a
<br />���
<br />_NCE
<br />THE Y'URWELL R..,ESIDE
<br />N_Ci
<br />1100 MILLSTON ROAD
<br />CITY OF ORONO,
<br />HENNEPIN COUNTY, MINNESOTA
<br />(SEE LEGAL DESCRIPTION BELOW)
<br />E1/2 SEC. 10 & W1/2 SEC. 11, T117N, R23W
<br />\�s KEMPER & ASSOCIATES INC,
<br />A
<br />,s v'• 721 OLD HIGHWAY 8 N.W. r--
<br />��5� NEW BRIGHTON, MINNESOTA 55112 0 20 40
<br />2g 651-631-0351 1 INCH EQUALS 40 FEET
<br />FAX 651-631-8805
<br />\\\ Sp ORDINARY HIGH WATER ELEV. Email: kemper@pro-ns.net
<br />\\ (O.H.W) 929.4 FEET (NGVD29)
<br />` \ www.kempersurveys.com BASIS FOR BEARINGS:
<br />T
<br />15",10" BX
<br />MH
<br />� \`� X � RIM 934.89
<br />�\
<br />t LOg Is,634
<br />s
<br />s,� � �� ? 9
<br />FOUND
<br />OUNTYHENE
<br />CAST
<br />\ \ E IRON MONUMENT
<br />_ S40.23'00"W 0.72'
<br />X13" RC \
<br />z
<br />Z
<br />COORDINATE SYSTEM
<br />FOUND 1/2"
<br />16"
<br />IRON PIPE
<br />UTILIZING MnDOT VRS
<br />S25'26'29"E 0.60'
<br />NETWORK.
<br />BASIS FOR ELEVATION:
<br />Mn/DOT REFERENCE
<br />R /�
<br />N TANAGER LADE
<br />1
<br />STATIo
<br />ELEV.=N941.501S(NGVD 329)
<br />h�tijt�J
<br />J ,
<br />Y
<br />MEASUREMENTS UTILIZING
<br />0
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />'+)
<br />VRS NETWORK)
<br />CONTOUR INTERVAL=1 FOOT
<br />10 1/2
<br />� 9S9__E
<br />PIPE. .
<br />8'27"W 0.47
<br />960
<br />\�s KEMPER & ASSOCIATES INC,
<br />A
<br />,s v'• 721 OLD HIGHWAY 8 N.W. r--
<br />��5� NEW BRIGHTON, MINNESOTA 55112 0 20 40
<br />2g 651-631-0351 1 INCH EQUALS 40 FEET
<br />FAX 651-631-8805
<br />\\\ Sp ORDINARY HIGH WATER ELEV. Email: kemper@pro-ns.net
<br />\\ (O.H.W) 929.4 FEET (NGVD29)
<br />` \ www.kempersurveys.com BASIS FOR BEARINGS:
<br />T
<br />15",10" BX
<br />MH
<br />� \`� X � RIM 934.89
<br />�\
<br />t LOg Is,634
<br />s
<br />s,� � �� ? 9
<br />FOUND
<br />OUNTYHENE
<br />CAST
<br />\ \ E IRON MONUMENT
<br />_ S40.23'00"W 0.72'
<br />X13" RC \
<br />-963 \\� ORDINARY HIGH WATER ELEV.
<br />b " (NGVD29)
<br />964 \�\ W) 929 FEET (N 29)
<br />" 4 SP S' SHORELINE AS MEASURED
<br />M
<br />„
<br />IP 965 76.06''8« ON MAY 20, 2009
<br />r� r. 2 MP 7%
<br />5° 02'
<br />s OH \ -
<br />T„1. k tf ! PP OH- 568 96�� \� 929.4
<br />17" FIR 2 • BX \ \ 93
<br />y
<br />OIL.
<br />g 969
<br />s /9)f0 SP 6 HB \ 3y \ AND CONCPUMP
<br />FROM O.H.W. \ \ �t `\,� \ �\ \ 85645
<br />+'F s ��R ��P 972.55 62.43' O FOUND 1/2 E f 001.50'(Aq)
<br />+ �' 15.82 w, ro z
<br />°G°�� A;NTE14ANCE GARAGE 15" ASH PIT z rn�\ gs IRON PIPE
<br />? OG yi JP M FOOTPRINT AREA "° MP �\ 0
<br />r f. �� ^l 2.157 SO. FT.
<br />i
<br />t ` 15.80' 82.70 97.34 1 / gS
<br />;F REFERENCE 0" RP 6" HB // 1 M S FOUND MINNESOTA DOT
<br />® �cj. 1 16
<br />GA LOOK 10" RC 12 RP 10 ` _" 960 RD RUSNMN053" (1990
<br />.ELEV. 972 A 0 18" SP 9 / �g6J ELEV.= 941.501 (NGVD29)
<br />ELEV. 972.55 0, / - \� 9 956
<br />�°� GRAVEL 562
<br />GRAVEL 14" 12",12' SCP 16"•HB / ` 57
<br />PATH F O.H.
<br />° \ ,8 LD
<br />ADJACENT GARAGE 969
<br />a v 6"•H
<br />FROM950
<br />20"
<br />20„ SP 17„ RP H 983\
<br />75 SETBA 9 8 " H
<br />� /
<br />MH °j
<br />\
<br />BRICK Rlfyl, 9 7.11 96� 16' HB �1
<br />VICINITY MAP �_ -- -- `- - ----\ HB / - - -- - --- -- --1- - --
<br />- - U CA _ --- 9s \ 10" S CB
<br />92 1L' J LD
<br />,
<br />7' \ 10". RIr1 964.05 E s "4
<br />J(� \ X972.84 x INV 960.55 SW \9 TR I 7$
<br />ZONING REQUIREMENTS os 5235 s4 coNc.t
<br />GRAVEL Mi ^r 7„P 9 \SP WALL .
<br />�! _ 965.37 965.10 �i
<br />ZONED LR -1A - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT (V 'n1 10 S 8' SP P 10'
<br />SUBJECT TO SHORELAND OVERLAY DISTRICT
<br />1
<br />SUBJECT TO FLOODPLAIN MANAGEMENT 666 ' "� \\ \ 11' SP 61.31
<br />� � SP 1-1 \ fir, 12" MP
<br />MINIMUM LOT AREA - 2 ACRES /v� 2..
