|
FOUND 1/2" L=16.70
<br />p ASSOCIATESKEMPERVCS
<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
<br />9 .24
<br />O. O 954 -- i ^ .0 4 `' `
<br />D=79'44'08"
<br />C=15.38 THE HONOUf RESIDENCENEWBRIGHTON,
<br />6516311N0350TA
<br />55112 FOUND _ 00
<br />PK NAIL poi 14j-117-2 pANKEY
<br />4
<br />vQ'// VL A? " C.BRG.=S 22'19'53"
<br />0 15 30
<br />FAX 651-631-8805
<br />ELEV.=951.51 1 PID ER:pLDY 7
<br />951.57 952: \
<br />6.2.15 / SSMH' .QQ
<br />4
<br />1 INCH EQUALS 30 FEET
<br />6"&12" ELM .' ;"
<br />SEWER
<br />ITARY R R,
<br />137&
<br />RIM 9 931' i
<br />O ? B
<br />S2
<br />1'720 & 1"725 BOCHNS POINT ROAD
<br />8" ELM \ 95'O5'G. ^0
<br />C 6.50FC % 3b+, O
<br />2 -7
<br />BASIS
<br />HENNEPIN COUNTYWESTHALFOFSEC. 16 EAST HALF OF SEC. 17 O ' _P__ :
<br />15" ELM
<br />8c SS IN OF,; _ :., C 5 .6, „ // '
<br />U.: " hS :9 q COORDINATE SYSTEM
<br />T117N, R23W
<br />A
<br />12" HACKBERRY 953.16
<br />C• -COM ENC Te /
<br />g 57S7g15
<br />S "STATUE V
<br />6 9• S
<br />59 q F
<br />OocO 957. 02 958. cgpgcT l
<br />pFs CITY OF ORONO, HENNEPINO COUNT MINNESOTA (
<br />VEA REAL TIME GPS
<br />16" SPRUCE 3.61
<br />Jr8» 957 .19 ` [ 23 0002
<br />cam$/' E t NgSF' J 2 FF 00 /O 0T 2 23-22- ROSS
<br />ooR `PID
<br />HENNEPINICOCOUNTY
<br />MONUMENTS UTILIZING
<br />S
<br />5 RIM
<br />1" ! 1
<br />MAIN P V' y z,
<br />sF'Nl.' ° - FFAF
<br />629 ': "yam.'.. `
<br />V \ F[
<br />Fi.gs
<br />5:
<br />117 Q &
<br />ANGELA
<br />is 0`NNER
<br />SC MINNESOTA DE P AR TME NT
<br />OF TRANSPORTATION
<br />s '
<br />F Lam'
<br />56 O p
<br />J OF 0
<br />lq
<br />SEE LEGAL DESCRIPTIONS BELOW) VRS NETWORK)
<br />1 D
<br />I A Ek4 N 955.07
<br />EDG OF Sp F. '^J y gyp' OLIN 1" 956.+/ /
<br />BI MINOU
<br />6.37
<br />958.1 SB
<br />BASIS FOR ELEVATION:
<br />r ''.' } 7
<br />M+
<br />14" SPRUCE '
<br />o _
<br />5 i- 958.1Gj ELE .-
<br />O ( 1 f ' 59.78
<br />Iiyj _(D'vF \.. 79 p960D[/ c . ' . 958.59 DIVIDING LINE NAVD 88
<br />VIA REAL TIME GPS
<br />957.65
<br />8.02 FOUN 2"
<br />O M [/S
<br />Dip l N cqs
<br />BETWEEN
<br />LOTS 2 & 3 - - MEASUREMENTS UTILIZINGLI
<br />F
<br />sT
<br />w
<br />n o14" ELM rn co IR PIPE 8" CRAB
<br />V.=
<br />OF C
<br />961 hqy 088oMpq ' 959.93
<br />V - -
<br />MINNESOTA DEPARTMENT
<br />OF TRANSPORTATION
<br />Y/ T F i1
<br />3tRUE
<br />957.59 6 2
<br />g
<br />VRS NETWORK)
<br />1t, } + g5
<br />55 957.74
<br />62
<br />0 95 .80 OLIN 1/2" 9
<br />gg3
<br />I P
<br />A 9.
<br />A 62 0.15 .. - CONTOUR INTERVAL=1 FOOT
<br />I"* LT
<br />N G 35$
<br />958.92
<br />16" RU
<br />58.86
<br />9 0.13 E 0.
