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GENERAL CONSTRUCTION NOTES: LEGEND N 1. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF HUGO REQUIREMENTS AND LATEST EDITION OF CEAM CONSTRUCTION SPECIFICATIONS. 2. ALL 8" WATERMAIN SHALL BE DIP CL 53. ALL 6"WATERMAIN (HYDRANT LEADS) SHALL BE DIP. PROPERTY LINE 3. ALL WATERMAIN AND WATER SERVICES SHALL BE INSTALLED WITH TRACER WIRE. 4. MAINTAIN 7.5' MINIMUM COVER OVER ALL WATERMAIN AND WATER SERVICES. > PROPOSED SANITARY SEWER 5. MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATERMAIN AND SANITARY AND STORM SEWER CROSSINGS. MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. PROPOSED WATERMAIN 0 50' 100, 6. ALL WATERMAIN FITTINGS SHALL BE DIP. 7. SANITARY SEWER PIPE UP TO 14' BURIAL DEPTH SHALL BE PVC SDR 35. SANITARY SEWER PIPE 14' OR DEEPER SHALL BE PVC SDR 26. % PROPOSED MANHOLE 8. ALL SANITARY SERVICES SHALL BE 4" PVC SCH 40. t PROPOSED HYDRANT 9. FIRE HYDRANTS SHALL BE WATEROUS WB-250 PER CITY DETAIL HU-W-1. 10. WATER SERVICES SHALL BE INSTALLED PER CITY DETAIL HU-W-2. PROPOSED STUB LOCATION A N D E R S 0 N 11. GATE VALVES SHALL BE INSTALLED PER CITY DETAIL HU-W-3. 12. PROVIDE THRUST BLOCKING FOR WATERMAIN FITTINGS PER CITY DETAIL HU-W-4. 13. SANITARY SEWER MANHOLES SHALL BE INSTALLED PER CITY DETAIL HU-SS-1. 1 3 6 0 5 1st Avenue N . # 1 0 0 14. PROPOSED LIFT STATION TO BE DESIGNED AND INSTALLED BY CITY OF HUGO. Plymouth, M N 55441 1 ae-mn.com INSULATE P 763.412.4000 1 F 763.412.4090 WM/STORM _ STUB WM FOR FUTURE CONNECTION CROSSING Anderson Engineering of Minnesota, LLC WIL8 _ 12" DIP PLUG SMH-434 _ I _ STUB WM FOR FUTURE CONNECTION oo_ RIM 919.33 x - -xx -x x 8" DIP PLUG I 72 LF 8" PVC PROPOSED LIFT STATION x x x x x x o I INV 908.45 (8" OUT) / - @ 0.56% RIM 915.00 _ INV 908.55 (8" IN) / \ - - - - - ------ F- - x _ INV 885.00 (8" IN) I ----- -� I \ I V HYDRANT I x SMH-401 PT: 9.82 RIM 914.27 I 4 8x6 DIP TEE --- - - I ONEKA PRAIRIE 1 INV 891.50 (8" IN) � I 1rr, 6" GV& BOX �� \ \ 7 � �\ - o INV 885.40 (8" OUT) I L_- 0° \ \ Iv n SMH-433 \ \ / / \\ \ // I o RIM 919.90 // SMjq H-444 \\ HYD I INV 908.14 (8" IN) / \ \ / 12x6 DIP TEE - - I / 5 I INV 908.04 (8" OUT) OUTLOT B `. RIM 924.29 \ \ / 10 6" C�V& BOX / HYDRANT I _ / i / � //��\V 91\50 (8" OUT) \ \` _ 6" GV& BOX x 1 I OUTLOT A L-____----_--, \ � / 6" REDUCER I ------ " LO / 7 v �� x\ SMH-431 \ 65 --- - \\ \ oo INV 907042 (8" IN) l l 2 "O r \ 11 - - -- - - --- - - - \ \� p - - - - -- � \ \ INV907.31 (8" OUT) / �, I J INSULATE I r---_� ------ �___--- o�\ fi SOUTHWIND HOLDINGS, LLC N WM/STORM I I 1 \\ \ �\ - ___ _ --- -, �`r - --- Ico 1 x __ o _M CROSSING I I 1 I \ \ //� I I , r INSULATE \ \ \ I I 1 \ SMH-406 IJ I I I 1 1 ( I \ / I I I I WM/STORM \\ \ RIM 921.27 \ V �� r------- x v I I 1 1 1 1 / I