-42" RCP @ 4.86% NORTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 943.00 BOT= 933.00 HWL= 945.88 WEIR OVERFLOW 10' INV= 946.00 FES 70 W/ RIP RAP INV=943.00 FES 60 W/ RIP RAP INV=943.00 CBMH 90 RIM=950.47 INV(SW)=945.96 CBMH 71 RIM=949.98 INV=943.53 STMH 80 W/DISSIPATOR & SKIMMER RIM=950.91 INV(SE)=945.21 INV(NW,E)=944.27 SUMP=939.27 15 LF-18" HDPE @ 1.6% 148 LF-24" HDPE @ 0.5% 75 LF-24" HDPE @ 0.7% 227 LF-24" PVC @ 0.5% CB 61 RIM=950.25 INV(E)=946.75 INV(W)=946.25 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 44 LF-12" HDPE @ 7.4% ACCESS RISER RIM=951.52 INV=943.50 INLET INV=947.25 INLET INV=947.25 12" ROOF DRAIN STUB INV=947.39 7 LF-12" PVC @ 2.0% W/ INSULATION (VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) EXISTING WETLAND EXISTING 100-YR HWL:955.38 PROPOSED 100-YR HWL:955.36 12" TOP=949.07 12" BOT=947.77 42" TOP=946.04 42" BOT=941.74 IRRIGATION MH 51 RIM=950.83 INV=936.87 BOT=933.00 PUMP DESIGN BY OTHERS FES 50 INV=937.25 76 LF-12" HDPE @ 0.5% 12" ROOF DRAIN STUB INV=947.39 7 LF-12" PVC @ 2.0% W/ INSULATION (VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. CBMH 120 RIM=953.32 INV(N,E)=949.17 INV(W)=949.07 86 LF-12" HDPE @ 2.75% CBMH 101 RIM=950.70 INV=946.53 141 LF-12" HDPE @ 0.50% CBMH 141 RIM=951.97 INV=948.47 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 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 C4.1 UTILITY PLAN NORTH STORM SEWER 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. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444444 88888888888888888888888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.5088888 88888444444FES 20 W/ RIP RAP INV=942.00 FES 10 W/ RIP RAP INV=931.10 (PUBLIC STRUCTURE) 173 LF-24" PVC @ 1.0% STMH 11 RIM=951.12 INV(E)=938.15 INV(W)=931.50 (PUBLIC STRUCTURE) CBMH 22 RIM=948.75 INV(N,S)=944.56 INV(W)=944.06 CBMH 30 RIM=949.45 INV=944.95 58 LF-12" HDPE @ 0.7% 179 LF-12" HDPE @ 1.6% CBMH 32 RIM=957.85 INV(N)=955.85 INV(S)=953.85 INV(NW)=948.50 74 LF-12" HDPE @ 4.2% CBMH 33 RIM=960.43 INV(W)=958.43 INV(N)=956.93 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 131 LF-FRENCH DRAIN W/ 6" PERFORATED PVC @ 2.0% SEE DETAIL 83 LF-12" HDPE @ 0.5% CBMH 23 RIM=949.08 INV=945.41 CBMH 24 RIM=949.42 INV=945.83 199 LF-42" RCP @ 1.25% (PUBLIC PIPE)STMH 12 RIM=951.34 INV=940.64 (PUBLIC STRUCTURE) 82 LF-18" HDPE @ 1.0% CBMH 100 RIM=951.06 INV(NE)=945.91 INV(N)=945.83 INV(W)=945.41 INV(S)=951.64 INV(W)=951.54 252 LF-12" HDPE @ 1.5% CB 122 RIM=959.42 INV=955.42 OUTLET INV=945.35 17 LF-21" CMP @ 3.25% REUSE TANK 306 LF-72" SOLID CMP TOP= 949.50 INV= 943.50 SEE DETAIL 75 LF-60" RCP @ 0.5% (PUBLIC PIPE) OCS 2 RIM=945.00 INV(E)=936.50 WEIR= 943.00 ORIFICE(9"Wx6"H)= 942.00 INV(W)=934.00 FES 3 INV=936.00 48 LF-30" RCP @ 1.0% 116 LF-30" RCP @ 7.76% SOUTH POND TOP OF BERM= 946.50 EOF= 946.00 NWL= 942.00 BOT= 933.00 HWL= 944.40 WEIR OVERFLOW 10' INV= 946.00 CB 92 RIM=949.78 INV(E)=947.03 INV(N)=946.53 114 LF-12" HDPE @ 0.50% CBMH 90 RIM=950.47 INV(SW)=945.96 INV(N,E)=945.45 STMH 80 W/DISSIPATOR & SKIMMER RIM=950.91 INV(SE)=945.21 INV(NW,E)=944.27 SUMP=939.27 15 LF-18" HDPE @ 1.6% 227 LF-24" PVC @ 0.5% CLEANOUT RIM=963.04 INV=961.04 CLEANOUT RIM=964.10 INV=962.10 74 LF-FRENCH DRAIN W/ 6" PERFORATED PVC @ 8.4% SEE DETAIL 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 4" PVC DRAINTILE FINGER DRAIN SLOPE TO DRAIN-TYP 83 LF-12" HDPE @ 1.0% ACCESS RISER RIM=951.70 INV=943.50 ACCESS RISER RIM=952.05 INV=943.50 RIM=951.52 INV=943.50 12" ROOF DRAIN STUB INV=948.00 75 LF-12" PVC @ 1.0% W/ INSULATION (VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) INLET INV=947.25 INLET INV=947.25 INLET INV=947.25 75 LF-12" PVC @ 1.0% PIPING TO PUMP SYSTEM FOR TRUCK WASHING SYSTEM SEE MECHANICAL FOR PUMP DESIGN & ASSOCIATED INFRASTRUCTURE 30 LF-24" HDPE @ 1.0% OUTLET INV=943.50 STMH 31 RIM=952.45 INV(N,S)=948.30 INV(SE,NW)=947.80 45 LF-12" HDPE @ 1.6% CBMH 25 RIM=949.75 INV(N)=946.75 INV(S)=946.25 83 LF-12" HDPE @ 0.5% W/ INSULATION (VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) AREA TO BE OVER-EXCAVATED PRIOR TO RIP-RAP INSTALLATION. NO FILL TO BE PLACED WITHIN 100-YEAR FLOODPLAIN. INV(W)=949.07 86 LF-12" HDPE @ 2.75% 12" TOP=947.30 12" BOT=946.00 60" TOP=936.77 60" BOT=930.77 STMH 21 W/DISSIPATOR & SKIMMER RIM=950.58 INV=943.73 SUMP=938.73 8 LF-21" CMP @ 1.25% FES 1 W/ RIPRAP INV=925.00 40' STORM SEWER EASEMENT 8" TOP=938.64 8" BOT=937.87 60" TOP=936.90 60" BOT=930.90 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 C4.2 UTILITY PLAN SOUTH STORM SEWER 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. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 3506 5 STC 3 0 " R C P 945. 1 5 3506 8 STC 1 2 " R C P 944. 0 3 4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 8 8 8888888888" COMBINED DOMESTIC/FIRE WATER SERVICE (VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) 449 LF-8" PVC @ 2.0% 33 LF-8" PVC @ 2.2% SANMH 4 RIM=951.75 INV(E)=943.76 INV(S)=943.66 8" SANITARY SERVICE STUB INV=944.50 (VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) 8" x 8" TEE (3)-8" GATE VALVES 80 LF-8" C900 WATERMAIN 82 LF-8" C900 WATERMAIN 22.5° 8" BEND 194 LF-8" C900 WATERMAIN 207 LF-8" C900 WATERMAIN 175 LF-8" C900 WATER SERVICE 8" x 6" TEE (3)-8" GATE VALVES 8" x 8" TEE 76 LF-8" C900 WATERMAIN 8"X6" REDUCER 193 LF-8" C900 WATER SERVICE 45° 8" BEND 8" STUB 39 LF-8" C900 PVC WATER SERVICE HYDRANT W/ GATE VALVE 19 LF-6" C900 WATERMAIN 8" GATE VALVE 8" x 6" TEE 65 LF-6" C900 WATERMAIN 252 LF-6" C900 WATERMAIN 55 LF-6" C900 WATERMAIN 80 LF-6" C900 WATERMAIN HYDRANT 45° 6" BEND 45° 6" BEND 45° 6" BEND 22.5° 8" BEND 45° 6" BEND 61 LF-6" C900 WATERMAIN 100 LF-8" C900 WATERMAIN UTILITY PLAN NORTH SANITARY SEWER & WATERMAIN 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 C4.3 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. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 40163 UPD.C COMM 952.21 40165 UPD.C 952.104444444444444444 888888888888888888888888888888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50888888 88888444444EXISTING HYDRANT 8" COMBINED DOMESTIC/FIRE SERVICE (VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) CONNECT TO 8" SANITARY SERVICE STUB @ EXISTING INV= 925.08± 85 LF-8" PVC @ 3.6% SANMH 1 W/ STRUCTURE MARKER PER CITY SPECIFICATIONS RIM=945.25 INV(N)=928.24 INV(S)=928.14 202 LF-8" PVC @ 2.0% SANMH 2 W/ STRUCTURE MARKER PER CITY SPECIFICATIONS RIM=946.50 INV(N)=932.38 INV(S)=932.28 110 LF-8" PVC @ 2.0% SANMH 3 RIM=951.30 INV(E)=943.70 INV(N)=934.68 INV(S)=934.58 40 LF-8" PVC @ 2.0% 8" SANITARY SERVICE STUB INV=944.50 (VERIFY LOCATION, INVERT, & SIZE W/ MECHANICAL) HYDRANT W/ GATE VALVE 22 LF-6" C900 WATERMAIN CONNECT TO EX. 8" WATER STUB (FIELD VERIFY EXISTING LOCATION, SIZE & MATERIAL)CONNECT TO EX. 8" WATER STUB (FIELD VERIFY EXISTING LOCATION, SIZE & MATERIAL) HYDRANT W/ GATE VALVE 22 LF-6" C900 WATERMAIN 35 LF-8" C900 WATERMAIN 45° 8" BEND 255 LF-8" C900 WATERMAIN 233 LF-8" C900 WATERMAIN 454 LF-8" C900 WATERMAIN 8" x 8" TEE (3)-8" GATE VALVES 60 LF-8" C900 WATER SERVICE 28 LF-8" C900 WATERMAIN 58 LF-8" C900 WATERMAIN 45° 8" BEND 45° 8" BEND 8" x 6" TEE 6 LF-8" C900 WATERMAIN 8" x 6" TEE 8" x 8" TEE 8" STUB 39 LF-8" C900 PVC WATER SERVICE (3)-8" GATE VALVES 100 LF-8" C900 WATERMAIN 35 LF-8" C900 WATERMAIN UTILITY PLAN SOUTH SANITARY SEWER & WATERMAIN 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 C4.4 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. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. 