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Frenchman Place 1st Add. <br />916.0 <br />I 2024 — — — <br />PARCEL ID: 1803121-340001 <br />ADDRESS: 15040 EVERTON AVE N <br />OWNER: ROSSINI STEVEN J <br />SWPPP NOTES: <br />11/ ' .___\1/ \l, 11/� \1/ WET 91 8 \1/ 11/ \i/ l 707. 6 — — N87030'30"W 1196.83 9187 2088 1 -1 N. IN" I%" ." °„1"" <br />- - I z3 _x2029 k2026 915.1 2079 WET 914.2 o S6 Q"W MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING <br />916,6 i / WET 2A30� WE 2028 7 WET \L 11/ \1/ 1 11' `1' `1' 920.3 918.0 , , \°p31 ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. <br />-- <br />�' �' �' �'i 031 �' ET �' `� �7 `I' `1' `1' `l, \L \1/ zo8o \1/ 27g•kj - ALL EROSION CONTROL NOTES, <br />/y \1/ \1/ \1/ \1/ \1/ VET- —y_ 5 aIR 1A <br />J \ �� \L 8, \L 918 0 \L , �• <br />-------- 25 Rear Setback Line - 2oa1 zoa7 \\ ----------- ; s9 0.000 2 SEE SHEETS SW1 0 SW1 5 FOR S <br />I I WET WE <br />i - ` _ <br />\1, \1/ 1l, \1, \1, 11, \1/ \1, \1, 4/ \1, \1, 11/ \1/ \l, \1/ 11, \1/ \j \ WET \L `\\ \l, \\l, \1/ \1, 11r \1/ \1/ 11, \1, i \l, / Il of Car D ESC R I PTI ON S, AND PRACTICES. <br />/ I - 2084 WETStJ\\ (fl a M /^07 <br />\u2oz2 - _ �2oa3 w�XwET `?'Wens a`°/,� 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION <br />/2032 _ Want e <br />wET WET I WET WET \\ s \ ------ N 37 "-- p /_� CONTROL NOTES. <br />tJ \ n Wetland Cove Area r Doc. <br />\l, 1 \ o. 766 2 ----- - _ -- �, <br />\1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ 11, --------11/ \1/ \1/ \1,----- \1/ \l, �' \1/ � \ \1/ \11ss. � ` y J ; \)i 3,1, ' ��i y � \1/ <br />I - UPLAND AREA------------------- <br />---------- <br />--------- ° \ 15 Y to' <br />I ; --- xzoa9 sem\ \ --' - '`.°3�,r �` 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, <br />D WET <br />nl�TL INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. <br />\l, \l, \l, I \L \L 1L \1/ \L I\ I ji \L ', V v \ \ <br />\J \Ir \1/ \1/ \Ir \I/ \1/ 11/ \I/ \1/ \1/ 11, ,1/ \1/ \I/ \I/ \1/ ; ' 11, 11/ \I/ l `'.1r 11/ \b\ 11, 11/ WE F94 ND 11, 11, 11/ ''� � \I, `b <br />,;WET' WET3 A ss\,s, `; $6°°ca�-'' , ti� CITY OF HUGO EROSION CONTROL NOTES: <br />11, \1/ \1/ I4/ \L 1L 1L 1L \L ,\ \L \1/ \l, \1/ \I/ \V \l, \1/ \V 11, \1/ 11/ 11/ \1/ \1/ 11/ \1/ \l, \V \\ 1, � �1, a6 \ O \1/ I \L \L 1L °3� �L \1/ \L o <br />I <br />06"-, N6A ' ^ ) <br />\i, �, \;, WET \;/ \;/ \1/ \;, \l, \ \I/ \l, \;/ \;/ \l, �, �, \l, \l, \;, �, \l, \l, - ,�,- " - \l, \l, �, \/ \1/ \\\ \1/ \L \\\ t, \L 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. <br />wV <br />�` 12o3a --------- <br />'WET--- \ F � � 58`1'"1 <br />�+? I \ \\41- <br />---------- <br />1 <br />\�` I � `. --------------- <br />J 1 <br />�ctr----- \�\L--------- <br />— <br />2019 - -�- __--_------ � ��� \ <br />wET \ / S �j0 S89�-8'54"E \ i4/0100100 <br />\l,``, I \1/ \l. \1/Ln I 20 Wetland Covenant Area / OJ%�� 20 - — — — — <br />Ln WA <br />ET per D No. 40 7619 & 4V7620 / SSF��\ 4� Lot Cor N89058 54 W 251.28 lot Cor <br />\l, 1l• 1l. M i \l/ 4/ \ 4/ \I/ \j/ 4/ \l/ \1/ / -- \�' \1/ �' \1, -= �i---------�, \l/ 4/ \1/ \l/ \l/ \1/ 1141003`5'di <br />�036 "-----'1Lf`�� 7 '''--------------------------------- i � / ,y I <br />* WW \1, \1/ \1/ \1/ \1/ \1/ \1/ \1, \1/ \1/ \1, \1, \1/ \1/ <br />I 2018 <br />WET \L <br />i 1 I /M \1/ i \ // i WW \1, \1/ \1/ \1/ \1/ \1/ \1/ 1 \L 1J/ \1/ \1/ \J/ \1/ \1/ \1/ 1 \1/ \1/ \1/ \1/ \1/ 094 WEg�/ / �� \V \1/ <br />1 /o <br />2017 1 WET /=`kl, \1/ \1/ \1/ \1/ <br />WETf 1 i 2046 <br />*2038 \1/ \1/ \1/ \1/ \1/ \1/ \1/ ; / T <br />I I' y \1/ \1/ \1/ \1/ \1/ y \1/ t, \1/ \1/ y \1/ 093 / \1/ \1/ y \1/ \1/ I <br />WET , <br />I* R C E L D� 19031 2 21 0013 \1/ \1/ \1/ \1/ \1/ \1/ 1 \l, \1/, WE99� WET \1/ \l, \V \1/ \1/ <br />I x20�� UPLAND AREA `/ <br />\1/ J 11/ \1/ I 2016 \1, \1/ 11, \1/ \1/ \l, \l, 11r \1/ 11, A/ \1/ \l, NV \1/ \1/ 11 11, *b1 /1 \1/ 11/ 11/ \1/ \1/ \1/ <br />O U I WET 120 9 i 1 11 WET - \fix 2097 <br />WET / <br />i WET _ 2133 WET I Q <br />M <br />\1/ 11/ 11/ \L \L \1, \L \L 1 \L \L \/ 1/ \/ \/ \li, \1/ 209G --V- \1/ WET\1/\ 2098 �, \L \1, \1, \L \L ,� n o <br />00 I ; 11 wET wET \2100 N o f <br />� 11, U \L \L j 2 1 3 2041 \l/ 1L� xWE'f \L 11, \L \L,'� \1/ \1/ \L \L 11, \L \L \1/ \L \L \1/ 11 ET \L \L \l, \L \L 1L I I_ 0 <br />- 2046 -- 2 4 1 i M N Z <br />xWET WET ET `z ' i P1 \ N D M FT > <br />--------- 20a� - <br />� y y \l, 1 / y \\ y � �\1� A \l, \1/ \1/ w � w v <br />L--- -------------------- - - 1 Vv = CD CC <br />V <br />NS89° 59' 50"E 233.70 x WET W \ y \1/ \1/ \1/ \l, \l, y \1/ j \1/ \1/ \1/ \1/ \\ \1/ \1/ \1/ \l, \l, \l, O ° cn = <br />O - �, i 2099 \ p C) <br />------------------ \ A i WET \ I O = <br />14, \l, \1/ \l, ET \1/ ; \\�� \1/ \1/ \1/ \1/ \1/ \1/ \1/ { \l, \1/ \1/ \1/ \1/ \1/ \\ \1/ \1/ \1/ \l, \1/ oo o Q <br />oT O�Gp \\\ D i \\ � LLJ � � <br />\ �ly� 11, \l, \1/ \l! \1/ 11/ \1/ \l, \l, \L� Z \1/ \1/ \1/ \1/ \1/ DE z <br />v L�7 v �ETL I A Q�� <br />lop <br />V " °6rr 1L 1L \L o <br />2013 11, \L \L 1L \l, \L \ \L 1L \L \L -, \1/ <br />SET �j�"9 \ \1/ \1/ \\ O \1/ \1/ \1/ \1/ 11/ \1/ `,1/t N <br />--------------- <br />LOT <br />W T <br />�- O\ i � `� 1•P cn <br />11, \ 2 12 11/ 9 \ O,� r 1,, Q) \V <br />ET <br />I I L\1/ \1/ \1/ \1/ 11 \1/�\` \1/ \1/ \1/ \1/ \1/ \1/ \ \1/ \1/ <br />I w \ t)U <br />dr <br />\1/ \1/ \1/ 1 \1/ <br />o X/011 20 \CONSTRUCTION LIMITS <br />H h WETON <br />I v1/ � � �' II � i 3'i` a•y `�'b I � C v Av1/ vlr v1/ v1/ �i vjr `� vjr v1/ v1/ v1/ v1/ AV v1/ v1/ v1/ vL <br />s I s7l• a} 'y \ �\ i � <br />\1/ \l \1/ 11/ \1A \1/ <br />D I 054 <br />T Eoh�w <br />1, ' \1,vvPERIMETER EROSION � \ J `•/ <br />CONTROL AT I' \ v!r vL vL vL r vl, vL vL vl,SS <br />CONSTRUCTION LIMITS, 11/ I _ �, �,- N83° 3'13"E 119.39 \\ ,r �.�'03 <br />\1/ \1/ \\1/ 11/. \1/ \1/ \1/ �, \1/ \1/ 11, 11/ \1/ <br />TYP. *2 Ig ® ® - \06 - _ ,S• \ \ rr . �'S,� / �, , <br />i \1/ � W p� 01a� 9� � � \l� \�r a\\ \1/ <br />\ I, °,\ y `41 \1/ <br />`1'Mainage &*tility Eas*ment - `1' /�) �� E �O a 06 v )���tiv �9\w1/ vl�r pS vL \J/ \4/ \J/ <br />per Doc. No. 3519170 V 20(l ® 7-�—< ! , °'yam 115 <br />--- IN LL ADDITIONAL\l� �av \1/ \l, 11, 11, \1/ \1/ 11/ \l, \l, 11/ ` 0.000 r/' ,'' / r / /. ice/ <br />92 I� ROW OF SALT-FENCEr '78 Lot Cor <br />® T %IV \L \L 1L \1/ \1/ 11/ \1/ \1/ <br />I I' AROUND FILTRATlOPI / <br />\1, BASIN ONCE r \1/ \i/ \1, \1/ \1/ \i/ \i/ <br />INLET PROTECTION AT 2E07 i INLET PROTECTION AT - 14 CONSTRUCtTF,b ,1g'�� , // / <br />--�'`----- ;CATCH BASINS, TYP ♦/ / CATCH BASINS, TYP -I i v �l \1r 11r 11r \1/ 11r 11/\1/ 6loo1/''41 ' ,,' <br />I ® - I i 2134 1 / /• <br />\L "00,\1/ 1 \1/ E 6 �3 I / x WET \1/ \1/ \1/ \1/ \1/ \1/ \1/ �,, <br />m <br />s / Tea6� wo <br />Lot CarSM <br />, <br />--\L------- 8(�---------\1/ R mH 921.8 S1 ® ® n eel WET \1/ \1/ \1/ 11, 11/ \1/ \11 11/ C \� //' / �. // <br />�g I nv=904.43 SE <br />921.5 9'18 \l, \L I nvW904.23 NW <br />OTC=921.1' ., . 