|
IWI NOhrn2 a@
<br />KEMPER & ASSOCIATES INC. THE BEENDERS RESIDENCE = 7
<br />PROFESSIONAL LAND SURVEYORS 1 INCH EQUALS 30 FEET
<br />NORTH FARM ROAD BASIS FOR BEARINGS:
<br />721 OLD HIGHWAY 8 N.W. 166 HENNEPIN COUNTY
<br />!J
<br />NEW BRIGHTON, MINNESOTA 55112 COORDINATE SYSTEM
<br />651-631-0351 (NAD 83, 1996)
<br />FAX 651-631-8805I CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA BASIS FOR ELEVATION:
<br />email: kemper©pro-ns.net MINNESOTA DEPARTMENT
<br />www.kempersurveys.com OF TRANSPORTATION
<br />BENCHMARK 2723 Y
<br />AT NORTHEAST CORNERR
<br />(PROPOSED POOL AREA IMPROVEMENTS)
<br />OF BRIDGE #6721
<br />TRUNK HIGHWAY 55
<br />OVER RAILROAD.
<br />ELEV.=953.354 (NGVD 29)
<br />(VIA REAL TIME GPS
<br />MEASUREMENTS UTILIZING
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />VRS NETWORK)
<br />CONTOUR INTERVAL=1 FOOT
<br />..
<br />18" HDP 7" LAR
<br />INV88 .92
<br />44-D009' TRUST
<br />OR TH FARM 0 D 969 DN 1/YND 5/8t,DT
<br />_
<br />T,8° " noIPE PID#27 ARpELLM MACK06REVOC
<br />:,50' RADIUS CUL-DE SAC; ' ' E
<br />: ;PRIVATE BITUMINOUS ROADWAY A. u+v B 31 OWNER:
<br />' • , (DOCUMENT NO. 1273796):; : ; • S 6^ p g \897--� 13" LINDEN ; - '�'• 1 -
<br />'•. •'. ,~X99&30'r::' ... '1�.
<br />Q L`...;.
<br />ts
<br />•
<br />APLE
<br />/ R ,�,C.�•`
<br />• $
<br />' ' PVC �,F,� f7 0.
<br />INV 989,07'~' �" ..�•�.. 1 MAPLE
<br />' 990•:`FENCE. 4, /,b. Gar.'. D 7%� •S' CKORY 9 "'. :�, ^ . f
<br />_ .v
<br />, • �• 963 I _ . .s
<br />8" • ~' S R,. 12" HICKORY
<br />OAfp • 8',8",5'. .i .. 7" SPRUCE j0 C. p S 79.1 7975' W
<br />•: .
<br />\ M1V 9 8. .MAPLE' ,' 77$ • E
<br />RI .,, •.: '•.' 8 OPLAR E ,7¢ 7" CHERR
<br />v
<br />FOUND 5/8"
<br />INV 997. l L POP R
<br />8 PIP57"
<br />�1a�';•Y '. `:.
<br />989 m 964 N .47
<br />°69'11 RY o ELEV. 9 7
<br />D 9 'L .: � •:: ". d NORTH LI . . INV 980.02
<br />y e
<br />•PI` •
<br />kg ..'•'; CE + OF LOT p• .9.
<br />4I f.
<br />1 ACKBE Y P�'A &Ull �'' t' PP
<br />E PA 11' ,' : ..
<br />•'�'.
<br />..N S "SEWER• m ATL `Fly± ...} .'• .
<br />R N IPE _= OL
<br />pRi,
<br />589.14
<br />.. TRACER 8` MAPLE 3E4 •.., '. _
<br />TV m ..,. ;.:
<br />EL
<br />.. ,.. . K 3
<br />y ..... ..... S 57 POB" .4 •
<br />.. ..
<br />e c 10" SPRUCE.,. ... :AY:."�-. .: 9'• • 34" gat ... , ��
<br />Ic �D KO
<br />'PD • `.. ::�•.
<br />i" LIN 11" LINDEN .