444444488888888888888888888888888888888888FES 10 W/ RIP RAP INV=931.10 75 LF-60" RCP @ 0.50% STMH 11 RIM=951.12 INV (E)=938.15 INV (W) = 931.50 199 LF-42" RCP @ 1.25% STMH 12 RIM=951.34 INV=940.64 365 LF-42" RCP @ 1.25% SKIMMER STRUCTURE INLET=952.25 WEIR=951.50 OUTLET=945.20 SEE DETAIL 12" TOP=949.07 12" INV=947.77 42" TOP=946.04 42" INV=941.74 8888AABBCCDD12" TOP=947.30 12" INV=946.00 42" TOP=936.77 42" INV=930.77 930 935 940 945 950 955 960 965 930 935 940 945 950 955 960 965 -1+00 935.8931.41931.10+00 951.00943.8951.52947.31+00 952.40950.7951.90952.32+00 951.36952.6951.90951.13+00 952.61949.5952.58949.54+00 954.29949.8955.95949.95+00 957.76950.6962.20951.36+00 953.84952.27+00 8+00 9+00 199 LF 42" RCP @ 1.25% 365 LF 42" RCP @ 1.25% 75 LF 60" RCP @ 0.53%STMH 11RIM=951.12INV=938.15 (42") EINV=931.50 (60") WSTMH 12RIM=951.10INV=940.64 (42") NEINV=940.64 (42") W12" HDPE 8" PVC C900 WM INV. 945.20 INLET 952.25 SKIMMER OUTLET STRUCTURE (SEE C8.3 FOR DETAILS) 12" PVC 12" PVC INV. 931.10 12" HDPE VERTICAL DEFLECTION TO 13' DEPTH AT PIPE CROSSING 8" PVC 88OCS 51 RIM=945.15 INV(E)=938.0 WEIR= 944.25 ORIFICE(10"Wx8"H)= 943.0 INV(W)=938.0 FES 52 INV=937.44 37 LF-42" RCP @ 1.5% FES 50 W/ RIPRAP INV=932.75 108 LF-42" RCP @ 4.86% WEIR OVERFLOW 10' INV= 946.00 930 935 940 945 950 955 960 930 935 940 945 950 955 960 936.5-0+50 932.73932.70+00 941.14941.1946.50943.01+00 934.87944.8940.79950.52+00 950.52+00 108 L F 4 2" R C P @ 4.8 8 % 37 LF 42" RCP @ 1.50%OCS 51RIM=945.15INV=938.00 (42") NEINV=938.00 (42") SWWEIR=944.2510"X8" ORIFICE=943.00END SECTIONS SHOWN NOT TO SCALE INV. 932.75 INV. 937.44 884444OCS 2 RIM=945.00 INV(E)=936.50 WEIR= 943.00 ORIFICE(9"Wx6"H)= 942.00 INV(W)=934.0 FES 3 INV=936.00 48 LF-30" RCP @ 1.00% FES 1 W/ RIPRAP INV=925.00 116 LF-30" RCP @ 7.76% WEIR OVERFLOW 10' INV= 946.00 88920 925 930 935 940 945 950 955 960 920 925 930 935 940 945 950 955 960 931.3-0+50 925.08925.10+00 939.06939.1946.50946.11+00 940.06953.42+00OCS 2RIM=945.00INV=936.50 (30") EINV=934.00 (30") NWWEIR=943.09"WX6"H ORIFICE=942.00END SECTIONS SHOWN NOT TO SCALE INV. 925.00 INV. 936.00 48 LF 30" RCP @ 1.04% 116 LF 30" R C P @ 7.79 % (A) 910 920 930 940 950 960 970 910 920 930 940 950 960 970 50 40 30 20 10 944.3℄951.0710 20 30 40 50 SEWER ESMT 1:1 SLOPE PIPE TRENCH SEWER ESMT INV 930.65 (B) 910 920 930 940 950 960 970 910 920 930 940 950 960 970 50 40 30 20 10 950.7℄952.4010 20 30 40 50 1:1 SLOPE PIPE TRENCH SEWER ESMT SEWER ESMT 72" SOLID CMP REUSE TANK INV 943.50 INV 938.50 34.0' FUELING STATION (C) 910 920 930 940 950 960 970 910 920 930 940 950 960 970 50 40 30 20 10 949.5℄952.6110 20 30 40 50 1:1 SLOPE PIPE TRENCH SEWER ESMT SEWER ESMT INV 941.00 (D) 920 930 940 950 960 970 980 920 930 940 950 960 970 980 50 40 30 20 10 950.6℄957.7610 20 30 40 50 1:1 SLOPE PIPE TRENCH SEWER ESMT SEWER ESMT INV 943.50 N SCALE IN FEET 0 50 100 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 C4.5 STORM MAIN & POND OUTLET PROFILES 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. SANITARY SEWER & WATERMAIN NOTES 1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 10.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 11.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 12.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. SOUTH POND OUTLETNORTH POND OUTLET STORM MAINLINE N N STORM MAINLINE CROSS SECTIONS 3506 5 STC 3 0 " R C P 945. 1 53506 8 STC 1 2 " R C P 944. 0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 8 88888888884444N SCALE IN FEET 0 50 100 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 C4.6 FOUNDATION DRAINTILE OVERALL 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. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. NOTES: CAST IRON CASTING REQUIRED. SEE SPECIFICATIONS. END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 80 VARIES VARIES ONE PIECE 8" PVC SCH. 80 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315LOUCKS PVC WYE SCH. 80 DRAWN 3/2018 LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL NOT TO SCALE NOTE 1.SEE MECHANICAL PLANS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.COORDINATE W/ WALL SUPPLIER FOR SLEEVES THROUGH SITE WALLS. 3.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION (SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) DRAWN 3/2018 LOUCKS PLATE NO.EXTERIOR FOUNDATION DRAINTILE DETAIL DROPPED FOOTING LOCATIONS NOT TO SCALE 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION (SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION INV=949.00 NOTE 1.SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) 3506 5 STC 3 0 " R C P 945. 1 5 3506 8 STC 1 2 " R C P 944. 0 3 4444444448888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 8 8 888888888CONNECT TO CBMH 61 @ INV=946.75 (2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=957.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.70± INV=949.00± TYP-SEE DETAIL 275 LF-6" PVC DRAINTILE INV=949.00± DT INV=949.00± 111 LF-6" SOLID PVC @ 2.0% 670 LF-6" PVC DRAINTILE INV=949.00± 775 LF-6" PVC DRAINTILE INV=949.00± 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=974.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=974.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=964.95± INV=949.00± TYP-SEE DETAIL 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 C4.7 FOUNDATION DRAINTILE NORTH 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. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. NOTES: CAST IRON CASTING REQUIRED. SEE SPECIFICATIONS. END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 80 VARIES VARIES ONE PIECE 8" PVC SCH. 80 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315LOUCKS PVC WYE SCH. 80 DRAWN 3/2018 LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL NOT TO SCALE NOTE 1.SEE MECHANICAL PLANS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.COORDINATE W/ WALL SUPPLIER FOR SLEEVES THROUGH SITE WALLS. 3.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION (SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) DRAWN 3/2018 LOUCKS PLATE NO.EXTERIOR FOUNDATION DRAINTILE DETAIL DROPPED FOOTING LOCATIONS NOT TO SCALE 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION (SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION INV=949.00 NOTE 1.SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444444 88888888888888888888888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.5088888 88888444444CONNECT TO CBMH 25 @ INV=946.75 CONNECT TO STMH 31 @ INV=948.30 250 LF-6" PVC DRAINTILE INV=949.00± 320 LF-6" PVC DRAINTILE INV=949.00±(2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=959.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=959.45± INV=949.00± TYP-SEE DETAIL 35 LF-6" SOLID PVC @ 2.0% DT INV=949.00± DT INV=949.00± 390 LF-6" PVC DRAINTILE INV=949.00± 390 LF-6" PVC DRAINTILE INV=949.00± 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=959.45± INV=949.00± TYP-SEE DETAIL (2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 12 LF-6" SOLID PVC @ 5.8% (2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=957.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=960.95± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.70± INV=949.00± TYP-SEE DETAIL DT INV=949.00± 275 LF-6" PVC DRAINTILE INV=949.00± 235 LF-6" PVC DRAINTILE INV=949.00± 58 LF-6" SOLID PVC @ 3.9% CONNECT TO CBMH 92 @ INV=947.03 DT INV=949.00± 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL (2)-8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 310 LF-6" PVC DRAINTILE INV=949.00± 260 LF-6" PVC DRAINTILE INV=949.00± 88 LF-6" SOLID PVC @ 2.2% 8" CLEANOUT W/ CAST IRON FRAME & COVER RIM=952.45± INV=949.00± TYP-SEE DETAIL 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 C4.8 FOUNDATION DRAINTILE 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. STORM SEWER NOTES 1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES. 5.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN. 6.