<br />4 J
<br />P
<br />cow 959
<br />g" RA 958.94
<br />T
<br />g6A 965 "MAPLE (Roi
<br />6 1 T G 996
<br />Vso.6.. \ 9 g W
<br />6 1 O79
<br />o APLE 62
<br />966
<br />MDI G U
<br />28 MAPLE B TWE
<br />j8 .8 j 6`J I963965I /
<br />SEEP
<br />96 20 M P LOA 4
<br />PIMi III/
<br />rk- `" .
<br />N A
<br />AP 961
<br />ERON
<br />68
<br />96k i 5 9
<br />969 GLE IN -
<br />VIDIN UN
<br />IRON
<br />PIPE2"
<br />61.78 ELEV.=960.71 '
<br />r y L
<br />961.12
<br />R B 961.26
<br />965
<br />6" B
<br />IF
<br />1p -12
<br />C31g 28 PLE CK R
<br />N N 89.39'15" W 0.44 I
<br />ci- 6 61.63
<br />2
<br />LEGAL DESCRIPTIONS
<br />pg
<br />P C B
<br />STUNE OF o • 24" APLE 30 APLE 9S s - - EAST uNE of THE ,
<br />WESTERLY
<br />1720 BOHNS POINT ROAD
<br />s r • ID gs2 SEC
<br />a, T 7N,
<br />oN r7, 967
<br />R23W 30" MAPLE
<br />II 20 FEET
<br />OF LOT 3 FLOOR
<br />PID 16-117-23-22-0004
<br />4 9
<br />9 °
<br />ASTERLY
<br />g
<br />9
<br />S9
<br />a
<br />ELEV.= I0ui
<br />949.8
<br />CERTIFICATE OF TITLE NO. 1215993
<br />Lot 3, Auditor's Subdivision No. 349 Hennepin County, Minn, except that part
<br />LOT 5
<br />ONW OD
<br />a
<br />331 I thereof described as follows: Commencing at the point of intersection of the
<br />ti
<br />6y
<br />6" AS
<br />WESTERLY 9,
<br />E OF m II I 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 io 963.47 APP
<br />ocO
<br />LO p06
<br />22- 972.74 I 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 feetJ
<br />y •+` see - . •,
<br />4 , °°
<br />Gr
<br />CRAB
<br />3.27 250' OM OHW 117
<br />3
<br />GAZE60
<br />a
<br />4 0 t of
<br />I' • +! Y APPLE
<br />16
<br />P # 4" I o' ' to the angle point in said dividing line, said point being the actual point of
<br />y
<br />I
<br />250' FROM OHW - 3 .52 ADJACENT RESIDENCE #1700
<br />beginning of the tract of land to be described; thence Southerly along the
<br />966-9e>
<br />o W dividing line between said Lots 3 and 4 a distance of 130 feet; thence
<br />VICINITY MAP ; 6" CR B 963.61 0L ss5
<br />97 1
<br />I o- . WP. „ East deflecting to the left at an angle of 90 degrees, 14 minutes to the999
<br />NO SCALE p '
<br />ey
<br />APPL 964
<br />WE uN of " --.__
<br />II97 _ I ' z9:. 0>"?
<br />o D cfl o JIwwo
<br />shore of Lake Minnetonka; thence Northerly along shore of said lake 160
<br />dividingfeet2and3inIthesbetweenve° //
<br />j
<br />t
<br />963.69
<br />SECN' 13W ULDER
<br />QD p1D 6_C1A7, '23-
<br />NS003
<br />w319 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 />FO TPRINT AREA -457 SQ. F .
<br />964 3 FL R ELEV.=964.6
<br />g63
<br />966 G IOWA PUMP
<br />NirD
<br />N : x960.59 pWNER
<br />FOUND 1/
<br />C' I IRON PIPE , I 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
<br />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 ? '
<br />195.
<br />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 />I
<br />963.6
<br />964.34 GARAGE `° 964.37
<br />LL '
<br />m
<br />FOU 172"
<br />N 8.1 5
<br />o m i9s v M-"-
<br />64o An undivided 1 18 interest in and to:
<br />4" PR C
<br />0 /
<br />963.56 964.73 25.91
<br />p
<br />moo,
<br />FOUND 1/2" q,
<br />964.11 ON PIPE %
<br />IRON PRE 60 `rm `sem rn `° °
<br />0'
<br />95483 °j
<br />952 9 . 8 m
<br />ELEV.=9 .88 96 . 7
<br />Lots 10 and 11, Auditor's Subdivision No. 349 Hennepin County, Minn.
<br />71j/ TOl
<br />963.46 SCULPTURE11 964.25 964.52
<br />UPPER
<br />NL
<br />16.47'40" E 0.48 0) !