<br />Q O 6„ P 7 SP \� 14" HB ' \\ i BE Va t
<br />MINIMUM LOT WIDTH - 200 FEET z i` �\ 96 LP x965.79 U
<br />w " SP \ �\i \ j I g6g 1100 MILLSTON ROAD FROM SOUTH
<br />MAXIMUM LOT COVERAGE - 15% BY STRUCTURES ( 12 'P \ I \,, ss TENNIS `2 HB
<br />7 SP 250' SETBACK \ 22" HB COURT
<br />MAXIMUM HARDCOVER - 25% (75 FEET TO 250 FEET FROM 565: \
<br />ORDINARY HIGH WATER LEVEL) \ FRO O.H.W. �, % V BUILDING
<br />- 30% (250 FEET TO 500 FEET FROM
<br />ORDINARY HIGH WATER LEVEL) \ 1 - \ 9� y1 L ss .57 '] f TENNIS o
<br />V O" SP COURT
<br />MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET /i 12" SP ` y ^ 4� m OVE/KHAN 1 12 • M Q } Y
<br />// 5' W 965.75
<br />BUILDING SETBACKS: 5? 7j 90� 0" SP ¢\ 988.74 / 86.0 \ Zl o
<br />FRONT - 50 FEET --,are
<br />SIDE - 30 FEET v 1'
<br />SID 10". \ \ \ 14" P 12" WP RIM D OVERFLOW g70 XM �) EAST LINE V WI Ny
<br />f n Y��ttB
<br />REAR - 50 FEET L__ LP OF LOT 4 O L! I
<br />8" -AP WESTERLY LINE J I�
<br />ORDINARY HIGH WATER LEVEL - 75 FEET 12" SP OFLOT3 LINE 3" B \ x966.18 \ 6c r
<br />i F LOT 4 V7 .�7 \ c m 1=
<br />(AS PER CITY OF ORONO ZONING CODE) 963 }} 19" HB _ 96 1 966.88 \ 9 -� Z 1100 MILLSTON ROAD FROM NORTH
<br />SP 8" AP (_t0"• APAP �c // 1 J }_ (W Ia z
<br />EAS LINE I 14",14" MP ,\�e `� 9 - CB- - O 0-0
<br />18" H
<br />11" SP .10V- RIM 967.61 1
<br />1 INV 965.41
<br />10 AP 1 AP 4,,. A CA 5., CA P�0 I 68.03 968.06 11" LM
<br />FLOOD ZONE NOTE �'' r 5OF LO 2' CA o
<br />'Y'
<br />n A Q O 1 971.23 971.34 6.21 50' CKa."`'
<br />SUBJECT PROPERTY LIES MOSTLY WITHIN FLOOD ZONE X 962 10' AP 6' As' / 970. FK M O.H.W. 96® o"I He
<br />8" H 6 O \c 12' ELM `
<br />AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, x , �� 6g m 9
<br />I e K
<br />A MINIMAL PORTION LIES WITHIN FLOOD ZONE A' AND AE" 10 AP 7" sH ( r r
<br />„ »
<br />4>^ 9 D
<br />ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT 10'• A•, a" As
<br />AGENCY FLOOD INSURANCE RATE MAP NO. 27053CO304E \ 7" ASH 7" H� ASK / 970 ( POND
<br />o P INLET / PAA s 1 M ±z
<br />1 ",$" ELM
<br />EFFECTIVE DATE OF SEPTEMBER 2ND, 2004. THE AREAS o sORL3 SNE ��`' > ; INV 969.32 41' ELM
<br />WITHIN FLOOD ZONE A AND AE" ARE THOSE BEING � � Al 6
<br />BELOW ELEVATION 931. SAID 931 CONTOUR IS SHOWN 28" P / g6� �` I
<br />HEREON IN RED. 20 W 96 969 24 20 zJ WP 2 97 972 c s"�12" HB H MILLSTON ROAD
<br />6 27" P o sss OUTH LINE 1125 MI
<br />/ 2' WP v� 0 LOT 4 g�
<br />I ..; 4' 14" 97D S 4SH S O m t"
<br />B 971 °�^ 30" ASH 973 I °v„'
<br />PIP 8" 20" SP HB 18" HB \
<br />26„ �P 27 WP „ g71 19 ,, WP 18 WP 25' WP � '2 E 65
<br />p FOUND i/2" '� 972 2 17" SP LP X33 E ,,,art#$ 973.26 LP N I Mx
<br />30' WP i R
<br />LEGAL DESCRIPTION IRON PIPE v o 1 WP 9 35 a 973.08 u v a 973.11 19 I
<br />t
<br />WP 1t RC 8" SP DRAIN 1 D NaL 4 < 4 4 4 37.61
<br />S13'S8'S1"E 0.82' -�
<br />0 RC t7 W w �_�973 8 MPW 1. RC NORTH UN�` o v gONCRETE `� a4
<br />OF LOT, 5. a 973.07 a RIAt 97.86 4" OAK, 973.52' a
<br />CERTIFICATE OF TITLE N0. 795619 1... o R 6 R , 1s wP 9., R / FOUND 1/2 RIM 97,2!58, n,
<br />R 4' WP 11 C 972.42 /
<br />15\ WP 2 RC a % ET TR 10",�" M$
<br />Lots 1, 3, 4, 5, Block 1 and 2 1, ' R SON PI 9" �O.bO' 973.18 LF 3" LC Imp DRAIN 16" WP I.
<br />Outlots A, B and C, ate, N 16',12' o Rc o IM 20" WP - OAK
<br />Miilston o ts� `° R 1 W w 8, o i5" RC 1 H s73.3o 4" Lc� a DRAIN AC RiIM973.27
<br />x Orn. \ 12 10' RCr o
<br />Subject to drainage and utility easements N,a• d? 2 R t4 C �l '. o RIM 973.38 INV 968.171 I MAINTENANCE GARAGE
<br />as shown on plat; (AS t0 Lots 1, 3, 4 ( N 12', 2', R� 4 RC 17" WP , P 12' C 14 10" RC 6L�� . : °j 973.38 973.47 873 CONCRETE UNIT,/(FLOWS N )
<br />and 5, Block 1) 3''s 2 R 6 C \ 1 •° sP a ti
<br />FOUND 1/2" ✓ R 2',11 R 4\ RC / ^3 I P y ° I K
<br />Subject to a reservation as Shown in IRON PIPE 0.78 30" WP 0 R 2 RC RC g ,3S LP 973,70 x974.42 2� 6° CA CONCRETE
<br />Deed Doc. No. 1449512; (As to Lot 1, \�' 1 ' t RG \ BRICK oo ; 974 4 �,
<br />9' RC O a c, Co N X
<br />SOUTH
<br />OU 0 U2 E 2 R C i 'R t ri y m ¢ BRICK
<br />Block 1, Outlot A and an undivided \, v Rc
<br />1/2 interest in and to Outlot C} FOUND 1 2" I » 10 Rc DRAIN a®
<br />/1 RC rn 2.59' 2.52 974.73 97 DRAIN 4 i0
<br />IRON PIPE =9\,,\S 89-56"4 12 RC ` w a a r�
<br />� C M 8" LC RIM d„ 9747-,=. J RIM 973.721 � P
<br />Subject to the interest of the Town Of 820'39'01"E 0. S 89'53'33"�(R) 29" yJp �' �ki a` g RC 14' ' C 7 R 973.75 6, MP J < INV $677 T
<br />Orono for the benefit of the public in 1936\ s, s a� c Rco� c s Rc . 973.49 197 .97 II- ¢ ;, (FLOWS NORTH
<br />and to the West 199 feet of Street or --t ¢ o -�
<br />_ 19.15 40,,. R co X w o g)® a) LO
<br />Road lying North of Lot 10, s� 16" S '� �. , /»- `� mac' � �15" GINGKO ., � �� � ,< 44"88.40 1 " EL z
<br />r� °' O „
<br />9 S . 24 E 96 I \ 0.52' 0.4j 6m ni ns s } $ GARAGE �� w
<br />Rearrangement of Orono Paint as s NORTH NE S I ` �,G•7g' o „ GARAGE 44
<br />S \ 2.9 a FLOOR 9 6+
<br />platted November 5th, 1903 and filed s OF LOT 1\ 13' cA �1 971.40 �' " 10.02 �,h° 574 FLOOR 4 974.92 �S DOCK ON TANAGER LAKE
<br />for record in the office of the Register I PP )\3 SP Fo D ` t2"•cA` N sac FIRST FLOOR s74sa 974.78 n 97 30 >; o
<br />14.04' ELEV= 975.30 o x74'4$ O W 0
<br />of Deeds of Hennepin County, Minnesota `9 IRON PI \ "'CA 12 CA 964 I ! Y n �� ro UNITS z8 w N 27.62• M 0
<br />on November 20, < I 19'1 0.80 12 ' 1 32 MP ( ¢ THRESHOLD 9"• MP o ro z
<br />1903 in Book 12 of ( 1 MILLSTON G o
<br />w , I m ELEV= 973.79 1 Q R W GARAGE
<br />Plats, page 512; (As to all of above 3" sP\ N :. I. \ _ _N .. - CM 0 4. 57o se. FT. ° WE
<br />- \ 14', \ 2"• CA t 2' • C�. 17„• CA. _ 32.75 SAY '
<br />land except Lots 1 and 3, Block 1, m \ �\ rrz"•c I BulL01N0 ou rRilyTOA
<br />O - \ 3�„ N 6 I 6\ H \ 1 WINDOW 25.28' o„ E 27.65'
<br />4' WP r 971.26 2:63 AREA= 6,202 SQ. FT. 97 . 973.98
<br />Oudot A and an undivided 1 2 interest �� 9 \ \ N. 9
<br />/ O. a S� \ c7� rn 192 I \ AS JH 973 t 32.22 n O DRAIN SMUT GENERATOR 0
<br />in and to Outlot C) I 12"• CA 13.27'
<br />CL N z = \ \ 11 SP 2" CA \ n (
<br />7' • B N 575.13 d RIM 974.88
<br />O I DRAIN STON 3
<br />20.15'
<br />LOT AREA SUMMARY g� HB
<br />PLAY SET/ �4" Hg\ I
<br />o Gi 1 '• CAS 27' WP \ "•CA I �6� CB �20" ASH \ - DECK y0 OQ 7" B
<br />gw 1 2 \ \ I \ \ \ 9�3 DRAIN (/ 8" HB
<br />372.38 1 S
<br />d o I 8 RC\ \ 2 WP 1 \ o RIM 74. DRAIN BRICK DRAIN 6" HB „
<br />LOT 1, BLOCK 1, MILLSTON Z ao \ � V \ IN 96 .48 =_ RIM 9. og 15 HB
<br />=94,043 SQ. FT OR 2.1589 ACRES z \ 7" P MAESTRO LUCY �s2 \ \ 197a. a RLM 197 1a OVE ANG 14" ELM wI
<br />I = 9S \ 27' P tFs ... I J 19 \ 7 g J 97301 18"• LC ^g�2.
