-
<br />1�
<br />921.5
<br />i
<br />� TC=921.1
<br />GU\920.66
<br />GU`g2G B
<br />rGo L�9
<br />TC=920.9
<br />TC=921.6
<br />GU=921.2
<br />916.0 PARCEL ID: 1 8031 21 340001
<br />ADDRESS: 15040 EVERTON AVE N
<br />. 11OWNER: ROSSINI STEVEN J
<br />\1/ _ _� \1/ \1/ I \L WE T4 / _ 9 8 \� - - S - - - - - - �T - = \V - -' - -
<br />1 \ ---------------+-------- Toi. 91s�
<br />- N87030'30"W 1196.83 918.7 2088
<br />1 23 / \ 2029 2026 _ _
<br />- - - - - - - - - - -
<br />X - - - 2079 WET 914.2 003`-)I a\N
<br />11/ \1/ \1/ 916.6 WET / �3oX tl°E 2028 / WET \1' 11/ 918.0
<br />1 916.6 / / WET/ / 2080 --917- -_�1978.0
<br />- -� �-____ �� \ ��s� -- �' 279`x§ Q000
<br />\L \L \1/ \U \L \L \� \L \L \L \L 25' Rear Setback Line - -- ✓ 2oa \ \V s ---_ ---------------917- ----
<br />031 / 027 ,-_-_--_-___ / 2081 ,
<br />✓ / WET \ \ _ --� /� - - - Lot Cor
<br />I WET / WET i - / _ __
<br />11/ 11/ 11/ I/ \1/ \1/ - \1/ - - _ _ _ _ _ - - - - X%'� / /' \L \L \ �L -- \L \\,J", \L \L \1! _ -� - - - - - �' - - - ' \L W/ /�\ \l
<br />-9`5 _F- J �1C1 avEr\\ s�\\ - - - -916- �CP �Qj
<br />\L \L \L \ly \1/ \1/ \1/ \1/ \1/ \1/ 14/ \1/ \1/ \1/ \1/ \L \L \1/� \L / \1/ \L \i¢ �1/ \T/ 2� \1/ I \1/ \L \L \ \1/ \L 6`° \ 11
<br />c�\L \1/ \L \L \L \L \L \L /No -"
<br />I W€ wEr2 j \\ \ 2082 �11T WET wEr \\ sa\\ Q __ Wetland Covenant Area per Doc. /=ryN 15/ i /�
<br />y \1/ \1/ \1/ \1/ \1/ \1/ I y \1/ y \1/ \1/ \1/ \1/ \1.1 I\1/ \1/ \1/ \1/ \1/ \1/ ; % \1/ \1/ / \1/ '%' \\ \1/ \lis` \ \1, ;' -� No. 766372 \j, ;' \ \j, ----�; _ -� `/ / \1/ �% /\
<br />i I I
<br />------------- UPLAND AREA ---------------- --"' \ s
<br />1 ` X 2089 - S6 \ `�. tK or' V /
<br />\1/ \1/ 11/ 11/ \1/ \1/ 11/ \1/ \V L A � D 11/ \1/ - \ \1/ \ \l/ \1/ \1/ \L \1/ 11/ \1/ WET \l/ \l/ / \1/ \1/ sr\�c \1/ �\ \l/ \1/ \1/ �L \1/ \1/
<br />\l/ \1/ \1/ 1 \ " 2021 \I/ \I/ \1/ jjjl���\ I�1/ \I/ \1/ \I/ 4/ \I/ � •Q � \I/ \I/ �\j/ \I/ \I/ \I/ \I/ \I/ \I/ \1/ \I/ i �l/ \I/ \I/ 1� �l/ \I/ \D \ \ \I/ \I/ WE %V NO \I/ h�
<br />I `\ I WET 2033 9 \\ �S
<br />w A� c,
<br />1 \1` WET \ \1/ \L \L \1/ \1/ \ \L \L \1/ \L \L \1/ ' � \1/ \L \L \1/ � �\L �\L SSJ-t6O � \ p \1/ 'I \L \L \1/ q°3� �L�' � / /\L \1/
