|
FOUND 1/2"
<br />L=16.70
<br />� p ASSOCIATES
<br />KEMPER VCS
<br />MINNEAPOLIS GAS COMPANY EASEMENT
<br />OVER LOT 11 (BOHNS POINT ROAD)
<br />IRON PIPE
<br />20' UNDER ROUND UTILITY �� �' V.=955.40 R=12.00
<br />721 OLD HIGHWAY 8 N.W.
<br />EASEMENT (DOC. NOS.
<br />854762 & 862120) �b' •ti ,cy� 9 .24
<br />O. O 954 --
<br />/i ^ .0 4� `'� �`
<br />D=79'44'08"
<br />C=15.38
<br />THE HONOUf
<br />RESIDENCE
<br />NEW BRIGHTON,6516311N0350TA 55112
<br />FOUND _ 00
<br />PK NAIL poi 14j-117-2 pANKEY 4 vQ'//�� VL
<br />A? "
<br />C.BRG.=S 22'19'53"
<br />0 15 30
<br />FAX 651-631-8805
<br />ELEV.=951.51 �1
<br />-
<br />PID ER:pLDY
<br />7
<br />_ _ _ _ _
<br />951.57 952: \
<br />6.2.15 �/ SSMH' .��QQ
<br />4
<br />1 INCH EQUALS 30 FEET
<br />6"&12" ELM .' ;" SEWER ITARY R R,
<br />137& RIM 9 931'
<br />i �O ?
<br />/ B S2
<br />1'720 & 1"725 BOCHNS POINT
<br />ROAD
<br />8" ELM \ 95'O5'G. ^0
<br />C
<br />6.50FC� �% 3b+, O
<br />2 -7
<br />BASIS
<br />HENNEPIN COUNTY
<br />WEST HALF OF SEC. 16 EAST HALF OF SEC. 17
<br />/
<br />O �' _P__ :
<br />15" ELM
<br />8c SS IN OF,; _ :.,
<br />C�5 .�6, „� // ' �U.: "
<br />h
<br />`.::.: : [ S �:9 q
<br />COORDINATE SYSTEM
<br />T117N, R23W
<br />�A �
<br />^' 12" HACKBERRY 953.16
<br />C• -COM ENC T
<br />\ e / �� g 57
<br />S 7g 15
<br />; S "STATUE V
<br />��?6 9• S 59 �q�F
<br />(OocO 957. 02 958. cgpgcT�l pFs
<br />CITY OF ORONO, HENNEPIN
<br />O
<br />COUNT
<br />MINNESOTA (VEA REAL TIME GPS
<br />16" SPRUCE 3.61
<br />�/
<br />Jr8» 957 .19 ` [ �23 0002
<br />cam$/�' E t NgSF' J 2 FF 00 /O 0T 2 23-22- ROSS
<br />_
<br />[ooR `PID
<br />HENNEPINICO COUNTY
<br />MONUMENTS UTILIZING
<br />•
<br />S
<br />5 RIM
<br />1" �� !� 1
<br />MAIN �P V' �y z,
<br />sF'Nl.' °� -
<br />� FFAF
<br />629 ': "yam.'.. `V \ F[Fi.gs
<br />5:117 Q� &ANGELA
<br />is 0`NNER S C
<br />MINNESOTA DE P AR TME NT
<br />OF TRANSPORTATION
<br />,. s '
<br />F Lam'
<br />56
<br />,�
<br />�O p
<br />J�OF
<br />0
<br />lq
<br />(SEE LEGAL DESCRIPTIONS
<br />BELOW)
<br />VRS NETWORK)
<br />1 D
<br />•�� I A Ek4 N 955.07
<br />EDG OF Sp�F. '^J y gyp' OLIN 1"
<br />956.+/ / BI MINOU
<br />'
<br />/6.37
<br />958.1
<br />SB
<br />BASIS FOR ELEVATION:
<br />$r ''.�' }
<br />7
<br />M+� 14" SPRUCE �'o _ 5
<br />� i- 958.1
<br />�. Gj ELE .-
<br />�� O ( 1 f ' 59.78
<br />,�Iiyj _(D�'vF � \..
<br />79 p
<br />960 D[/ c . ' .
