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<br />ORONO COPY
<br />RECEIVE[
<br />�0113-
<br />b 0_� OCT 2 9 2013
<br />CITY OF ORONO
<br />3 SE'S
<br />KEMPER & ASSOCIATES INC.
<br />TH E BURWLLL
<br />N 9rs� �,s
<br />f
<br />PROFESSIONAL LAND SURVEYORS
<br />0 20 40
<br />-ESIDENCEM
<br />Z z e ff.
<br />721 OLD HIGHWAY 8 N.W. 1 INCH EQUALS 40 FEET
<br />NEW BRIGHTON, 55112
<br />9�s
<br />�� ORDINARY
<br />MINNESOTA
<br />HIGH WATER ELEV,
<br />FOUND 1/2' 6" o
<br />651-631-0351
<br />S25.26'29'E 0,6/0' ��
<br />1100 MILLSTON ROAD (O,H,W) 929,4 FEET (NGVD29) FAX 651-631-8805OronoIRON PIPE �,BASIS FOR BEARINGS.
<br />kemper@pro-ns,net HENNEPIN
<br />u'l
<br />email) COUNTY
<br />1 ni
<br />&Zoning Plan Review
<br />`V
<br />Q' 1 " M
<br />15",1V BX www,kerlpersurveys,COth COORDNAD83IN 996 ATE SYSTEM
<br />I I_ _
<br />=�`� �� / ®�
<br />BY GPS OBSERVATION
<br />UTILIZING MnDOT VRS
<br />PI
<br />n Review Date:
<br />�j
<br />CITY 01' 0 R 0 N 0 ' 69 � ` � \
<br />NETWORK,
<br />P
<br />,QL41
<br />Q��,y~ r,jb 2 "• L
<br />OWED HENNEPIN COUNTY MINNESOTA \ 9s
<br />X S 63e BASIS FOR ELEVATION'
<br />36 4 m Mn/D❑T REFERENCE
<br />STATION 'DERUS MN053'
<br />P
<br />OWED WITH FEVISIONS (see notes)
<br />,
<br />98
<br />�`�� S9. N ELEV.= 9REAL (NGVD
<br />y TANAGER LAKE
<br />29>
<br />E
<br />1lrD
<br />(SEE LEGAL DESCRIPTI❑N BELOW) / \
<br />FOUNp.1/2'. -
<br />FOUND HENNEPIN (AS PER REAL TIME GPS
<br />R>"°� ` COUNTY 2' CAST v MEASUREMENTS
<br />IR PIPE . •. '` 9Sg \
<br />, UTILIZING
<br />NT MINNESOTA DEPARTMENT
<br />S20 8'27'W 0:4 '' 96 \
<br />0
<br />S40IRON23 00'WE0,72' A OF TRANSPORTATION
<br />\13" RC
<br />o VRS NETWORK)
<br />12_,12",10
<br />• 962 �
<br />CONTOUR INTERVAL=1
<br />FOOT
<br />/ 963
<br />ORDINARY HIGH WATER ELEV,
<br />" M 964
<br />(O,H,W) 929,4 FEET (NGVD29)
<br />CITY OF ORONO
<br />"• MP 965 " SP
<br />--_S 76101111MAY 8% em
<br />i18N
<br />SITE PLAN GRADING
<br />PIAN 2" MP 966 1 M \.
<br />\
<br />E �35'�2,tR
<br />❑ APPROVED
<br />96 j
<br />" 968
<br />)a
<br />17 RX
<br />f] APPROVED WIT EVISIONS ¢ / \
<br />❑ DISAPP
<br />.
<br />969 - B
<br />931930
<br />BY
<br />SP 6 HB
<br />0� ' 27 MP 9>'0
<br />\.\ 3� CONC, PAD
<br />AND PUMP
<br />>�ii
<br />a /
<br />S 972 75' SETBACK \ �o `0 -•- : _
<br />DATE /
<br />�-
<br />971,32 FROM ❑,H,W. o m 9 S jg: =_''--
<br />ISo1972. 62.43'
<br />�yA 9aS E
<br />�SCvK
<br />15.82' % ro
<br />o O w 15" ASH
<br />9� 94S FOUND 152'4$•
<br />100L5D'CM)
<br />z -
<br />FIRE iz IRON PIPE-
<br />MAINTENANCE GARAGE i
<br />FOOTPRINT AREA=
<br />PIT
<br />MP:
<br />�� av 9" ro 2,157 SQ. fT.