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40). 7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR ENGINEER'S REVIEW. 8.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES. 9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714. ALL JOINTS AND CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4714). 10.REFER TO GEOTECHNICAL EVALUATION REPORT AS PREPARED 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. 11.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS & ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS. 12.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE GOVERNING AGENCIES. NOTES: CAST IRON CASTING REQUIRED. SEE SPECIFICATIONS. END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 80 VARIES VARIES ONE PIECE 8" PVC SCH. 80 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315LOUCKS PVC WYE SCH. 80 DRAWN 3/2018 LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL NOT TO SCALE NOTE 1.SEE MECHANICAL PLANS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.COORDINATE W/ WALL SUPPLIER FOR SLEEVES THROUGH SITE WALLS. 3.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION (SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) DRAWN 3/2018 LOUCKS PLATE NO.EXTERIOR FOUNDATION DRAINTILE DETAIL DROPPED FOOTING LOCATIONS NOT TO SCALE 2" MIN. 5" MIN. 6" MIN. FINISHED FLOOR ELEVATION APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASHED AND FREE OF FINE PARTICLES NON-WOVEN GEOTEXTILE FABRIC AROUND DRAINAGE ROCK - MNDOT 3733, TYPE 1 FOUNDATION (SEE STRUCTURAL) 6" PERFORATED SCHEDULE 80 PVC PIPE 5" FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR PLACEMENT OF INSULATION INV=949.00 NOTE 1.SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2.NON-WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. PIPE DETAIL 160° 90° 1 4" DIA. HOLE TYPICAL TRENCH DETAIL APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) 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 C8.0 CIVIL DETAILS 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 C8.1 CIVIL DETAILS 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 C8.2 CIVIL DETAILS 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 C8.3 CIVIL DETAILS 12" COMPACTED AGGREGATE BASE CL. 5 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE GRAVEL PAVEMENT SECTION DRAWN 6/2020 LOUCKS PLATE NO. LOUCKS TYPICAL ADA PARKING STALL STRIPING DRAWN 03/2017 LOUCKS PLATE NO. 2037LOUCKS LCC 4" WIDE PAINTED LINES, TRAFFIC WHITE 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) REFER TO SITE PLAN FOR STALL DIMENSIONS 40"PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. HC SIGNAGE PER MINNESOTA RULES 1341.0502 ALL LINES 4" WIDE 8" DIAMETER NOT TO SCALE 67.5° 5° 36" SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE (3/4" PER FT. TYP.) TIP GUTTER OUT AS REQ'D PAVEMENT SECTION VARIES MIN. OF 4" 3/8 " LIP MINIMUM 1' BEHIND BACK OF CURBAGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 7" 12"8" AGG. BASE VARIES 1/2" RAD. 20" DRAWN 1/2014 LOUCKS PLATE NO. 2012FLAT CURB AND GUTTER (12") SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. LOUCKS CONCRETE SIDEWALK SECTION 4" CONCRETE WALK MN/DOT 2521 4" GRANULAR MATERIAL MN/DOT 3149 DRAWN 12/2016 LOUCKS PLATE NO. 2034 BOLLARD 1/2" CROWN 1" CROWN 3'-6"3'-0"6"24" DIA. 2,500 PSI CONCRETE 6" DIP, CONC. FILLED, PAINT COLOR TO BE SELECTED BY OWNER DRAWN 12/2016 LOUCKS PLATE NO. 2039LOUCKS EV CHARGING SIGN 3#/FT. 3#/FT. TRAFFIC SIGN SPECIFICATIONS OWNER PROVIDED. CHANNEL POST SPECIFICATIONS STEEL CHANNEL POSTS SHALL WEIGH 3LB. /FT. POSTS SHALL BE OF THE 4-RIB DESIGN, GALVANIZED AND PUNCHED ON 1" CENTERS.3'-0"5'-0"IF INSTALLED IN PAVEMENT, INSTALL V-LOC ANCHOR OR APPROVED EQUAL. DRAWN 5/2021 LOUCKS PLATE NO. LOUCKS SIGN TO BE PROVIDED BY OWNER VAN ACCESSIBLE 60" - 66"48"18" DIA.36"TYPICAL ADA PARKING SIGN / BOLLARD COMBO 12"x18" STANDARD HANDICAP PARKING SIGN WITH SEPARATE 'VAN ACCESSIBLE' PANEL. SYMBOL OF ACCESSIBILITY SHALL BE 4"x4" AND BE WHITE ON A BLUE BACKGROUND. USE HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS. HC SIGNAGE PER MINNESOTA RULES 1341.0502 12"x6" STANDARD 'VAN ACCESSIBLE' PANEL. 2" DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 STEEL PIPE. EMBED IN CONCRETE FILLED BOLLARD 6" DIA. SCHEDULE 40 GALVENZIED STEEL PIPE 6' LONG MINIMUM HEAVY DUTY HDPE DOME TOP DECORATIVE SLEEVE (SEE ARCHITECTURAL FOR COLOR). AVAILABLE FROM BOLLARDSNSLEEVES.COM OR EQUAL. COMPACTED OR UNDISTURBED SUBGRADE. NOTES: 1.BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB OR SIDEWALK (REFER TO SITE PLAN.) 2.MAINTAIN PLUMB UNTIL CONCRETE IS SUFFICIENTLY CURED. 3.HOLD CONCRETE FOOTING BELOW GRADE OF FINISHED CONCRETE TO CREATE FINAL PAVING PATTERN AS SHOWN ON PLANS. 4.SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE. DRAWN 03/2017 LOUCKS PLATE NO. 2038ALOUCKS6"18"6"VIOLATORS ARE SUBJECT TO A FINE OF UP TO $ 200.00 PARKINGRESERVED GRADE AT PARKING SURFACE 2.5" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240E TACK COAT, MN/DOT 2357 2.5" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230E 10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION DRAWN 12/2016 LOUCKS PLATE NO. 2032LOUCKS PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT B2207371 BY BRAUN INTERTEC, DATED NOVEMBER 4, 2022 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE LIGHT DUTY BITUMINOUS PAVEMENT SECTION DRAWN 12/2016 LOUCKS PLATE NO. 2031LOUCKS PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT B2207371 BY BRAUN INTERTEC, DATED NOVEMBER 4, 2022 6" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 6" CONCRETE MN/DOT 2301 CONCRETE PAVEMENT SECTION DRAWN 12/2016 LOUCKS PLATE NO. 2033LOUCKS NOTES: 1. CONCRETE SHALL BE REINFORCED WITH ONE OF THE FOLLOWING: 1.1. 6X6 W2.9 X W2.9 EPOXY COATED WELDED WIRE FABRIC AT MIDPOINT OF SLAB 1.2. 3# PCY SYNTHETIC MACRO FIBERS 1.3. OR APPROVED EQUAL 2. CONTRACTION JOINTS SHALL BE SAWED TO A DEPTH OF 1/4 TO 1/3 OF SLAB THICKNESS 3.PROVIDE EXPANSION JOINTS IN ACCORDANCE WITH MNDOT 3702 AND 2301. 4.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT B2207371 BY BRAUN INTERTEC, DATED NOVEMBER 4, 2022 30"30" 3"3 1/2"8"60" CONCRETE VALLEY GUTTER 6" MIN. AGGREGATE BASE No. 4 REBAR @ 12" O.C. (TYP) DRAWN 2/2016 LOUCKS PLATE NO. 2018LOUCKS SLOPE VARIES SEE GRADING PLAN EV CHARGING STATION BASE 48"3"DRAWN 9/2022 LOUCKS PLATE NO. CUSTOMLOUCKS EV CHARGING STATION FURNISHED BY OWNER INSTALLED BY CONTRACTOR ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE BASE PER CHARGING STATION MANUFACTURER'S REQUIREMENTS ELECTRICAL CONDUIT SEE ELECTRICAL 20" DIA. 3,500 PSI CONCRETE 20" *VERIFY EXACT SIZE, REINFORCEMENT, AND EMBEDMENT REQUIREMENTS OF CONCRETE BASE WITH EV CHARGING STATION MANUFACTURER 1% TYP SEE GRADING PLAN 1'-0" 1" #4 @ 12" O.C. #4 @ 18" O.C. #3 NOSING TYP. 1'-0"SEE GRADING PLAN1'-0" METAL TUBE RAILING TWO PER SET OF STAIRS EXPANSION JOINT3'-0"CONCRETE STAIRS AND RAILINGS DRAWN 9/2018 LOUCKS PLATE NO. CUSTOMLOUCKS COMPACTED OR UNDISTURBED SUBGRADE 6" MIN. CLASS 5 AGGREGATE GENERAL NOTES: ·NUMBER OF STAIRS VARIES. SEE SITE & GRADING PLANS FOR ALL ELEVATIONS AND EXACT NUMBER OF STAIRS. ·ALL REBAR TO BE COVERED BY 2" CONCRETE MIN. ·CONCRETE SURFACING TO BE MEDIUM BROOM FINISH PERPENDICULAR TO PEDESTRIAN CIRCULATION. ·CORE DRILL CONCRETE SURFACE TO RECEIVE RAILINGS, EPOXY GROUT, AND CONCEAL WITH DECORATIVE PLATES. ·HANDRAIL TO BE 1-1/2" O.D. BRUSHED ALUMINUM. DRAWN 12/2022 LOUCKS PLATE NO. CUSTOMWETLAND OUTLET SKIMMER STRUCTURE SPECIFICATION NOTES: 1.CONTRACTOR TO DETERMINE CAST IN PLACE OR PRECAST. 2.REINFORCEMENT TO BE DETERMINED BY A STRUCTURAL ENGINEER OR THE MANUFACTURER. 