<br />4
<br />3P °' 05- -
<br />44 Le' 90.00' " (M
<br />a -160 a
<br />9576
<br />w 5 I 1725 BOHNS POINT ROAD
<br />SPRUo_ 963.61
<br />1 963
<br />994.79 L
<br />96.82
<br />a a, 90 (R f 63J0 10' SIDE SETBA K rn SHORELINE
<br />i
<br />h o C ARBOR 963.9
<br />g6k
<br />96418
<br />2811 \ 964.66
<br />p crcn
<br />y 379 0-
<br />G Tt7-/-77/- 958.16
<br />3,78. 36.03 , SURVE
<br />14" HAC RY G
<br />mG
<br />o N CONC. 4 LINE 1
<br />04/26/2008) PID 16-117-23-22-0006
<br />CERTIFICATE OF TITLE NO. 1206659
<br />D 962.5962.59 964.15
<br />6
<br />36" M L 963 N GARAGE FLOOR
<br />r
<br />43I rn Par 1: Lots 4 and 5, Auditor's Subdivision No. 349, Hennepin County, Minn. AD sf N 0 6`) ELEV.=959.44g
<br />pSpFiVT / N w 10994 ' M N 96 .65 1
<br />30.93
<br />4.97 957.90
<br />Op S/oFH Z co 96 .03 963.87 0 I 964.24 967
<br />0.01 °' STONE
<br />749
<br />ri 12.65
<br />ORDINARY HIGH WATER Par 2: An undivided 2/9 interest in and to:
<br />FlyF 5.10 /
<br />co
<br />W CU
<br />E
<br />964.83
<br />963.72 6
<br />I 959.53. -_. , - C8. ' RETAINING ^ m s .
<br />WALL
<br />LEVEL=929.4 Lots 10 and 11, Auditor's Subdivision No. 349, Hennepin County, Minn.
<br />i Q
<br />SQ4SS °° /
<br />o 0 904 >7 31.
<br />64.86 \ 9rO
<br />ORCH w`° 25.36 0
<br />n
<br />LO962.43 rn-::..:. :,: _ ° .... _ _:RIM 959.15 ' :: a,
<br />O e INV N.E. 957.85" Q 33 BA WINDOW J
<br />concmi+
<br />4S 9 rn
<br />w
<br />o a
<br />963.68 29
<br />962.90
<br />M
<br />o
<br />ai 302.01
<br />ro ci sr a
<br />w963.29 965
<br />960.86 :, . :...._r.
<br />H: " ' 959.26 CANTILEVER l rn NMi :.. - :. 0 z
<br />OUS . -rn. ".- :.. ._" ;:....' ..:.. .. _ .
<br />to
<br />959.75 o
<br />WATER ELEVATION=
<br />929.4 (04/26/2008)
<br />54.30 °'
<br />i
<br />433 °' 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 Q41_
<br />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 cnL'Fg ND PILLARS, n f-- cn 0 957.9qy...- :.•- ..
<br />Z
<br />d 56.579 ,,6:; : ,: _ LANDSCAPE w -
<br />959.3 959.26 g 36" 490
<br />s o ELev.
<br />It?
<br />ST picaOR M
<br />S2
<br />STOt %ROAD 15 .89,
<br />ow
<br />29.02 G
<br />c C%
<br />962.92 FENKE 962
<br />OOL I o
<br />A6
<br />10' SIDE
<br />t
<br />z: 0UX . 0.3
<br />MAP CO CRETE4
<br />ISL:j9,.`y.:
<br />Q. r X957.6 4TONE
<br />AREA SUMMARY
<br />961 CO BU1LUi ES/
<br />pONRY
<br />FR ME 965.51 9 .38
<br />ENCS y6EP. 1 g6 SETBACK ° :......:,.9.53 ;-
<br />0 ,., '." .' . _ =
<br />w 6.60
<br />BRICK WALLS = IMNG9 ,031. FOO77 R 7 N o 96 . 06 AREq_6 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 \\\ S>
<br />962.72
<br />x __, 96
<br />9sn.ar _ _
<br />0" CdA _b
<br />PORC o
<br />9S8 L 962.57
<br />f I \ 0
<br />li17N eSQF7- 65.44 STONE
<br />20. 65.4 965. t56 RETAINING
<br />20.2 65 963.70 WALL p
<br />v 64.97
<br />992,
<br />960
<br />6" SPRU
<br />M 959 D
<br />959.51 95 . Z 3
<br />s _ 4.10 60. rn
<br />p
<br />S 233 > 9 1 O o - 957.32
<br />WE T UNE ^o " M 0 hO 1 30
<br />00 54.34 M m ul w TONE
<br />i j
<br />OI
<br />TO ORDINARY HIGH WATER LINE)
<br />PORTION WITHIN 75 FEET OF ORDINARY HIGH WATER LINE _
<br />37,979 SQ. FT. 963.52 eco
<br />9SS 956 0 a 13 24 0 5.6 0 % 963.56
<br />0 OA58LOT ' o FIRST FLOOR i w ^ RETAINI I952553962.43 96 .63
<br />965.