<br />�i2
<br />15.80' w 62.70' 9 2.34 °
<br />ti
<br />6" • HB M g 9S0
<br />60
<br />FOUND MINNESOTA DOT
<br />S� 6
<br />q OGA 10" RC 2" RP
<br />ELEV. '972. ❑ 18" SP
<br />61 I
<br />REFERENCE STATION
<br />'DERUS MN053' (1990)
<br />o P :.:...5...,.•.,.......72.... q.,
<br />........... ELEV, 972.55.. • , _
<br />J 9j.... '.','.'.'.'GRAVEL'.'.'.'.2",12"
<br />9
<br />I I SS
<br />ELEV•= 941,501 CNGVD29)
<br />CP
<br />6" -HB q H
<br />ADJACENT GARAGE ". 6g... ...'...:: ".'.'..'.".' . '.....'.'.'.'.','.°.......°.'.'.
<br />75' SETBA K
<br />16',H ° FROM O,H,W: 9599 8 9
<br />i?�
<br />-_ �/' c�. \ 10° , HB :• • , ,', .:: 20" SP 17" RP
<br />I
<br />H 963
<br />/ b1p Fa I R
<br />Li
<br />BRICK I .... 16
<br />. , 7 cP....`. '.'.'.
<br />(NO SCALE)
<br />�. . .
<br />.... .. 1\J\ X972 39
<br />/...
<br />HB m
<br />Y b
<br />- --- -- -- _�_- ---
<br />'.' C3 _
<br />................ ..
<br />.Gj.'.'.'. ".' 10" SP 10' M
<br />7 / RIM 964.05 0¢
<br />-- - / .. ....,... ... ......... ..°.'.:��-.....�L C4C9LL_---
<br />ZONING REQUIREMENTS
<br />�. �,. �,._....._.. .— X97264
<br />..........
<br />p.. :....
<br />........... ... ,.. ...... ...... ..'.'.'......
<br />.%1.%1'........,....,6 ...'.'.'.'.'.'.'.' '.'.'.'.'.'. �/ 7 P 9,,. SP 972.35
<br />X964 �a� !
<br />o
<br />/
<br />_.
<br />.RAVEL'.'.'.'.'.'.'.'.'.` ,', \
<br />ZONED LR -IA -DNF-FAMILY LAKESHORE RESIDENTIAL DISTRICT .•.•.•.• L./ 8" S
<br />Ini........... SP \
<br />SUBJECT TO SHORELANb OVERLAY DISTRICT '•"•°•'+ � • • • • • •
<br />96537 965.10 J ~ 1.960
<br />•
<br />!
<br />SUBJECT TO FLOODPLAIN MANAGEMENT
<br />966 ^�,''',,' SP \ 9� il° SP
<br />12" MP 0` SRP
<br />MINIMUM LOT AREA - 2 ACRES
<br />4 to \
<br />9�
<br />��?' 6
<br />I
<br />4" HE 4 BE 1 I
<br />MINIMUM LOT WIDTH - 200 FEET
<br />O •' 7" SP \
<br />2 e� \
<br />••• ^
<br />x965.79
<br />96 4 -
<br />MAXIMUM LOT COVERAGE - 15% BY STRUCTURES
<br />w
<br />ie 12" SP SP \
<br />dd Id
<br />96 969
<br />MAXIMUM HARDCOVER - 25% C75 FEET TO 250 FEET FROM
<br />ORDINARY HIGH WATER LEVEL)
<br />7" SP
<br />/ 250' SETBACK \ /
<br />96`� / T �,
<br />FRO O.H.W. Lo
<br />-
<br />22" HE ` - TENNIS I HB J
<br />\v/ COURT 1
<br />BUILDING
<br />us,
<br />- 30% (250 FEET TO 500 FEET FROM
<br />8 S e �
<br />j
<br />ORDINARY HIGH WATER LEVEL)
<br />\ /
<br />o° SP \/ ago w�2�'e ~
<br />CHAI
<br />WALK 96 57 TENNIS cu LINK
<br />COURT I 1 Z€
<br />MAXIMUM HEIGHT - 2,5 STORIES OR 30 FEET
<br />/ • _
<br />12„ SP ` %'3 0
<br />`
<br />o
<br />\ (IDT o IF 1 }
<br />BUILDING SETBACKS,
<br />3 .' a
<br />S �� % 10" SP 3"110 ¢
<br />Q a1. a
<br />OVERMAN 965 I 2" E F- ¢
<br />15 96610 i I o z
<br />PUND OVERFLOW 68.74 .� Z, o
<br />01 m a
<br />FRONT - 50 FEET
<br />`�
<br />1" SP 10"• 14" S \
<br />IM lsa 95 66
<br />12" WP 1 9 Y lu, a
<br />SIDE - 30 FEET
<br />REAR - 50 FEET
<br />\
<br />-�19 , 70 X o EASTI LINE C3 W? N Y
<br />69 OF LhT 4 Li i c�
<br />ORDINARY HIGH WATER LEVEL - 75 FEET
<br />WESTERLY LINE
<br />8"•AP EASTE LY LINE
<br />12" SP OF LO 3 F LOT 4
<br />% 9
<br />963
<br />� J Q.'� ¢
<br />13" HE x96618 I W 51
<br />970.0 ;,, `,g�.7� I F-1
<br />HE 1p 96 1 684 Z W
<br />CAS PER CITY OF ORONO ZONING CODE)
<br />SP 8 AP 1 /.'