3.ACCESS MANHOLE TO BE PROVIDED BY MANUFACTURER. LOUCKS 951.50 945.20 947.20 952.25 ±EX 4'4'4' 954.67 2.5' 8" 8" 42 IN RCP PIPE 42 IN RCP PIPE WETLAND 10.25' 8" 14.67' SKIMMER ORIFICE 2'H x 6'W TOP: 947.20 BOT: 945.20 ORIFICE WALL PLAN 6' 10.25' 2' 9.47' 9.47' 10' 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 C8.4 CIVIL DETAILS SHALLOW SEWER INSULATION PIPE 6" MIN. 36" MIN. 54"4"4" 4" 66" FLAT SHEET STYROFOAM INSULATION TYPE SM OR APPROVED EQUAL. OVERLAP INSULATION JOINTS. DRAWN 2/2016 LOUCKS PLATE NO. 4010LOUCKS (OR APPROVED EQUAL) (OR APPROVED EQUAL) TYPICAL PERFORATED DRAIN TILE DETAIL TRENCH WILL BE LINED WITH FILTER FABRIC 2.0' 1.0'COURSE FILTER AGGREGATE MN/DOT 3149.2H 2" MAX.2.0'2.0'2" MAX. 2.0' 1.0' WITH PROTECTIVE WRAP, MEETING MN/DOT PERFORATED PIPE (PVC OR CORRUGATED PE) MN/DOT 3149.2J FINE FILTER AGGREGATE ALTERNATIVE SUBDRAIN INSTALLATIONS PERFORATED PIPE (PVC OR CORRUGATED PE) MEETING MN/DOT 3245 AND 3278 SPECS. 3733 SPECFICATION. LOUCKS1'-4"VARIABLE6"3"6"VARIES OUTLET FLOW 3'MIN.2" 0"-8" 2" THE PRESERVER SKIMMER & ENERGY DISSIPATOR (W/ INLET PIPES) OR APPROVED EQUAL CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" NOTE: 24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE. 27" ɸ SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING. SUMP CATCH BASIN / MANHOLE MINIMUM SLAB THICKNESS IS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR 4' OF DEPTH GREATER THAN 14'. PRECAST CONCRETE MANHOLE SECTIONS WITH "O"-RING RUBBER GASKETS. SLAB TOP TO BE SET IN A MORTAR BED. 6" PRECAST REINFORCED CONCRETE SLAB. STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC.6"DRAWN 2/2016 LOUCKS PLATE NO. 4304LOUCKS INLET DRAWN 1/2014 LOUCKS PLATE NO. 2010STANDARD FRENCH DRAIN ROCK MULCH SEE LANDSCAPE PLANS ROCK MULCH (SLOPED TO DRAIN) ROCK MULCH (SLOPED TO DRAIN) EARTH 6" PERFORATED DRAIN TILE WRAPPED WITH FILTER SOCK AND SLOPED FOR POSITIVE DRAINAGE GEOTEXTILE FABRIC 2 1 EMERGENCY OVERFLOW- CLASS 2 RIP RAP OVER GEOTEXTILE FABRIC AS SPEC I F I E D 6' MI N. BASIN OVERFLOW TOP OF BERM OVERFLOW ELEVATION AS SPECIFIED PONDING AREA PROTECT SLOPE WITH RIP RAP & FABRIC. AS SPECIFIED DRAWN 2/2016 LOUCKS PLATE NO. 3010LOUCKS UNDERGROUND PIPE STORAGE SYSTEM 20 ML PE IMPERMEABLE LINER OVER THE TOP OF PIPE (IF REQUIRED) DRAWN 12/2016 LOUCKS PLATE NO. 2002 72" CMP PIPE VARIABLE (1' MIN.) VARIABLE (3' MIN.) NOTE: IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED ON OR NEAR THE PROJECT, A GEOMEMBRANE BARRIER IS RECOMMENDED WITH THE SYSTEM. THE GEOMEMBRANE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM A CHANCE IN THE SURROUNDING ENVIRONMENT OVER A PERIOD OF TIME. PLEASE REFER TO THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL INFORMATION. SELECT GRANULAR OR BACKFILL MATERIAL SPECIFIED BY MANUFACTURER 6" BASE MATERIAL 6" COVER STORMWATER BASIN DRAWN 12/2016 LOUCKS PLATE NO. 2002LOUCKS 3:1 M A X . NOTES: 1.POND TO BE SIZED TO HOLD A 2.5-INCH STORM EVENT OVER THE IMPERVIOUS SURFACE BELOW THE NWL. 2.MINIMUM DEPTH OF PERMANENT POOL IS 3 FEET AND MAXIMUM IS 10 FEET. 3.FOR BASIN OUTLET, SEE OCS DETAIL. 4.FOR OVERFLOW WEIR, SEE BASIN OVERFLOW DETAIL. 5.INLET AREAS TO BE STABILIZED TO LIMIT EROSION. 6.BASIN OUTLET TO HAVE ENERGY DISSIPATION. 10' MIN. 10:1 MAX . NWL 10' MAX. 3 : 1 MA X . OUTLET 48" TO 96" 12" MIN. DOGHOUSES SHALL BE GROUTED BOTH ON THE INSIDE AND OUTSIDE OF THE STRUCTURE. PRECAST MANHOLE SECTIONS PROVIDE 14" PLATE WITH LOCKING CLASP & 12" PAD LOCK HOLE. C PIPE SIZE WILL VARY GALVANIZED GRATE (SPLIT) 4"X4" OPENINGS OUTLET CONTROL STRUCTURE - WEIR/ORIFICE INLET PRECAST BASE SLAB INLET ELEVATION A HIGH WATER LEVEL - (EMERGENCY OVERFLOW) D 1 4 B 2 41 937.44 OUTLET CONTROL STRUCTURE ELEVATION TABLE 936.0 938.0 936.5 938.0 934.0 945.15 945.0 OCS NO.A B C D 6" E TOP OF WEIR ELEVATION WEIR TO BE REINFORCED WITH AT LEAST #4 REBAR, 12" ON CENTER. 944.25 943.0 E ORIFICE OPENING SIZE - F INVERT ELEVATION - G NORMAL WATER ELEVATION 10"Wx8"H 9"Wx6"H F 943.0 942.0 G WEIR/ORIFICE E TOP OF WEIR ELEVATION ORIFICE OPENING SIZE - F INVERT ELEVATION - G 72" 72" H H DRAWN 2/2016 LOUCKS PLATE NO. 4318LOUCKS NOTE: CONTRACTOR TO PROVIDE RETAINING WALL DESIGN/SHOP DRAWINGS SIGNED BY A PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR THE STEEL PIPE AND STEEL BRAIDED CABLE WITH ANCHOR SYSTEM EMBEDDED INTO THE 'SLEEVE IT' FOOTING ANCHOR FOR APPROVAL PRIOR TO CONSTRUCTION. RETAINING WALL INFORMATION: CMU MANUFACTURER: TECHO-BLOC (OR APPROVED EQUAL) TYPE: SKYSCRAPER COLOR: SHALEGREY PROVIDE CAP TO MATCH DRAWN 2/2016 LOUCKS PLATE NO. 2047RETAINING WALLLOUCKS GEOGRID AS REQUIRED UNDISTURBED SOIL OR COMPACTED FILL CRUSHED OR COMPACTED ROCK (NO CARBONATES) 4" PERFORATED PIPE (NO SOCK) 12" CLASS 5, COMPACTED TO 95% STANDARD PROCTOR RETAINING WALL MODULAR BLOCK UNIT RETAINING WALL CAP UNIT *AN APPROVED EQUAL PRODUCT TO RECON GRAVITY WALL MAY BE USED *OLD WORLD TEXTURE - COLOR SELECTION BY OWNER 943.0 943.5 949.5 950.5 MIN. BITUMINOUS PAVEMENT LOUCKS 3506 5 STC 3 0 " R C P 945. 1 53506 8 STC 1 2 " R C P 944. 0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 955954955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9 5 3 9549549 5 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0 96 5 970 95795 8 9 5 9 96 1 9 6 2 96 396 496 696796896 9 9 7 1 9 7 2 9 7 3 974 965966967968970 975 966 967 968 969 971972973974 976977978979 970975 969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 9 4 0 9 4 5 94 19429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 4 1942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 94694594 3944946 8 88940938939941942930 935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954 956972973974952 8884444950 947948949 951 952 953 9513506 5 STC 3 0 " R C P 945. 1 53506 8 STC 1 2 " R C P 944. 0 3 40163 UPD.C COMM 952.21 40165 UPD.C 952.10 N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 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 I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect 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 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. 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. L1.0 TREE PRESERVATION PLAN TREE PRESERVATION CALCULATIONS TOTAL SIGNIFICANT CALIPER INCHES = 3,664 INCHES TOTAL SIGNIFICANT CALIPER INCHES REMOVED = 2,212 INCHES (64%) TOTAL SIGNIFICATN CALIPER INCHES REMAIN =1,449 INCHES (36%) (SEE L1.1 TREE INVENTORY SCHEDULE) EXISTING SIGNIFICANT TREES (SEE DEFINITION BELOW) TREE SYMBOL LEGEND AND NOTES: TREE DEFINITIONS SIGNIFICANT TREE - ANY HEALTHY TREE SPECIES MEASURING 12 INCHES OR MORE DBH; OR ANY HEALTHY CONIFEROUS TREE MEASURING 12 FEET IN HEIGHT OR MORE. EXISTING SIGNIFICANT TREE REMOVED (SEE DEFINITION BELOW) NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 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 I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect 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 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. 