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\\ _� n_ ✓ 933 \ \ 934- ` � ,� � - \ I\ I ul m � � � 932 933 � � III III �' -1 932 - - - �I III 1 / NOTES : n 1. ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND FERTILIZED 1 II n CULVERT END I i° � � iii � WITHIN 7 DAYS OF ROUGH GRADING. PROTECTION CULVERT END lul INLET PROTECTION 2. INLET PROTECTION TO BE INSTALLED ON ALL CATCH BASINS ON FREELAND FREELAND AVENUE N 134TH STREET N, � PROTECTION � �"' ii �� \ GENEVA AVENUE TNN�AND GENEVA COURT N. s \ W W X X X X X X X x X X X X X X 3. PROXIMITY TO WETLAND REQUIRES STABILIZATION WITHIN 24 HOURS. I W W W W W W W W W W y W c 4 W y W W W W y y W y W W W W W W W W X X X X X X X X X X X X _ 4. A CITY APPROVED DEWATERING/PUMPING PLAN IS REQUIRED PRIOR � s34W 3� �� \ X X X x x X ' X l TO ANY PUMPING ACTIVITY. NOTIFY CITY OF HUGO ENGINEERING W W W W W W W W W W WI W W W W W W W W W W W W W W W W W W Y� W W W WY Y `Y W W W `Y W �Y �. W ,Y W �Y W W W �Y W W W W W IW �Y ❑ ❑ ❑ ❑ W W •Y •Y ❑ W ,Y W ,Y W W I X X X X x x X X X X J DEPT. PRIOR TO BEGINNING ANY PUMPING ACTIVITY. I W W W W W W W W W ❑ ❑ ❑ LFE=934.0 E x x x x x x x x x x r - - ❑ ❑LFE=934.0 5. NO FERTILIZER IS ALLOWED WITHIN 50 STRUCTURE SETBACK. 934 X x x X X X X / I I FES W31 W ❑ ❑ ❑ ❑ LFE=934.0 LFE=934.0 LFE=934.0 ❑ I❑ LFE=934.0 W W x x x x x x x x x A ILL W W W W ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I El ❑ ❑ ❑ ❑ W W X X X X X X X X X I/ I WL: 1' 2 0 W ❑ LFE=933.7 ❑ ❑ ❑ FE= 941.9 // WL'/ 9� W GFE= = GFE= GFE 41 g LF - `�' �' x x x x �x x x x x x x x I w w W GFE= I GFE_ ❑ ❑ 3.0 u u x x x x x x x x x x x x + W 'Y I I W y y W y ❑ ❑ ❑ I❑ 941.9 941.9 941.9 941.9 941.9 00 £S El ❑ ❑ ❑ ❑ ❑ ❑ �y��yl X X X X > •X E X X ❑ 941E6 ❑ ❑ I❑ ❑ ❑ LJI ❑ ❑ ❑ El ❑ ❑ I ❑ ❑ �'' ❑ ❑ ❑ ❑ ❑ ❑ ^ w w x x x x •x W W W W FE- � g g w v .� X X X X ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �, ❑ ❑ o ❑ 2 2 aLET X X X x x I I W W W W W ❑ ❑ ❑ ❑ °° c ❑ ❑ ❑ ❑ ❑ ❑ CND�R ON as ❑ ❑ ❑ 1� W 'k W X X X X X X W W •Y •Y •Y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑LA yWWLXD ❑ ❑ XXXX XX x X 0 25 50 100 W Y Y \I I LFE-933.7 ❑ ❑ a ❑ H 23 W `� X X X 1 y W W I c 0 94.2 W X X X X X FEET W W W W ❑ ❑ o i +- O W W W W W W w FE= ❑ ❑ 4. � W W W W X X X 941.E / C CBMH 2❑ ❑ ❑ [( IE�21❑ ❑ ❑ ❑ ❑ ❑ FE_ ❑ W B 00 49 33.3 W W 1J - r I F I El 7 7 7 0 I W W W W 0 ❑ T C7 0 ❑ ❑ $ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ v ❑ ❑ ❑ �, �� ❑ S] y W I W IGFE GFE GFE= I ❑ ❑ G. - ❑ ❑ ❑ ❑ GFE_ ❑ 942.9 ❑ 9 0.7 9 0.7 ❑ 9 OE7 9 0.7 - 9 94 .1 / 940.7 ❑I ❑ ❑ ❑ ❑ GFE= w W COI �O 943.9 ❑ ❑ ❑ ❑ 940.9 u W u W / y F =934. 33+00 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LFE=932.8 LFE=932.8 rn � LFE=935.0 LFE=932.8 LFE=932.8 LFE=932.8 J W y 4.7,E ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 9 0E W 1 ❑ ❑ ❑ LFE= 36.0 ❑ W ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ WcI W W xWx x ~ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑I W W W W W W W W W W �Y �L �L �Y W W W I W W W W W W W W W W W W W W �Y �Y W .y ,y X X X X X X X X X X X X X X X X X / V W •Y W W W I.y .y .y .y .y W I .� .