<br />10 AP
<br />i ;(h
<br /># ' _ I 6 / # z
<br />~ W 194
<br />EASTERLY LIN 4",14" MP ��P
<br />OF LOT 2 / 4" A 11" SP
<br />- - _ • - , _ I j a o
<br />8 610 -' -'�7z J L,
<br />5 CA O�
<br />0" •AP '.AP 4' ° A CA 5"• CA ��
<br />6 H P
<br />/
<br />POND 96603 966.06 I / 11" ELM
<br />971.23 621 i
<br />0M
<br />FLOOD ZONE NOTE
<br />9 A ---
<br />10" AP 6" AS 8' H
<br />6� 6"
<br />/1
<br />WATER E�EVr 971.34
<br />972 970,7 F O.H.W. 968 20"i HE
<br />9�A �� WALL I 96g 12" ELM
<br />SUBJECT PROPERTY LIES MOSTLY WITHIN FLOOD ZONE 'X'
<br />AREAS OUTSIDE THE 0,2% ANNUAL CHANCE FLOODPLAIN,
<br />0"•A 101•AP 7" SH 8" AS 8
<br />M
<br />A MINIMAL PORTION LIES WITHIN FLOOD ZONE 'A' AND 'AE'
<br />LIMITS OF UPDATED I 9D
<br />ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
<br />AGENCY FLOOD INSURANCE RATE MAP NO, 27053CO304E
<br />/ 7" ASH 7" H7t'AS
<br />I WESTERLY LINE 970
<br />POND INLET TOPOGRAPHY
<br />3' PVC I ELM
<br />AUGUST 2013 I 971 J 14j ELM
<br />EFFECTIVE DATE OF SEPTEMBER 2ND, 2004, THE AREAS
<br />OF LOT 3 �b / 24"
<br />SP INV 969.32 B DERS 97245 X97247 I 1
<br />WITHIN FLOOD ZONE 'A' AND 'AE' ARE THOSE BEING
<br />X66
<br />h I t
<br />BELOW ELEVATION 931. SAID 931 CONTOUR IS SHOWN
<br />HEREON IN RED.
<br />28" P obi
<br />20" W 6$ 24" 20" P P 20" WP 27" P
<br />9 / 969
<br />ti ��2 SOUTH LINE 9 971.66 9
<br />~i , 7 '^\ \ I I5"x12" HE
<br />vC
<br />2 WP 4" n
<br />18" B r20" SP
<br />27" W 18 P 25 WP
<br />14" 970 9�n'
<br />5" ASH I #
<br />/ 18" HB 30" A H I 973---- !
<br />8 HE
<br />971 9" WP
<br />26" WP
<br />I
<br />1
<br />- .. .. ®.. ®., S X53 .3' FM
<br />LEGAL DESCRIPTI❑N
<br />FOUND 1/2' I 30 WP 972 2"
<br />( IRON PIPE lo" O
<br />17 SP 15",10" HB IFT-973.4 1 h> I
<br />-.
<br />9731117 01 1
<br />CERTIFICATE OF TITLE N0, 795619
<br />I Io 15 WP
<br />S13.58'51'E 0,82 i W . o0 81• MP W 1 RC 1 RC 1 S r FT T'..� BRICK 1
<br />I ! o" Rc 17 w x'973 1 W z WALLS
<br />0" R 9 R %
<br />Lots 1 3 4 5 Block 1 and
<br />I 2 9 R W N, 5 W
<br />11"
<br />y 811" RC `Oo l �0 5 W 2" RC
<br />973.60
<br />h 97 13° LC i 10", f{ MB
<br />•O
<br />Outtots A, B and C,
<br />1 " R 4
<br />N N 0" RC o; 20" WP g 1 1 I
<br />a6 WP
<br />I N16",1 o c R 7, - G 2" IR I
<br />Millston
<br />to RC�'�
<br />IRON PIPE' HB 97 12" OAK
<br />Subject to drainage and utility easements
<br />i Nom' R 1 W W Po 15" W 4",RC
<br />S25 6'29'E 0 4"°4�' !
<br />as shown on plat; (As to Lots 1, 3, 4
<br />P
<br />!z
<br />N4" RC 7„ WP 2„ C 14",10" C d`L l T
<br />I
<br />o^
<br />h !