<br />20" U..�AVFO-.': .'. IDG ....'.'.. ELEV. 883.8 1y : ;
<br />1 "
<br />.. 8
<br />...,:.. :. ..... ... 8" APLE
<br />10 P
<br />s \% _. G - -.:. .. - - - �_- _-_-._- _____.___-_- __--___-____-1-6b9
<br />10" MAPLE - ,.•-` .,- -7" SPRU /C�QP� �_
<br />A -R NNES� fF-RON.T
<br />:?1 _. RIM .88482 :ted,•.: ;.: .:'
<br />96�
<br />s
<br />8" MA 9aa .. . . . :. .. ORONO,
<br />dS
<br />m ". O
<br />8" POP R INV 878.54
<br />8" HACK / .I`•,".._':._''
<br />BERRY E`-�\
<br />6' SPRU' :GRAVEL' .. 1 8" SPR "' EDGE OF _
<br />a p APLE 8" RUCE 8"• APLE PATH '., : ` P RAP " 21" MA E •' _ ` ..:
<br />11 PLE • s x.19 B .:.'.
<br />.�.;08k...
<br />ND
<br />o.J 8"MAP • .~.. 8>8
<br />"o
<br />g O p 7" MA LE 9" UND A LES ~• 97 MAPLE _
<br />, • 6" LE. , �EII o 39 OAK ,�• • ••
<br />" APLE
<br />7" POP
<br />• 8 ,7" APLE • h6 MAPLE \ "i
<br />:.:; I•:
<br />:',':'
<br />6' MAPLE
<br />U
<br />y �? 10' CM 10 MA E \ 3" MAPLE 2 MAP p
<br />A
<br />8' HI KORY MAPLE
<br />�
<br />LEGAL DESCRIPTION
<br />20' H B Y
<br />8' SPRU EDGE 0
<br />RIP RA CERTIFICATE OF TITLE NO. 1327553:
<br />MAPLE � •� ��.�. ''
<br />MAP 10" M
<br />s
<br />• 12"rUNDEN.::.
<br />INV Lot 7, Block 1, The Farm At Long Lake
<br />... " 9" MAPLE _ ';.• .
<br />a6R ` MAPLE e^ ASH '+•'�" �M->*
<br />h0
<br />9 Together with a non-exclusive easement for
<br />§S'.••,'
<br />8 10 M CJ I • 1Y AP,.
<br />s• APLE � driveway, ingress and egress and utility purposes
<br />•
<br />8" M E •'� �$ MA over and across Outlot B, The Farm At Long
<br />I I
<br />/
<br />f18 MAPL AK Lake, Doc, No. 1273798, pursuant to Order Doc.
<br />FOUND 1/2' 25" P oa, 6" MAP _;..X98.,. _6 " MA s• Ma NO. 1425483
<br />IRON PIPE 43" 7" MAPLE _ I
<br />RLS 5713 ;•,,` M , '
<br />I`\\\
<br />ELEV. 991.00
<br />ro
<br />�'• "MAP
<br />T 7 7" APLE :•..�� .8' A 7' M I I a, o m '�'I.•., '.: '. .
<br />IS+ � :.3�.'. 1 LWD \ �
<br />..
<br />m
<br />a MAP
<br />�' •
<br />•_4
<br />t 0
<br />•
<br />,3" LINDEN 6" MAPLE H 7� MAP 14" E
<br />� •
<br />co , � I 1 ' ALE• .
<br />• 9' LINO 1 �: `•.
<br />" `:.' • * '•._�" , : .
<br />MAPLE
<br />.15 24" OAK Lj
<br />M 8 NAP i" APLE •� _ _
<br />• MA 10' APLE
<br />• :: LOT AREA SUMMARY
<br />' m
<br />MA 6 p
<br />S 12• SH •. :.
<br />5.5 ' ?' X983:61_' 1
<br />ADJACENT RESIDENT 40.7 32147"MAP 16" A �m ..:W .'.; .. AREA OF LOT 7 TO FLOWAGE AND
<br />RD
<br />(17699 NORTH FARM
<br />� N A i • A �� V 2" AP ���' � CONSERVATION EASEMENT LINE= 126,147 SQ. FT.
<br />�2
<br />Iw b, MAIN LEVEL DECK o ASH - }"•'•� OR 2.8959 ACRES
<br />M1.:.
<br />8 ,..•�-.
<br />33. 30.7 �- µ/ Q 6" APLE..,:: ..