<br />LOT 3, BLOCK 1, MILLSTON 1 0 0 �s� �1 29" WP I �8" RP \ POOL
<br />(AREA OF LOT TO SURVEY LINE) 38 M ffi �,
<br />=90,495 SQ. FT. OR 2.0775 ACRES I \ �I 11 \\ \ 1". LD g�^� 8•, HB Q I
<br />(AREA FROM SURVEY LINE TO O.H.W.) A LEGEND
<br />�,q 55.32 I 958.8 � 20,1 ( I �� . 8" RP � 972.67 972.86 Z I
<br />=1,090 SQ. FT OR 0.0250 ACRES I 24.27' GARAGE FLOOD �\ 5 H o -936- EXISTING CONTOUR LINE
<br />(TOTAL AREA OF LOT 3) 9 "•H
<br />� ELEV. 957.05 I 21" SP 972.72 ,� Io a
<br />=91,585 SQ. FT OR 2.1025 ACRES I �\ � BITUMINOUS DR�EWAY g7 ` .=0 N?� x937.33 EXISTING SPOT ELEVATION
<br />"' 7 5,14 B •, Y I
<br />12' BR \ 0' C / (/3
<br />LOT 4 BLOCK 1, MILLSTON I 0 s 119" 7" \ 19 ASH 19 , c v W I~w MHO MANHOLE
<br />4� \\ Z 2.27' 7 R Z S ____� O UJ I
<br />(AREA OF LOT TO SURVEY LINE) I o"•cA o O g 'i3" BR 119 \ s s-- � f5 TR pT TELEPHONE RISER
<br />=101,583 SQ. FT. OR 2.3320 ACRES �� 12' SP ` -- 14 SP g�D
<br />I m 9116 d 7"I iti WZ � CTV © CABLE N RISER
<br />(AREA FROM SURVEY LINE TO O.H.W.) 0, N _ z /� ss W" B 25" ASH \ t B W w
<br />=2,113 SQ. FT OR 0.0485 ACRES n s4s ° I,N �' / \ z``
<br />(TOTAL AREA OF LOT 4) WIZ M944 ¢ on 9S, \ Ito" BR \ STONE \\ 969 0 _O i o ET ELECTRIC TRANSFORMER
<br />a N SHOLD \ ` 11 BR WALLS 22" ASH EM � ELECTRIC METER
<br />=103,696 SQ. FT OR 2.3805 ACRES < �9 r V. 958.46 10" SP �- I
<br />o m s W LKO \2 WP GMI� GAS METER
<br />LOT 5, BLOCK 1, MILLSTON ¢� EL 49.6 26.56*G 956.55 13 i 568 2" HB I
<br />=246,051 SQ. FT. OR 5.6486 ACRES I sb' 2 A ssh•7' GM \961 \ , 1q_oo1 EAST L E I ® AIR CONDITIONER
<br />N I I 956 12" SP 2� WP 960 \ 16 SR FID #I')- MB 9 OF LOT 1 " HB I MBS MAIL BOX
<br />OUTLOT A, MILLSTON 1S„ s�
<br />(AREA OF LOT TO O.H.W.) I 8 13" SP ( 9 959 �\ 27" ASH ` 14" H ( -UE- UNDERGROUND ELECTRIC
<br />=2,497 SQ. FT. OR 0.0573 ACRES I 9S 15 BR 4" HB
<br />x12" 10"- 1 Sys \ 3",10" IHB - UT - UNDERGROUND TELEPHONE
<br />OUTLOT B, MILLSTON I �o �� \ 0" SP I 14- W -J o 8 966 \, I - G - UNDERGROUND GAS
<br />(AREA OF LOT TO O.H.W.) I i ,,, i°�,, ' n N \ ONE
<br />= 950 SQ, FT. OR 0.0218 ACRES s 5" SP Lo wAL ". Hg
<br />A w I O � �\ \ I - ST - STORM SEWER
<br />I i `� i SP OLo
<br />V \ o
<br />OUTLOT C, MILLSTON I P I 1 \9S \ O K3 z 96 �, -ci I -OH- OVERHEAD UTILITY UNIES
<br />=36,556 SQ. FT. OR 0.8392 ACRES I \\6' \ I \\ iP o \ s, \ s HB'•..,o" ASH I CB (5 CATCH BASIN
<br />TOTAL AREA OF SUBJECT PROPERTY "m„ �J, I �\ r' SP ;1. 2I s� \ \ 564 a,. H I LP OS LIGHT POLE
<br />(LOTS 1, 3, 4 & 5, OUTLOTS A, B. C) I \ T1 ' ss� \ 1 , P „I �, \ I PP 0 POWER POLE
<br />=575,378 SQ. FT. OR 13.2089 ACRES I I \1�,. S M 1z" SP 2 ss \ 96,3 1 z ' I DENOTES DIMENSION
<br />s' \
<br />10' 3
<br />� 9 \\\ \9S \ t0 S o I (M) MEASURED DURING THE
<br />f \
<br />6„ \ ` \ 13" SR O 7" S 14" SPS \ 962 1 HB I COURSE OF THIS SURVEY
<br />HARD COVER SUMMARY \ \``, \�, 9sp �� " S 10" P c DENOTES RECORD
<br />o �, I4" A \ ` 961 I (R) DIMENSION AS PER PLAT
<br />9tr� ` \\ 7 S ( OR LEGAL DESCRIPTION
<br />THESE AREAS ARE GROUPED BY VICINITY TO U-) \ \ "ASH\ \ 1 " ASHD
<br />S C7" SP SP X956.16 x956.62 \ 17" ASH 960 DENOTES SET SURVEY
<br />EXISTING STRUCTURES SHOWN HEREON. 6 HB \ 9
<br />B I • MONUMENT MARKED
<br />W ,, \ \ \ \ t6\ SP 5" SP c� 959 I "KEMPER 18407
<br />AREA NEAR PRIMARY RESIDENCE X1100 MILLSTON) M N a , T 3 A \ i' H `' LU 0 SID
<br />-931- 500 -YEAR FLOOD LINE
<br />\ t' " A H 11 ` SP (AS PER F.E.M.A.)
<br />AREA OF RESIDENCE= 6,202 SQ. FT. Ky Q \\ \ \ \. \ �'�s `\ \ \, E T LINE \ 2" 'sP 11'
<br />AREA OF DETACHED GARAGE= 570 SQ. FT. O $ o \ \ \ `\ \ i T 1 \ z" RC X956.69 i
<br />AREA OF DRIVEWAY, BRICK PATIOS, BRICK WALLS, Oz 9�4 \ \ \ \ 6 \P s 12" SP
<br />-ss7 I
<br />AND OTHER CONCRETE OR STONE SURFACES O \\ \ `\ \\ \ \ I _
<br />WEST U E 26\ WP jj x956.29
<br />= 20,135 SQ. FT. Z OF IDT \ \\ \ ' 15" 4" hD 4" wP 956
<br />TOTAL AREA= 26,907 SQ. FT I \ `\ \ \ \ 48" ELM
<br />s i� AD��NCC13,OACHES 0 TS ET� --��' 955 � 1
<br />AREA NEAR TENNIS COURT 3 \ WEST LINE
<br />AREA OF TENNIS COURT= 7,477 SQ. FT. 1 3 0 DESIGNATED RIGHT- F -WA' \ \\ OF L T 5 X958.27
<br />zo ,\ DISTANCE 0 9.1 FET \ �� 4 D 919 554 I TREE ABBREVIATIONS
<br />AREA OF BRICK WALLS= 473 SQ. FT. I �.