<br />,
<br />958.59 DIVIDING LINE
<br />NAVD 88
<br />VIA REAL TIME GPS
<br />957.65 8.02 FOUN 2"
<br />O M [/S
<br />' Dip l N cqs
<br />BETWEEN
<br />LOTS 2 & 3 �-� -
<br />MEASUREMENTS UTILIZING
<br />LI
<br />F s
<br />T
<br />/ w
<br />�n o
<br />\ 14" ELM rn co
<br />• "
<br />IR PIPE 8" CRAB
<br />V.=
<br />O
<br />�F C
<br />.961 hqy �088oMpq '
<br />-959.93
<br />-
<br />`V� - -
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />Y/
<br />T F i
<br />1
<br />.3t
<br />, RUE 957.59 6� 2
<br />g
<br />-
<br />VRS NETWORK)
<br />1t, } +
<br />g5
<br />55 957.74
<br />62
<br />0 95 .80 OLIN 1/2" 9 gg3
<br />I P
<br />A 9.
<br />A 62
<br />0.15 ..�� -
<br />CONTOUR INTERVAL=1 FOOT
<br />' I"* LT
<br />N G 35$
<br />958.92
<br />16" RU
<br />58.86
<br />9 0.13 E 0.
<br />/
<br />4 J
<br />'
<br />P
<br />\ cow 959
<br />g" RA 958.94
<br />T g6A 965 "MAPLE (R
<br />o i
<br />6 1 T G 996
<br />�'
<br />. » V
<br />so.6.. \ 9 �g W
<br />6 1 O
<br />79
<br />• ,
<br />\ o APLE
<br />62 966
<br />MDI G U
<br />28 MAPLE B TWE
<br />j8 .8�j
<br />$•6`J
<br />I
<br />96 3965 I / SEEP 96�
<br />20 M�P LOA 4
<br />P I Mi III/
<br />rk- `" �.
<br />N A
<br />/ AP 961
<br />�/ ERON 68
<br />96k i �5 9
<br />969 GLE IN -
<br />VIDIN UN
<br />` IRON PIPE2"
<br />61.78 ELEV.=960.71 '
<br />r�
<br />y L
<br />�� 961.12
<br />R B 961.26
<br />965
<br />6" B
<br />IF
<br />1p -12
<br />C31
<br />g 28 PLE CK R
<br />N N 89.39'15" W 0.44 I
<br />ci-
<br />6 61.63
<br />2
<br />LEGAL DESCRIPTIONS
<br />-
<br />*
<br />p�g P
<br />C B
<br />/ STUNE OF o • 24"
<br />°
<br />APLE 30 APLE 9S �s� - -
<br />_�. EAST uNE of THE ,
<br />�. WESTERLY
<br />1720 BOHNS POINT ROAD
<br />" s r •
<br />ID g s2 SEC
<br />/ a, T 7N,
<br />oN r7, 9 67
<br />R23W 30" MAPLE
<br />° II
<br />20 FEET
<br />OF LOT 3 FLOOR
<br />PID 16-117-23-22-0004
<br />4
<br />9
<br />9 °
<br />ASTERLY g
<br />9
<br />S9
<br />��' a�
<br />ELEV.= I
<br />.0 ui 949.8
<br />CERTIFICATE OF TITLE NO. 1215993
<br />Lot 3, Auditor's Subdivision No. 349 Hennepin County, Minn, except that part
<br />#
<br />LOT 5
<br />ONW OD
<br />a�
<br />331 I
<br />thereof described as follows: Commencing at the point of intersection of the
<br />•*. #�,,�,� ;'
<br />ti 6y 6" AS
<br />WESTERLY 9�,
<br />E OF
<br />(�
<br />m�I
<br />I
<br />I
<br />Southeasterly line of Lot 11 in said Auditor's Subdivision No. 349 and the
<br />•ie�4s atrriw
<br />1 �v
<br />i /
<br />00 �i�o 963.47 APP
<br />ocO
<br />% LO p06
<br />22-
<br />972.74
<br />I
<br />dividing line between Lots 3 and 4 in said subdivision; thence Southeasterly
<br />along the dividing line between said Lots 3 and 4 a distance 114.85 feet
<br />�J
<br />y •+` see - . •, 4 ,� °°�Gr
<br />"CRAB 3.27 250'
<br />OM OHW� 117 3�
<br />GAZE60
<br />a
<br />4 0 t
<br />of
<br />.I' • +!