<br />I
<br />MAIN LEVEL DECK o �.:.wnLL.; AREA OF LOT 7 FROM FLOWAGE AND
<br />7• T SPR "MAPLE
<br />26.7 J N 12� i 6" IND VI 0O',:
<br />Q � ,2" ASH . � '° .,:.�. .. '� I (n CONSERVATION EASEMENT LINE TO ORDINARY
<br />•" •
<br />� ,.'"
<br />"$ V
<br />• 8"SPRUCE �' S 8 MA C7v ' PP HIGH WATER LINE OF LONG LAKE= ±9,021 SQ.
<br />�.�
<br />"MAP �' I g
<br />FLAGSTONE POOL '; ''. `' . ""° "• ` v FT. OR ±0.2071 ACRES
<br />984.81 'V..rvg03 ..�° • 0� 2
<br />J m MAP ate•' TOTAL AREA OF LOT 7= ±135,438 SQ. FT. OR
<br />RS '.. '' 0]• ''
<br />BL.
<br />7" MAPLE � �• •,• s e®;' ±3.1030 ACRES
<br />•A �. .'.:. .
<br />3 u' FOUND 1 2" v8: 6°" '. 25
<br />9
<br />- IRON PIP ..:BOULDER`. BG",: ' ,> :. • -
<br />IN (NJND POOL ELEV. 98 .48 „:.�,` 7",5" BIRCH ::: .:.., WALL ;' I (/� 8" • E
<br />SPRUC . AP LE .., �• : l .. ::.• 81TUM�WAY . , . ;.`:...: � ::1. �'..:.:
<br />1
<br />P 1 M',1fIP
<br />ro b 28 MAPLE ' BL: 6" APLE
<br />..��5 r. :•'.:~ _
<br />31.8
<br />,I .BOULDER,:..
<br />;: BO R".,`„•WALL
<br />9 FlR gad • � 8' AP
<br />AS/,
<br />AP :.....
<br />LINE BETWEEN 8~, x9az:5ar:.: •. v
<br />ADJACENT 966 ;'.
<br />ro 8" SPRU ','',.BOULDER: �{
<br />�1°UygLLR WALL m m a°a
<br />BUILDINGS a / I I 13' D
<br />W nv I
<br />•_ 983::
<br />: • .:.::..
<br />w W� .; ... _` . ')' 96 19" MA E cp 1ry
<br />O, 1
<br />1
<br />`.; . ,8$2.32 :.:; ; ... :. �� �o S U _
<br />BL
<br />g 984 Wy 9' PLUM 6 1",11" LI `�
<br />88011• '
<br />982.72 , m�
<br />26.42 N - 2 i
<br />a GARAGE FI.O� 13.39 p 6
<br />S rY 4 962.61
<br />6" SPRUCE ro w
<br />BR PA GARAGE
<br />yC }984.3
<br />saz ¢ „ ELE THREE- o P
<br />STALL �� A IMPERVIOUS SURFACE SUMMARY
<br />14.2
<br />4227 cG^ 983.56 �i r
<br />6••ASH "/ �.a., /,0.18 ., 3.55 � � r / ,� / 9 ,., d..
<br />'aro
<br />882.1 2.60No J i6 M HOUSE FOOTPRINT = 3,984 5Q. FT.
<br />fOUND 1 2" y u % •
<br />Sao I w
<br />RLSPR 0 ED 666
<br />RLS 5713 17.28
<br />- T
<br />BITUMINOUS DRIVEWAY Q F
<br />ELEV. 979.33 - Q MO U AR ro - ,
<br />679 ��
<br />_ FRsrFLoa+
<br />n�� 13.26 B LL
<br />E IP BRICK PATIO &WALK 231 SQ FT
<br />- -- - .ASH A9• .; ELEV. 984.61 ROAD
<br />s7 °c m� '.:':" -
<br />co4c. NORTH FARMa 'm
<br />97a sues 1669 FRAME
<br />Y A
<br />�o_BUooIN39OOTP I FT. N DE _ 8 • P i::.:::980:: g REAR SHED = 66 SQ. FT.
<br />6 977
<br />�' AREA
<br />Ac
<br />8 Y 9)8 R+r•/. 25.35 6" :P
<br />"s" ro 2 M PL PROPOSED DECKS & STEPS = 529 SQ. FT.
<br />N >6`'9Dp SEPTIC w 6.21 '.. EL C ro/ DECK ri GE sa, o
<br />973.78 >
<br />97s ° � m R MAP �~g.• PROPOSED POOL DECK &STEPS = 1,672 SQ. FT.