<br />AREA OF WOOD PLATFORM= 644 SQ. FT. ` ` a C X99962 , 953 I HB - HACKBERRY
<br />TOTAL AREA= 8,594 SQ. FT 1 \ \ V \ ��� I % i� g j
<br />„ .. y� \ \' _ 9 27 OAK i ` 52 SP - SPRUCE- -- -
<br />AREA NEAR MAINTENANCE GARAGE I �, I
<br />y, A. �I i' % �• 551 RC - RED CEDAR
<br />AREA OF GARAGE= 2,157 SQ. FT. 1 - V �`\ �`. 13' MP �s�� x956.74 /' % '� ` 95p
<br />AREA OF CONCRETE RAMP= 201 SQ. FT. I ` 9 s ' 26' SCP - SCOTCH PINE
<br />AREA OF CONCRETE APRONS= 195 SQ, FT. I o / 9�d \' \ \` �� �� 1 ' AK 26" CT / 945 I -
<br />\ tri I4" SP _ 0'00» Rl gq8 t I WP WHITE PINE
<br />TOTAL AREA- 2,553 SQ. FT. \ \ -
<br />1 RC
<br />' PP \ ` � \ "OAK 10 / / 947 '•. B I
<br />AREA NEAR 1125 MILLSTON HOUSE X931.63 \ 1 RP - RED PINE
<br />AREA OF HOUSE= 1,726 SQ. FT. 1 18" CMP `` 2�\30� P y \', c��``,, - 1 63' R ,• 17"946 I Y LD - LINDEN
<br />INV 929.67 \ 191,
<br />AREA OF PAVER PATIO= 234 SQ. FT. RT \ � s`� 12" 12" 21 ,OAK ` 70 RP 945 I
<br />AREA OF DRIVEWAY/SIDEWALK= 1,348 SQ. FT. 1
<br />t 2" MP - MAPLE
<br />TOTAL AREA= 3,308 SQ. FT ` N TE: OU OT IS JECT T A PRiyAT \ / 0 9 CA - CRAB APPLE
<br />X931.4 x931.58 RAD Y E SEM (NJT AN PUBL ROA`@D i 12 HB I Q
<br />1 A U LITY ASEMENT FOR E BE FIT\ O i _ 943 I Z BT - BUCKTHORN
<br />AREA OF MILLSTON ROAD/DRIVEWAY 1 OF LOTS 1, 2, 3, 4 5, BLOC 1, MIL STO \ Q
<br />AREA OF MILLSTON ROAD AND DRIVEWAY AS ER RESOL ON 1 ,1013 (DOCUME � \ 2 ", 0",9"1 LD 14" HB ~ o� BR - BIRCH
<br />TO PRIMARY RESIDENCE= 17,674 SQ. FT. ' NU ER 1335896 A RESOCU Q!O APPROVI \ �. Kin IP 4 • ,M, g42 h Z 01 a'1
<br />I f I THE LAT 0F'\MILLS \ \\ AK \ 56" 2' 15" WP B -3 ASH I O N BX - BOXELDER
<br />TOTAL HARDCOVER ON SUBJECT PROPERTY X931.55 X937.7 t \ \ \\ 0" RC -^I I�i N¢ FF
<br />\ \ //�� /{ (��1 /1/1 Di \ �\\ \ 1 CT - COFFEE TR__
<br />r dam= 0 O var a '�i \��, C �I,v � r�{rr � g4 %J W I
<br />26,907+8,594+2,553+3,308+17,674 i 1
<br />59,036 SQ. FT ' X931.70 \ 7 1 0. R \\ OAK 11 SCP C�DaR cR 40 I� 6i WL - WILLOW
<br />'15' C \ L- 20 .44 R� \ 3" SCP w o AP - APPLE TREE
<br />IOw ao
<br />TOTAL AREA OF SUBJECT PROPERTY � \ ` \ 1 " sP CEDARS 1 HB 3g IJc� � BE - BUCKEYE
<br />AREA TO O.H.W.=575,378 SQ. FT. IRON PI
<br />o i ,\ `` 4„ 556'09'27' " 69' -t CEDARS 9
<br />PERCENTAGE OF HARDCOVER \ � 'AAs MB - RUSSIAN MULBERRY
<br />59,0361575,378= 0.1026 (X f OO)= 10.26% 1 z" SP y� / \ \ _ :' HB » \` \' g3 12' H� LC - LOCUST
<br />9 / OflU I A L} \' , 0" EL w_ 18 I as 14" RC �- 8 -
<br />10„ SP 42••. W FOPWD t/2" ' _ ND 1/2„
<br />FOUND 1/2" N PIPE IL 4'54M(RT H8 = .5.00 R � f RR_ 75.00' ( IRON 937 11",9" H e
<br />IRON PIPE S 87 W [R) 12" MP 933 S34'73' _ - - / R 1 2" H 8" HB
<br />S46'06'17"E 0.60' S 87 44 24 - - - L= 23D�70'(R)- C �-18_(R _ E,T S35'29'42°E ;6�' SOUTH LINE 5" SP
<br />g � R) OUND 1/2" .yam 2" Hg
<br />0 16 MP 93 LP = 50.04' E c C N PIPE OF LOT 5 � 6 SP 8" HE
<br />IRO
<br />PREPARED FOR: t p 73.834 (R LR 1UT - 8 \EM E 0.74 4. c . ' 6" SP
<br />93 S5T 'RIM 93 »
<br />935 PP _ _ - ' " azo INV 932.89 S
<br />RODNEY BURWELL , " 6 _ 935 P 8" S 3�. T 935 13 h 6 HB
<br />1100 MILLSTON ROAD OH OH . R- 1670.02 R - - - - - - -MB t= 47.6 �� 1 6`W_NU
<br />_ HB
<br />ORONO. MINNESOTA 55391 6 w t!7 (r \ p = 5 (R)'�- 65.86 `
<br />c/o KEVIN KEENAN, LANDSCAPE ARCHITECT 93 ., M `n �= 328.39 (R� 936 1'38'06"(R) U 12" BUCKTHORNS 12" CA
<br />SHORELINE,+.. !s/ � V � N 81'09'3l" 12" CA 1�' LM 15 HB
<br />KEENAN & SVEIVEN LANDSCAPE ARCHITECTURE cv M CB
<br />15119 MINNETONKA BOULEVARD cO O O RIM 935.15. W )
<br />MINNETONKA, MINNESOTA 55345 1 2" o O id (V " UT
<br />PHONE: 952-475-1229 IRON PIPE .9. I / RO-v1`i .INV 932.45 S U :� 36» (R UE UT FOUND 1/2"
<br />936 FOUND 1 2" ti. 80 ° �_
<br />FAX: 952-475-1667 N22'30'15"E 1..95' ? RO -834 - - - - R= 1604.02' R _ ?`J'M,�t� �� UT IRON PIPE
<br />CELL: 952-328-2560 10 ASH 2' A
<br />9,
<br />D29° ue
<br />ARCHITECT: 935 1 „ 9 ASH _ ( 935 CB T
<br />LEFFERT TIGELAAR, AIA-�------'-934 40
<br />S .INV 931.40 S ^a
<br />CHOICE WOOD COMPANY 934 - 7 $T 8© 59 36» E • �W
<br />3300 GORHAM AVENUE SOUTH r` 15
<br />ST. LOUIS PARK, MINNESOTA 55426 9" ASH t 0" ASH t 4" ASH 12" AS
<br />935 FOUND 1 2",..
<br />10" ASH 15' ELM 14' ELM 12" ASH 11" ASH = ' } » IRON PIPE . O M N
<br />PHONE: 952-924-0043 12' ASH 3 29 Z:)
<br />a. CERTIFICATION
<br />FAX: 952-924-0269 18.4' 14",13' LD 2",9" LD 2" LD 1 R 392'O7'E 0.35' o
<br />CELL: 952-237-7340 ORDINARY HIGH WATER ELEV. SHORELINE AS MEASURED OUTLOT 10" MP 12",8" ASH a tp co' I HEREBY CERTIFY THAT THIS SURVEY, PLAN,
<br />(O.H.W) 929.4 FEET (NGVD29) ON MAY 20, 2009 15" CMP 10" ELM ~_ O o.. OR REPORT WAS PREPARED BY ME OR
<br />/� MINNETONKA
<br />/�T (SMITH
<br />INV 930.32 8" PVC 9" ELM `+ 9834 Uj UNDER MY DIRECT SUPERVISION AND THAT
<br />LAKE ltl�1NNET N A EA� INV 931.22 t 4" ASH \ 933 I R A DULY LICENSED PROFESSIONAL LAND
<br />// � SURVEYOR UNDER THE LAWS OF THE STATE
<br />ORDINARY HIGH WATER ELEV. 12 ASH INV 930.15 13",1 1 OF MINNESOTA.