<br />\ \ \ 8 1 \40 i / 916.2 X
<br />I x202 \ I X 916.7 \ 2 \ 1 �� /
<br />\1/ \L \1/ 1 \ WET \1/ \1/ \L \1r \ / \ / \ / 1 \ / \ / \L X 91 s.4 \L \L \L\ \ / \1/ \1/ \ / -_- '--- \L \L \ / \ / \1/ \ \L \ / \�!F \ `/ 58 `I:"1 \L \L / \L \1/ /
<br />2034
<br />_ \ /
<br />I I It II X 916 3 1 ___________ \ ° 52' 10'
<br />WET F\1/ \1/ \1/ \1/ \1/ \1/ \ \1/ \y \l i \1/ \1/ \1/ \1/ \1/ ___- 1_ ----- \l. \1/ \1/ \1/ \1/ / \\1/ \1/ \l. \1/ \1/ \ \ \1/ \1/ \1/ \� _ _ -
<br />m 1 w01 �\ "976, ". - ' " - I S >> S89° 'S4"E
<br />\1/ \1/ \L \1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ ``` \ii .� ` \1/ \1/ \1/ \ \ - Wil/ - - i\l� \1/- ' -- \1/ \1/ \1/ \1/ \1/ \1/ \1/ / \1/ 6,;4,-: 1 \1/ \1/ \1/ \ \1/ 1l/ \1/ � \l/ \1_ \ \1/ JJllll ll'
<br />20\xWetland Covenant Area - / ��% 0 - - 0.000
<br />I wE \ \- / SS" �� q�•2 Lot Car N89°58 54 W 251.28 -�---- lot Cor
<br />r, I ---"' per D No. 40 619 & 7620 - �,, F E
<br />4/ \ \ \l/ \V •V\/ -- �"----- _ _--- \qs \�`/7 4\Q� - - \l/ I� 11/ \1/ 11/ 11/ �. \l�
<br />---/ /
<br />�•Y�----------\1/ \1/ ; ' � \1/ ', �7 ;' / \1/ / \1/ \1/ \1/ \\ \1/ i4/ \1/ \1/ \1/ \1/ \1/ ,\�i�i \1/ 11/
<br />2036 /
<br />\l. .1/ \1/ ; \l• I I w\ELT \1/ \1/ \1/------- -.l• \1/ \l/ .l• ,' \1/ \1/ .l• , / .l• \1/ \l• .l• \ \ \\�/ ; \1/ �.1/ .1/ \1/ \l• /.j' ; ^Q/ \jr \1/ \1/ \1/ � /
<br />`I/
<br />WET \1/ \1/ ��/ \1/ \1/ \1/ \\ \1/1 \ \1/ I \1/ \1/ \1/ 7 \ 11/ A/
<br />I ( \
<br />\1/ i wW \1/ \1/ \1/ \1/ \1/ \1/ \1/ Il \4/ \1/X s16.7 \1/ \1/ \1/ \1/ \1/ \\\ \\1/ \1/ \\ \yl \1/ \1/ \1// 094 WR9 V % / o� \L \4/ \L \L \L
<br />2011 I \1/ \1/ \1/\L \L \L \L \1/ \1/ \1/ \L / \1/ \1/ � wEr zo�6=� \/ \l \L \L
<br />1
<br />I / \ WVT
<br />2038 \1/ \1/ \1/ \1/ \1/ \1/ \1/) \1/ \1/ \1/ \1/ \1/ \1/ \1/ // \1/ \\ 1 \1/ Q' \1/ I \1/ /
<br />1 I
<br />*
<br />WET \1' ' * R C E L 4,' 1 9 0 31 2421 0 01 3 \1/ \1/ \1/ \1/ // \1/ \1/ i y 2092-- ET
<br />"" y \1/ \1/
<br />1r \
<br />2111
<br />I \1/ \1/ \1/ \1/ \1/ \1/ \` _1\Jr \1/ X 916 g/ U P L D j �E'A
<br />O ro U I n 2039WET i ! / i \\ X WET WET /�X�x 2097
<br />2111 / J
<br />\1/ \�/ I \ \1/ \1/ \1/ \1/ \1/ \1/ \1/ ,' \V \1/ I\1/ \1/ \1/ /�1/ \1/ \ji/ \1/ �w- �✓ WET\1/\