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. L1.1 TREE INVENTORY SCHEDULE 1 WI WILLOW 23.5 INCH FAIR SIGNIFICANT X 2 AS GREEN ASH 16.5 INCH GOOD SIGNIFICANT X 3 AS GREEN ASH 19.5 INCH FAIR SIGNIFICANT X 4 AS GREEN ASH 19 INCH FAIR SIGNIFICANT X 5 BA BASSWOOD 41 INCH GOOD SIGNIFICANT X 6 AS GREEN ASH 25 INCH FAIR SIGNIFICANT X 7 BA BASSWOOD 35 INCH GOOD SIGNIFICANT X 8 EL AMERICAN ELM 11 INCH GOOD X 9 AS GREEN ASH 12 INCH FAIR SIGNIFICANT X 10 BO BOXELDER 28 INCH FAIR SIGNIFICANT X 11 BO BOXELDER 11 INCH GOOD X 12 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 13 AS GREEN ASH 12 INCH GOOD SIGNIFICANT X 14 BO BOXELDER 11.5 INCH FAIR X 15 AS GREEN ASH 11.5 INCH FAIR X 16 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 17 BO BOXELDER 12.5 INCH FAIR SIGNIFICANT X 18 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 19 BO BOXELDER 18.5 INCH FAIR SIGNIFICANT X 20 EL SIBERAN ELM 13 INCH GOOD SIGNIFICANT X 21 EL AMERICAN ELM 30 INCH GOOD SIGNIFICANT X 22 AS GREEN ASH 22.5 INCH FAIR SIGNIFICANT X 23 BO BOXELDER 19.5 INCH GOOD SIGNIFICANT X 24 AS GREEN ASH 14 INCH GOOD SIGNIFICANT X 25 BO BOXELDER 18.5 INCH GOOD SIGNIFICANT X 26 BO BOXELDER 25 INCH GOOD SIGNIFICANT X 27 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 28 BO BOXELDER 11 INCH GOOD X 29 BO BOXELDER 16 INCH GOOD SIGNIFICANT X 30 BO BOXELDER 15.5 INCH GOOD SIGNIFICANT X 31 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 32 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 33 BO BOXELDER 50 INCH FAIR SIGNIFICANT X 34 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 35 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 36 AS GREEN ASH 10 INCH GOOD X 37 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 38 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 39 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 40 BO BOXELDER 31 INCH FAIR SIGNIFICANT X 41 BO BOXELDER 27.5 INCH FAIR SIGNIFICANT X 42 BO BOXELDER 11 INCH FAIR X 43 BO BOXELDER 10 INCH GOOD X 44 BO BOXELDER 10 INCH GOOD X 45 AS GREEN ASH 26 INCH POOR SIGNIFICANT X 46 BO BOXELDER 14.5 INCH GOOD SIGNIFICANT X 47 EL AMERICAN ELM 17 INCH GOOD SIGNIFICANT X 48 BO BOXELDER 11.5 INCH GOOD X 49 BO BOXELDER 10.5 INCH GOOD X 50 BO BOXELDER 11 INCH GOOD X 51 BO BOXELDER 11 INCH FAIR X 52 AS GREEN ASH 16.5 INCH FAIR SIGNIFICANT X 53 AS GREEN ASH 21.5 INCH FAIR SIGNIFICANT X 54 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 55 BO BOXELDER 10 INCH FAIR X 56 CE RED CEDAR 29 INCH FAIR SIGNIFICANT X 57 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 58 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 59 BO BOXELDER 14.5 INCH GOOD SIGNIFICANT X 60 AS GREEN ASH 11 INCH POOR X 61 BO BOXELDER 10 INCH FAIR X 62 BO BOXELDER 14.5 INCH FAIR SIGNIFICANT X 63 BO BOXELDER 14 INCH GOOD SIGNIFICANT X 64 BO BOXELDER 10 INCH GOOD X 65 BO BOXELDER 14 INCH GOOD SIGNIFICANT X 66 BO BOXELDER 11.5 INCH GOOD X 67 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 68 BO BOXELDER 11 INCH FAIR X 69 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 70 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 71 BO BOXELDER 10 INCH FAIR X 72 BO BOXELDER 11.5 INCH FAIR X 73 BO BOXELDER 18 INCH FAIR SIGNIFICANT X 74 BO BOXELDER 17.5 INCH FAIR SIGNIFICANT X 75 EL AMERICAN ELM 30.5 INCH GOOD SIGNIFICANT X 76 BO BOXELDER 11 INCH GOOD X 77 EL AMERICAN ELM 12 INCH FAIR SIGNIFICANT X 78 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 79 EL AMERICAN ELM 18 INCH FAIR SIGNIFICANT X 80 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 81 HB HACKBERRY 12.5 INCH GOOD SIGNIFICANT X 82 BO BOXELDER 15.5 INCH FAIR SIGNIFICANT X 83 BO BOXELDER 13.5 INCH GOOD SIGNIFICANT X 84 BO BOXELDER 15 INCH FAIR SIGNIFICANT X 85 BO BOXELDER 17 INCH POOR SIGNIFICANT X 86 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 87 BO BOXELDER 10 INCH GOOD X 88 WI WILLOW 31 INCH FAIR SIGNIFICANT X 89 WI WILLOW 21.5 INCH GOOD SIGNIFICANT X 90 WI WILLOW 11.5 INCH FAIR X 91 WI WILLOW 24 INCH GOOD SIGNIFICANT X 92 WI WILLOW 29 INCH FAIR SIGNIFICANT X 93 WI WILLOW 11 INCH GOOD X 94 WI WILLOW 74 INCH GOOD SIGNIFICANT X 95 WI WILLOW 11 INCH GOOD X 96 WI WILLOW 11 INCH GOOD X 97 WI WILLOW 19 INCH FAIR SIGNIFICANT X 98 WI WILLOW 18 INCH GOOD SIGNIFICANT X 99 WI WILLOW 11 INCH GOOD X 100 CO COTTONWOOD 14 INCH GOOD SIGNIFICANT X 101 CO COTTONWOOD 15 INCH GOOD SIGNIFICANT X 102 CO COTTONWOOD 10 INCH GOOD X 103 CO COTTONWOOD 15 INCH GOOD SIGNIFICANT X 104 CO COTTONWOOD 10.5 INCH GOOD X 105 CO COTTONWOOD 11.5 INCH GOOD X 106 CO COTTONWOOD 12 INCH GOOD SIGNIFICANT X 107 CO COTTONWOOD 10.5 INCH GOOD X 108 OL OLIVE RUSSIAN 15 INCH FAIR SIGNIFICANT X 109 CO COTTONWOOD 10 INCH GOOD X 110 CO COTTONWOOD 11 INCH GOOD X 111 CO COTTONWOOD 10 INCH GOOD X 112 EL AMERICAN ELM 16 INCH FAIR SIGNIFICANT X 113 WI WILLOW 56 INCH FAIR SIGNIFICANT X 114 CO COTTONWOOD 36 INCH POOR SIGNIFICANT X 115 CO COTTONWOOD 12 INCH GOOD SIGNIFICANT X 116 EL AMERICAN ELM 12.5 INCH GOOD SIGNIFICANT X 117 AS GREEN ASH 11 INCH GOOD X 118 BO BOXELDER 21 INCH FAIR SIGNIFICANT X 119 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 120 BO BOXELDER 30 INCH FAIR SIGNIFICANT X 121 AS GREEN ASH 11 INCH GOOD X 122 BO BOXELDER 11 INCH GOOD X 123 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 124 FR CHERRY BLACK 16 INCH GOOD SIGNIFICANT X 125 AS GREEN ASH 14 INCH GOOD SIGNIFICANT X 126 AS GREEN ASH 10 INCH GOOD X 127 AS GREEN ASH 10 INCH GOOD X 128 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 129 BO BOXELDER 11 INCH FAIR X 130 BO BOXELDER 12 INCH FAIR SIGNIFICANT X 131 AS GREEN ASH 10.5 INCH GOOD X 132 BO BOXELDER 18.5 INCH FAIR SIGNIFICANT X 133 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 134 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 135 AS GREEN ASH 10.5 INCH GOOD X 136 BO BOXELDER 10 INCH FAIR X 137 BO BOXELDER 13.5 INCH GOOD SIGNIFICANT X 138 BO BOXELDER 11 INCH GOOD X 139 BO BOXELDER 10.5 INCH GOOD X 140 BO BOXELDER 11 INCH GOOD X 141 BO BOXELDER 27 INCH GOOD SIGNIFICANT X 142 BO BOXELDER 18 INCH GOOD SIGNIFICANT X 143 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 144 BO BOXELDER 11.5 INCH GOOD X 145 BO GREEN ASH 11.5 INCH GOOD X 146 BO GREEN ASH 11 INCH GOOD X 147 BO GREEN ASH 10.5 INCH GOOD X 148 BO GREEN ASH 10.5 INCH GOOD X 149 AS GREEN ASH 11 INCH GOOD X 150 BO BOXELDER 28 INCH FAIR SIGNIFICANT X 151 BO BOXELDER 27 INCH FAIR SIGNIFICANT X 152 WI WILLOW 20 INCH GOOD SIGNIFICANT X 153 WI WILLOW 47 INCH FAIR SIGNIFICANT X 154 BO BOXELDER 11.5 INCH FAIR X 155 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 156 BO BOXELDER 19 INCH FAIR SIGNIFICANT X 157 BO BOXELDER 10.5 INCH FAIR X 158 OA BICOLOR OAK 12 INCH GOOD SIGNIFICANT X 159 BO BOXELDER 18 INCH FAIR SIGNIFICANT X 160 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 161 BO BOXELDER 10 INCH GOOD X 162 BO BOXELDER 13 INCH FAIR SIGNIFICANT X 163 OA BICOLOR OAK 12 INCH GOOD SIGNIFICANT X 164 OA BICOLOR OAK 10 INCH GOOD X 165 MA SUGAR MAPLE 11 INCH POOR X 166 AS GREEN ASH 11 INCH GOOD X 167 AS GREEN ASH 13 INCH GOOD SIGNIFICANT X 168 AS GREEN ASH 11.5 INCH GOOD X 169 MA SUGAR MAPLE 13.5 INCH GOOD SIGNIFICANT X 170 BO BOXELDER 10.5 INCH GOOD X 171 BO BOXELDER 21.5 INCH FAIR SIGNIFICANT X 172 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 173 BO BOXELDER 22 INCH GOOD SIGNIFICANT X 174 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 175 BO BOXELDER 23 INCH FAIR SIGNIFICANT X 176 BO BOXELDER 12 INCH GOOD X 177 BO BOXELDER 14 INCH GOOD SIGNIFICANT X 178 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 179 BO BOXELDER 10 INCH FAIR X 180 BO BOXELDER 11 INCH GOOD X 181 BO BOXELDER 10 INCH POOR X 182 BO BOXELDER 19 INCH FAIR SIGNIFICANT X 183 BO BOXELDER 18 INCH GOOD SIGNIFICANT X 184 BO BOXELDER 10 INCH GOOD X 185 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 186 BO BOXELDER 14.5 INCH GOOD SIGNIFICANT X 187 EL AMERICAN ELM 14.5 INCH GOOD SIGNIFICANT X 188 AS GREEN ASH 13.5 INCH GOOD SIGNIFICANT X 189 BO BOXELDER 11 INCH GOOD X 190 BO BOXELDER 25 INCH FAIR SIGNIFICANT X 191 BO BOXELDER 10.5 INCH FAIR X 192 BA BASSWOOD 11 INCH GOOD X 193 OA BUR OAK 29 INCH GOOD SIGNIFICANT X 194 BO BOXELDER 10.5 INCH FAIR X 195 BO BOXELDER 27 INCH FAIR SIGNIFICANT X 196 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 197 BO BOXELDER 35 INCH FAIR SIGNIFICANT X 198 BO BOXELDER 11 INCH FAIR X 199 BA BASSWOOD 34 INCH FAIR SIGNIFICANT X 200 BA BASSWOOD 12.5 INCH GOOD SIGNIFICANT X 201 BA BASSWOOD 18 INCH FAIR SIGNIFICANT X 202 BO BOXELDER 30 INCH