000 \ <br />�cp z0 <br />\G0 900 6 � �� I C R\wE V �75 vlr vL vlr vlr \4/v!r 1L \4/ <br />,� Rim=921.5 / / <br />/ <br />92os �� Q� � CONSITfi�t1ION LIMITS v :. / � ,rr �'� / <br />av <br />92 , �� ` 914.8 \�' INf•TALL REDUNDANT \1/ %4/ %4/ .1, 11. \t, \1/ <br />\�>9 0.9 �ry�6 9Sr ,, \ \l/` 11/ \l/ j ' 74\1, ROW OF PERIMETER 1V \l, 11/ 1l/ \l, \l/ 1l/ 1l/ /'r/ ' r <br />,�,E /� / <br />L ,� <br />WE EROSION EROSION CONTROL INV= <br />i..... \ d� <br />5�z ADJACENT TO ALL 11/ \l, \l, \1/ \1/ \913.8 <br />Gu=921.2 ��sz1.5 s �I/ /,� /- rrwET/� WATER BODIES AND ,.� �z <br />/ / <br />INLET P TECTION AT � � � � �" ' <br />6 y EA de �I, INLEf/PROTEL�`TION AT WETLANDS vz�i/ 11/ \l, 11/ 11/ 2113 \1/ 11/ 11/ /. <br />CATCH BA S, TYP �_ <br />9wEFi ° - CATCH BASINS, TYP ocs -"WET INv=.' , /z <br />\Lc ��a �' �� 3V' �_ UPLAND AREA _� �� Rim=917.4, �i�914.1 �' �'/'� , r, <br />CBR ' 922.'�II^Ca TC\ I - 2112 <br />Rim=921.6 \ I \�\ I \c�\ 922 , a - 9 1�' 1 / _ y5' c .z ^ "' .- �_.,. BERM --_ WET ` 2114 �/ <br />Inv --918.46 Z10/ -— - - --- ------ WET <br />INLET R- <br />I CATCF <br />INV=__/ <br />915.1 <br />ON�� 2. <br />�9 9 <br />\ S <br />SI TcoU\9z'. s`li <br />Rim=921.9 92j y <br />nv=905.99 SE <br />^'15 I C W <br />INLET PROTECTION ATS <br />Ir' CATCH BASINS, TYP <br />CBR <br />Rim=920.8 <br />Inv=917.27 <br />3T <br />3 VQ 92q\ <br />GU,92p5 R <br />rC'927,0 <br />SI <br />C/ 7 <br />- 9 <br />1,,906.,1 <br />5 SE <br />nv=90640 <br />NN <br />PARCEL ID:1903121210016 <br />Owner: LAKE AREA BANK <br />ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND <br />MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM <br />REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING <br />THE COURSE OF CONSTRUCTION. <br />11 <br />W PERIMETER EROSION `I' -- - % ' /lvET NSP\Transmissilan Line N a- WET 1 <br />CONTROL AT Easement ,%� / / O T <br />I X z o1 a \per Doc. Re. 35375$11 <br />CONSTRUCTION LIMITS, <br />WET / <br />2 W W \1/ \1/ \1, \1/ \\1/ ` �.` / 2118 211 B' \1✓ WET <br />W 9TYP cBR a,o� WETLAND/POND 10 T �WET.,, <br />I Rim=919.0 WET <br />\1, Inv=915.28 W `1' \l, \1/ \1/ NSP Tralasmissionkine <br />CONS RUCiv�I4TS 2 / / w Easement k, ��� `�j'� <br />STALLADDI �IALm I� `1' peq/Doc. No.\1353756211./; ,'�1zi, <br />\1/11, LEGEND: 2067 2 0 IYf F9NCE *2122 \1/ \1/ \1/ \1/ \1, \1/ ; .�� �/' 1/W1/ `,� �,�/ \l� PARCEL ID: 1 9031 21 21 001 4 <br />*wET `1' OVWOF S2�p3 <br />VvEhLTA�ATION�cP� - - - �ti './' z ' ' / Address. 