<br />and 5, Block ll
<br />Subject t0 a reservation as shown In
<br />Deed Doc. No, 1449512; (As to Lot 1,
<br />74
<br />Q 5 �Q97,;1
<br />i 2 R 6" C �1,., RC _ 1 SP 'y ,r` 9
<br />FOUND 1/2' J R 12", 1" R 4" W RC • ' _.z ,6 1 I
<br />n� IMITS OF UPD TED
<br />IRON PIPE 30" WP RC .3� 976.73
<br />I � R 353 OPOGR PHY ,
<br />S9.41'37'E 0,78' \ o° R I Rc o UGUSr
<br />12 1 R 9„ C �
<br />Block 1, ❑Utlot A
<br />SOUTH LINE 2 5
<br />m
<br />:1974:33 1X97¢.
<br />and an undivided OF LOT 2 \ 2 RC i1" RC 11 R „ Rc
<br />1/2 Interest in and to Outlot C) FOUND 1/2' I .
<br />o i 10 RC 6 D
<br />IRON PIPE I 89 56 24 � E 12 .0 R)`- RC
<br />o� 4 �`� a 0 ^
<br />- X I NY
<br />z '- 2,59 2,52 v
<br />18" LC .,
<br />Subject t0 the interest of the Town c$�0.39'01'E
<br />Orono for the benefit of the public in
<br />and to the West 199 feet of Street or
<br />0. 8' 89.53'33' (R) D 29" P �`���•� 20.0 9 RC 14" C 7" R MU DRr4i
<br />(� 9S6 �s� �o ; a c i " Rc c Rc Ca1TI1KJES
<br />7 0",
<br />-m-- �= o
<br />-- - - 9 _ _ o
<br />-'- 7 ' e n FFq GE 0\
<br />4 j w 974,0 �x. g' ''s em �
<br />973:61 f, ! GARAGE
<br />19,15 > 9,69 4" W �m (�Ex „ 1 � 2
<br />S" GINKGO bm tui o I 1 L a
<br />�'
<br />Road lying North of Lot 10,
<br />\
<br />s9 16" S \ �, ,,
<br />n b d DRIVEWAY II
<br />�
<br />Rearrangement of Orono Point as
<br />platted November 5th, 1903 and filed
<br />!1 ,
<br />8 56 4 E 10. -'
<br />1 9S N TH NE \ g6S
<br />S I'
<br />el` ❑T 13" CA 96 =.
<br />�os2o,47,. �, ,{ m m• w
<br />m 973,01 pPp,79 m q GARAGE 290 974.55 8817 I
<br />9• 0 1 97� 35 �i
<br />N 9 FLOOR a
<br />1FIRST
<br />for record in the office of the Register0.02
<br />sP
<br />F❑ D 1 2' 2" • CA
<br />County, Minnesota I'
<br />72'60 a, FLOOR�� 974.43 97478 ! ,p
<br />7 1404 974.45 9745 974 38 1 • o
<br />ELEV= 975.30 i c Sal
<br />of Deeds of Hennepin
<br />on November 20, 1903 in Book 12 of
<br />a €E, ss RO PIPE\ CA 12'• CA 964 g'�'
<br />p 12'• 4
<br />W 9.1 '54' 0,80'
<br />L -m= _ �-
<br />� 28.40 u�i 27,62 14352 q 975J2(�
<br />THRESHOLD MP
<br />Plats, page 512; (As to all of above
<br />P g
<br />Land except Lots 1 and 3, Block 1,
<br />r H (/1 3 " MP
<br />1- 13" S
<br />W \ 12'° C 17"• CA
<br />2 " N
<br />� a m E%. GARAGE g U
<br />_ ELEV= 973.79 1100 MILLSTDN ROAD TG BE o Z
<br />cx N REMOVED�181 J O
<br />¢ 32.75 BAY BUILDING FOOTPRINT I I U lY - • • -
<br />IQJ 2" C 9
<br />¢ 1 4" WP \ r% Q
<br />g ;�,; WINDOW AREA= 6,202 SQ. FT, 25.28 974.50 2765 97 31¢ CD
<br />❑utlot A and an undivided 1/2 Interest
<br />In and to Outlot C)
<br />0- o 9 9
<br />ASH
<br />Q' j 32' w r �'
<br />d i ! X 0, 12" • CA I i
<br />CA
<br />m z 11" P \ I !
<br />•
<br />�.+ i .;97 .99 lW43:12 °\ O
<br />'_. -- `' 32.22 i Iti ,.
<br />a 13,27 � l 974.98 '� h 0
<br />7", cu u, Iz
<br />72,3 < 75.14 974 IQ
<br />N�
<br />W n 3 1 \ Q I!
<br />7
<br />�
<br />973:17 a ";-. 4.55 2Q15 % 8"1 HB
<br />� �73:ifs` 973 i
<br />LOT AREA SUMMARY
<br />I'_ 00 1 "• CA 11 •CA 6" A I � �
<br />Q .,0i d ss 2 WIP ! 6 '
<br />20"' ASH DECK,,,. 975.15 I 17" H THE
<br />3�-
<br />LOT 1, BLOCK 1, MILLSTDN
<br />=94,043 SQ. FT OR 2.1589 ACRES
<br />J ft w ! ' I
<br />0- Fa 3 8" R 2 " wP \ s
<br />Z a o 1
<br />1 7" SP \(r� 6
<br />I
<br />' BRI K 973 8"
<br />9 CB ALL a2T2 6" HE
<br />15" !HB
<br />r RIM 967,4 r W
<br />INV 967,48 I 73,2
<br />! 27" P \iA !