<br />LAKE WATER LEVEL DATA AS PER MINNESOTA DNR LAKEFINDER WEBSITE: 12",12",a° ELM 15" CMP � 14" ASH :
<br />HIGHEST RECORDED: 930,52 FEET (09/07/2002) (O.H.W) 929.4 FEET (NGVD29) 3',12" ASH 12" ASH \ 110.3'
<br />LOWEST RECORDED: 921.78 FEET (12/16/1937) TL T t 2" MP V I
<br />Uh 'URVEY""RTIF1 CATE OF S
<br />LAST READING: 928.8 FEET (05/07/2009) MARK D. KEMPER, PLS 1_4_7
<br />ORDINARY HIGH WATER ELEVATION: 929.4 FEET
<br />09033 (09033T.DWG) ELEVATION DATUM: NGVD 1929
<br />DATED THIS ���DAY OF �`� 2009
<br />KEMPER & ASSOCIATES, INC.
<br />mom
<br />JUL 2 3 2009
<br />CITY OF ORONO
<br />HENNEPIN COUNTY
<br />COORDINATE SYSTEM
<br />NAD83 (1996)
<br />BY GPS OBSERVATION
<br />UTILIZING MnDOT VRS
<br />NETWORK.
<br />BASIS FOR ELEVATION:
<br />Mn/DOT REFERENCE
<br />R /�
<br />N TANAGER LADE
<br />1
<br />STATIo
<br />ELEV.=N941.501S(NGVD 329)
<br />(AS PER REAL TIME GPS
<br />Y
<br />MEASUREMENTS UTILIZING
<br />0
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />'+)
<br />VRS NETWORK)
<br />CONTOUR INTERVAL=1 FOOT
<br />-963 \\� ORDINARY HIGH WATER ELEV.
<br />b " (NGVD29)
<br />964 \�\ W) 929 FEET (N 29)
<br />" 4 SP S' SHORELINE AS MEASURED
<br />M
<br />„
<br />IP 965 76.06''8« ON MAY 20, 2009
<br />r� r. 2 MP 7%
<br />5° 02'
<br />s OH \ -
<br />T„1. k tf ! PP OH- 568 96�� \� 929.4
<br />17" FIR 2 • BX \ \ 93
<br />y
<br />OIL.
<br />g 969
<br />s /9)f0 SP 6 HB \ 3y \ AND CONCPUMP
<br />FROM O.H.W. \ \ �t `\,� \ �\ \ 85645
<br />+'F s ��R ��P 972.55 62.43' O FOUND 1/2 E f 001.50'(Aq)
<br />+ �' 15.82 w, ro z
<br />°G°�� A;NTE14ANCE GARAGE 15" ASH PIT z rn�\ gs IRON PIPE
<br />? OG yi JP M FOOTPRINT AREA "° MP �\ 0
<br />r f. �� ^l 2.157 SO. FT.
<br />i
<br />t ` 15.80' 82.70 97.34 1 / gS
<br />;F REFERENCE 0" RP 6" HB // 1 M S FOUND MINNESOTA DOT
<br />® �cj. 1 16
<br />GA LOOK 10" RC 12 RP 10 ` _" 960 RD RUSNMN053" (1990
<br />.ELEV. 972 A 0 18" SP 9 / �g6J ELEV.= 941.501 (NGVD29)
<br />ELEV. 972.55 0, / - \� 9 956
<br />�°� GRAVEL 562
<br />GRAVEL 14" 12",12' SCP 16"•HB / ` 57
<br />PATH F O.H.
<br />° \ ,8 LD
<br />ADJACENT GARAGE 969
<br />a v 6"•H
<br />FROM950
<br />20"
<br />20„ SP 17„ RP H 983\
<br />75 SETBA 9 8 " H
<br />� /
<br />MH °j
<br />\
<br />BRICK Rlfyl, 9 7.11 96� 16' HB �1
<br />VICINITY MAP �_ -- -- `- - ----\ HB / - - -- - --- -- --1- - --
<br />- - U CA _ --- 9s \ 10" S CB
<br />92 1L' J LD
<br />,
<br />7' \ 10". RIr1 964.05 E s "4
<br />J(� \ X972.84 x INV 960.55 SW \9 TR I 7$
<br />ZONING REQUIREMENTS os 5235 s4 coNc.t
<br />GRAVEL Mi ^r 7„P 9 \SP WALL .
<br />�! _ 965.37 965.10 �i
<br />ZONED LR -1A - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT (V 'n1 10 S 8' SP P 10'
<br />SUBJECT TO SHORELAND OVERLAY DISTRICT
<br />1
<br />SUBJECT TO FLOODPLAIN MANAGEMENT 666 ' "� \\ \ 11' SP 61.31
<br />� � SP 1-1 \ fir, 12" MP
<br />MINIMUM LOT AREA - 2 ACRES /v� 2..
<br />Q O 6„ P 7 SP \� 14" HB ' \\ i BE Va t
<br />MINIMUM LOT WIDTH - 200 FEET z i` �\ 96 LP x965.79 U
<br />w " SP \ �\i \ j I g6g 1100 MILLSTON ROAD FROM SOUTH
<br />MAXIMUM LOT COVERAGE - 15% BY STRUCTURES ( 12 'P \ I \,, ss TENNIS `2 HB
<br />7 SP 250' SETBACK \ 22" HB COURT
<br />MAXIMUM HARDCOVER - 25% (75 FEET TO 250 FEET FROM 565: \
<br />ORDINARY HIGH WATER LEVEL) \ FRO O.H.W. �, % V BUILDING
<br />- 30% (250 FEET TO 500 FEET FROM
<br />ORDINARY HIGH WATER LEVEL) \ 1 - \ 9� y1 L ss .57 '] f TENNIS o
<br />V O" SP COURT
<br />MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET /i 12" SP ` y ^ 4� m OVE/KHAN 1 12 • M Q } Y
<br />// 5' W 965.75
<br />BUILDING SETBACKS: 5? 7j 90� 0" SP ¢\ 988.74 / 86.0 \ Zl o
<br />FRONT - 50 FEET --,are
<br />SIDE - 30 FEET v 1'
<br />SID 10". \ \ \ 14" P 12" WP RIM D OVERFLOW g70 XM �) EAST LINE V WI Ny
<br />f n Y��ttB
<br />REAR - 50 FEET L__ LP OF LOT 4 O L! I
<br />8" -AP WESTERLY LINE J I�
<br />ORDINARY HIGH WATER LEVEL - 75 FEET 12" SP OFLOT3 LINE 3" B \ x966.18 \ 6c r
<br />i F LOT 4 V7 .�7 \ c m 1=
<br />(AS PER CITY OF ORONO ZONING CODE) 963 }} 19" HB _ 96 1 966.88 \ 9 -� Z 1100 MILLSTON ROAD FROM NORTH
<br />SP 8" AP (_t0"• APAP �c // 1 J }_ (W Ia z
<br />EAS LINE I 14",14" MP ,\�e `� 9 - CB- - O 0-0
<br />18" H
<br />11" SP .10V- RIM 967.61 1
<br />1 INV 965.41
<br />10 AP 1 AP 4,,. A CA 5., CA P�0 I 68.03 968.06 11" LM
<br />FLOOD ZONE NOTE �'' r 5OF LO 2' CA o
<br />'Y'
<br />n A Q O 1 971.23 971.34 6.21 50' CKa."`'
<br />SUBJECT PROPERTY LIES MOSTLY WITHIN FLOOD ZONE X 962 10' AP 6' As' / 970. FK M O.H.W. 96® o"I He
<br />8" H 6 O \c 12' ELM `
<br />AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, x , �� 6g m 9
<br />I e K
<br />A MINIMAL PORTION LIES WITHIN FLOOD ZONE A' AND AE" 10 AP 7" sH ( r r
<br />„ »
<br />4>^ 9 D
<br />ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT 10'• A•, a" As
<br />AGENCY FLOOD INSURANCE RATE MAP NO. 27053CO304E \ 7" ASH 7" H� ASK / 970 ( POND
<br />o P INLET / PAA s 1 M ±z
<br />1 ",$" ELM
<br />EFFECTIVE DATE OF SEPTEMBER 2ND, 2004. THE AREAS o sORL3 SNE ��`' > ; INV 969.32 41' ELM
<br />WITHIN FLOOD ZONE A AND AE" ARE THOSE BEING � � Al 6
<br />BELOW ELEVATION 931. SAID 931 CONTOUR IS SHOWN 28" P / g6� �` I
<br />HEREON IN RED. 20 W 96 969 24 20 zJ WP 2 97 972 c s"�12" HB H MILLSTON ROAD
<br />6 27" P o sss OUTH LINE 1125 MI
<br />/ 2' WP v� 0 LOT 4 g�
<br />I ..; 4' 14" 97D S 4SH S O m t"
<br />B 971 °�^ 30" ASH 973 I °v„'
<br />PIP 8" 20" SP HB 18" HB \
<br />26„ �P 27 WP „ g71 19 ,, WP 18 WP 25' WP � '2 E 65
<br />p FOUND i/2" '� 972 2 17" SP LP X33 E ,,,art#$ 973.26 LP N I Mx
<br />30' WP i R
<br />LEGAL DESCRIPTION IRON PIPE v o 1 WP 9 35 a 973.08 u v a 973.11 19 I
<br />t
<br />WP 1t RC 8" SP DRAIN 1 D NaL 4 < 4 4 4 37.61
<br />S13'S8'S1"E 0.82' -�
<br />0 RC t7 W w �_�973 8 MPW 1. RC NORTH UN�` o v gONCRETE `� a4
<br />OF LOT, 5. a 973.07 a RIAt 97.86 4" OAK, 973.52' a
<br />CERTIFICATE OF TITLE N0. 795619 1... o R 6 R , 1s wP 9., R / FOUND 1/2 RIM 97,2!58, n,
<br />R 4' WP 11 C 972.42 /
<br />15\ WP 2 RC a % ET TR 10",�" M$
<br />Lots 1, 3, 4, 5, Block 1 and 2 1, ' R SON PI 9" �O.bO' 973.18 LF 3" LC Imp DRAIN 16" WP I.
