|
KEMPER & ASSOCIATES INC.
<br />MINNEAPOLIS GAS COMPANY FOUND HENNEPIN COUNTY
<br />EASEMENT OVER LOT 11 CAST IRON MONUMENT
<br />(BOHNS POINT ROAD) NORTHWEST CORNER OF
<br />\ \ FOUND 1/2"
<br />IRON PIPE
<br />EV.9
<br />PROPOSED SITE PLAN F O R
<br />SEC. 16, T117N, R23W
<br />NOTE: LOT 11 IS THE 20' ROADWAY
<br />.240
<br />9 4
<br />1
<br />0 15 30
<br />PROFESSIONAL LAND SURVEYORS
<br />721 OLD HIGHWAY 8 N.W.
<br />"BOHNS POINT ROAD" AND LOT 10
<br />IS THE PARK -LIKE AREA ENCIRCLED FOUND
<br />BY LOT 11 PK NAIL
<br />ELEV.=951.51
<br />- - ��
<br />\ 954
<br />n
<br />955
<br />1725 BOHNS POINT
<br />1 INCH EQUALS 30 FEET
<br />f OAD
<br />NEW BRIGHTON, MINNESOTA 55112
<br />65151-631
<br />- � LOT
<br />/ 951.57 952
<br />/
<br />/
<br />� L� / SSMH
<br />62•?"Jr
<br />955.30
<br />BASIS FOR BEARINGS:
<br />HENNEPIN COUNTY
<br />8
<br />FAX 651-631-8805
<br />email: kemper®pro-ns.net
<br />6"&12" ELM 8" SANITARY
<br />\EWER--37
<br />RIM 95 .31
<br />45 s
<br />/
<br />COORDINATE SYSTEM
<br />www.kempersurveys.com
<br />�p
<br />8' ELM .�
<br />-95'05� SS / /
<br />6'SD
<br />CITY OF ORONO HENNEPIN
<br />COUNTY
<br />VIA REAL TIME
<br />MINNESOTA
<br />r�O 15" ELM��55.
<br />y �•��
<br />//
<br />26
<br />qp
<br />JF
<br />>
<br />MEASUREMENTS TO
<br />HENNEPIN COUNTY
<br />12' HACKBERRY ° 953.16 � s ����� 79.48'58/ 957
<br />16" SPRUCE4 "I E
<br />(OOCO F957.4
<br />9S
<br />958.39 o"9,QgcT �T,PF
<br />O S/ T Z
<br />0002
<br />3_22- FOSS
<br />(TRACT A, REGISTERED LAND
<br />SURVEY NO.
<br />LIZING
<br />MINNESOTA MONUMENTSDEPIARTMENT
<br />1855) OF TRANSPORTATION
<br />3.61 S % SS"
<br />G / T TR
<br />Np 3MF�T
<br />oo`�°<OORFFiY�� LOO16-15COn
<br />& ANGE1-A
<br />yRS NETWORK)
<br />95 956 RIMF<��o
<br />O95
<br />�60R�Tq 4 0
<br />#i OWNERS
<br />F��9S 6g0
<br />R ELEVATION:
<br />WEST 1/ OF SEC. 16 / EAST 1/2 OF SEC. 17
<br />I A NT 955.07 0 956 / /
<br />5
<br />\ �'�y� �� O/ I O N PIP'
<br />958.19
<br />�95g 9j� 9
<br />��/
<br />'39Mi S9 8)
<br />9
<br />NASI 88
<br />VIA REAL TIME GPS
<br />T117N, R23W
<br />14" SPRUCE 7 5 �T 11
<br />M 9A
<br />S 9
<br />Fp ��N Gj�O� ELE .-
<br />J OF
<br />.79 gs O iO cN\ SOUTH TERLY 958.59
<br />o MF <7S LINE OF LO 2
<br />o (� bT
<br />MEASUREMENTS UTILIZING
<br />MINNESOTA DEPARTMENT
<br />h
<br />o
<br />O
<br />�3 N�``
<br />G
<br />�Ri� No 9�
<br />OF TRANSPORTATION
<br />VRS NETWORK)
<br />�• r
<br />14" ELM
<br />°'
<br />RU E
<br />8" CRAB
<br />FOU 1/2"
<br />O.