� ,y ,y .y •y W W WY •Y /W •Y W W W W I `Y `Y `Y W W E=93 X X X X X J X X X X X X X X X X X X X X X ❑ ❑ ❑ ❑ ❑ ❑ ❑ `� `1' X X X X X X X X X-•' -j E X X X X X X X LF =93 2 ❑ ❑ 4' ')' W W W Y •Y •Y •Y W W W W •Y •Y W W W WY •Y W •Y W W W W •Y W W W W •Y W W \ X X X X X X X C X X X X X v v w I ❑ ❑ ❑ ❑ LFE= 4.7 w w w w w w w w w �� v W y w w w y w ❑ ❑ ❑ ❑ W W W W W W W W .y X X X X X X J X X X X X X J X X X / W •Y ❑ ❑ +y X X X X X X X X X X X X X X X X X X X X X X X X\ X X X X X X X X X X X X X X X X X X X X I X X X X X X X X W W WY W ,y .y X X X X X X X X X X X X\ X X X X y GFE- 32 00 ❑ ❑ ❑ ❑ x x x x x x x x x x x x x x x V x x x x x x x x x x x x x W W x X X X X X x J J < x x x x x x x x x v v v 2.1 GFE= W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x > W W x x x x x x x > x x x x 'k 942.6 I ❑ 4.3% x x x x x X x x�r-�x x x x x x Oc x x x x x x x x x �c�� x x x x x x x x x x x x x x x x� W 3.6% y X X X� X X X X X X X X X X x x X X X �X x x x x x x x� X X X X X X X X \ W W ❑ ❑ ❑ ❑ ❑ ~ W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X�)(�X JS X Y�� X X X X X X X X X X X X X y ❑ ❑ Li ❑ y ❑ ❑ ❑ ❑ ❑ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W T LF =93 5 ❑ ❑ E77u W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ❑ ❑ ❑ LFE- 34.9 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x W W ❑ ❑ I 11 ❑ ❑ ❑ W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 4 GFE= 919 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x < x x x x x x x x x �/x x x x W W I 942.4 GFE= W x x x x x x x x x x x x x x x x x x x x x x x W W Y I 942.8 y 4.4% 31 Oo X X X X X X X X X X X X X X X X X X X x x X X X X X X X X X X X C X X > X X X X X X X J X J X X x x X X W 'k W � W X X X X X X X X X X X X X X J C � X ) '! X X X J C X X X X X X I y Q ❑ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W E ^- X X X X X X X X X X X X X X X X X X X C-yC� X X X X X ) C X X X X X X I I y L� I.� ❑ ❑I ❑ W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ) X X X X X W W FE=935.0 ` ❑ ❑ ❑ W W X X X X X X X X.`� XX XX X X X XX xx XX X X X XX XXXX LEGEND ❑ ❑ ❑ ❑ ❑ ❑ LF =936.1 W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X 'J(► X X\ X X ) C ) X J X X W - GFE= x x x x x x x x x x x x x x x x x x x x x �x x x x c x x W W 3 942 ❑ ❑ 17 XXX XX X X X XXXXXX X X XX X X x ---- � x X X X i�' / / ---- RIPRAP, CLASS III WITH FABRIC 7.4% GFE= W W X X X X X X X X X X X X X X X -_ w w 944.0 \W X X X X X X X X X X X X X X X X X W W X X < X X W %� W W ❑ �o C'8% W W X X X X X X X X X X� X X X X X X W � X HYDROSEEDING LIMITS, SEED MIX 35-521 , X / W W ❑ X X _ X X X X X X X X X X X X X X X X x X / \ SEE SPECIFICATIONS W ❑ T CTION c6 1 -- _ X W ❑ ❑ W / HYDROSEEDING LIMITS, SEED MIX 34-262, X X X X X X 1�qo X (�x X X X X X X X X X X � � SEE SPECIFICATIONS W W x x x �x x x x �' < � x x x ❑ ❑ � ❑ ❑ - �' x X X X X X X X X X / \ ❑ ❑ SODDING LIMITS, 928 - \ SEE SPECIFICATIONS �. .� W W W W ❑ ❑ ❑ ❑ ❑ ❑ W W X /W / X El El ❑ ❑ El El El El X / Y W y W W W W ❑ ❑ E `❑ /� `\ / _\ ` \ X X ` X //`1' W W \ 944.2 J�N Y 7C SILT FENCE I � W y W � W � ❑ ❑ ❑ ❑ � �/ .�.� � � \ \yam`��W � x/J� '� � \ � � \� � LFE=936.3 El El \I I W Y W W 'k .Y W .Y W .Y W❑W❑ ❑41 W V' `Y ,Y /Oj� / / N/ pJ� / J\ / OUTL / `929\ / 'p UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLAN WAS 13635 Johnson Street DWG: 2112 SWPPP 1 K: CENTERPOINT ENERGY (763) 323-2760 05/13/22 LANDSCAPE PLAN PREPARED BY M E�( MY GOODVIEW ESTATES COMCAST (952) 607-4078 DIRECT SUPER 1 D T AMA Ham Lake, MN 55304 HUGO MN DATE: 07/06/22 OOPRBR STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS DULY �E SSIONAL RFC ENGINEERING ' IN C ■ Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEEr T1 LAWS OF THE P XCEL ENERGY (612) 526-4508 06 29 22 OUTLOT CONFIGURATION MINNESOTA. . STORM WATER POLLUTION PREVENTION PLAN 0�8 �� HUGO PUBLIC WORKS (651) 762-6301 / / FaX 763-862-8042 SHEET:C 9 OF 67 800-252-1166 651-454-0002 07/06/22 CITY COMMENTS Consulting Engineer $ I I I DATE REG. N0. IDESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC FI LE: 37-1 -109