<br />I r00
<br />I WET L- WET 2100 N p -J
<br />2041 \L \L \\ \L \1/ \\L� \�/ \L 11/ Er \L 11/ \1/ \L \L \1/ I I� W
<br />1 \ 2-0 0 - ->; 2Q42 / / - 2046 _ _ 2 4 / I I / �J //y,.\y`\y M N Z
<br />XWET WET / E `_ WE ET `>z / '�� �' I 1 / \ �I D M Q
<br />/' � \1/ P\�i5.5 \1/\ \ I \1/ 11/ 4/ \1/ \\ \1/ �\J� A \1/ 11/ 11/ w � w U
<br />----- -- - --- r - - - - - ----- -/- W -- � - J \ V� O 0
<br />o / S89°'59'50"E 233.70 `_ _ _ xwET \\`� `L \1/ \L \1/ \1/ \1/ I \1/ \1/ 1 11/ \/ \/ \1/ \ \I/ \1/ \1/ \l/ \L 11/ _
<br />/ - , �'- �, 1 2099 \
<br />/ \ -------------�-- 1 \ a I WET \ 100 0 U cs
<br />o 11/ \1/ \1, \ln / / / \ ( I 4 / I \L ; \ Q) 11/ \L \L \1/ \1, \L \ \1/ \1/ \1/ \L \1/ \1/ \1/ \\ \L \1/ \L \1/ \1/ o - U zQ
<br />2014 / / ,/ 1� I ET I \FL \ 1 \ �O W W W
<br />,
<br />16 & / \1/ '0\\ z
<br />F I �ET%%V v� Q�
<br />v1% vjr v)r I I /// °9/� r I v1/ vL \\\\ �' v1/ v1/ v1/ vDr {; ` 915.6
<br />v1/ v1/ v1/ v1/ v1/ \\ r°� v1/ v1/ v1/ vj� W o
<br />1 / \ vvo
<br />/\ 201 1 \ \ X9164 \ ° I i N ^
<br />\1/ \1/ \1/ 11/ / \1! � WET // \ �/�9� \�\ y \L \\ °\1/ y \1/ \j/ y y I `fl/� \1/ \1/ \1/ \1/ \1/ \1/ \ - \1/ \1/ \1/ \1/ � \1/GJ
<br />/ _/--------------- \ ' 1' \\� I O
<br />O
<br />�I \L % \'A, � 20 9
<br />W T \ 0 \ 9� 916. �/ \
<br />2012 I 1 \1/ �p<\ �� \�/ \1/ Ir)'+. \1/ \1/\ \ \1/ \1/ /\1/ \1/ \1/ \1/ \ \1/ \1/ \1/ \1/ \1/
<br />W WET
<br />� � \ 2� LO \4/ \l/ \1/ I \li`,` \1/ \l/ \1/ \1/ \l/ \l/ \\ \1/ \l/ \l/ \1,
<br />\1/ \1/ z \1/ /j I I cb I \ \1/ �"� \1/ \1/ \1/ \1/ i \1/\\ \l/ \1/ \1/ \1/ \1/ \1/ \\1/ \1/ \1/ \1/ \1/
<br />O ? 2011 L-_ �� 50 \
<br />�xwETl �? �� _ 9 ET 20 CONSTRUCTION LIMITS \ \
<br />\1/ \1/ \1/ \� \1/ i i I \\� '� \ x E \ \\\\/ \1/ \1/ \1/ \� \j/ \\\1/ / \1/ \1/ �\ I \1/ \1/ \\ \1/ \1/ \1/ \1/
<br />_ I O \
<br />14/ w � I _ _ _ � - � 9 , \ � - - _ _ � \\ \'1 ' \ I � \1/ \1/ \1%,
<br />7 \1 054`�-
<br />\\ FT 41cor
<br />051WET \ i \ X 916.4
<br />PERIMETER EROSION 1X20 --_\c\ 9s \�'`\l/ \l/ _ --- ���/`, .1/ \l/ \l/ \l/ \l/ \l/ .1/ .1/ S /
<br />I CONTROL AT I I 11 \ I \\ , \ --�-- 39
<br />CONSTRUCTION LIMITS \I/, I \ I `------ ° 3'13"E 119.