<br />Outlots A, B and C, ate, N 16',12' o Rc o IM 20" WP - OAK
<br />Miilston o ts� `° R 1 W w 8, o i5" RC 1 H s73.3o 4" Lc� a DRAIN AC RiIM973.27
<br />x Orn. \ 12 10' RCr o
<br />Subject to drainage and utility easements N,a• d? 2 R t4 C �l '. o RIM 973.38 INV 968.171 I MAINTENANCE GARAGE
<br />as shown on plat; (AS t0 Lots 1, 3, 4 ( N 12', 2', R� 4 RC 17" WP , P 12' C 14 10" RC 6L�� . : °j 973.38 973.47 873 CONCRETE UNIT,/(FLOWS N )
<br />and 5, Block 1) 3''s 2 R 6 C \ 1 •° sP a ti
<br />FOUND 1/2" ✓ R 2',11 R 4\ RC / ^3 I P y ° I K
<br />Subject to a reservation as Shown in IRON PIPE 0.78 30" WP 0 R 2 RC RC g ,3S LP 973,70 x974.42 2� 6° CA CONCRETE
<br />Deed Doc. No. 1449512; (As to Lot 1, \�' 1 ' t RG \ BRICK oo ; 974 4 �,
<br />9' RC O a c, Co N X
<br />SOUTH
<br />OU 0 U2 E 2 R C i 'R t ri y m ¢ BRICK
<br />Block 1, Outlot A and an undivided \, v Rc
<br />1/2 interest in and to Outlot C} FOUND 1 2" I » 10 Rc DRAIN a®
<br />/1 RC rn 2.59' 2.52 974.73 97 DRAIN 4 i0
<br />IRON PIPE =9\,,\S 89-56"4 12 RC ` w a a r�
<br />� C M 8" LC RIM d„ 9747-,=. J RIM 973.721 � P
<br />Subject to the interest of the Town Of 820'39'01"E 0. S 89'53'33"�(R) 29" yJp �' �ki a` g RC 14' ' C 7 R 973.75 6, MP J < INV $677 T
<br />Orono for the benefit of the public in 1936\ s, s a� c Rco� c s Rc . 973.49 197 .97 II- ¢ ;, (FLOWS NORTH
<br />and to the West 199 feet of Street or --t ¢ o -�
<br />_ 19.15 40,,. R co X w o g)® a) LO
<br />Road lying North of Lot 10, s� 16" S '� �. , /»- `� mac' � �15" GINGKO ., � �� � ,< 44"88.40 1 " EL z
<br />r� °' O „
<br />9 S . 24 E 96 I \ 0.52' 0.4j 6m ni ns s } $ GARAGE �� w
<br />Rearrangement of Orono Paint as s NORTH NE S I ` �,G•7g' o „ GARAGE 44
<br />S \ 2.9 a FLOOR 9 6+
<br />platted November 5th, 1903 and filed s OF LOT 1\ 13' cA �1 971.40 �' " 10.02 �,h° 574 FLOOR 4 974.92 �S DOCK ON TANAGER LAKE
<br />for record in the office of the Register I PP )\3 SP Fo D ` t2"•cA` N sac FIRST FLOOR s74sa 974.78 n 97 30 >; o
<br />14.04' ELEV= 975.30 o x74'4$ O W 0
<br />of Deeds of Hennepin County, Minnesota `9 IRON PI \ "'CA 12 CA 964 I ! Y n �� ro UNITS z8 w N 27.62• M 0
<br />on November 20, < I 19'1 0.80 12 ' 1 32 MP ( ¢ THRESHOLD 9"• MP o ro z
<br />1903 in Book 12 of ( 1 MILLSTON G o
<br />w , I m ELEV= 973.79 1 Q R W GARAGE
<br />Plats, page 512; (As to all of above 3" sP\ N :. I. \ _ _N .. - CM 0 4. 57o se. FT. ° WE
<br />- \ 14', \ 2"• CA t 2' • C�. 17„• CA. _ 32.75 SAY '
<br />land except Lots 1 and 3, Block 1, m \ �\ rrz"•c I BulL01N0 ou rRilyTOA
<br />O - \ 3�„ N 6 I 6\ H \ 1 WINDOW 25.28' o„ E 27.65'
<br />4' WP r 971.26 2:63 AREA= 6,202 SQ. FT. 97 . 973.98
<br />Oudot A and an undivided 1 2 interest �� 9 \ \ N. 9
<br />/ O. a S� \ c7� rn 192 I \ AS JH 973 t 32.22 n O DRAIN SMUT GENERATOR 0
<br />in and to Outlot C) I 12"• CA 13.27'
<br />CL N z = \ \ 11 SP 2" CA \ n (
<br />7' • B N 575.13 d RIM 974.88
<br />O I DRAIN STON 3
<br />20.15'
<br />LOT AREA SUMMARY g� HB
<br />PLAY SET/ �4" Hg\ I
<br />o Gi 1 '• CAS 27' WP \ "•CA I �6� CB �20" ASH \ - DECK y0 OQ 7" B
<br />gw 1 2 \ \ I \ \ \ 9�3 DRAIN (/ 8" HB
<br />372.38 1 S
<br />d o I 8 RC\ \ 2 WP 1 \ o RIM 74. DRAIN BRICK DRAIN 6" HB „
<br />LOT 1, BLOCK 1, MILLSTON Z ao \ � V \ IN 96 .48 =_ RIM 9. og 15 HB
<br />=94,043 SQ. FT OR 2.1589 ACRES z \ 7" P MAESTRO LUCY �s2 \ \ 197a. a RLM 197 1a OVE ANG 14" ELM wI
<br />I = 9S \ 27' P tFs ... I J 19 \ 7 g J 97301 18"• LC ^g�2.