<br />9g -4 7 O
<br />7 qY 088Mpq V
<br />s
<br />CONTOUR INTERVAL=1 FOOT
<br />957.59
<br />I N PI (1
<br />96? 9. 2 SFyF
<br />957.74 0
<br />95 .80 ELEV.=957. l)
<br />960.15
<br />96g 963\ NT
<br />-
<br />�^I•' _
<br />B1
<br />\ A LN G 958.92958 58.86 9 0.13 959.88
<br />9S9 RON P 1/ " /
<br />\ 16" RU
<br />S LE
<br />0
<br />ET
<br />96S G TV
<br />`J �- --}
<br />( } 9 B
<br />�`V
<br />\ rn a, 6•• RA 958.9 �6
<br />ro0 A HILL9gL
<br />S 5 93 2 E 0.7 966 36" °
<br />ISTON
<br />LE 0°
<br />P 66.6 E 960.83
<br />nt il
<br />m g60 96 3
<br />R AININ
<br />%
<br />'��+
<br />FOUND 1/2"
<br />1
<br />WA
<br />969 %
<br />IRON PIPE
<br />TV 6" A
<br />0 60
<br />0
<br />ELEV.=960.71
<br />,..
<br />AP 961 g6k
<br />L
<br />9�i5
<br />N N 89'39'15" W 0.44
<br />1
<br />- z�
<br />-
<br />+ -I
<br />�_
<br />••
<br />0� R B 961.26 PLE
<br />�
<br />9� 28 MA
<br />LE 62 O
<br />o
<br />• •,- Y
<br />•. y •� . `�. J
<br />.-
<br />P L
<br />APP E B E OF D
<br />24APLE
<br />6�
<br />30 MAP
<br />LE
<br />-.
<br />'"r
<br />' Z �. ', . .+" - • �• r --:
<br />+ , • •� _. _
<br />2 SAEC ON 17,
<br />�/ DR23W
<br />4.
<br />9
<br />30" MAPLE
<br />0
<br />o
<br />o 2 1
<br />969 K RY
<br />FLOOR
<br />ELEV=
<br />�Q
<br />....
<br />t
<br />�0�0 96g
<br />0
<br />0
<br />3:
<br />949.8
<br />-
<br />-
<br />6" RA
<br />C EN' 9)
<br />PLAYSET Gg2E 6p
<br />3
<br />...:
<br />LA fl
<br />•+.. r+ •.. S•. J r�
<br />O / / �' �o� oi0 963.47
<br />3.27
<br />�
<br />rn
<br />LOT
<br />1J
<br />�" •!�; !,+' '�- cr5► ; I
<br />OOc�F� „CRAB
<br />/
<br />I
<br />9s
<br />NOTE: FOOTPRINT OF
<br />ADJACENT RESIDENCE
<br />_
<br />^O1J
<br />APPLE
<br />/ /
<br />M
<br />ADJACENT RESIDENCE
<br />(#1700 BOHNS POINT RD.) I
<br />_
<br />VICINITY MAP
<br />/`I5\,<) 1 �2,73 966
<br />P
<br />Ld 96)
<br />BOULDERS
<br />o p
<br />22
<br />#1700
<br />SHOWN AS PER 2008
<br />SURVEY BY KEMPER &
<br />(NO SCALE)
<br />1 H C E RY 965
<br />�^ O� 6" CR B OIL
<br />rO 1� APPL 963.61
<br />� G
<br />� 97
<br />p
<br />o
<br />I
<br />0 II M
<br />ASSOCIATES
<br />,t V. � 964
<br />�� ��y�� oi`D
<br />o
<br />o
<br />LDE
<br />za
<br />I p m
<br />o'wo6
<br />w rn
<br />0003 1
<br />DO03A SANTRACH
<br />SOUTHEASTERLY SIDE OF 1725 BOHNS POINT ROAD
<br />CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA
<br />O
<br />117-23-22
<br />& M
<br />LPG 963.45 963.69
<br />6 &9
<br />FO TPRINT AREA=457 SQ. FT.