<br />I!
<br />33.49 4" Y,
<br />HB1 SJ POOL Ic
<br />LOT 3, BLOCK 1, NICEST❑N
<br />(AREA OF LOT TO SURVEY LINE)
<br />=90,495 SQ, FT, OR 2.0775 ACRES
<br />I 9 \� 19" P
<br />s s
<br />! O S 29" WP I 8" RP
<br />! 1 \� !
<br />i \ I !•
<br />\ I
<br />/ .,� m N it �Z J
<br />�' ,. o, • HE
<br />HOUSE ii
<br />s IN -C tNID - 1=�, FLOOR= a i IX ` rn
<br />P. s� . 1 ' 973.90 „ ED r N
<br />0 ! 1"•LD i 2068 �0'6� i8 HE l7: ¢
<br />LEGEND
<br />(AREA FROM SURVEY LINE TO D,H,WJ
<br />=1,090 SQ. FT OR 0,0250 ACRES
<br />s s
<br />R9 955.32 956.6 \ 20" I
<br />2azT ARAGE FLO
<br />! I
<br />8" RP
<br />g61 96 1 { r' " i2,ls,1r s.a4 1�I B ¢ Z
<br />& _ T v 7 -111 'D � 1 � -936-
<br />a
<br />'
<br />EXISTING CONTOUR LINE
<br />(TOTAL AREA ❑F LOT 3)
<br />s 21 SP
<br />! A ELEV, 957,05
<br />SWAY
<br />-- -
<br />73 9 2,72 I 2'• H ' '" a
<br />97P„C3
<br />9972,53
<br />=91,585 SQ, FT ❑R 2,1025 ACRES
<br />LOT 4, BLOCK 1, MILLST❑N
<br />° D N
<br />! n, BITUMINOUS DR I
<br />7„ BR 19„ AS
<br />i sg� 9" R
<br />! , , x937.33
<br />s6 i
<br />972 1
<br />6 L 9`x,66 ,:.,. 151,1 " H 14 PW °a
<br />9"• LC I MH O
<br />14" SP f INYL W w
<br />EXISTING SPOT ELEVATION
<br />MANHOLE
<br />(AREA OF LOT TO SURVEY LINE)
<br />z 227 I
<br />s o"•C F- < 13" BR
<br />o H wF B 19
<br />9 C3 tj
<br />6S KEYSTONE 97 ENCS go '~a TR CI
<br />RETAININ pa -y
<br />F-
<br />TELEPHONE RISER
<br />=101,583 SQ, FT, OR 2,3320 ACRES
<br />CARER FROM SURVEY LINE TO O,H,W,)
<br />; m s a� 2 sP
<br />d g6 Zy B 71 R s
<br />z- S 6g
<br />WALL 972,45 970.47 I _
<br />25" ASH 97� Cd CTV©
<br />972 W FW
<br />CABLE TV RISER
<br />=2,113 SQ. FT OR 0,0485 ACRES
<br />(TOTAL AREA OF LOT 4)
<br />9F a '' ve I 2„ W
<br />[' v: S w Z o.Tu v 0" BR
<br />ww1.�Z. sgg - a on v 9s�
<br />12"• B
<br />! 1 F -Li 3 ET
<br />! 1 0304
<br />ELECTRIC TRANSFORMER
<br />=103,696 SQ. FT OR 2.3805 ACRES
<br />Li
<br />a �,Q _ o w TH SHOED 111 BR
<br />2.35 2 AS -10
<br />1 i EM
<br />ELECTRIC METER
<br />LOT 5, BLOCK 1, MILLST❑N
<br />I Si 9 J ,. EV 958.46 0" SPI 2 " WP
<br />¢ cl v� 26.56' 3" I
<br />aa� EL V. 49, 6 95655
<br />971 !
<br />1 1 j GM
<br />2" HE
<br />GAS METER
<br />=246, 051 SQ, FT, OR 5,6486 ACRES
<br />- - . 2 A 9 ' 1961
<br />1
<br />1 6 C
<br />AIR CONDITIONER
<br />A g56 12" SP
<br />_ 970 EAST LIN
<br />3-�4 1 " HB !
<br />N I 2 WP
<br />960
<br />6" BR - OF LOT SF
<br />0- 969 I MBO
<br />MAIL BOX
<br />❑UTC❑T A, MILLSTDN
<br />e P I 18"
<br />ID i 1 !