<br />ua.a7
<br />U PROPOSED
<br />rRJ O 10.05 / m 21.22 W p 11 / 9' MA LE % tea`
<br />�. ' PROPOSED POOL = 333 SQ. FT.
<br />L 974 .: 1.. i
<br />973.22
<br />873
<br />�� PROPOSED POOL DECK
<br />-0 66, `ems> 2 �•° 9• PROPOSED WALK = 88 SQ. FT. -
<br />"ASH 3T 90 sP 10
<br />PROPOSED
<br />• a j PROPOSED OUTER STEPS = 319 SQ. FT,
<br />s>p 972 POOL o w �;
<br />:::
<br />971
<br />GV m •3 PROPOSED POOL EQUIPMENT PAD = 40 SQ. FT.
<br />969 `Pm 6 A
<br />POOL DECK _ q
<br />6' P AP PROPOSED N / / � PROPOSED MODULAR BLOCK WALLS = 294 SQ. FT.
<br />ZONING REQUIREMENTS _ 96' 98a A 98 Ho
<br />ge6 6 5' CA TOTAL PROPOSED IMPERVIOUS SURFACE COVERAGE _
<br />_"-965 L 7 g4 P .:•...,11'.r;:
<br />- 993 • �:• •� 16,395 SQ. FT. (12.1% OF LOT AREA)
<br />N _�_=-�----- PROPOSED ssD
<br />ZONED LR -1A: LAKESHORE RESIDENTIAL DISTRICT -- _983 J - - ---;� 6" P R . :'., ,
<br />ODULAR 7271�e
<br />�Y� 962 W
<br />SUBJECT TO SHORELAND OVERLAY DISTRICT AND _"'-962 K AL
<br />�BLOc
<br />TIER 1- STORMWATER QUALITY OVERLAY DISTRICT _961 960 p
<br />m APLE
<br />p0 Osu'2jU 5
<br />MINIMUM LOT AREA: 2 ACRES
<br />MINIMUM -'� -
<br />958 956 8 9
<br />-95
<br />957 955 954 EDGE OF g 8� R g) , ;.• g..' is ;..
<br />IP RAP o^ H Sg ? s NOTE: SEE LANDSCAPE DEVELOPMENT
<br />MINIMUM LOT WIDTH: 200 FEET ass
<br />,t 9�/8j3 \ PLANS BY KEENAN & SVEIVEN, INC.
<br />"MAPLE ss3 1 cHEft v g5g
<br />955 as ss DATED JANUARY 26, 2017 FOR DETAILS
<br />\
<br />MAXIMUM BUILDING HEIGHT: 21/2 STORIES AND M" 954 ON PROPOSED IMPROVEMENTS
<br />17" 'APLE 952 6" OP eS S
<br />9S 33" OAK 95 3 e,�
<br />SHALL NOT EXCEED 30 FEET " MA
<br />I BSS 8
<br />9$23 26• oAK MAPLE 9Si O� 6 I 19 LE g5 880'
<br />BUILDING SETBACKS: S • MA
<br />850 �/
<br />951 IRON
<br />FRONT: 50 FEET 950 o ELEv. 957. 11
<br />9 H B 74
<br />SIDE: 30 FEET 99aa e" nsHm'
<br />�a
<br />REAR: 50 FEET , 947\ g`6 6` p 8 8Sx V 54.3 PP
<br />> A9 �P6AP°f. , 7" MAPLE 8S `iJ " A E • 0/1
<br />U EN ? \
<br />0.H•W.: 100 FEET (NON-SEWERED LOT) oo �'°
<br />C' /
<br />6 OPLA a
<br />x-950 8S7
<br />It" ASH 946 AS O, / o, 8' • P
<br />EDGE Of\
<br />(AS PER CITY OF ORONO ZONING CODE) ( 1" MAPLE ,EL)
<br />/ �� APLE 6" ASH 0) IP RAP
<br />" BOXE
<br />53" WILLOW \
<br />6,51'
<br />OWNER, ARCHITECT AND BUILDER TO VERIFY \v, a`O�,?5 MAPLE WI
<br />° fEDC
<br />ALL ZONING INFORMATION PRIOR TO DESIGN, CORNER FALL \ 6� / 12 SH
<br />\\ \ 13" ACKBER Y
<br />'>
<br />DEMOLITION OR CONSTRUCTION. THE ZONING 5y9 y 9n� 949 SH- `
<br />s I
<br />AND SETBACKS SHOWN ARE THE BEST 55 77" AS 1z" SH
<br />AVAILABLE DATA AT THE TIME OF SURVEY.