<br />FL ELEV.=964.6
<br />A
<br />I I rn rn m
<br />PUMq
<br />P10 ERS: PETER o
<br />0l�
<br />EASTERLY 1 M rn a 964 3
<br />LINE OF DECIDUOU �0
<br />v
<br />/ 1 fro T 6 963.37 rn
<br />R
<br />9 6�
<br />,9 9 7.05 965.4 �
<br />�� GAR TALL ^�
<br />HA DLE P. 0 a m
<br />G & B OW o m
<br />VIA LIFTS)� 9
<br />g6g I 62
<br />6
<br />1
<br />FOUND 1/ D
<br />w
<br />KEYSTONE -TYPE 1 IRON 127E cn
<br />RETAINING WALL ELEV.=9
<br />H
<br />/
<br />61. 25. 79
<br />g65
<br />q
<br />I Sii
<br />\ \
<br />�
<br />963.6
<br />/
<br />) 14
<br />963.56 0
<br />64.34 GARAGE tO\\ 964.37
<br />964.73 25 g1
<br />ko 30.
<br />9
<br />6& FOUN 1/2"
<br />IRON P E
<br />o ELEV.=9 .88
<br />q g i0
<br />I o
<br />� M-
<br />rn °' rnM 952-
<br />I
<br />963.46 SCULPTURE
<br />44/
<br />gs .25 Upp ss4.s2
<br />964.79 LE ER
<br />DEL
<br />0
<br />�� LLIa
<br />N4
<br />Mtn'
<br />I
<br />a I o,`D FOUND 1/2"
<br />16" SP
<br />to
<br />956
<br />957 to
<br />LEGAL DESCRIPTION
<br />963.61
<br />6" SPRU g63 9 82
<br />,/'lj
<br />rn 0 964.18
<br />26.11 964.66
<br />WEST LINE of
<br />Q 1
<br />o� a
<br />oa,� Q N
<br />x�W
<br />a
<br />N IRON PIPE
<br />w ELEv.=965.02
<br />� N 16'4T40" E 0.48
<br />RfI
<br />- -
<br />0
<br />- _ SHORELINE
<br />(05/30/2017)
<br />❑❑❑
<br />Tract A, Registered Land Survey No. 1855
<br />2 ARBOR 963.9
<br />962.59
<br />GOV'T LOT 2,
<br />30 rn
<br />6 PL 63
<br />1 ACK RRY�O
<br />rn I
<br />PLANTER BEDS I
<br />qp
<br />964.15
<br />O
<br />SECTION 16, '�
<br />I N
<br />•00
<br />RVITAES
<br />�RSTF<OpFS/p
<br />1089
<br />4 0I
<br />T117N, R23W `�
<br />I
<br />961
<br />L ORDINARY HIGH
<br />WATER
<br />= 96 .03 963.87
<br />° W 964.83
<br />964.24
<br />rn
<br />9 7
<br />166
<br />LEVEL=929.4 (NGVD
<br />29)
<br />5.10
<br />OpVERE
<br />LSUR
<br />INEVEY
<br />SG 4 S6
<br />p
<br />/ / rn 109 04
<br />31.2g �ORCH
<br />64.86 \
<br />25•36
<br />�
<br />I
<br />4S 7
<br />oMM
<br />� a 962.90 963.68
<br />oar 32.0
<br />`O 1 e
<br />� a:
<br />0.