<br />LOT 3, BLOCK 1, MILLSTON 1 0 0 �s� �1 29" WP I �8" RP \ POOL
<br />(AREA OF LOT TO SURVEY LINE) 38 M ffi �,
<br />=90,495 SQ. FT. OR 2.0775 ACRES I \ �I 11 \\ \ 1". LD g�^� 8•, HB Q I
<br />(AREA FROM SURVEY LINE TO O.H.W.) A LEGEND
<br />�,q 55.32 I 958.8 � 20,1 ( I �� . 8" RP � 972.67 972.86 Z I
<br />=1,090 SQ. FT OR 0.0250 ACRES I 24.27' GARAGE FLOOD �\ 5 H o -936- EXISTING CONTOUR LINE
<br />(TOTAL AREA OF LOT 3) 9 "•H
<br />� ELEV. 957.05 I 21" SP 972.72 ,� Io a
<br />=91,585 SQ. FT OR 2.1025 ACRES I �\ � BITUMINOUS DR�EWAY g7 ` .=0 N?� x937.33 EXISTING SPOT ELEVATION
<br />"' 7 5,14 B •, Y I
<br />12' BR \ 0' C / (/3
<br />LOT 4 BLOCK 1, MILLSTON I 0 s 119" 7" \ 19 ASH 19 , c v W I~w MHO MANHOLE
<br />4� \\ Z 2.27' 7 R Z S ____� O UJ I
<br />(AREA OF LOT TO SURVEY LINE) I o"•cA o O g 'i3" BR 119 \ s s-- � f5 TR pT TELEPHONE RISER
<br />=101,583 SQ. FT. OR 2.3320 ACRES �� 12' SP ` -- 14 SP g�D
<br />I m 9116 d 7"I iti WZ � CTV © CABLE N RISER
<br />(AREA FROM SURVEY LINE TO O.H.W.) 0, N _ z /� ss W" B 25" ASH \ t B W w
<br />=2,113 SQ. FT OR 0.0485 ACRES n s4s ° I,N �' / \ z``
<br />(TOTAL AREA OF LOT 4) WIZ M944 ¢ on 9S, \ Ito" BR \ STONE \\ 969 0 _O i o ET ELECTRIC TRANSFORMER
<br />a N SHOLD \ ` 11 BR WALLS 22" ASH EM � ELECTRIC METER
<br />=103,696 SQ. FT OR 2.3805 ACRES < �9 r V. 958.46 10" SP �- I
<br />o m s W LKO \2 WP GMI� GAS METER
<br />LOT 5, BLOCK 1, MILLSTON ¢� EL 49.6 26.56*G 956.55 13 i 568 2" HB I
<br />=246,051 SQ. FT. OR 5.6486 ACRES I sb' 2 A ssh•7' GM \961 \ , 1q_oo1 EAST L E I ® AIR CONDITIONER
<br />N I I 956 12" SP 2� WP 960 \ 16 SR FID #I')- MB 9 OF LOT 1 " HB I MBS MAIL BOX
<br />OUTLOT A, MILLSTON 1S„ s�
<br />(AREA OF LOT TO O.H.W.) I 8 13" SP ( 9 959 �\ 27" ASH ` 14" H ( -UE- UNDERGROUND ELECTRIC
<br />=2,497 SQ. FT. OR 0.0573 ACRES I 9S 15 BR 4" HB
<br />x12" 10"- 1 Sys \ 3",10" IHB - UT - UNDERGROUND TELEPHONE
<br />OUTLOT B, MILLSTON I �o �� \ 0" SP I 14- W -J o 8 966 \, I - G - UNDERGROUND GAS
<br />(AREA OF LOT TO O.H.W.) I i ,,, i°�,, ' n N \ ONE
<br />= 950 SQ, FT. OR 0.0218 ACRES s 5" SP Lo wAL ". Hg
<br />A w I O � �\ \ I - ST - STORM SEWER
<br />I i `� i SP OLo
<br />V \ o
<br />OUTLOT C, MILLSTON I P I 1 \9S \ O K3 z 96 �, -ci I -OH- OVERHEAD UTILITY UNIES
<br />=36,556 SQ. FT. OR 0.8392 ACRES I \\6' \ I \\ iP o \ s, \ s HB'•..,o" ASH I CB (5 CATCH BASIN
<br />TOTAL AREA OF SUBJECT PROPERTY "m„ �J, I �\ r' SP ;1. 2I s� \ \ 564 a,. H I LP OS LIGHT POLE
<br />(LOTS 1, 3, 4 & 5, OUTLOTS A, B. C) I \ T1 ' ss� \ 1 , P „I �, \ I PP 0 POWER POLE
<br />=575,378 SQ. FT. OR 13.2089 ACRES I I \1�,. S M 1z" SP 2 ss \ 96,3 1 z ' I DENOTES DIMENSION
<br />s' \
<br />10' 3
<br />� 9 \\\ \9S \ t0 S o I (M) MEASURED DURING THE
<br />f \
<br />6„ \ ` \ 13" SR O 7" S 14" SPS \ 962 1 HB I COURSE OF THIS SURVEY
<br />HARD COVER SUMMARY \ \``, \�, 9sp �� " S 10" P c DENOTES RECORD
<br />o �, I4" A \ ` 961 I (R) DIMENSION AS PER PLAT
<br />9tr� ` \\ 7 S ( OR LEGAL DESCRIPTION
<br />THESE AREAS ARE GROUPED BY VICINITY TO U-) \ \ "ASH\ \ 1 " ASHD
<br />S C7" SP SP X956.16 x956.62 \ 17" ASH 960 DENOTES SET SURVEY
<br />EXISTING STRUCTURES SHOWN HEREON. 6 HB \ 9
<br />B I • MONUMENT MARKED
<br />W ,, \ \ \ \ t6\ SP 5" SP c� 959 I "KEMPER 18407
<br />AREA NEAR PRIMARY RESIDENCE X1100 MILLSTON) M N a , T 3 A \ i' H `' LU 0 SID
<br />-931- 500 -YEAR FLOOD LINE
<br />\ t' " A H 11 ` SP (AS PER F.E.M.A.)
<br />AREA OF RESIDENCE= 6,202 SQ. FT. Ky Q \\ \ \ \. \ �'�s `\ \ \, E T LINE \ 2" 'sP 11'
<br />AREA OF DETACHED GARAGE= 570 SQ. FT. O $ o \ \ \ `\ \ i T 1 \ z" RC X956.69 i
<br />AREA OF DRIVEWAY, BRICK PATIOS, BRICK WALLS, Oz 9�4 \ \ \ \ 6 \P s 12" SP
<br />-ss7 I
<br />AND OTHER CONCRETE OR STONE SURFACES O \\ \ `\ \\ \ \ I _
<br />WEST U E 26\ WP jj x956.29
<br />= 20,135 SQ. FT. Z OF IDT \ \\ \ ' 15" 4" hD 4" wP 956
<br />TOTAL AREA= 26,907 SQ. FT I \ `\ \ \ \ 48" ELM
<br />s i� AD��NCC13,OACHES 0 TS ET� --��' 955 � 1
<br />AREA NEAR TENNIS COURT 3 \ WEST LINE
<br />AREA OF TENNIS COURT= 7,477 SQ. FT. 1 3 0 DESIGNATED RIGHT- F -WA' \ \\ OF L T 5 X958.27
<br />zo ,\ DISTANCE 0 9.1 FET \ �� 4 D 919 554 I TREE ABBREVIATIONS
<br />AREA OF BRICK WALLS= 473 SQ. FT. I �.