<br />(AREA OF LOT TO ❑,H,W,)
<br />13" S I I 9 gS 9
<br />968 27" ASH 14° HB 1 p - UE -
<br />UNDERGROUND ELECTRIC
<br />=2,497 SQ. FT, OR 0.0573 ACRES
<br />i ss ` _
<br />�2" o - P� s 2 " WP ^
<br />is" BR 967 1 •, i
<br />HE I - UT -
<br />UNDERGROUND TELEPHONE
<br />10" SP I„ w9S8
<br />965
<br />❑UTC❑T B, MILLST❑N
<br />CARER OF LOT T❑ ❑,H,W,)14"
<br />W M
<br />1 P' eAsy Sr I N
<br />13',10"B
<br />964 G -
<br />UNDERGROUND GAS
<br />= 950 SQ, FT, OR 0,0218 ACRES
<br />S" SP w
<br />In
<br />963 p HB i - ST -
<br />STORM SEWER
<br />❑UTLOT C MILLST❑N
<br />'
<br />o
<br />P) I 1 SP ( O c
<br />1 9S I M a I O M
<br />Z
<br />g 62 LIMITS OF U I I
<br />RAPHY OH -
<br />6S
<br />OVERHEAD UTILITY LINES
<br />=36,556 SQ. FT, OR 0,8392 ACRES
<br />1 11" SP Ino s�
<br />6" I'
<br />C)
<br />12"E S
<br />AUGUST 1 �10, ASH 1 !
<br />!
<br />Y HB I CB ®
<br />.,
<br />\
<br />CATCH BASIN
<br />TOTAL AREA OF SUBJECT PROPERTY
<br />11" SP I
<br />9s 81 H� 1 LP CD
<br />LIGHT POLE
<br />CLOTS 1, 3, 4 & 5, ❑UTLOTS A, B, C>
<br />„'6" T. 9s ��
<br />E i 10` P ! a`
<br />w 3" s
<br />- ! PP {
<br />POWERPOLE
<br />=575,378 SQ, FT, OR 13,2089 ACRES
<br />I \p 2" s sP
<br />M
<br />1 12`
<br />9
<br />^ 9' H 10" 12" SP i SP
<br />I
<br />63. I
<br />DENOTES DIMENSION
<br />'113 9S M10 SP
<br />6" M 1 O
<br />I € (M)
<br />962 ! 10"•HB 1 !
<br />MEASURED DURING THE
<br />COURSE OF THIS SURVEY
<br />CR 13" S I c:> 7" S 14" S
<br />O 9So O
<br />1 !
<br />I y
<br />DENOTES RECORD
<br />9 S 10" P
<br />00 s� 4 AS 9 I 8"
<br />1 r9 7" S
<br />9611 I (R)
<br />1 s
<br />DIMENSION AS PER PLAT
<br />OR LEGAL DESCRIPTION
<br />tD I�
<br />H 1 AS 8 SP SP - X95616
<br />N,\Projects\09033R1\DSC-0028,JPG
<br />W 2' S 8" SP X956.62
<br />, 16 HE d' 16 ( a SP 11 SP 15" SP
<br />w
<br />17" ASH 1H60-
<br />I 18, B •
<br />1 !
<br />DENOTES SET SURVEY
<br />MONUMENT MARKED
<br />'KEMPER 18407 ,
<br />S 9
<br />u, I
<br />59 i
<br />a 8', T 3 A 1 H
<br />j 1 -931-
<br />100 -YEAR FLOOD LINE
<br />1 A H
<br />•o S� I 11' SP
<br />M p xs E T LIN 12"
<br />I j
<br />CAS PER F,E,M,AJ
<br />PDOL HOUSE AT 1100 MILLSTDN RD.
<br />O o 9 6" P X95669
<br />o L T 1 I g" S 2" RC
<br />o z g I i 2° SP
<br />; !
<br />s7 €
<br />Z W T L NE 2 WP I 4" WP X956.29
<br />OF OT I 1 ",15", 4" I D
<br />{ -
<br />0 I
<br />ID 48"
<br />9
<br />I
<br />ELM i�56
<br />!
<br />y AD NC OAC O T D
<br />9� ❑ DE GN A ED R H ❑ - Y WES LINE
<br />OF 5 X95627
<br />I D TA E t9, F T ( 9 `LD
<br />1958 1 s
<br />I s
<br />_ 9 ! TREE
<br />ABBREVIATIONS
<br />4" s
<br />SR
<br />154.''
<br />!
<br />5 9s • X 956.62
<br />L `fl 27" OAK
<br />1953 1 i HB
<br />S2w\ 2'- ! SP
<br />2'• HE
<br />- HACKBERRY
<br />- SPRUCE
<br />-_ - __ —. _ - -_._
<br />I
<br />- - .-. �. 9Ap �.- - - \ \ � X956.73—e
<br />i
<br />RC
<br />�0�.•1�-�
<br />g !