<br />Y APPLE
<br />16
<br />P # 4"
<br />I
<br />o�' '
<br />to the angle point in said dividing line, said point being the actual point of
<br />�.y
<br />I
<br />250' FROM OHW -
<br />. ► 3 .52 ADJACENT RESIDENCE #1700
<br />beginning of the tract of land to be described; thence Southerly along the
<br />966-9
<br />e>
<br />o� W
<br />dividing line between said Lots 3 and 4 a distance of 130 feet; thence
<br />VICINITY MAP ;
<br />6" CR B 963.61 0L
<br />ss5
<br />97 1 I
<br />o- . W
<br />P�. „
<br />East deflecting to the left at an angle of 90 degrees, 14 minutes to the
<br />9 9 9
<br />/
<br />NO SCALE p� '�ey
<br />( )
<br />_
<br />APPL 964
<br />°��' `
<br />WE uN of " --.__
<br />II
<br />97 _
<br />I '
<br />z9:. 0>"?
<br />o D� cfl o J
<br />I wwo
<br />'
<br />shore of Lake Minnetonka; thence Northerly along shore of said lake 160
<br />dividingfeet 2 and 3 in
<br />Ithe sbetween
<br />ve° //
<br />j�
<br />t
<br />963.69 SEC N' 13W
<br />ULDER
<br />QD p1D 6_C1A7, '23- NS003 w
<br />:- 31 9
<br />subdivision;othencetWe terlyalong dividing line said Lots 2
<br />EASTERLY 1
<br />LINE OF
<br />LPf?1 963.45
<br />M 6"&9" R, p
<br />DECIDUOU If
<br />-
<br />FO TPRINT AREA -457 SQ. F . ��
<br />964 3 FL R ELEV.=964.6
<br />g63 966
<br />�-
<br />G IOWA PUMP NirD
<br />N� : x960.59 pWNER FOUND 1/
<br />C' �I IRON PIPE ,
<br />I
<br />and 3 to the angle point in IOSt said dividing line; thence continuing
<br />Westerly in a straight line to the actual point of beginning; except the
<br />LOT 6 %
<br />-t " 0� 963.37
<br />I H
<br />rn 9 7.05
<br />S o 2578
<br />HANDLE
<br />g 11 .71
<br />I (RLS 127
<br />,p KEYSTONE -TYPE
<br />�. 4 1_ � SS d'i - 955.46 RETAINING WALL ESV'=9
<br />s ? ' ��195�.29
<br />9� ----
<br />Westerly 20 feet thereof, said 20 feet being measured at right angles to
<br />the dividing line between said Lots 3 and 4, and
<br />/
<br />I
<br />963.6 964.34 GARAGE `° 964.37
<br />LL '
<br />)m
<br />FOU 172" N 8.1 5 o m i9s v � M-"-
<br />/64o An undivided 1 18 interest in and to:
<br />4" PR C
<br />-0 /
<br />963.56
<br />964.73 25.91
<br />p
<br />moo,
<br />FOUND 1/2" q,
<br />964.11 ON PIPE %
<br />=- -= IRON PRE 60 `rm `sem rn `�° °0'95483 °j� 952 9 . 8 m
<br />. _ . ELEV.=9 .88 96 . 7
<br />"::
<br />Lots 10 and 11, Auditor's Subdivision No. 349 Hennepin County, Minn.
<br />71j/
<br />T
<br />�O l 963.46 SCULPTURE
<br />11
<br />964.25 964.52
<br />UPPER
<br />NL 16.47'40" E 0.48
<br />- - 0) ! 4
<br />3
<br />-" �P °' 05- -
<br />44
<br />Le'
<br />90.00' " (M
<br />a -160 a 9576
<br />��- w 5�
<br />I
<br />1725 BOHNS POINT ROAD
<br />/ ��
<br />" SPRUo_ 963.61
<br />-1 963
<br />994.79 �L
<br />96.82
<br />a a, 90 (R
<br />f 63J0 10' SIDE SETBA K rn
<br />SHORELINE
<br />i
<br />h
<br />o
<br />)C ARBOR 963.9
<br />g6k 96418 2811 \ 964.66
<br />�p crcn
<br />�,
<br />y 379 0-
<br />G Tt7-/-77/- 958.16
<br />_ .3,78. 36.03 ,� SURVE
<br />14" HAC RY G mG o N CONC. �4 LINE 1
<br />(04/26/2008)
<br />+
<br />PID 16-117-23-22-0006
<br />CERTIFICATE OF TITLE NO. 1206659
<br />•� `D
<br />962.5
<br />962.59
<br />964.15
<br />°6�
<br />36" M L
<br />963 N GARAGE FLOOR r 43I rn
<br />Par 1: Lots 4 and 5, Auditor's Subdivision No. 349, Hennepin County, Minn.