<br />--✓\1\' \1/ N83 \1/ \4/ \\L \1%`. \1/ \L \L �/ \1/ \1/ \1/ \1/ \1/ 6• �.
<br />TYP. I I \ UPLANp AREA 1 / \_ /20 3 W� WE W 06 r',9\ /'
<br />w\1/ \y \1/ \1/ \1• \1/ \1/ \1/ \1/ \1/
<br />>�
<br />20 5
<br />,\� X \� \\ 11/ 14// (0* 11/ \1/ 11/ 11/
<br />Mainage &*tility Easl*ment
<br />WET
<br />r \ t \ w ��Q�II
<br />65 \ 06 \1/
<br />V/ \ /
<br />per Doc. No. 3519170 / \ / ri/ // \�� \ \�� \ \ \� `\ ,°yo / ,'' ,•
<br />p - 1 //i \ �\ �� \ \ \ \ E 213D 1z o
<br />x
<br />\ W7 INET / �� �
<br />�� \ \\\� \ ��� \ XI \ \Lot Cor
<br />\ / / / // / _\ \ \ \2 \ I WET
<br />X91 y.8 \ ////.\ \\���\�\\\\\9\\\\\\\-X 917.6 \\
<br />,
<br />2017 // /��\\\\\ \\\� \ \ \ I \ / E // /
<br />WEt 1/\\\ \
<br />I� 006 I / / \ �\ \ "\\ \\ \\ -1 \ I I�L�2134
<br />\L / \1' 1 \1/ \L WET / 111 / ' \ \ � `\\\ \\\ \ \\\ \ \ \ 1 J -� ET WET \1/ \1/ \1/ \1/ \1/ 0.000
<br />--y------ 8(�---------yJ SMH 'I I I I II I I I II l �\ \ \ \ \ \ `� �� \ \\\\ \\\ \�\\\ ) > %917.3 i / i x wET \1/ \1/ \1/ 11/ \1/ \1/ \I I ( �/ , / //
<br />I Inv=904 3SE IIII ILII \\\\ \\\\ \� \\ \\\ ®\\j\�))\\//� )// / // / / O`J ,/ // , // /•i,/
<br />I
<br />Inv --904.23 NW I \\ ///
<br />�� X 920.3 Ij l I II II \\\\ \\ 3� \� \ \\/i/��///� //// NOS'
<br />/ / / /.
<br />rG, • \ \ \ /,' \ \ I I 1 I I \ \ \ \ \ \ ii /i / �/ / /// // \� 1� / I2 T_ \1/ \L \1/ \1/ \1/ \1/ I /� / ,• / / / /
<br />G \ s2 \�� I CBR
<br />?T s \ \ \\ I Rim=921.5 \
<br />\ \ \ \\ \ \ \ \ \ \ \
<br />4 _\ NSI'�PION LIMIS I
<br />INV= '
<br />1SOS 1' \\o\ \1y -914.8 `1' \� \ \ \ \\ \ \ \ \ u/i / //� I \1/ \L \L \L \L \L \L /' /
<br />,i 9' \\\\ // \//�/ /iI INSTALL REDUNDANT ,/ / , ",
<br />.a 6 \ \ \ \ \ \ \ / // / / // / / �/ / / /
<br />,til. 1 \l. '� \ \ \ \ \ 2 \ \� \ // / ////% / / /// x/'24 \1/ ROW OF PERIMETER \1/ \1/ \l.