<br />30.00
<br />�
<br />I
<br />I
<br />h °�� c` n
<br />I cn I WATER ELEVAl10N=
<br />°' � 929.9 (05/30/201
<br />7 )
<br />54.30
<br />rn / 113'6 Q 0 1. F6 S 1729 I((���i 9. 90
<br />IR BYH M
<br />/
<br />7 w O
<br />�� 03
<br />92 3
<br />Oh
<br />6 63
<br />cn
<br />I A I
<br />4j93
<br />Q W 'S
<br />961.26 k ELEV.=96S gp Pbl T p - N
<br />cdR FIRST o W
<br />2 STOR RD
<br />ROAD
<br />Q'
<br />N 1
<br />62
<br />- g59
<br />36„
<br />I
<br />I
<br />F�00 M
<br />56 06, E�fV.=9gS.R SONRY �
<br />^ iS.B M 29.02
<br />g�
<br />0
<br />N
<br />O
<br />24" �,LNU .p g61
<br />/
<br />MAPLE
<br />I DECK I
<br />/
<br />M 961 COco 31 77BUILDING FOOTp ESID NCE C 0 965.51 �t3q 0
<br />\ R N,
<br />92 42
<br />4 N
<br />O?
<br />1
<br />CT
<br />I
<br />AREA SUMMARY (INCLUDING PROPOSED ADDITIONS)
<br />ry O M<
<br />9Sg 960 960.81 �� 6 962.72 PROP AREA161 � ��. PRpp \ �,�
<br />�SED s N OSEp N
<br />a COVEREp \ RETAII�NG I Q. FT20. ��j'
<br />N
<br />60
<br />ps
<br />T
<br />(ppJA CEN)
<br />/� I
<br />TRACT A = f111,475 SQ. FT. OR f2.56 ACRES
<br />°APLE
<br />P RCH ALLS 1 20.2
<br />9S) L
<br />o1g
<br />S 6 65.49 b�j�Ap
<br />N`
<br />�,
<br />Wo
<br />- -
<br />I I
<br />(TO 2017 SHORELINE)
<br />9S8 �0 65. v �G 31<g4
<br />\ 62.57 Oo
<br />g59 rri
<br />T- - - - - - -
<br />958 c�6 30'
<br />I
<br />9SS 9S6 v a 62.43
<br />9S gS 9 961 4 gg
<br />2 3 60
<br />3 965.47 963.559v56 0
<br />965.56 963.56
<br />46 .11
<br />M
<br />63.13�
<br />958
<br />CA
<br />1720 BOHNS POINT RD.
<br />I
<br />EXISTING HOUSE FOOTPRINT = 6,197 SQ. FT.
<br />EXISTING GARAGE FOOTPRINT = 457 SQ. FT.
<br />/
<br />+gSB j 11
<br />`so
<br />U O
<br />�
<br />W
<br />N
<br />(HOUSE REM
<br />13
<br />EXISTING BRICK DRIVEWAY = 7,541 SQ. FT.
<br />FOUND 3/4"
<br />1 9
<br />0 63.60
<br />96�
<br />957
<br />IRON PIPE
<br />ELEV.=945.23
<br />9S \ 8
<br />•1>• � 7� 86 60
<br />63.58 1N'GROUND
<br />�
<br />gSS
<br />I
<br />EXISTING FRONT PORCH &STEPS = 306 SQ. FT.
<br />EXISTING SIDE TERRACE & STEPS 265 SQ. FT.
<br />/
<br />S gS
<br />3
<br />959.1 POOL
<br />956
<br />I
<br />- - - - -
<br />=
<br />96
<br />o
<br />I
<br />I
<br />-
<br />954
<br />EXISTING REAR PORCH &STEPS = 302 SQ. FT.
<br />12" HACKBERRY
<br />FOU 1" 959 96 S
<br />ON E58.70
<br />109 LE EL V. =94 50 SURVE � 958
<br />x
<br />962.34
<br />962.01 .30
<br />g62
<br />g55 954
<br />I I
<br />953
<br />EXISTING FRONT STONE LANDING = 168 SQ. FT.