<br />5647
<br />963.56 63.55 V 62.,1
<br />d 0 --'iELEV.=960.70 0 co WALLSo - 955. BOAT HOUSE FOOTPRINT = 73 SQ. FT.
<br />pcy, FOUND 3/4" o
<br />IRON PIPE 9S
<br />ELEV.=945.23 , '1
<br />g 10
<br />g62
<br />l l
<br />n
<br />963.60
<br />STONE ^ Q
<br />63.58 OULRE
<br />LININ
<br />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 955Co1- y FIRST FLOOR o
<br />n- w w ELEV.=951.64
<br />II
<br />956 0 0 w 41,10 r w c 3. 9$5
<br />w e wn15.87 9 '
<br />o - 951.69
<br />B6.7
<br />32.72
<br />W
<br />m
<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
<br />961 954
<br />954 951.955-51
<br />951.58
<br />BOAT HOUSE CONCRETE WALK = 57 SQ. FT.
<br />LE ON
<br />96
<br />E ATUES _` 959 58.70x
<br />962.01
<br />30 u 951.62
<br />1g 953
<br />N o,`O MAIN LEVEL SCREEN I 4 953.06CONCETE
<br />j TOTAL IMPERVIOUS SURFACE AREA = 693 SQ. FT.
<br />1.8% OF PROPERTY AREA) 12" HACKBERRY
<br />9A E V.=94 0 SUR
<br />95`958 962.34 962 952.63 45 PORCH CANTILEVER 4 PERGOLA 953
<br />0 APL
<br />9 9
<br />9 " MA
<br />6 4>
<br />NE
<br />956 STON 959.60958.86
<br />y.
<br />g52 P00 95144 95,.4 I 951.14 951.36 952.44 y2
<br />951 g m I PORTION BETWEEN 75 FEET & 250 FEET FROM ORDINARY
<br />HIGH WATER LINE = ±30,362 SQ. FT. co 955 R S@ 9S9 50.97 D
<br />94S -
<br />9Ri4
<br />0.45 N %9 ^ 954- 6- "
<br />957-
<br />95 3 12" C B W gg1
<br />IN -GROUND P OL ---
<br />r rn L/ 1
<br />c I WI HOUSE FOOTPRINT = 4,491 SQ. FT.
<br />LE 0
<br />0 953 956
<br />55
<br />APLE c`Oi X - 950
<br />349 ?o
<br />BITUMINOUS DRIVEWAY = 6,082 SQ. FT.
<br />9 N
<br />o0
<br />30" ` ci
<br />VC
<br />953
<br />954 949
<br />949 o' -0
<br />0 !moi
<br />I
<br />BRICK WALLS & PILLARS = 80 SQ. FT.
<br />CONCRETE PADS, STOOPS, STEPS, PATIO & BOULDERS
<br />K OAK 952
<br />M o 943.3 ° ^ ° 20" HACKBERR
<br />F INV 954.47 g52 VC _ IN
<br />951 51.41 1
<br />91 z 948
<br />g47 5BERY94795031_i l
<br />1 j..
<br />POOLDECK = 2,356 SQ. FT.
<br />POOL = 824 SQ. FT. pF 1
<br />1l" H CKBERRY 950 3
<br />O 95
<br />Hp
<br />gTpf
<br />95 95 946
<br />EL
<br />x344
<br />STONE WALLS - 73 SQ. FT.
<br />949-__
<br />g48 9i45 3 „ 0 I REAR BRICK PATIO = 252 SQ. FT.
<br />SHORELINE 3
<br />04/26/2008) \ VEY 12" U! 943 9'w 9 9
<br />TOTAL IMPERVIOUS SURFACE AREA = 14,158 SQ. FT.
<br />46.6% OF PROPERTY AREA)
<br />6 g
<br />943
<br />341 0wSEACI
<br />PORTION BETWEEN 250 FEET & 500 FEET FROM ORDINARY
<br />HIGH WATER LINE = ±1,161 SQ. FT.
<br />935 27' „ 943 M 9AZ
<br />LEGEND 940
<br />9 g42 340
<br />S., p ' M BITUMINOUS DRIVEWAY = 719 SQ. FT.