<br />2003WET EROSION CONTROL ' //
<br />/ // INV=
<br />5 S �2.0 I 2 \1, \1/ \ \ \\ %�\ \� \ `^�\ / �j//� �/ j��2671 2072 / `1' ADJACENT TO ALL ,V \J/ \li \li \913.8 \1/ \1/
<br />*9,,
<br />c 1 \\ \
<br />\ \
<br />\T/ , WATER BODIES AND /
<br />h II s �N \1/ AT y \ \ �7 \\ �\ \ \,--- / / / 1, ;0 70 \l/ \1/ \� �%FYl/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ \1/ ,' /'' , ' / /
<br />TC ---921 \ J \ �u T` WETLANDS /'
<br />G o \\ \\ \�
<br />a•,A 9 \\ \ < WE \ \��^�/ / / \ OCS INV=
<br />\, / �' �' � � �21 UPLAND AREA
<br />\2� N�Lc 22e..:a _ \ \\ \ \1' \ / �/ /'\ / / 915.7 VFT '- ` \\1! Rim=917.4 / 914.1 �'
<br />CBR 922. U c. \ - ' _-
<br />Rim=921.6 \ a oG 92 6 \\ 2\ �' \ 2J` Fr t / 917.2 I / �(W r9 \j/ \1/ \1/ 2107E WET \ \1/ \1/ /\1'/ Ul . /
<br />z \ on I BERM WET WET /
<br />nv=sla.4s \ / az 6 v v Setb / I = --- WET '
<br />•� � \. �✓ 2 � `�------- pCk I i I , WET ,' i� - - _ ---_------ ' �°i� I M / '
<br />/ I �Q� 10
<br />I2 2 \\ Line I I / P RIMETER ER `1' ,, j ' INET NSP\Transmissilen Line \1/ \v- WET
<br />J / J Easement / / / T
<br />�, I / ONTROL AT ;' ° O
<br />I c\ \ � •� � >> # � I I � \1/ \per Doc. A(o. 35375@1
<br />i� 2108
<br />IIS I CONSTRUCTION LIMITS,�,15 N ,
<br />----------------� s \ cG ION i \\\ \ \ l I, TY W \4/
<br />/ �WET \1/ \L \L \L 10 ` ````t'` 211T E1T/� WET/ A/\ i
<br />G \ /f 914.s cBR ' WE O / ND�POND , � o '
<br />X106 _ `V /
<br />9209 \\ 202 \ 918/0 �,
<br />RPR 91
<br />�, 1 WET \l, \l, \l, \1/ NSP Tralxsmission.l�ine \1/x \ ,�', �, �,
<br />Inv --915.28 W //,�i �/'' �` O
<br />\' < - i,.
<br />- S c 921.8 \ \\ ® / / / �� CONS RUdlv4TS / w I Easement\�� `' '`// % / / .' .
<br />�, p� \1/ \1/ \1/ \1/ peq/DOC. N o.\l3537562 \1/ / �11 s / , \1/ \1Ss /
<br />INV G 9' S H \ / / Z10 /
<br />915.1 U\g / c 2i�, Rim g / 2067 WE,T I :y / WET .` / �,
<br />sMH rc, 224♦ \ \ 1 lnv,9 2o.sj�_wET \1' \1/ �;' X2122 \1/ \1/ \1/ \1/ \1/ \1/ i\ ' \yam, \1/ PARCEL ID: 1903121210014
<br />Rim=921.9 g21g ♦ R 1s•ss 2102 _2103 e w� - _ '\, / / // ` /,� Address: 4790 ROSEMARY WAY NORTH
<br />nv=905.99 SE / - WET WET �G / _ �. �e
<br />_ Z�y �� > W _ mss" _ �, �, / ; .�,/ �, S�/' �, OWNER: CHRIST EVANGELICAL LUTHERAN CHURCH
<br />INLET PROTECTION AT , 2 a rG=9209 s ps.e- _ /C- _ _ /2121 '' y/ I
<br />�A.®`y ,'Ua",o5 C 9% --�_---____ _ ,-_-f-- - WET
<br />CATCH BASINS, TYP og2 �O 0o g2p `\PVC U=gig 4 ' y7 8 __1 1 ___ ' \--z12�0�'s /./NP \1/ \1/
<br />CBR '3 9 I TC=919.7 =919.6 2 _ +- -` \ 1 _ /.� E
<br />Rim=920.8 Gu=920. O 2a I O cu=919.2 15' RCP L=sls.s_ _ _ __920.. �� �� _ _ / / /
<br />R u \1/ \1/
<br />Inv --917.27 TC=927. 5 LQ 19� a GU=919.3 rC=920.3- TG=920.4
<br />o 3 p.... . %/ /' INV. I 911.8