<br />AD �sf
<br />N
<br />0
<br />6`) ELEV.=959.44
<br />g �
<br />�pSpFiVT �/ N w
<br />10994 '
<br />M N
<br />96 .65 1 30.93 4.97 957.90
<br />�Op�S/oFH Z co
<br />� 96 .03 963.87 0
<br />I 964.24
<br />967
<br />;�-- 0.01 °' STONE 749
<br />�ri 12.65
<br />ORDINARY HIGH WATER
<br />Par 2: An undivided 2/9 interest in and to:
<br />Fl y F 5.10 /
<br />co
<br />W CU ��E
<br />964.83
<br />963.72 6 I
<br />_ _ _
<br />959.53. -_. , - C8. ' RETAINING ^ m s .
<br />: ® (� WALL
<br />LEVEL=929.4
<br />Lots 10 and 11, Auditor's Subdivision No. 349, Hennepin County, Minn.
<br />#i Q
<br />SQ4SS °° / o 0
<br />904 >7 31.
<br />64.86 \ 9rO
<br />ORCH w`° 25.36 0
<br />�n LO
<br />962.43 rn-::..:. :,: _ ° .... _ _:RIM 959.15 ' :: a,
<br />O e INV N.E. 957.85" Q� 33 BA WINDOW J concmi+
<br />:_- ". '
<br />4S 9 rn
<br />/ w
<br />% o a
<br />963.68 29
<br />962.90 M
<br />o ai 3
<br />0 2.01
<br />ro ci sr a
<br />w
<br />963.29 965
<br />960.86 :, . :...._r.
<br />H: " ' 959.26 CANTILEVER �l rn N
<br />Mi :.. - :. 0 z
<br />OUS . -rn. ".- :.. ._" ;:....' ..:.. .. _ . to
<br />` 959.75 o
<br />WATER ELEVATION=
<br />929.4 (04/26/2008)
<br />54.30 °'
<br />,i
<br />433 °'
<br />f
<br />173 4! M 17.26 1 , �i 9.90 0.67 ro
<br />F7R 5 crrn E
<br />ST B4H v !1 cb
<br />� k� EIEy 9&QTR NS n Q4
<br />1_ ct
<br />961.26 �'� �N �-� c�
<br />9gh o
<br />w o
<br />0 c965.t9 g3
<br />962.9 9 ^
<br />2 " WA
<br />BRICK WALLS. ` y d 5 � � r
<br />/' ..:._:.:..;,`.: -.". w ci•t cn
<br />L'Fg ND PILLARS, n f--� cn 0 957.9
<br />qy...- :.•- .. Z d 56.57
<br />9 ,,6:; : ,: _ LANDSCAPE w -
<br />:959.3 959.26 g 36" 4
<br />/
<br />.•'.90
<br />s o ELev.It?ST picaOR M S2 STOt� %ROAD 15 .89, ow 29.02 G
<br />c C%
<br />962.92 FENKE 962
<br />OOL I o
<br />_
<br />A6 10' SIDE t z: 0UX . 0.3 MAP CO CRETE4
<br />ISL:j9,.`y.: Q. r X957.6 4
<br />... ' : .;:,TONE
<br />AREA SUMMARY
<br />"
<br />961 CO BU1LUi��
<br />ES/ pONRY�FR�ME 965.51 9 .38
<br />ENCS
<br />y6
<br />E P. 1
<br />g6 SETBACK ��° :......:,.9.53 ;-
<br />- 0 ,., '." .' . _ = w 6.60
<br />BRICK WALLS =
<br />I
<br />/ M
<br />NG 9 ,0
<br />31. FOO
<br />77 �R 7 N o 96 .
<br />`06 AREq_6
<br />2.97 I m
<br />- - : :-- 0 a STEP
<br />-.AND-PILLARS--:::-•_`':; cnY 5 4
<br />- p 959.67
<br />z 81.8
<br />1720 BOHNS POINT ROAD PROPERTY = ±69,502 SQ. FT. OR 11.60 ACRES
<br />a5g \�\\
<br />S>
<br />962.72
<br />x __,
<br />96 9sn.ar _ _0" CdA _b
<br />PORC o
<br />9S8 L 962.57 f I \ 0
<br />,li
<br />__ 1�7 N e
<br />SQ F7- 65.44 STONE
<br />20. 65.4 965. t
<br />56 RETAINING
<br />20.2 65 963.70 WALL p
<br />v 64.97
<br />992, 960
<br />6" SPRU
<br />_-_\\�
<br />M 959 D
<br />959.51 95 . Z 3
<br />s _� 4.10 60. rn
<br />_ p
<br />S 233 >
<br />9 1 O o - 957.32
<br />WE T UNE ^o " M 0 h�O 1 30
<br />00 54.34 M m ul w TONE
<br />i j
<br />O
<br />I
<br />(TO ORDINARY HIGH WATER LINE)
<br />PORTION WITHIN 75 FEET OF ORDINARY HIGH WATER LINE _
<br />±37,979 SQ. FT.