<br />- RED CEDAR
<br />Ni\Pro,Jects\09033R1\P5180072.JPG
<br />! 13 MP �9_ �
<br />26
<br />s 4 S = ° 0'00'(R)
<br />- - - -- -----_ .__ -_ _
<br />/ \9I SCP
<br />94, 1 j WP
<br />- SCOTCH PINE
<br />- WHITE PINE
<br />PIP Q OAK 10 '
<br />X931.63 `� = 1 ..63'(R
<br />f 18' CMP 0" P
<br />1�- I
<br />RC 9411 21.13 RP
<br />I Y
<br />946 Q LD
<br />1
<br />- RED PINE
<br />- LINDEN
<br />TENNIS COURTS AT 1100 MILLSTDN RD,
<br />! INV 929,67 9 9 13"
<br />i ul �1' 21" AK
<br />17° _� I ! J
<br />10" RP I
<br />MAPLE
<br />12",12"
<br />1 N TE, OU ❑T IS BJECT A IV T
<br />! x931.47 X931.58 RAD Y SEM T A A PUBL R D \
<br />945 12" j MP
<br />i t Li w
<br />944 1 HBE 1 j Z W CA
<br />-
<br />- CRAB APPLE
<br />! A U LIT EAS ENT F THE NE >
<br />��1�HR . ! ¢ BT
<br />i OF LOT 1, 2 3, 4 5, BL 1, LS \.� O 943--T- ! Ii. -
<br />14i" t
<br />- BUCKTHORN
<br />ORIGINAL TOPOGRAPHY SURVEY BY
<br />i AS PER SOL TION 1053 ( CUM T 2 ",
<br />I NU ER 1 589 A RES ION PRO UN
<br />Hb
<br />0" 9"1 LD
<br />s o� BR
<br />1 Z a
<br />- BIRCH
<br />KEMPER & ASSOCIATES, INC, PERFORMED
<br />! ' ` p
<br />THE LAT MILL ON, 0 K
<br />ti
<br />a" wP 942--1—' i C3 tea°
<br />I I4" ASH
<br />IN JUNE 2009, THIS SURVEY UPDATES
<br />IMPROVEMENTS INCLUDING NEW POOL,
<br />POOL HOUSE AND PATIOS SOUTH OF
<br />! 56' 62
<br />I X93155 X 931.7
<br />! o y o" Rc
<br />i �= 0 00 ) Y
<br />5" WP E Y cvw BX
<br />1 1 '(•) (4 1 Z
<br />I 1L) N¢
<br />41 W i rr CT
<br />9 1 J
<br />� � a
<br />- BOXELDER
<br />- COFFEE TREE
<br />MAIN HOUSE, AND NEW PAVERS NORTH
<br />.•- � �
<br />i 1 0.0 (R)r
<br />OAK l4" 4'' HB • q�
<br />eD -r"'�-
<br />scP AR �R 940 I 1 I € oE WL
<br />- WILLOW
<br />OF MAIN HOUSE, THE MAIN DRIVEWAY
<br />FROM THE ENTRANCE AT SH❑RELINE
<br />i x93170 \
<br />15" c L= 20 44 R)
<br />! \ \
<br />3" SCP E 1 1 !`rW *W
<br />a Zo AP
<br />CEDARS I 1- w A 3
<br />SP 1 " HB CI
<br />- APPLE TREE
<br />DRIVE TO JUST WEST OF THE MAIN
<br />\ \ \ �ouNn
<br />_ 39 1 J t3 BE
<br />- BUCKEYE
<br />HOUSE WAS NOT RE -MEASURED FOR
<br />THIS UPDATE
<br />�'-�
<br />_ 4 S56.09'27 69'
<br />As 1 1
<br />1 ! MB
<br />\ CEDARS
<br />- RUSSIAN MULBERRY
<br />�
<br />8
<br />9 3 �
<br />12" SP 132, SOU T LI E 18" C
<br />FO D 1/2' ❑FLT 10" EL a o i r \
<br />10" SP 42"• W ELM
<br />6,,. HE
<br />8 0 1 ) P 12" + LC
<br />14" \RC_ f
<br />937 11",91 HE !
<br />` R= 75.00'(R
<br />- LOCUST
<br />ND 1/2'
<br />FOUND 1/2' N PIPE �= 4'54' 1 HB = 5,00'(R)
<br />IRON PIPE S 8T W (R) \12"• MP 933 - . -�- / -
<br />r S34.1 ' w. - _ --- L= 23 70'CR) __ \ / (R) IRON
<br />-® ' I 12" H 18" HB
<br />o _ _ _
<br />S46'06'1TE 0:60' S 87 44 24 _-� _q _ .e_ ����� �� - __ 39 918 CR) 039 = 50,04 CRR
<br />73,87'CR) 6' MP--�,:;�.n ===
<br />�P 934 _.W �- ��-_ 938 .