<br />AREA OF WOOD PLATFORM= 644 SQ. FT. ` ` a C X99962 , 953 I HB - HACKBERRY
<br />TOTAL AREA= 8,594 SQ. FT 1 \ \ V \ ��� I % i� g j
<br />„ .. y� \ \' _ 9 27 OAK i ` 52 SP - SPRUCE- -- -
<br />AREA NEAR MAINTENANCE GARAGE I �, I
<br />y, A. �I i' % �• 551 RC - RED CEDAR
<br />AREA OF GARAGE= 2,157 SQ. FT. 1 - V �`\ �`. 13' MP �s�� x956.74 /' % '� ` 95p
<br />AREA OF CONCRETE RAMP= 201 SQ. FT. I ` 9 s ' 26' SCP - SCOTCH PINE
<br />AREA OF CONCRETE APRONS= 195 SQ, FT. I o / 9�d \' \ \` �� �� 1 ' AK 26" CT / 945 I -
<br />\ tri I4" SP _ 0'00» Rl gq8 t I WP WHITE PINE
<br />TOTAL AREA- 2,553 SQ. FT. \ \ -
<br />1 RC
<br />' PP \ ` � \ "OAK 10 / / 947 '•. B I
<br />AREA NEAR 1125 MILLSTON HOUSE X931.63 \ 1 RP - RED PINE
<br />AREA OF HOUSE= 1,726 SQ. FT. 1 18" CMP `` 2�\30� P y \', c��``,, - 1 63' R ,• 17"946 I Y LD - LINDEN
<br />INV 929.67 \ 191,
<br />AREA OF PAVER PATIO= 234 SQ. FT. RT \ � s`� 12" 12" 21 ,OAK ` 70 RP 945 I
<br />AREA OF DRIVEWAY/SIDEWALK= 1,348 SQ. FT. 1
<br />t 2" MP - MAPLE
<br />TOTAL AREA= 3,308 SQ. FT ` N TE: OU OT IS JECT T A PRiyAT \ / 0 9 CA - CRAB APPLE
<br />X931.4 x931.58 RAD Y E SEM (NJT AN PUBL ROA`@D i 12 HB I Q
<br />1 A U LITY ASEMENT FOR E BE FIT\ O i _ 943 I Z BT - BUCKTHORN
<br />AREA OF MILLSTON ROAD/DRIVEWAY 1 OF LOTS 1, 2, 3, 4 5, BLOC 1, MIL STO \ Q
<br />AREA OF MILLSTON ROAD AND DRIVEWAY AS ER RESOL ON 1 ,1013 (DOCUME � \ 2 ", 0",9"1 LD 14" HB ~ o� BR - BIRCH
<br />TO PRIMARY RESIDENCE= 17,674 SQ. FT. ' NU ER 1335896 A RESOCU Q!O APPROVI \ �. Kin IP 4 • ,M, g42 h Z 01 a'1
<br />I f I THE LAT 0F'\MILLS \ \\ AK \ 56" 2' 15" WP B -3 ASH I O N BX - BOXELDER
<br />TOTAL HARDCOVER ON SUBJECT PROPERTY X931.55 X937.7 t \ \ \\ 0" RC -^I I�i N¢ FF
<br />\ \ //�� /{ (��1 /1/1 Di \ �\\ \ 1 CT - COFFEE TR__
<br />r dam= 0 O var a '�i \��, C �I,v � r�{rr � g4 %J W I
<br />26,907+8,594+2,553+3,308+17,674 i 1
<br />59,036 SQ. FT ' X931.70 \ 7 1 0. R \\ OAK 11 SCP C�DaR cR 40 I� 6i WL - WILLOW
<br />'15' C \ L- 20 .44 R� \ 3" SCP w o AP - APPLE TREE
<br />IOw ao
<br />TOTAL AREA OF SUBJECT PROPERTY � \ ` \ 1 " sP CEDARS 1 HB 3g IJc� � BE - BUCKEYE
<br />AREA TO O.H.W.=575,378 SQ. FT. IRON PI
<br />o i ,\ `` 4„ 556'09'27' " 69' -t CEDARS 9
<br />PERCENTAGE OF HARDCOVER \ � 'AAs MB - RUSSIAN MULBERRY
<br />59,0361575,378= 0.1026 (X f OO)= 10.26% 1 z" SP y� / \ \ _ :' HB » \` \' g3 12' H� LC - LOCUST
<br />9 / OflU I A L} \' , 0" EL w_ 18 I as 14" RC �- 8 -
<br />10„ SP 42••. W FOPWD t/2" ' _ ND 1/2„
<br />FOUND 1/2" N PIPE IL 4'54M(RT H8 = .5.00 R � f RR_ 75.00' ( IRON 937 11",9" H e
<br />IRON PIPE S 87 W [R) 12" MP 933 S34'73' _ - - / R 1 2" H 8" HB
<br />S46'06'17"E 0.60' S 87 44 24 - - - L= 23D�70'(R)- C �-18_(R _ E,T S35'29'42°E ;6�' SOUTH LINE 5" SP
<br />g � R) OUND 1/2" .yam 2" Hg
<br />0 16 MP 93 LP = 50.04' E c C N PIPE OF LOT 5 � 6 SP 8" HE
<br />IRO
<br />PREPARED FOR: t p 73.834 (R LR 1UT - 8 \EM E 0.74 4. c . ' 6" SP
<br />93 S5T 'RIM 93 »
<br />935 PP _ _ - ' " azo INV 932.89 S
<br />RODNEY BURWELL , " 6 _ 935 P 8" S 3�. T 935 13 h 6 HB
<br />1100 MILLSTON ROAD OH OH . R- 1670.02 R - - - - - - -MB t= 47.6 �� 1 6`W_NU
<br />_ HB
<br />ORONO. MINNESOTA 55391 6 w t!7 (r \ p = 5 (R)'�- 65.86 `
<br />c/o KEVIN KEENAN, LANDSCAPE ARCHITECT 93 ., M `n �= 328.39 (R� 936 1'38'06"(R) U 12" BUCKTHORNS 12" CA
<br />SHORELINE,+.. !s/ � V � N 81'09'3l" 12" CA 1�' LM 15 HB
<br />KEENAN & SVEIVEN LANDSCAPE ARCHITECTURE cv M CB
<br />15119 MINNETONKA BOULEVARD cO O O RIM 935.15. W )
<br />MINNETONKA, MINNESOTA 55345 1 2" o O id (V " UT
<br />PHONE: 952-475-1229 IRON PIPE .9. I / RO-v1`i .INV 932.45 S U :� 36» (R UE UT FOUND 1/2"
<br />936 FOUND 1 2" ti. 80 ° �_
<br />FAX: 952-475-1667 N22'30'15"E 1..95' ? RO -834 - - - - R= 1604.02' R _ ?`J'M,�t� �� UT IRON PIPE
<br />CELL: 952-328-2560 10 ASH 2' A
<br />9,
<br />D29° ue
<br />ARCHITECT: 935 1 „ 9 ASH _ ( 935 CB T
<br />LEFFERT TIGELAAR, AIA-�------'-934 40
<br />S .INV 931.40 S ^a
<br />CHOICE WOOD COMPANY 934 - 7 $T 8© 59 36» E • �W
<br />3300 GORHAM AVENUE SOUTH r` 15
<br />ST. LOUIS PARK, MINNESOTA 55426 9" ASH t 0" ASH t 4" ASH 12" AS
<br />935 FOUND 1 2",..
<br />10" ASH 15' ELM 14' ELM 12" ASH 11" ASH = ' } » IRON PIPE . O M N
<br />PHONE: 952-924-0043 12' ASH 3 29 Z:)
<br />a. CERTIFICATION
<br />FAX: 952-924-0269 18.4' 14",13' LD 2",9" LD 2" LD 1 R 392'O7'E 0.35' o
<br />CELL: 952-237-7340 ORDINARY HIGH WATER ELEV. SHORELINE AS MEASURED OUTLOT 10" MP 12",8" ASH a tp co' I HEREBY CERTIFY THAT THIS SURVEY, PLAN,
<br />(O.H.W) 929.4 FEET (NGVD29) ON MAY 20, 2009 15" CMP 10" ELM ~_ O o.. OR REPORT WAS PREPARED BY ME OR
<br />/� MINNETONKA
<br />/�T (SMITH
<br />INV 930.32 8" PVC 9" ELM `+ 9834 Uj UNDER MY DIRECT SUPERVISION AND THAT
<br />LAKE ltl�1NNET N A EA� INV 931.22 t 4" ASH \ 933 I R A DULY LICENSED PROFESSIONAL LAND
<br />// � SURVEYOR UNDER THE LAWS OF THE STATE
<br />ORDINARY HIGH WATER ELEV. 12 ASH INV 930.15 13",1 1 OF MINNESOTA.
<br />LAKE WATER LEVEL DATA AS PER MINNESOTA DNR LAKEFINDER WEBSITE: 12",12",a° ELM 15" CMP � 14" ASH :
<br />HIGHEST RECORDED: 930,52 FEET (09/07/2002) (O.H.W) 929.4 FEET (NGVD29) 3',12" ASH 12" ASH \ 110.3'
<br />LOWEST RECORDED: 921.78 FEET (12/16/1937) TL T t 2" MP V I
<br />Uh 'URVEY""RTIF1 CATE OF S
<br />LAST READING: 928.8 FEET (05/07/2009) MARK D. KEMPER, PLS 1_4_7
<br />ORDINARY HIGH WATER ELEVATION: 929.4 FEET
<br />09033 (09033T.DWG) ELEVATION DATUM: NGVD 1929
<br />DATED THIS ���DAY OF �`� 2009
<br />KEMPER & ASSOCIATES, INC.
<br />mom
<br />JUL 2 3 2009
<br />CITY OF ORONO
<br />
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