<br />963.52 eco
<br />9SS 956 0 a 13 24 0 5.6 0 �% 963.56
<br />0 OA
<br />58 LOT �' o FIRST FLOOR �i w ^ RETAINI �
<br />I
<br />952 553
<br />962.43
<br />96 .63 965.5647 963.56 63.55 V
<br />62.,1
<br />d 0 --'i
<br />ELEV.=960.70 0 co WALLS
<br />o - 955.
<br />BOAT HOUSE FOOTPRINT = 73 SQ. FT.
<br />,p
<br />cy,
<br />FOUND 3/4" o
<br />IRON PIPE 9S�
<br />ELEV.=945.23 , '1
<br />g 10
<br />\ g
<br />62
<br />l l
<br />n
<br />963.60
<br />STONE ^ Q
<br />' 63.58 OU
<br />LRE LININ 959. N -GR ND POOL
<br />63.13
<br />0'` OF LOT 4
<br />4
<br />I
<br />95 p
<br />7.41 957.5 fD B z -, o r�
<br />- 0 w rn M 955
<br />�•"Co 1- y FIRST FLOOR o
<br />n- w w ELEV.=951.64 II
<br />956 0 0 w 41,10 r w c 3. 9$5
<br />- w e w
<br />n 15.87 9 ' o �-� 951.69 B6.7
<br />�* 32.72
<br />W
<br />, m
<br />^
<br />REAR CONCRETE PATIO = 230 SQ. FT.
<br />REAR STONE WALLS &STEPS = 268 SQ. FT.
<br />REAR CONCRETE WALL = 65 SQ. FT.
<br />00 FO
<br />PEA
<br />1" CHARA C 7S 961
<br />° gy5
<br />954
<br />954 951.955-51 951.58
<br />BOAT HOUSE CONCRETE WALK = 57 SQ. FT.
<br />LE ON
<br />96
<br />E ATUES _` 959
<br />58.70x
<br />962.01
<br />.30
<br />-/ u 951.62
<br />1g 953 N o,`O MAIN LEVEL SCREEN I 4 953.06
<br />CONC ETE
<br />j��
<br />TOTAL IMPERVIOUS SURFACE AREA = 693 SQ. FT.
<br />(1.8% OF PROPERTY AREA)
<br />12" HACKBERRY
<br />9A E V.=94 0 SUR 95`958
<br />962.34
<br />962
<br />952.63 45 PORCH CANTILEVER 4 PERGOLA 953
<br />0 APL
<br />9 9 9 " MA
<br />¢6 4>
<br />NE 956
<br />STON 959.60
<br />958.86
<br />y.
<br />g52 P00 95144 95,.4 I 951.14 951.36 952.44 y2
<br />951 g
<br />=m I
<br />PORTION BETWEEN 75 FEET & 250 FEET FROM ORDINARY
<br />HIGH WATER LINE = ±30,362 SQ. FT.
<br />- _ co 955
<br />R S@
<br />9S9
<br />50.97
<br />D
<br />94S -
<br />9Ri4
<br />0.45 N %9 ^� 954-
<br />' -�_
<br />6- "
<br />957-
<br />, _
<br />95 3 12" C B W gg1
<br />IN -GROUND P OL �---
<br />r��
<br />rn L/ 1
<br />-c I W
<br />I
<br />HOUSE FOOTPRINT = 4,491 SQ. FT.
<br />LE
<br />0
<br />0 953
<br />956
<br />, �55
<br />APLE c`Oi X - 950
<br />349 ?o
<br />!�
<br />BITUMINOUS DRIVEWAY = 6,082 SQ. FT.
<br />9
<br />N
<br />o0 30" �`
<br />ci VC 953
<br />954
<br />� .___-_-949
<br />949 o' -0
<br />0 !moi
<br />I
<br />BRICK WALLS & PILLARS = 80 SQ. FT.
<br />CONCRETE PADS, STOOPS, STEPS, PATIO &
<br />BOULDERS
<br />K OAK 952
<br />M o 943.3 ° ^ ° 20" HACKBERR
<br />F INV 954.47 g52 VC _
<br />IN
<br />951 51.41 1
<br />91 z 948
<br />g47 5
<br />BER Y 947 950 3 1_�i
<br />l
<br />�.1 j..�
<br />POOLDECK = 2,356 SQ. FT.