FAIR SIGNIFICANT X 203 BO BOXELDER 14.5 INCH FAIR SIGNIFICANT X 204 BO BOXELDER 24 INCH FAIR SIGNIFICANT X 205 MA SUGAR MAPLE 21 INCH GOOD SIGNIFICANT X 206 BO BOXELDER 11.5 INCH GOOD X 207 BO BOXELDER 24 INCH FAIR SIGNIFICANT X 208 BO BOXELDER 11.5 INCH FAIR X 209 OA RED OAK 12.5 INCH GOOD SIGNIFICANT X 210 MA SUGAR MAPLE 13 INCH GOOD SIGNIFICANT X 211 OA RED OAK 15 INCH GOOD SIGNIFICANT X 212 BO BOXELDER 10.5 INCH FAIR X 213 BO BOXELDER 15.5 INCH FAIR SIGNIFICANT X 214 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 215 WI WILLOW 22 INCH FAIR SIGNIFICANT X 216 WI WILLOW 10 INCH GOOD X 217 WI WILLOW 10.5 INCH GOOD X 218 WI WILLOW 11 INCH GOOD X 219 BO BOXELDER 16 INCH FAIR SIGNIFICANT X 220 BO BOXELDER 34 INCH FAIR SIGNIFICANT X 221 BO BOXELDER 19 INCH FAIR SIGNIFICANT X 222 BO BOXELDER 27.5 INCH FAIR SIGNIFICANT X 224 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 225 MA SUGAR MAPLE 17.5 INCH GOOD SIGNIFICANT X 226 OA RED OAK 23 INCH GOOD SIGNIFICANT X 227 BA BASSWOOD 18 INCH FAIR SIGNIFICANT X 228 BA BASSWOOD 11 INCH FAIR X 229 BA BASSWOOD 20 INCH GOOD SIGNIFICANT X 230 BA BASSWOOD 16.5 INCH FAIR SIGNIFICANT X 231 BA BASSWOOD 13 INCH FAIR SIGNIFICANT X 232 OA BUR OAK 45 INCH GOOD SIGNIFICANT X 233 OA BUR OAK 32 INCH POOR SIGNIFICANT X 234 BA BASSWOOD 50 INCH GOOD SIGNIFICANT X 235 OA BUR OAK 33 INCH GOOD SIGNIFICANT X 236 EL AMERICAN ELM 11 INCH GOOD X 237 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 238 BO BOXELDER 15 INCH GOOD SIGNIFICANT X 239 BO BOXELDER 31 INCH FAIR SIGNIFICANT X 240 BO BOXELDER 20 INCH FAIR SIGNIFICANT X 241 BO BOXELDER 15 INCH FAIR SIGNIFICANT X 242 AS GREEN ASH 16.5 INCH GOOD SIGNIFICANT X 243 BO BOXELDER 11 INCH GOOD X 244 BO BOXELDER 10 INCH FAIR X 245 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 246 BO BOXELDER 11 INCH GOOD X 247 BO BOXELDER 12 INCH GOOD SIGNIFICANT X 248 BO BOXELDER 11 INCH GOOD X 249 BO BOXELDER 11 INCH GOOD X 250 BO BOXELDER 13 INCH GOOD SIGNIFICANT X 251 EL AMERICAN ELM 20 INCH GOOD SIGNIFICANT X 252 EL AMERICAN ELM 12 INCH GOOD SIGNIFICANT X 253 BO BOXELDER 10.5 INCH GOOD X 254 BO BOXELDER 11.5 INCH GOOD X 255 BO BOXELDER 36 INCH FAIR SIGNIFICANT X 256 BO BOXELDER 22 INCH GOOD SIGNIFICANT X 257 BO BOXELDER 12.5 INCH GOOD SIGNIFICANT X 258 BO BOXELDER 16 INCH GOOD SIGNIFICANT X 259 EL AMERICAN ELM 12 INCH GOOD SIGNIFICANT X 260 BO BOXELDER 15.5 INCH FAIR SIGNIFICANT X 261 BO BOXELDER 28 INCH FAIR SIGNIFICANT X 262 BO BOXELDER 15 INCH FAIR SIGNIFICANT X 263 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 264 BO BOXELDER 14.5 INCH FAIR SIGNIFICANT X 265 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 266 BO BOXELDER 27 INCH FAIR SIGNIFICANT X 267 BO BOXELDER 17 INCH FAIR SIGNIFICANT X 268 BO BOXELDER 13.5 INCH FAIR SIGNIFICANT X 269 BO BOXELDER 30 INCH FAIR SIGNIFICANT X 270 BO BOXELDER 14 INCH POOR SIGNIFICANT X 271 BO BOXELDER 14 INCH FAIR SIGNIFICANT X 272 EL AMERICAN ELM 14.5 INCH FAIR SIGNIFICANT X 273 EL AMERICAN ELM 22 INCH FAIR SIGNIFICANT X 274 OA BUR OAK 11.5 INCH GOOD X 275 AS GREEN ASH 12 INCH FAIR SIGNIFICANT X 276 AS GREEN ASH 12.5 INCH FAIR SIGNIFICANT X NAME TAG SPECIES DBH INCH CONDITION CLASSIFICATION REMOVED REMAIN NAME TAG SPECIES DBH INCH CONDITION CLASSIFICATION REMOVED REMAIN NAME TAG SPECIES DBH INCH CONDITION CLASSIFICATION REMOVED REMAIN 40163 UPD.C COMM 952.21 40165 UPD.C 952.10444444444444 888888888888888888888888888888888888888888888888NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 9559 5 4 955954956957958 960961962961962963 960959961962963955953954956957958960956957958959961962963964960959961962960958959961962963964965961962963964965964960958959961962 963951952955953954 956 9559 5 2 9539549549 5 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952952952952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952951952952 9519 5 1 95 2 952 96 0 96 5 970 9579 5 8 9 5 9 96 1 9 6 2 96 396 496 696796896 9 9 7 1 9 7 2 9 7 3 974 965966967968970 975 966 967 968 969 971972973974 976977978979 970975 969971972973974976977978 945 950 955 960 965 943944 946 947948949 951952953954 956957958959 961 962 963 964 94 0 9 4 5 9419429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 4 1942 945950943944946947948949951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 9469459 4 3944946 8 88940938939941942930 935931932933934936937938939 95488888951952955 95 6 95 7 955956957958955955956955 953 954 956972973974952 8884444950 947948949 951 952 953 951LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AE 14 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal AMG 18 ARMSTRONG GOLD MAPLE Acer freemanii `JFS-KW78`B & B 2.5"Cal CSO 18 CRIMSON SPIRE OAK Quercus alba x Quercus robur B & B 2.5"Cal KC 5 KENTUCKY COFFEETREE Gymnocladus dioica B & B 2.5"Cal GB2 4 MAGYAR GINKGO MALE NON-FRUITING Ginkgo biloba 'Magyar'B & B 2.5"Cal NP 4 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"Cal QA 16 QUAKING ASPEN Populus tremuloides B & B 2.5"Cal RB 10 RIVER BIRCH CLUMP Betula nigra B & B 8` HGT SGM 9 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 18 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal GD2 19 STREET KEEPER HONEYLOCUST Gleditsia triacanthos inermis 'Draves' TM B & B 2.5"Cal QB 3 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 12 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT PW2 5 WHITE PINE Pinus alba B & B 10` HGT. ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AG 6 AMUR MAPLE Acer ginnala B & B 2.5"Cal NR 6 NORTHERN STRAIN REDBUD Cercis canadensis B & B 2.5"Cal PC 8 PRAIRIFIRE CRABAPPLE Malus x `Prairifire`B & B 2.5"Cal TH 16 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal GROUND COVERS CODE COMMON NAME BOTANICAL NAME SD-02 NO MOW SEED MIX**SEED MIX BY PRAIRIE NURSERY OR EQUAL SD-01 RUSTY PATCHED BUMBLE BEE (RPBB)** POLLINATOR SEED MIX REFER TO SPEC SECTION 32-9219 SEED MIX BY MINNESOTA NATIVE LANDSCAPES OR EQUAL SM-01 STONE MULCH-1 GRAY TRAP ROCK 2.5" OVER FABRIC SM-02 STONE MULCH-2 GRAY TRAP ROCK 5"-12" RIP RAP OVER FABRIC SOD TURF SOD PLANT SCHEDULE N SCALE IN FEET 0 50 100 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 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 I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect 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 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. 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. L2.0 LANDSCAPE PLAN OVERALL GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. CONTRACTOR SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. SHEET L2.1 SHEET L2.2 **DUE TO EXISTING PLANTINGS ON OR VERY CLOSE TO THE NORTH, SOUTH AND WEST PROPERTY LINES IN THE BUFFER YARDS, THE APPROPRIATE AMOUNT OF PROPOSED PLANTINGS ARE PROVIDED TO AVOID OVER PLANTING AND ENCOURAGE LONG TERM HEALTH OF EXISTING AND PROPOSED PLANT MATERIAL.