I I CROSSING �`P�,� INV 907.00 (8 IN) (OUTSIDE DROP) \ \ , o I i fi o 1 I I 2 I I 3 I I 4 I / I \\ cp,A INV 896.51 (8 OUT) \ Q �- I I 12 1 1 I 74 LF 8 PVC INV 896.61 (8" IN) - o SMH-402 1 1 I I I I 1 I / I 1 I 2 I I 3 \ / \\ \ SMH-4433 I 00 RIM 918.00 I I I I I I I @ 0.40% \ %k \ L--__--- RIM 923.61 x 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR SMH-403 I I \ L REPORT WAS PREPARED BY ME OR UNDER MY DIRECT _ INV 893.07 (8" IN) I 1 / I SMH-405 G �O� HYDRANT -- INV 2.02 ( (8 IN) ° co L------- SUPERVISION AND THAT I AM A DULY LICENSED � � I RIM 917.82 I � � \r---- 3 I ( INV 908.72 (8" IN)(OUTSIDE DROP)--I I \ / ° INV 912.02 (8" OUT) _______ ° INV 894.44 (8" IN) I RIM 921.44 8x6 DIP TEE \\ 1 � "'I PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE J I INV 892.96 (8" OUT) I I I J \ / 1 INV 896.22 8" IN / p� " GV& BOX �\ M"J r OF MINNESOTA. - _ J INV 894.34 (8" OUT) - I I ( ) �,�. \ I I o of I ` ---.� L_ -- ___I L I I INV 896.11 (8" OUT)/ p-. � � \ � - �- - -- A ,� I 9 o I 1 13 fi PRINT NAME: ADAM THIELE, PE _-J L _ _�� c O INSULATE / VA \ 1 > 00 0 12X8 I 0 WM/STORM /// \\ I F8 P p0 �� /^\ xpp �p� CROSSING // \\\ I -----------J °° 1+00 ° F00 �O 40°I° "�� SIGNATURE: im DIP TEE 319 L 8 PVC @ 0.40% � I J I - 3+- 4+00 ° / \ / 1 \\ --------- my 04 LF 8 PVC @ 0'40% _ 6+00 / / \ I r , �' r------- DATE: 08/09/2022 LICENSE N0. 51317 � � / „ + I J t o I I 8' DIP L 53 M ^ / 1 w � 1 I o < < -f ` PT: 1 78.41 ( x a _ I IT_ I / // \ I d - YD NT _ I-� I \ 01 \ I I SMH-442 14 L SMH-407 \ I RIM 923.49 REVISION LOG 01 E I I 8x6 DIP T E 1 r- �- - , - _ I \ i vj o I - 16 GV& BOX I I _ 1 RIM 922.94 i i I x „ r_ _ HYDRAN I I INV 897.11 (8 IN) \ I I INV 911.45 (8 IN) I INSULATE I INSULATE -1 1- 8x6 DIPS r' \ L__ INV 911.34 (8" OUT) WM/STORM NO. DATE DESCRIPTION OF REVISIONS I I I I I I I I WM/STORM I 1 1 6" GV& BOA 1 r 1 r I I INV 89`01 (8" OUT) \ ` � I ---J L_ CROSSING __ �U 1 8/19/22 REVISED PER CITY COMMENTS 1 1 I I I I /� I CROSSING I I 1 I I --, o \ <� 2 i\ ----- 7 a°� r-------- X 1 I 1 2 I I V J I 1 I I I I I I 4 I I I -- _- \ \ / I �p ' 2 10/31/22 REVISED PER UPDATED DELINEATION Co %N I I I I I // I 11 2 I I 3 I I 11 5 I L-- 64 LF 8" PVC @ 0.40% 1 \ / I 3 / L O 1� ( 3 11/18/22 REVISED PER CITY COMMENTS INSULATE __ WM/STORM I I 1 I I I I / / RIMH 23162 1 4 11/21/22 STORM SEWER REVISIONS vo I C' CROSSING 1 1 / OUTLOT F L I I I I SMH-4o4 I I I ,,,J I - I 0. I 11 1 1 / 1 I I I I RIM 922.68 I I 7 \ \ \ , SMH 412 INV 911.06 (8 IN) 1 1 / INV 895.74 (8 IN) I I SMH-409 RIM 922.63 I I I I I I 1 1 / INV 910.96 (8 OUT)---J (OUTSIDE DROP)INV 910.64 (8 IN)- oN I - j ___--J L-----1 L---J/ 1 I I I I INV 895.64 (8" OUT) I I I I RIM 925.01-J 1 �� " c� _ I I INV 897.82 (8 IN \ � INV 899.98 (8" OUT) �\ // Q�G ----------I I a -__J L__--J L__ -J