<br />POOL = 824 SQ. FT.
<br />_
<br />pF 1
<br />-� 1l�" H CKBERRY
<br />950
<br />3�
<br />-�
<br />O � 95
<br />Hp gTpf 95
<br />_
<br />95 946
<br />EL
<br />x344
<br />�
<br />STONE WALLS - 73 SQ. FT.
<br />_949-__g48
<br />_ 9i45 3 „
<br />0 I
<br />REAR BRICK PATIO = 252 SQ. FT.
<br />SHORELINE 3
<br />(04/26/2008) \�
<br />�` VEY
<br />12" U! 943 9'w 9
<br />- 9
<br />TOTAL IMPERVIOUS SURFACE AREA = 14,158 SQ. FT.
<br />(46.6% OF PROPERTY AREA)
<br />6 g
<br />943
<br />341 0
<br />w SE�ACI�
<br />PORTION BETWEEN 250 FEET & 500 FEET FROM ORDINARY
<br />HIGH WATER LINE = ±1,161 SQ. FT.
<br />\\�
<br />935
<br />27' „
<br />943
<br />M 9AZ
<br />\'�
<br />LEGEND ��
<br />940 9
<br />g42
<br />340 �� S., �p ' ��
<br />M
<br />BITUMINOUS DRIVEWAY = 719 SQ. FT.
<br />-
<br />-�
<br />00
<br />9 9
<br />939 0 0 '
<br />\ /
<br />rte' '
<br />I
<br />TOTAL IMPERVIOUS SURFACE AREA = 719 SQ. FT.
<br />AREA)
<br />-965- EXISTING CONTOUR LINE
<br />��- -
<br />��
<br />35
<br />RET ,�
<br />h g 0
<br />938 0� 9� SOULD
<br />(61.9% OF PROPERTY
<br />X963.29 EXISTING SPOT ELEVATION WATER ELEVATION= ���
<br />929.4 (04/26/2008) '� 1-- �,
<br />-
<br />940
<br />9q1 LL
<br />FOUND 1/2"
<br />I WA
<br />- I 937--� o��o ,
<br />M I
<br />SSMH O SANITARY SEWER MANHOLE
<br />"�- `�
<br />937 IRON PIPE
<br />" SPRUCE
<br />9 53 I
<br />1725 BOHNS POINT ROAD PROPERTY = ±123,387 SQ. FT. OR ±2.83 ACRES
<br />ce ® CATCH BASIN
<br />CO o CLEAN OUT
<br />ORDINARY HIGH WATER
<br />LEVEL=929.4
<br />''� L - --�
<br />'- --- !__
<br />\
<br />\ 935
<br />SOD
<br />936
<br />14" S RUCE
<br />'
<br />(TO ORDINARY HIGH WATER LINE)
<br />D fCK
<br />C` SURVEY
<br />�`,11
<br />75 FEET OF ORDINARY HIGH WATER UNE _
<br />LINE
<br />±297404
<br />ET ELECTRIC TRANSFORMER
<br />SO.
<br />TR TELEPHONE RISER
<br />100 -YEAR FLOOD ELEVATION=931 '
<br />DATUM PER FEMA MAP)
<br />`_ ��
<br />-� -
<br />N 82.48'5 VEY g�
<br />36" OAK
<br />o
<br />WOOD DECK/BOAT HOUSE = 150 SQ. FT.
<br />139 FT.
<br />LP 0 GAS LAMP POST ZONING REQUIREMENTS
<br />ORDINARY HIGH WATER ELEVATION=929.4
<br />(NGVD 29 AS
<br />93
<br />_
<br />LINE 1
<br />j
<br />1
<br />WOOD STEPS = SQ.
<br />EM ❑Q ELECTRIC METER
<br />HIGHEST RECORDED ELEVATION=930.52 (09/07/2002)
<br />100 -YEAR FLOOD ELEVATION=931.5
<br />�� _---
<br />"-
<br />9jl 931.85 OULDER -
<br />TIMBER WALLS &STEPS = 37 SQ. FT.
<br />ZONED LR -16 -ONE-FAMILY LAKESHORE RESIDENTIAL DISTRICT
<br />SUBJECT TO SHORELAND OVERLAY DISTRICT
<br />LOWEST RECORDED ELEVATION=921.78 (12/16/1937)
<br />-�_� W 93
<br />( - _ `'
<br />CITY OF ORONO ZONING CODE -
<br />MINNEHAHA CREEK WATERSHED CRYSTAL BAY ��\� �"
<br />'
<br />TOTAL IMPERVIOUS SURFACE AREA = 326 SQ. FT.