<br />935 "----
<br />kK)
<br />% S35'29'42'E 1' 5" SP
<br />PIP E OJ4' OFF LOTOUND 1/21 E 01 I 2" HE
<br />/ HE
<br />__ 6 S " 1
<br />, pv�- - S57 'E = 6 SP HE
<br />_�� 3 11 r
<br />3 - 95 13
<br />CH--
<br />..:•.;'.-. R= 16 02 CR - _ _ _...
<br />-
<br />`1 -- g35 _�� 8" S 31,7 6" WALNUT
<br />�'
<br />r=-a%65(N- ~�, - L-
<br />.. ... ....
<br />., ..
<br />9 u .. _
<br />L ..
<br />:.
<br />NM ••
<br />• MI. :.. •...... " `. 28,39 CR) gVF13
<br />,, :, .. • ..:`. .. .. ' .. ..
<br />R,,_ 165,
<br />Qt _ 1
<br />1'38'06' ���.. 12 BUCKTHORNS 1.
<br />(R) HORN$( 12" CA
<br />�►..
<br />.. .. �� 17lc ELM 15" HE
<br />SIO 12 1
<br />9'31' CA
<br />., .... ..
<br />...'.: ?n O O .. .. .; I • . ...
<br />36� :. , ,:
<br />�
<br />..:
<br />�. N / .�
<br />.FOUND 1/2''•. _
<br />e: IRON PIPE •:' .'.'. O ;: :..• ) ., •.., , ' :.. • :.' :' . ". .` .
<br />..)
<br />R
<br />N22.30'15'E 1.95' z 1 .,, . .......; IRO. , J,�^-•„ ------ _1604,02'(R
<br />;.,: 80e !_UE --- - _ I FOUND 1/2'
<br />9'3 r J
<br />------
<br />29• - I IRON PIPE
<br />PREPARED FORT -------934
<br />93 ..
<br />935 9" ASH " _.. -- 934 " " _ .,... - •- . ; •�
<br />O
<br />.
<br />r •• �3S rB I 3
<br />11 "' --
<br />°BT ::. •.
<br />R❑DNEY BURWELL _-----934
<br />1100 MILLSTDN ROAD
<br />N M
<br />ORONO, MINNESOTA 55391
<br />_
<br />9" ASH H
<br />10" AS 14" ASH
<br />h. ..5 1$00[q
<br />7 59' w t'`. ". '.. 1
<br />, `36 \� (Y) w ..
<br />12" ASH
<br />935--"` •' FOUN 1/2'':
<br />c/o KEVIN KEENAN, LANDSCAPE ARCHITECT
<br />10" ASH 15" ELM 14" ELM 12" ASH "ASH
<br />(>7
<br />= e - -(�_'' M cu
<br />IRONIPE
<br />KEENAN & SVEIVEN LANDSCAPE ARCHITECTURE
<br />41
<br />t8,4' 4",13" LD 12",9" LD 2" ASH 12" LD
<br />iFOELnE AS !EA>ilNlEn
<br />_ _-_ 9 pl+( �ItO , ,.. "'
<br />' •: 'ii'0TE 0,35' O�\D
<br />15119 ONKA, MIA BOULEVARD
<br />MINNETDNKA, MINNESOTA 55345
<br />ORDINARY HIGH WATER ELEV: 10" MP
<br />CO.H:W> 929.4 FEET (NGVD29) a NAY ft 8009
<br />❑ U T L ❑ T
<br />�R)
<br />12" 8" ASH
<br />c
<br />10" ELM9"
<br />PHONE.952-475-1229
<br />FAXi 952-475-1667
<br />CELLS 952-328-2560
<br />ELM
<br />14" ASH 933
<br />I,A MINNETONKA(SMITH BAY 31
<br />12" ASH
<br />LAKE WATER LEVEL DATA AS PER HINKSOTA DNR LAKEFIIOM WEBSITES 12",12",8" ELM e4" ASH
<br />ORDINARY HIGH WATER ELEV: 13",13",12" ASH
<br />CERTIFICATEOFSURVEY
<br />HIGHEST RECORDED 930.52FEET (09/07/1
<br />LOWEST RECIMBEDI' 921.78 FEET (12/16/1937)
<br />LAST MODS 9288 FEET (05/07/2009)
<br />(O,H,W) 929,4 FEET (NGVD29) 12" ASh t10,3'
<br />12" MP
<br />❑ A T L❑ T
<br />O VIMY HIGH WATER ELEVATM 929.4 FEET
<br />09033 (09033R1.DWG)
<br />ELEVATM DATM NGVD 1929
<br />KEMPER & ASSOCIATES, Ii
<br />RECEIVE[
<br />�0113-
<br />b 0_� OCT 2 9 2013
<br />CITY OF ORONO
<br />
|