<br />i>\� N, R�9q , 911.7 I
<br />C=920,4 9,4 GU=819.4 I " 919 - �O\ // _ UC_920.o ¢t 0 \ 9978>
<br />/ 1 / ^ i �I�I� g20Q ��_�-`]�1 919.7 ✓T 9. \T
<br />SMH 7C=919.8 L GU=919 �4� 1 I/=�z/�g,7 6
<br />=g=9.6 GU=91�1�� 9--g,3-i�% -"__ 179.2 \¢e 1
<br />Rim=920.1 , a� - /
<br />Inv -906.75 SE rc 919.8-.z c� 91g.e
<br />Inr-906.40 NW
<br />/ J CBR
<br />_ 9201 R,� _� r
<br />Rim=918.9 �% r
<br />Inv --914.64 / / '� r \g SO• ` �c s 9s� 11%
<br />PARCEL ID: 1903121210016 C6-
<br />// /.� / / //'/ G 'gs '�� \ I I 000
<br />Owner: LAKE AREA BANK / �/ / // /,/ RimCBR zs \ sisi
<br />c / V / , / , Rim=919.1 - V
<br />Inv -915.08 Rep
<br />,, ,•/ / /' / //
<br />a T
<br />ADO /' / / j /,' / CBR c c� 9191
<br />,' /' /,/ Rim=918.8 zS,, c \\� / s1 9R
<br />Inr-914.86 Qco 91� V 19.2 90
<br />INV=
<br />911.6 \ \
<br />,/' ,•' /' i'
<br />LINV=\ \�
<br />911.5
<br />SWPPP NOTES:
<br />1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN
<br />MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING
<br />ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.
<br />2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,
<br />DESCRIPTIONS, AND PRACTICES.
<br />3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION
<br />CONTROL NOTES.
<br />4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,
<br />INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.
<br />CITY OF HUGO EROSION CONTROL NOTES:
<br />1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.
<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 />LEGEND:
<br />-------- 1 I ----------
<br />EX. 1' CONTOUR ELEVATION INTERVAL
<br />1137
<br />1.0' CONTOUR ELEVATION INTERVAL
<br />--�
<br />DRAINAGE ARROW
<br />■■■■��■■■■■■��■■■■■■
<br />SILT FENCE / BIOROLL - GRADING LIMIT
<br />■ ■
<br />INLET PROTECTION
<br />I r41;,F&f- :0, 61w F40.1, 0, 0, STABILIZED CONSTRUCTION ENTRANCE
<br />02
<br />(/ 7-27z-
<br />z7z2A EROSION CONTROL BLANKET
<br />0 fl I.
<br />0
<br />Know what's below.
<br />Call before you dig.
<br />Ag�l
<br />1" = 50'-0"
<br />25-0" 0 50'-0"
<br />2/14/2019 4:59 PM
<br />clovo O
<br />te
<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 />LU
<br />2FM
<br />Q
<br />am
<br />a
<br />Nt
<br />M
<br />L0
<br />O
<br />Q
<br />U)
<br />M
<br />N
<br />IZT
<br />W J
<br />LU
<br />Wz
<br />a z
<br />O/ 2
<br />Wco
<br />a. LU
<br />LL Q
<br />LU
<br />J
<br />0
<br />J
<br />L0
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION, OR REPORT WAS
<br />PREPARED BY ME OR UNDER 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 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 -EXISTING
<br />CONDITIONS
<br />swi 0
<br />■
<br />Q COPYRIGHT2018 CIVIL SITE GROUP INC.
<br />
|