<br />(1.1% OF PROPERTY AREA)
<br />GM © GAS METER SUBJECT TO FLOODPLAIN MANAGEMENT
<br />® AIR CONDITIONER
<br />MINIMUM LOT AREA - 1 ACRE
<br />(NGVD 29 DATUM AS PER MINNESOTA
<br />DEPARTMENT OF NATURAL RESOURCES
<br />"LAKE FINDER" WEBSITE)
<br />DISTRICT)
<br />REGULATORY FLOOD PROTECTION
<br />\
<br />�� �� 933 934 "-'-- ��
<br />\`-
<br />�� �� 93
<br />PORTION BETWEEN 75 FEET & 250 FEET FROM ORDINARY
<br />HIGH WATER LINE = 164,925 SQ. FT.
<br />ELEVATION=932.5 LAKE
<br />MINNETONKA
<br />_� .03
<br />�`
<br />MBD MAIL BOX
<br />MINIMUM LOT WIDTH - 140 FEET
<br />(CITY OF ORONO ZONING CODE)
<br />��
<br />�`
<br />'
<br />HOUSE FOOTPRINT = 6,197 SQ. FT.
<br />-G- GAS MAIN/SERVICE
<br />MAXIMUM LOT COVERAGE - 15% BY STRUCTURES
<br />'� �`\ IRON PIPFOUND E
<br />ELEV.=932.26
<br />'
<br />932.46 '
<br />GARAGE FOOTPRINT = 457 SQ. FT.
<br />BRICK DRIVEWAY = 6,262 SQ. FT.
<br />-UE- UNDERGROUND
<br />MAXIMUM HARDCOVER - 25% (75 FEET TO 250 FEET FROM
<br />`
<br />�\� 932.26
<br />R SQ. FST PATIOS, STEPS &
<br />POOL
<br />-SS- SANITARY SEWER ORDINARY HIGH WATER LEVEL)
<br />- 30% (250 FEET TO 500 FEET FROM
<br />-N _
<br />` : _
<br />\ \
<br />DEORCHE2,923
<br />POOL = 682 SQ. FT.
<br />Q
<br />DENOTES DIMENSION ORDINARY HIGH WATER LEVEL)
<br />(M) MEASURED DURING THE
<br />'
<br />e ' -�
<br />*='`' �-
<br />, .
<br />`�
<br />REAR CONCRETE PADS = 235 SQ. FT.
<br />COURSE OF THIS SURVEY MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET`'`
<br />DENOTES RECORD BUILDING SETBACKS:
<br />_- :
<br />-.
<br />\�\
<br />\
<br />= SQ. FT.
<br />STONE WALLS &PLANTERS 565
<br />REAR STONE STEPS = 108 SQ. FT.
<br />DIMENSION AS PER
<br />{R) AUDITOR'S SUED. FRONT - 35 FEET
<br />NO. 349 SIDE - 10 FEET
<br />i9�
<br />`
<br />TOTAL IMPERVIOUS SURFACE AREA = 17,429 SQ. FT.
<br />(26.8% OF PROPERTY AREA)
<br />ORDINARY HIGH WATER LEVEL - 75 FEET
<br />( AS PER CITY OF ORONO ZONING CODE)
<br />Y
<br />_
<br />\ 932.
<br />i
<br />PORTION BETWEEN 250 FEET & 500 FEET FROM ORDINARY
<br />HIGH WATER LINE = ±29,058 SQ. FT. %1r
<br />KE:
<br />NOTE: UNDERGROUND UTILITIES SHOWN ARE THOSE
<br />SHORELINE
<br />(04/26/2008) \\
<br />BRICK DRIVEWAY = 1,720 SQ. FT.
<br />MARKED AS PART OF A GOPHER STATE ONE -CALL
<br />(TICKET NOS. 80058764 & 80058815), AND BY
<br />AVAILABLE UTILITY PLANS. NOT ALL UTILITIES WERE
<br />* ,
<br />\\
<br />`
<br />BOULDER `
<br />WALL
<br />STONE WALLS & PILLARS = 212 SQ. FT.
<br />TOTAL IMPERVIOUS SURFACE AREA = 1,932 SQ. FT.
<br />MARKED AS PART OF THE LOCATE REQUEST.