<br />16" MAPLE
<br />BAS �
<br />MAP
<br />947.01
<br />a 78.06 ADJACENT
<br />_ t
<br />X47 94279 -,.,. I SHED
<br />" eOxEL
<br />\
<br />NOTE: THE CITY OF ORONO ZONING CODE (SHORELAND OVERLAY N OF L TEA N7 O`a`V 1p00
<br />V
<br />` �� \ .,
<br />DISTRICT) DEFINES: OXELDER 30" AK 9` 2.7
<br />\ \ E gas
<br />8" EL
<br />"BLUFF MEANS A TOPOGRAPHIC FEATURE, SUCH AS A HILL, CLIFF . . F CATTAILS g
<br />6" • 9 MAPLE L�T
<br />f ?/fir
<br />OR EMBANKMENT, HAVING THE FOLLOWING CHARACTERISTICS ��� \ v
<br />?
<br />330 W2 fe OS s" ea N
<br />(AN AREA WITH AN AVERAGE SLOPE OF LESS THAN 18
<br />y �, 13 SH
<br />PERCENT OVER A DISTANCE OF 50 FEET OR MORE " " m 4g?> OXELD m _ s p
<br />r�0
<br />SHALL NOT BE CONSIDERED PART OF THE BLUFF): \ \ ppFApp J AFI
<br />\ \ °"�✓ Box 2•4J 3
<br />(1) PART OR ALL OF THE FEATURE IS LOCATED INA o"
<br />ORDINARY HIGH 945 •
<br />SHORELAND AREA; t9 $
<br />\ (EL�944.3) '�'_ 3LINEjg4/�f'l'T
<br />(2) THE SLOPE RISES AT LEAST 25 FEET ABOVE THE y m 11' ASM p- -
<br />;SH
<br />''-' a' ASH
<br />ORDINARY HIGH WATER LEVEL OF THE WATER BODY; �` a� I qj C3 ? 2
<br />\ •
<br />(3) THE GRADE OF THE SLOPE FROM THE TOE OF THE --�_ '� z' 6• O �- O "t ''
<br />--�
<br />BLUFF TO A POINT 25 FEET OR MORE ABOVE THE �_ _ - \\ " �q
<br />ORDINARY HIGH WATER LEVEL AVERAGES 30 /�EDGE OF WATER
<br />PERCENT OR GREATER; AND ELEV. *944.4
<br />LLU(4) THE SLOPE MUST DRAIN TOWARD THE WATER
<br />mw
<br />3O
<br />BODY." \ 509 OO M) \ 0_9 _C
<br />W \\ A r Q a 09 q
<br />>30Sy j• I 9",6" WILL°
<br />S 78 p9•
<br />ORDINARY HIGH N T
<br />"BLUFF IMPACT ZONE MEANS A BLUFF AND LAND LOCATED �- WATER LINE 946
<br />"_,_<19
<br />WITHIN 20 FEET FROM THE TOP OF THE BLUFF." �\ (EL 944.3) 4j37'• '�<79 jR
<br />7j.79(\ WILL
<br />"TOE OF THE BLUFF MEANS THE LOWER POINT OF THE \ (M)
<br />LOWEST 50 -FOOT SEGMENT WITH AN AVERAGE SLOPE 17" A LINE BETWEEN
<br />EXCEEDING 18 PERCENT. IF THE LOWEST SUCH POINT IS _.- --= �� \ - - --- - - _ 1s^ A FOUND -CONCRETE MONUMENT- - ADJACENT
<br />-
<br />1/2' IRON PIPE IN CENTER BUILDINGS
<br />LAKEWARD OF THE ONWL, THE OHWL WILL BE DEFINED AS f \ e " g
<br />_
<br />THE TOE."(ME
<br />LONG LAKE `� (MEANDER CORNER N0, 5) S
<br />EAST LINE OF SECTION 27) /
<br />o
<br />"TOP OF THE BLUFF MEANS THAT POINT ON THE CROSS ORDINARY HIGH WATER LEVEL=944.300 ` I ELEV 84484 SD m 6?