<br />00 9 9 939 0
<br />0 '
<br />rte' '
<br />I TOTAL IMPERVIOUS SURFACE AREA = 719 SQ. FT.
<br />AREA) 965- EXISTING CONTOUR LINE
<br />35
<br />RET , 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-- , 940
<br />9q1 LL
<br />FOUND 1/2" I WAI
<br />937-- o o , M ISSMHOSANITARYSEWERMANHOLE937
<br />IRON PIPE SPRUCE
<br />9 53 I 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 />935
<br />SOD
<br />936
<br />14" S RUCE
<br />TO ORDINARY HIGH WATER LINE)
<br />DfCK C` SURVEY11 75 FEET OF ORDINARY HIGH WATER UNE _ LINE 297404ETELECTRICTRANSFORMER SO.
<br />TR TELEPHONE RISER 100 -YEAR FLOOD ELEVATION=931 '
<br />DATUM PER FEMA MAP) 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 ORDINARY HIGH WATER ELEVATION=929.4 NGVD 29 AS 93
<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) 100 -YEAR FLOOD ELEVATION=931.5 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) W 93CITYOFORONOZONINGCODE -
<br />MINNEHAHA CREEK WATERSHED CRYSTAL BAY \ "
<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 />933 934 "-'--
<br />93
<br />PORTION BETWEEN 75 FEET & 250 FEET FROM ORDINARY
<br />HIGH WATER LINE = 164,925 SQ. FT.
<br />ELEVATION=932.5 LAKE MINNETONKA 03
<br />MBD MAIL BOX
<br />MINIMUM LOT WIDTH - 140 FEET CITY OF ORONO ZONING CODE) HOUSE FOOTPRINT = 6,197 SQ. FT.
<br />G- GAS MAIN/SERVICE
<br />MAXIMUM LOT COVERAGE - 15% BY STRUCTURES
<br />IRON
<br />PIPFOUND
<br />E
<br />ELEV.=932.26
<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 932.26 R
<br />SQ. FST
<br />PATIOS, STEPS &
<br />POOLSS- SANITARY SEWER ORDINARY HIGH WATER LEVEL)
<br />30% (250 FEET TO 500 FEET FROM N _
<br />DEORCHE2,923
<br />POOL = 682 SQ. FT. Q
<br />DENOTES DIMENSION ORDINARY HIGH WATER LEVEL)
<br />M) MEASURED DURING THE e ' -
<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 />SQ. FT. STONE WALLS &PLANTERS 565
<br />REAR STONE STEPS = 108 SQ. FT.
<br />DIMENSION AS PER
<br />R)
<br />AUDITOR'S SUED.
<br />FRONT - 35 FEET
<br />NO. 349 SIDE - 10 FEET
<br />i9
<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 932. 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 />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 LAKESIDE OF 1725 BOHNS POINT ROAD FRONT ENTRANCE TO 1720 BOHNS POINT ROAD \ 932.04 ` 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.
<br />FLOOD ZONES "X" (AREAS DETERMINED TO BE;
<br />a T (Ssr 7^-
<br />OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN)
<br />SANITARY SEWER SERVICE LOCATIONS ARE NOT " HAZARD ARA SUBJECTANDAE (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 />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 />PREPARED FOR ;
<br />r
<br />SCOTT & JAMIE HONOURONQWESTMAPS, 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 />ORDINARY HIGH WATERA
<br />tticty4
<br />1466 BEINVENEDA AVENUE CERTIFICATION
<br />PACIFIC2004, HENNEPIN COUNTY, MINNESOTA LEVEL -929.4 PALISADES, CA 90272
<br />1 HEREBY CERTIFY THAT THIS SURVEY, PLAN, 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"
<br />K
<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 a t1 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 />1
<br />3300 GORHAM AVENUE SOUTH
<br />ST. LOUIS PARK, MN 55426
<br />w
<br />C T I C A F O]F,SURVEY
<br />952-924-0043
<br />FAX 952-924-0269 MARK D. KEMPER, PLS 1840
<br />j NORTHEAST SIDE OF 1725 BOHNS POINT ROAD VIEW OF LAKE MINNETONKA FROM
<br />1725 BOHNS POINT ROAD
<br />EAST SIDE OF 1720 BOHNS POINT ROAD DRIVEWAY ENTRANCE TO 1725 BOHNS POINT ROAD yrs,.
<br />1 -LXDATEDTHISDAYOF 2008
<br />08060 (08060.DWG) D.B. TODD HOLEN
<br />KEMPER & ASSOCIATES, INC. @
|