** SEE L2.1 AND L2.2 FOR ENLARGEMENTS AND LABELED PLANTS **NATIVE SEED PLANTING REQUIREMENTS: -GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. - CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** LANDSCAPE REQUIREMENTS NORTH BUFFER YARD - C REQUIREMENT (1,007 TOTAL LF, HIGHWAY 5) WIDTH MULTIPLIER: 30' OR GREATER = 0.6 2 CANOPY TREES PER/100' UNIT TREES REQUIRED = 18 EXISTING TREES TO REMAIN = 16 PROPOSED TREES = 7 TOTAL CANOPY TREES PROVIDED = 23 4 UNDERSTORY TREE PER/100' UNIT TREES REQUIRED =36 PROPOSED TREES =9 EXISTING TREES TO REMAIN FULFILL REQUIREMENT =26 **(SEE NOTE BELOW)** TOTAL TREES PROVIDED =36 6 SHRUBS PER/100' UNIT SHRUBS REQUIRED = 60 TOTAL SHRUBS PROVIDED = 182 SOUTH BUFFER YARD - C REQUIREMENT (835 TOTAL LF, COULTER BLVD.) WIDTH MULTIPLIER: 30' OR GREATER = 0.6 2 CANOPY TREES PER/100' UNIT TREES REQUIRED = 15 EXISTING TREES TO REMAIN = 19 PROPOSED TREES = 1 TOTAL TREES PROVIDED = 20 4 UNDERSTORY TREE PER/100' UNIT TREES REQUIRED = 30 PROPOSED TREES = 3 EXISTING TREES TO REMAIN FULFILL REQUIREMENT =27 **(SEE NOTE BELOW)** TOTAL UNDERSTORY TREES PROVIDED =30 6 SHRUBS PER/100' UNIT SHRUBS REQUIRED = 50 TOTAL SHRUBS PROVIDED = 30 **(SEE NOTE BELOW)** EAST BUFFER YARD - B REQUIREMENT (1,052 TOTAL LF, INDUSTRIAL ZONING) WIDTH MULTIPLIER: BETWEEN 25' AND 30'= 0.6 ( ONLY NEED 75% TO MEET REQUIREMENT) 1 CANOPY TREES PER/100' UNIT TREES REQUIRED = 8 EXISTING TREES TO REMAIN = 4 PROPOSED TREES = 8 TOTAL CANOPY TREES PROVIDED = 12 3 UNDERSTORY TREE PER/100' UNIT TREES REQUIRED = 24 TOTAL UNDERSTORY TREES PROVIDED = 24 4 SHRUBS PER/100' UNIT SHRUBS REQUIRED = 28 TOTAL SHRUBS PROVIDED = 72 WEST BUFFER YARD REQUIREMENT (1,208 TOTAL LF, INDUSTRIAL ZONING) EXISTING TREES TO REMAIN FULFILL REQUIREMENT**(SEE NOTE BELOW)** VEHICLE USE AREA (257,752 SF) LANDSCAPE AREA PROVIDE 8 SF OF LANDSCAPE AREA PER 100 SF OF VEHICULAR AREA LANDSCAPE AREA REQUIRED = 20,620 SF LANDSCAPE AREA PROVIDED = 27,704 SF TREES REQUIRED PROVIDE 1 TREE PER 250 SF OF LANDSCAPE AREA TREES REQUIRED = 82 TOTAL TREES PROVIDED = 155 BOULEVARD TREE REQUIREMENTS EXISTING TREES TO REMAIN ALONG COULTER BLVD. FOUNDATION PLANTINGS SHRUBS AND TREES HAVE BEEN PROVIDED ALONG BUILDING FOUNDATION PARKING LOT ISLANDS SHRUBS AND TREES SHALL BE PLANTED IN DECOMPACTED EXISTING SOIL AND A MINIMUM OF 24" OF TOPSOIL TOTAL REQUIRED LANDSCAPE (VEHICLE USE AREA AND BUFFER YARDS): TOTAL REQUIRED CANOPY TREES:=147 PROVIDED =255 TOTAL REQUIRED UNDERSTORY TREES:=138 PROPOSED UNDERSTORY AND EXISTING TREES TO REMAIN FULFILL REQUIREMENT TOTAL REQUIRED SHRUBS:=283 PROVIDED =284 444444444488888888888888888888888888888888888888888888888888888 NOPARKINGNO PARKING NO PARKING PROPOSED BUILDING LOWER LEVEL=952.50 LEVEL 1=974.50 COLD STORAGE BUILDING FFE=952.50 952 956960958959961962955953954 956 9559 5 2 9539549549 5 4 95695 5 953 95 4 970 971 972 973 974 967 968 969 952953954955960965954956957958959961962963964966967968 960956 957958959 952951952960 965 958 959 961 962 963 964 966 967 968 969 965961962963964966955960956957958959961962970 971 972 973 951952952 9 5 1 95 2 952 96 0 96 5 970 95795 8 9 5 9 96 1 9 6 2 96 396 496 696796896 9 9 7 1 9 7 2 9 7 3 974 965966967968970 975 966 967 968 969 971972973 974 976977 978979 970975 969971972973974976977978 945 950 955 960 965 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 9 4 0 9 4 5 94 19429439 4 4 9 4 6 9359 4 0 9339349 3 6 9 3 7 9 3 8 9 3 9 9 4 1942 94595094394494694794894995194594 3944946 8 8 954888888888951952955 95 6 95 7 955956957958955955956955 953 954 956972973974952 11 SKH 1 AE 1 AE 1 AE 1 GD2 1 SKH 4 TH 2 GB2 3 AE 3 AG 8 RB 3 NR 4 9 AMG 3 AG 5 PW2 3 BS 2 RB 1 AE 1 GD2 4 NP 6 SKH 7 GD2 TREE PROTECTION FENCE (TYP.) 5.0' (TYP.) 2.0' (TYP.) 7.0' (TYP.) 10.0' (TYP.) 35.0' (TYP.) TREE PROTECTION FENCE (TYP.) SOD (TYP.) LANDSCAPE EDGING (TYP.) RETAINING WALL (SEE CIVIL) (TYP.) RETAINING WALL (SEE CIVIL) (TYP.) RETAINING WALL (SEE CIVIL) (TYP.) SECURITY FENCE (TYP.) (SEE DETAIL) ORNAMENTAL FENCE (TYP.) (SEE DETAIL) LIMITS OF IRRIGATION (TYP.) SM-02 SD-02 SD-01 SD-01 SD-01 SD-02 SD-01 SM-01 SM-02 SM-02 SM-01 SM-01 RETAINING WALL (SEE CIVIL) (TYP.) SECURITY FENCE (TYP.) (SEE DETAIL) DOUBLE GATE (TYP.) (SEE DETAIL) SECURITY FENCE (TYP.) (SEE DETAIL) SD-01 SD-02 SD-02 ORNAMENTAL FENCE (SEE DETAIL) ORNAMENTAL FENCE (TYP.) (SEE DETAIL) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AE 7 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal AMG 9 ARMSTRONG GOLD MAPLE Acer freemanii `JFS-KW78`B & B 2.5"Cal GB2 2 MAGYAR GINKGO MALE NON-FRUITING Ginkgo biloba 'Magyar'B & B 2.5"Cal NP 4 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"Cal RB 10 RIVER BIRCH CLUMP Betula nigra B & B 8` HGT SGM 1 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 18 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal GD2 9 STREET KEEPER HONEYLOCUST Gleditsia triacanthos inermis 'Draves' TM B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 3 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT PW2 5 WHITE PINE Pinus alba B & B 10` HGT. ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AG 6 AMUR MAPLE Acer ginnala B & B 2.5"Cal NR 3 NORTHERN STRAIN REDBUD Cercis canadensis B & B 2.5"Cal TH 4 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal PLANT SCHEDULE NORTH GROUND COVERS CODE COMMON NAME BOTANICAL NAME SD-02 NO MOW SEED MIX**SEED MIX BY PRAIRIE NURSERY OR EQUAL SD-01 RUSTY PATCHED BUMBLE BEE (RPBB)** POLLINATOR SEED MIX REFER TO SPEC SECTION 32-9219 SEED MIX BY MINNESOTA NATIVE LANDSCAPES OR EQUAL SM-01 STONE MULCH-1 GRAY TRAP ROCK 2.5" OVER FABRIC SM-02 STONE MULCH-2 GRAY TRAP ROCK 5"-12" RIP RAP OVER FABRIC SOD TURF SOD GROUND COVER SCHEDULE NORTH N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 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 I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect 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 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. 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. L2.1 LANDSCAPE PLAN - NORTH SEE L2.0 FOR OVERALL LANDSCAPE SCHEDULE **NATIVE SEED PLANTING REQUIREMENTS: -GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. - CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** 40163 UPD.C COMM 952.21 40165 UPD.C 952.104444444444444 888888888888888888888888888888888888888 PROPOSED BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 COLD STORAGE BUILDING FFE=952.50 951 951 952 952 952 953 954 9559 5 4 955954956 957 958 960961962961962963 960959961962963955953954956957958960957958959961962963964960959961962960958959961962963964965961962963964965964 963951952952952952951952951940945941942943944946945942943944946935940933934936937938939941945950942943944946947948949951952945 942 943 944 946 8888940938939941942930 935931932933934936 937938939 88888444444950 947 948 949 951 952 953 9512 AE 8 TH 2 GB2 2 AE 4 TH 3 AE 4 CSO 5 GD2 16 QA 5 GD2 3 NR 4 CSO 10 CSO 3 QB 4 PC 4 PC 9 AMG 3 KC 2 KC 9 BS 9 SGM LANDSCAPE EDGING (TYP.) LANDSCAPE EDGING (TYP.) TREE PROTECTION FENCE (TYP.) 3.0' (TYP.) SECURITY FENCE (TYP.) (SEE DETAIL) SECURITY FENCE (TYP.) (SEE DETAIL) (SEE DETAIL) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) LIMITS OF IRRIGATION (TYP.) SD-02 SM-02 SD-02 SM-02 SM-02 LANDSCAPE EDGING (TYP.) SD-01 LIMITS OF IRRIGATION (TYP.) SM-01 GRAVEL PAVEMENT (SEE CIVIL) DOUBLE GATE (TYP.) (SEE DETAIL) GATE (TYP.) (SEE DETAIL) DOUBLE GATE (TYP.) (SEE DETAIL) 7.0' (TYP.) 10.0' (TYP.) 35.0' (TYP.) SD-02 TREE PROTECTION FENCE (TYP.) SOD (TYP.) SOD (TYP.) DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE AE 7 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal AMG 9 ARMSTRONG GOLD MAPLE Acer freemanii `JFS-KW78`B & B 2.5"Cal CSO 18 CRIMSON SPIRE OAK Quercus alba x Quercus robur B & B 2.5"Cal KC 5 KENTUCKY COFFEETREE Gymnocladus dioica B & B 2.5"Cal GB2 2 MAGYAR GINKGO MALE NON-FRUITING Ginkgo biloba 'Magyar'B & B 2.5"Cal QA 16 QUAKING ASPEN Populus tremuloides B & B 2.5"Cal SGM 8 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal GD2 10 STREET KEEPER HONEYLOCUST Gleditsia triacanthos inermis 'Draves' TM B & B 2.5"Cal QB 3 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 9 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE NR 3 NORTHERN STRAIN REDBUD Cercis canadensis B & B 2.5"Cal PC 8 PRAIRIFIRE CRABAPPLE Malus x `Prairifire`B & B 2.5"Cal TH 12 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal PLANT SCHEDULE SOUTH GROUND COVERS CODE COMMON NAME BOTANICAL NAME SD-02 NO MOW SEED MIX**SEED MIX BY PRAIRIE NURSERY OR EQUAL SD-01 RUSTY PATCHED BUMBLE BEE (RPBB)** POLLINATOR SEED MIX REFER TO SPEC SECTION 32-9219 SEED MIX BY MINNESOTA NATIVE LANDSCAPES OR EQUAL SM-01 STONE MULCH-1 GRAY TRAP ROCK 2.5" OVER FABRIC SM-02 STONE MULCH-2 GRAY TRAP ROCK 5"-12" RIP RAP OVER FABRIC SOD TURF SOD GROUND COVER SCHEDULE SOUTH N SCALE IN FEET 0 30 60 NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 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 I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect 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 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED 03/24/2022. 