4790 ROSEMARY WAY NORTH <br />WET <br />- la W - _ \y \1, / ' ,' \l, S`,�,/' \l, OWNER: CHRIST EVANGELICAL LUTHERAN CHURCH -------- ------ EX. 1' CONTOUR ELEVATION INTERVAL <br />p_6 B IN ONCE' / <br />— X2121 , ,/ <br />c=920 9200 - ' 20 WET ,v' / , I 1137 1.0' CONTOUR ELEVATION INTERVAL <br />_ \I/ / <br />.920.0. �--�_�� <br />1 U=919.7 =s1s.s - -- __ ,'' ,' ' ��� DRAINAGE ARROW <br />_ IS" TC �s ' / <br />GU 919.2 RCP L GU=919.3 920.5 a O_ 20.3 ' �``/ \1/ \1/ INV= <br />rc=920.3 ' . <br />iC=9204 0" - �/ / INV= <br />/--�- - <br />m 911.8 <br />911.7 <br />GU=9199 - / RBR sll•7 ■������������������■ SILT FENCE/BIOROLL GRADING LIMIT <br />iC=920.4 GU= 919.4 I .�. 9�9 =— __ _ �� _ _ /' a` =920.0 ¢e /rya �9j8 <br />9200 ��_�'1/ , GU=919.79)�r 7 <br />_ TC=919.8 L =919.s —-9,�-9�: 2 \ '9 ■■ INLET PROTECTION <br />TC=919.8 GU -919.9 / / g\9' j <br />7 <br />� —� TC=920.2 U_91, 6 <br />_9196 Ar�,99 RA3•( <br />Z <br />'3 <br />TT %SNIP <br />TC=2/4 ', OCBR C=920.1Rim=918.9 In=914.64 <br />117 STABILIZED CONSTRUCTION ENTRANCE <br />s 000 <br />CBR \ 2 979. Rim=919.1 \ Ig.'R \V — <br />Cp rc''9s ti v 9919. I—T <br />C <br />z, BR ccs �/_ L L —. /Z— z <br />i Rim=918.8 zsR X09 os <br />v °999xEROSION CONTROL BLANKET <br />,' Inv=914.86 `\\Cp ? ^ .2 0 <br />/ / / / / • //' \ <br />C4 <br />T \ <br />/ <br />�\ 0 <br />0 <br />INV=-/ <br />911.6 \ <br />�INv==\ \ \ Know what's below. 1" = 50'-0" <br />/�/' 911.5 �\ \ Cal I before you dig. <br />, 25'-0" 0 50'-0" <br />2/14/2019 4:59 PM <br />clovo �Hsot�� <br />R �� <br />CM G3 ( M p <br />Civil Engineering • Surveying • Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />M I L L E P <br />HANSON <br />Cn <br />FM <br />z <br />UU <br />M <br />N <br />Lr) <br />Ln <br />Z <br />z <br />z_j <br />W <br />C <br />a <br />O <br />am <br />O <br />W <br />a <br />WZ <br />a5`z <br />O <br />Q <br />W <br />''^i <br />vJ <br />�j <br />a <br />W <br />LL <br />Q <br />W <br />J <br />W <br />U)0 <br />z <br />O <br />J <br />UU <br />co(nti <br />�0U <br />LU) <br />O <br />C,� <br />a_ <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />Matthew R. Pavek <br />DATE 2/15/19 <br />LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY:BN REVIEWED BY: DK <br />PROJECT NUMBER: 18125 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />SWPPP - PROPOSED <br />CONDITIONS <br />swi ■ <br />Q COPYRIGHT2018 CIVIL SITE GROUP INC. <br />