<br />UNDERGROUND TELEPHONE SERVICES WERE NOT
<br />FRONT ENTRANCE TO 1725 BOHNS POINT ROAD
<br />LAKESIDE OF 1725 BOHNS POINT ROAD
<br />FRONT ENTRANCE TO 1720 BOHNS POINT
<br />ROAD \
<br />932.04 `
<br />(6.6% OF PROPERTY AREA) _
<br />LL1i41) ` ' I'` 1i3i1
<br />LOCATED AND ARE NOT SHOWN HEREON. FLOODPLAIN NOTE: SUBJECT PROPERTY LIES WITHIN
<br />UNDERGROUND ELECTRIC SERVICE TO #1720 WAS
<br />NOT LOCATED AND IS NOT SHOWN HEREON. FLOOD ZONES "X" (AREAS DETERMINED TO BE;
<br />a
<br />T (Ssr�7^-
<br />OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN)
<br />SANITARY SEWER SERVICE LOCATIONS ARE NOT " HAZARD ARA SUBJECT
<br />AND AE (SPECIAL FLOOD AREAS SUB E
<br />SHOWN HEREON. UNDERGROUND TELEPHONE LINES TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD;
<br />1
<br />`4
<br />a ''
<br />a�
<br />�\
<br />'•
<br />••...
<br />NEAR BOHNS POINT ROAD RIGHT OF WAY AND BASE FLOOD ELEVATIONS DETERMINED) ACCORDING
<br />WITHIN THE SHARED DRIVEWAY AREA, AS DEPICTED TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />\ -.'
<br />-- -
<br />,-=
<br />PREPARED FOR ;
<br />r
<br />SCOTT & JAMIE HONOUR
<br />ON QWEST MAPS, WERE NOT LOCATED AND ARE FLOOD INSURANCE RATE MAP COMMUNITY PANEL
<br />NOT SHOWN HEREON. NATURAL GAS LINES SERVING NUMBER 270530-0303 E DATED SEPTEMBER 2,
<br />THE LAMP POSTS ON THE PROPERTY ARE NOT
<br />"''`' _-I ;. . �`- ,
<br />_,_-
<br />>°
<br />ORDINARY HIGH WATER
<br />A
<br />tticty4�
<br />1466 BEINVENEDA AVENUE CERTIFICATION
<br />PACIFIC
<br />2004, HENNEPIN COUNTY, MINNESOTA
<br />,' - ,
<br />��
<br />_'
<br />LEVEL -929.4
<br />PALISADES, CA 90272
<br />1 HEREBY CERTIFY THAT THIS SURVEY, PLAN,
<br />SHOWN HEREON. IRRIGATION VALVES AND THE BASE FLOOD ELEVATION FOR LAKE.
<br />SPRINKLER HEADS ARE NOT SHOWN HEREON. MINNETONKA IS SHOWN TO BE 931.
<br />OWNER AND/OR ARCHITECT TO VERIFY ALL
<br />- - , slrE - .. -%
<br />z
<br />`T" K
<br />-
<br />� �
<br />931.
<br />OR REPORT WAS PREPARED BY ME OR
<br />ARCHITECT: UNDER MY DIRECT SUPERVISION AND THAT
<br />UNDERGROUND UTILITY LOCATIONS THROUGH
<br />GOPHER STATE ONE -CALL (651-454-0002)
<br />PRIOR TO ANY EXCAVATION OR CONSTRUCTION.
<br />' r„; •
<br />sz
<br />a
<br />\ t
<br />1
<br />LEFFERT TIGELAAR, AIA I AM A DULY LICENSED PROFESSIONAL LANE
<br />SURVEYOR UNDER THE LAWS OF THE STAT/E/
<br />CHOICE WOOD COMPANY OF MINNESOTA.
<br />\\ /
<br />1
<br />3300 GORHAM AVENUE SOUTH
<br />ST. LOUIS PARK, MN 55426
<br />-w
<br />\��
<br />C T I C A�F O]F,SURVEY
<br />_
<br />952-924-0043
<br />FAX 952-924-0269 MARK D. KEMPER, PLS 1840
<br />�j
<br />NORTHEAST SIDE OF 1725 BOHNS POINT ROAD
<br />VIEW OF LAKE MINNETONKA FROM
<br />1725 BOHNS POINT ROAD
<br />EAST SIDE OF 1720 BOHNS POINT ROAD
<br />DRIVEWAY ENTRANCE TO 1725 BOHNS POINT ROAD
<br />� yrs,.
<br />1 -LX
<br />DATED THIS DAY OF 2008
<br />08060 (08060.DWG) D.B. TODD HOLEN
<br />KEMPER & ASSOCIATES, INC. @
<br />
|