<br />EXISTING POOL DECK &STEPS = 1,819 SQ. FT.
<br />0'
<br />AP A9 g57
<br />" INE
<br />❑
<br />953
<br />EXISTING POOL = 682 SQ. FT.
<br />MA*
<br />9 9 95
<br />955
<br />STON 959.60
<br />958.86
<br />0 52 = w
<br />EXISTING REAR STONE WALLS & PLANTERS 463 SQ. FT.
<br />R S8
<br />9S8
<br />g52
<br />n
<br />=
<br />94S 9 - 1V g'q4 I
<br />LE g8 • 3'S 0'
<br />I
<br />957
<br />g51
<br />951 m
<br />950
<br />EXISTING HILLSIDE CONCRETE STEPS = 108 SQ. FT.
<br />EXISTING GAZEBO PAD & BOULDERS = 436 SQ. FT.
<br />LEGEND
<br />953/`-
<br />I N 95
<br />N
<br />955
<br />950
<br />z I
<br />EXISTING ROADSIDE STONE WALLS & PILLARS 185 SQ. FT.
<br />g40 - ` 0 3
<br />^� ^
<br />7" PVC
<br />\0
<br />954
<br />9 A9
<br />949 p
<br />=
<br />-965- EXISTING CONTOUR LINE
<br />BOULDERS o0 30 -°
<br />1500 952 I
<br />3
<br />PVC 9�$
<br />g48
<br />I
<br />EXISTING LAKESIDE DECK & STEPS = 317 SQ. FT.
<br />EXISTING STEPS SQ. FT.
<br />x963.29 EXISTING SPOT ELEVATION
<br />R 20" HACKBERR =' CI(BE
<br />�
<br />hg51
<br />Y N
<br />951.41 4�
<br />947
<br />LIMESTONE & = 182
<br />SSMH 0 SANITARY SEWER MANHOLE
<br />O g51
<br />g3S 0 950
<br />o FIRE •
<br />950
<br />9A6 g45
<br />946
<br />EXISTING STONE PATIO AT FIRE RING = 296
<br />RIN g49
<br />50
<br />g44
<br />I I
<br />PROPOSED BUILDING ADDITIONS = 1,071 SQ. FT.
<br />CB ® CATCH BASIN
<br />SHORELINE \ \ 93p g45
<br />�
<br />0
<br />� VEY
<br />g4a
<br />943
<br />g45 3 0
<br />PROPOSED GARAGE = 975 SQ. FT.
<br />PROPOSED TUNNEL 748 SQ. FT.
<br />CO o CLEAN OUT (05/30/2017)
<br />\\ 940
<br />IN 9q�
<br />g42
<br />g44 I
<br />=
<br />PROPOSED CABANA 509 SQ. FT.
<br />E❑ ELECTRIC TRANSFORMER
<br />\\
<br />945
<br />1�6
<br />9 9h5
<br />I
<br />g�5 I
<br />=
<br />PROPOSED BOAT HOUSE 154 SQ. FT.
<br />TR TELEPHONE RISER
<br />TR ❑T
<br />\ 935
<br />g30
<br />N 9
<br />- •
<br />9A4
<br />g43
<br />I 94j
<br />g40
<br />Ny
<br />°
<br />I
<br />=
<br />PROPOSED BOAT HOUSE STEPS = 95 SQ. FT.
<br />LP (?1 GAS LAMP POST
<br />\
<br />��
<br />940
<br />g42
<br />939
<br />O �
<br />a h MTTAL
<br />0 0
<br />= 23,276 SQ. FT.
<br />\
<br />0
<br />1
<br />9�1
<br />I
<br />A TOSURFACE
<br />E)EA
<br />(20.9% OFPROPOSED
<br />EM ❑E ELECTRIC METER
<br />GM © GAS METER
<br />WATER ELEVATION= \ -
<br />\
<br />929.9 (05/30/2017) \
<br />35
<br />g40
<br />��
<br />9 EONE
<br />ST
<br />92-
<br />I FOUND 1/2"
<br />P
<br />9 0
<br />9� o,� BOLL D R
<br />RIP- AP I
<br />® AIR CONDITIONER
<br />937
<br />IPE
<br />\ I E
<br />P933.06
<br />I
<br />MB o MAIL BOX
<br />ORDINARY HIGH WATER
<br />g3 s
<br />ELEV.