<br />SECTION OF A BLUFF BELOW WHICH THE SLOPE BECOMES HIGHEST RECORDED ELEV.-947.39 (08/08/2OD4) �4
<br />MORE THAN 18 PERCENT AND ABOVE WHICH THE AVERAGE LOWEST RECORDED ELEV.-943.24 (06/26/1987)
<br />OF 50 FEET MORE IS 18
<br />SLOPE FOR A DISTANCE OR (NGVD 29 ELEVATIONS AS PER MINNESOTA EDGE OF WATER
<br />PERCENT OR LESS." -FAKE FlNDER OF NATURAL RESOURCES ELEV. 3944.4 \ LA Rf �
<br />WE6SITE) ` Ofd ,39 ry
<br />8 \ n 60
<br />0
<br />14 d o.
<br />1523
<br />I�
<br />�8
<br />SECTION 27, T118N, R23W
<br />y�
<br />L `s
<br />ncTJS rf �t yip �,yy
<br />YY iUr
<br />Lake. r�
<br />LEGEND
<br />SSMH O SANITARY SEWER MANHOLE
<br />PP 0 POWER POLE
<br />j ;� BL Qj BOLLARD LIGHT
<br />TR �T TELEPHONE RISER
<br />TV CABLE TV RISER
<br />1`Anjt 4
<br />_
<br />WELL ® WATER WELL
<br />tQ�` EMS ELECTRIC METER
<br />' Ito Sr
<br />GM © GAS METER
<br />r 1
<br />AC AIR CONDITIONER
<br />' - OH - OVERHEAD UTILITY LINES
<br />G - GAS MAIN/SERVICE
<br />UE - UNDERGROUND ELECTRIC LINES PREPARED FOR: �fy(I i►i
<br />UT - UNDERGROUND TELEPHONE LINES ANTOINETTE BEENDERS ���E MI1V��`���i
<br />o�
<br />+►a ...............�y CERTIFICATION
<br />DENOTES DIMENSION FLOOD ZONE NOTE 1669 NORTH FARM ROAD �� ��'.'4f �I
<br />(M) MEASURED DURING THE ORONO, MINNESOTA 55356 �� e":' D �j 1 HEREBY CERTIFY THAT THIS SURVEY, PLAN,
<br />VICINITY MAP COURSE OF THIS SURVEY SUBJECT PROPERTY LIES WITHIN FLOOD ZONE "A" & '� P OFESS! j OR REPORT WAS PREPARED BY ME T
<br />�:� �',� UNDER MY DIRECT SUPERVISION AND THAT
<br />(NO SCALE) DENOTES RECORD FLOOD ZONE "X", AS PER THE FEDERAL EMERGENCY LANDSCAPE ARCHITECT: LA DSURV OR ': .: I AM A DULY LICENSED PROFESSION L LAND
<br />(R) DIMENSION AS PER PLAT OF MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP TODD IRVINE ... SURVEYOR UNDER THE LAWS OF TH STATE
<br />OF MINNESOTA.
<br />THE FARM AT LONG LAKE NO. 27053CO302E DATED SEPTEMBER 2, 2004. ZONE KEENAN & SVEIVEN, INC. `. 84 7
<br />.:
<br />A LiES WITHIN THE 1% ANNUAL -CHANCE FLOODPLAIN 15119 MINNETONKA BLVD. i
<br />DENOTES SET SURVEY ����
<br />• MONUMENT MARKED WITH NO BASE FLOOD ELEVATIONS DETERMINED, AND MINNETONKA, MN 55345 I��II�kD"Ke ��`(�.,,"
<br />OUTSIDE THE 0.2% ANNUAL -CHANCE 5-12
<br />C E 1R T I F 1 "NATE O SURVEY "KEMPER 18407" ZONE 'Y' 952-475-1229�/1
<br />(LIES
<br />FAX 9 91667 11 111����` MARK D. KEMPER, PLS 18407
<br />16053 (16053R2.DWG) CELL 612-328-2562 DATED THIS 22ND DAY OF MARCH, 2017
<br />KEMPER & ASSOCIATES, INC.
<br />IWI NOhrn2 a@
<br />
|