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. L2.2 LANDSCAPE PLAN - SOUTH SEE L2.0 FOR OVERALL LANDSCAPE SCHEDULE **NATIVE SEED PLANTING REQUIREMENTS: - GENERAL CONTRACTOR QUALIFICATIONS REQUIRE THE ENGAGEMENT OF AN EXPERIENCED INSTALLER WHO SPECIALIZES IN THE ESTABLISHMENT AND RESTORATION OF NATIVE PLANT COMMUNITIES SIMILAR TO THE DESIGN AND EXTENT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. - CONTRACTOR TO SUPPLY A SEEDING SCHEDULE, INCLUDING DATES AND METHOD OF SEEDING, TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY SEEDING.** NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT Title: Nathan W. Ekhoff - LA Registration Number: 58688 Date: XX/XX/XXXX By: Title: Landscape Architect 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 I hereby certify that this drawing was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect 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 GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 24" DEPTH OF PLANTING SOIL (MNDOT 3877 - 2B OR EQUAL). WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. AND INSTALLED OVER A MIN. 4" TOPSOIL CLEAR OF STONES, ROOTS, GRASS, WEEDS, DEBRIS, AND OTHER FOREIGN NON-ORGANIC MATERIAL. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD OR NATIVE SEED. SEED SHALL BE INSTALLED OVER A MIN. 6" TOPSOIL CLEAR OF STONES, ROOTS, GRASS, WEEDS, DEBRIS, AND OTHER FOREIGN NON-ORGANIC MATERIAL. AS WELL AS MULCHED PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. IRRIGATION NOTES: VERIFY PROPOSED IRRIGATION RE-USE SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE SYSTEM SPRINKLE THE BUILDING. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. LANDSCAPE INSTALLATION: LOUCKS Deciduous Tree Planting.dwgSCALE: NTS 2x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 1 CONIFEROUS TREE PLANTING LOUCKS Coniferous Tree Planting.dwgSCALE: NTS 2 x ROOT BALL WIDTH NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ROOT BALL SET ON UNDISTURBED SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. SAFETY FLAGGING - ONE PER WIRE 16" x2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 2 REFER TO PLAN 18" MIN. LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTINGBUILDING WALL (TYP)SHRUB PLANTING LOUCKS Shrub Planting.dwgSCALE: NTS EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. MULCH - 3" DEPTH - SEE NOTES OR SPEC. PLANTING SOIL - SEE NOTES OR SPEC. SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE 3 VARIES SEE PLAN NOTE: LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING PERENNIAL PLANTING LOUCKS Perennial Planting.dwgSCALE: NTSBUILDING WALL (TYP)12" DEPTH (MIN) LOAM PLANTING SOIL SEE NOTES EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES MULCH - 3" MIN. DEPTH - SEE NOTES 4 TREE PROTECTION LOUCKS SCALE: NTS Tree Protection.dwg4'-0"EXISTING GRADE TREE PROTECTION NOTE: INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS. THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT.DRIP EDGE OF TREE2" X 4" WOOD STAKE, POSITIONED AS NOTED. STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECTION AND DISTURBED AREAS.DRIP EDGE OF TREEEXISTING TREE TO REMAIN 5 8' VINYL COATED FENCE LOUCKS SCALE: NTS END & CORNER POSTS: 3" O.D. SCHEDULE 40 GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING 8'-0" O.C. MAX 8'-0"3'-6"TOP RAILS TO BE 1.660" O.D. SCHEDULE 40 GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING FABRIC MESH: 2 OUNCE BLACK POLYVINYL CHLORIDE BONDED OVER ZINC COATED WIRE CONFORMING TO ASTM F668, 9 GAUGE, 1" MESH LINE POSTS: 2.5" O.D. SCHEDULE 40 GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING. 8' O.C. MAX NOTES: 1.END & CORNER POSTS SHALL BE SET 48" INTO A 12" DIA. CONCRETE FOOTING LINE POSTS SHALL BE SET 42" INTO A 8" DIA. CONCRETE FOOTING. 2.ALL FITTINGS SHALL BE GALVANIZED BLACK POLYVINYL CHLORIDE COATED PRESSED STEEL. 3.TIES SHALL BE 9 GAUGE VINYL COATED ALUMINUM, SPACED MAXIMUM 12" O.C. ON HORIZONTAL RAILS AND ON VERTICAL POSTS. 4.CONTRACTOR TO VERIFY UTILITY LOCATIONS AND FIELD ALTER POST LOCATIONS AS NEEDED. CORE DRILL CONCRETE WITH 3.5" BIT, DRIVE POSTS TO A MIN DEPTH OF 42". SEAL AROUND POST WITH GREY SILICONE CAULK 7 LOUCKS filename.dwgSCALE: NTS DECORATIVE STONE RIP RAP PLANTINGS OR SOD SEE PLAN GEO-TEXTILE FABRIC UNDISTURBED OR COMPACTED SUBGRADE PLANTING SOIL ANGULAR RIP RAP - HAND PLACE ROCKS TO MINIMIZE VOID SPACES. INFILL VOID SPACES WITH MATCHING SMALLER ROCK TO TO ENSURE NO FABRIC IS VISIBLE. EDGING WHEN ADJACENT TO PLANTINGS OR TURF 11 ROCK MAINTENANCE STRIP Rock Maintenance Strip 24".dwg LANDSCAPE EDGING - SEE SPECS GEOTEXTILE WOVEN LANDSCAPE FABRIC ROCK MULCH - SEE SPECS VARIES BUILDING WALLSOD SCALE: NTS LOUCKS12 L3.1 LANDSCAPE DETAILS 8' VINYL COATED PEDESTRIAN GATE LOUCKS filename.dwgSCALE: NTS NOTES: 4. GATES TO HAVE KEYCARD READER CAPABILITIES. 3. FOOTING WIDTH TO BE (4)X POST WIDTH. OPENING VARIES-REFER TO PLAN 2 1/2"2 1/4"1"2"8'-0"2.875" LATCH POST- GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING VINYL COATED CHAIN LINK FABRIC 2" GATE FRAME (TYP. 4 SIDES) - GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING TENSION BAR (TYP. 4 SIDES) KEYCARD READER AND SECURITY HARDWARE TO BE COORDINATED WITH OWNER'S SECURITY TEAM. ALL JOINTS WELDED TO MAKE A SOLID FRAME 2 1/2"1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH 2. DO NOT SCALE DRAWINGS. MIN. DEPTH 42" MANUFACTURER'S SPECIFICATIONS. HINGE POST- GALVANIZED PIPE WITH BLACK POLYVINYL CHLORIDE COATING. POST SIZE BASED ON GATE WIDTH - REFER TO SPECS 8 AEGIS II ORNAMENTAL STEEL FENCE WITH 3 RAILS AND MAJESTIC PICKET LOUCKS SCALE: NTS filename.dwg 1" x 14 GA. SQUARE PICKET CONFIRM POST SIZE WITH MNFR. COMPACTED OR UNDISTURBED GRADE NOTES: VARIES - SEE PLAN 3'-6"4'-0"334" EXTEND CONCRETE FOOTING TO BELOW FROST DEPTH2"1 3/4" FORERUNNER RAIL 1 3/4" FORERUNNER RAIL 3. CONTRACTOR TO VERIFY UTILITY LOCATIONS AND FIELD ALTER POST LOCATIONS AS NEEDED. AEGIS II ORNAMENTAL STEEL FENCE WITH 3 RAILS AND MAJESTIC PICKET FROM AMERISTAR FENCE. www.ameristarfence.com 1-888-333-3422 10" 2. COLOR TO BE BLACK 'NO MAR' POLYESTER FINISH 1. CONFIRM POST SIZES WITH MANUFACTURER'S WIND LOADING CHARTS 10CAPITOL BIKE RACK NOTE: 1.BIKE RACK TO BE FORMS+SURFACES CAPITOL BIKE RACK. 2.COLOR TO BE ALUMINUM STANDARD TEXTURE 3.PROVIDE SHOP DRAWINGS AND COLOR SAMPLES FOR OWNER FINAL COLOR SELECTION MOUNTING ANCHORS LOUCKS filename.dwgSCALE: NTS 9 8' VINYL COATED CHAIN LINK DOUBLE GATE LOUCKS filename.dwgSCALE: NTS 8'-0"8'-0"8'-0"1"4'-0"2"18"6"12"12" ALL GATE SECURITY HARDWARE AND CONFIGURATION TO BE COORD. BY OWNER TRUSS CABLE W/ TIGHTENER FABRIC MESH: 2 OUNCE BLACK POLYVINYL CHLORIDE BONDED OVER ZINC COATED WIRE CONFORMING TO ASTM F668, 9 GAUGE, 1" MESH NOTES: 1.END & CORNER POSTS SHALL BE SET 48" INTO A 12" DIA. CONCRETE FOOTING LINE POSTS SHALL BE SET 42" INTO A 8" DIA. CONCRETE FOOTING. 2.ALL FITTINGS SHALL BE GALVANIZED BLACK POLYVINYL CHLORIDE COATED PRESSED STEEL. 3.TIES SHALL BE 9 GAUGE VINYL COATED ALUMINUM, SPACED MAXIMUM 12" O.C. ON HORIZONTAL RAILS AND ON VERTICAL POSTS. 4.CONTRACTOR TO VERIFY UTILITY LOCATIONS AND FIELD ALTER POST LOCATIONS AS NEEDED. 6