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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 />