I r \ INV900.08 (8" IN) / = ao I I L __J L----J L- _INV 897.72 (8" OUT) \/ �o 1 I 1 1 � 16 -- ---- --- i i cb �/ PRELIMINARY PLAT LL -I r- C o HYDRANT I Q ° I I I -1 f I r I % T� � 8x6 DIP TEE 08/09/2022 ry c I INSULATE I I I I \ / I I I I I I I I 1 1 I I -n - � 1 w ° - \ I I I I 1 1 1 00 \ f) > °° p11 1 � 6 GV& BOX SMH-414 0 I WM/STORM 6 I I � I I ^ I I I I I I I I I l� � O� <F „ � J DESIGNED: DRAWN: CHECKED BY: 'i -0� RIM 921.06•- AT JR AT ° 0 INV 901.00 (8" OUT) Y w I I CROSSING I I I I 1 I 15 I I I I I I I I I I 1 1 1 < % ( '� // o°` / @ 8 p o Q I - I I I I I I I I I I 14 I I 13 i i 12 I I 11 I I 10 1 i 9 I I SMH-424 1 ,I 1 `� / JG ♦ ��° c INV 901.10 (8" IN) SMH-421 I I n J )� / L@� f _ I I I I INSULATE SMH-422 I I I I I RIM 925.08 Q x DRAWING TITLE RIM 918.00 1 I I I I I INV 913.60 (8" OUT) 1 I HYDRANT i e CFO < \ +00 8" DIP CL 53 WM 2 0 2 18 o Q I a I I I I I 1 WM/STORM RIM 923.30 I I 11 I I co 1 n z Y I m INV 909.90 (8 OUT) I I 11 N 8x6 DIP TEE O� ° x 1 CROSSING INV 911.47 (8 OUT) 1 1 I SMH-423 I I 0 / 96 LF 8 PVC 0.40 z INV 910.00 (8" IN) I I I I I I 1 + RIM 924.08 1 ( 1- 6" GV&�U�C� 1�k0 @ 0 I - - _ _J L -- J L - - -J 1 INV 911.57 (8" IN) I I I I 1 1 1 1 I 1 INSULATE °0 __ L- --- __-� L _ 1 1 1 1 a I INV 913.05 (8 IN) L -- WM/STORM I SMH-413 0 I - - J L --- L _- L -- L INV 912.95 (8 OUT) CROSSING ,> RIM 921.54 x 12X8 I 0 0 +p0 // INV 900.61 (8" IN) INSULATE 9+ 6 LF 8" PVC @ 0.40%10 / INV 900.51 (8" OUT)- - WM/STORM o a, DIP TEE - 1+�0 368 LF 8' PVC @ 0.40% ^ 3+00 -1' T_ i / CROSSING x oI < 4+00 5+C344 L 8" PVC @ 0.40% 6+00 7+0 1 LF 8" PVC @ 0'40° o " I I I� - �I INSULATE / STUB WM FOR FUTURE AN ITARY EWER AN D �j I Ig o / CONNECTION _ w + I � WM/STORM WATERMAIN PLAN of coH�D , t- - _ HY R T -� I RIM H-410 925 68 CROSSING 8" DIP PLUG � Q w 1 -0 6; GV& BOX ( 1 \ r r , 8x6 DI r - INSULATE r 1 r INV 898.62 (8" IN) SMH-411 OUTLOT D x Y I l a I I I \ I I I I I 6" V& BOXI I , r , r HY RANT I WM/STORM I I V 898.52 (8" OUT) RIM 924.26 / w _0 1 I \ 1 1 1 1 1 1 1 CROSSING SMH-451 0 _ I 1 1 I I ( I 8x DIP TEE I I RIM 926.69 0+ I INV 899.10 (8 IN) / o 1 1 I I \ I 1 1 1 1 1 1 X c., 1 INV 899.00 (8 OUT) / I 1 I I 2 �G I 1 I I 2 I I I I 11 I I 1 INV 917.23 (8 OUT) I 18-0 I x DRAWING NO. Q I INSULATE \ 3 I I 4 1 1 I I o 1I I °' WM/STORM I I I I I 1 1 5 I I 6 7\ 1 1 I I 1 1 I � I L---- I CROSSING I / x 00 01 I I I \ \ I I 1 1 1 1 11 I I I > I r---------� I --- L-----------, -----_j I------� I------� 1 _ I I 1 1 11 1 1 1 /�� J �__ _� -- 1 1 I I I a.v - ---J L-----J C7 I------J L-----�J J 2 1 \` N I CONNECT TO SANITARY STUB co o I x x 0 E CONNECT TO EX WM -T- INV 916.75 o L_c: __------J 12" GV & BOX I I I I I I EX SMH I PLOTTED: COMM. NO. N RIM 929.27 CONNECT TO EX WM xr 17004 'o ' I I I I I INV 916.70 (8" IN) -- z x I 8 GV & BOX