<br />g3s DECIDUOUS
<br />(ALOCATIOI`Z E
<br />-G- GAS MAIN/SERVICE
<br />LEVEL=929.4 (NGVD 29)
<br />�_
<br />w 0p p 0
<br />DECK
<br />SURVEY
<br />I
<br />-UE- UNDERGROUND ELECTRIC LINES
<br />\_
<br />FOUND HENNEPIN COUNTY \�
<br />930
<br />LINE
<br />I
<br />-SS- SANITARY SEWER
<br />ORDINARY HIGH WATER ELEVATION=929.4
<br />CAST IRON MONUMENT \
<br />MEANDER CORNER NO. 59,
<br />934
<br />g
<br />36" OAK
<br />VEY � ° I
<br />DENOTES DIMENSION
<br />HIGHEST RECORDED ELEVATION=930.52 (09/07/2002)
<br />SEC. 26, T117N, R23W
<br />\�
<br />93?
<br />LINE I
<br />(M) MEASURED DURING THE
<br />COURSE OF THIS SURVEY
<br />LOWEST RECORDED ELEVATION=921.78 12 16 1937
<br />( / / )
<br />\
<br />93/ 31.85
<br />OULDER
<br />RI RAP
<br />g35 I
<br />NOTE: SEE PLANS BY ALEXANDER
<br />DENOTES RECORD
<br />DIMENSION AS PER
<br />(R)
<br />(NGVD 29 DATUM AS PER MINNESOTA
<br />DEPARTMENT OF NATURAL RESOURCES
<br />"LAKE FINDER" WEBSITE)
<br />CRYSTAL
<br />B A
<br />��
<br />\ \
<br />\ \
<br />933
<br />g34
<br />I
<br />DESIGN GROUP FOR DETAILS
<br />PROPOSED ADDITIONS AND GARAGE
<br />AUDITOR'S SUBD.
<br />�L
<br />`\
<br />No. 349
<br />DENOTES SET SURVEY
<br />NOTE: TO CONVERT NGVD 29 DATUM
<br />ELEVATIONS TO NAVD 88 DATUM ADD
<br />\ __
<br />//�� �/� /�
<br />LLB K F M I N N E T O N KA
<br />\�
<br />FOUND 1/2"
<br />MONUMENT MARKED
<br />"KEMPER 18407"
<br />0.20
<br />\ __
<br />IRON PIPE
<br />ELEV.=932.26 I
<br />NORTH AMERICAN VERTICAL
<br />NAVD 88
<br />DATUM of 1988
<br />\
<br />\`
<br />I
<br />100-YEAR FLOOD ELEVAl10N=931
<br />HENNEPIN COUNTY
<br />CASTIRON MONUMENT
<br />(NGVD 29 DATUM AS PER FEMA MAP)
<br />�\
<br />100-YEAR FLOOD ELEVAl10N=931.5
<br />PROPOSED ADDITIONS
<br />ZONING REQUIREMENTS
<br />Q
<br />ZONED LR-1B - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT
<br />(CITY of ORONO ZONING CODE -
<br />MINNEHAHA CREEK WATERSHED
<br />DISTRICT)
<br />\
<br />�
<br />\\
<br />PREPARED FOR:
<br />THOMAS FLINT, AIA
<br />ALEXANDER DESIGN GROUP, INC.
<br />965 PROPOSED CONTOUR LINE
<br />SUBJECT TO SHORELAND OVERLAY DISTRICT
<br />REGULATORY FLOOD PROTECTION
<br />EAST LAKE STREET
<br />X PROPOSED SILT FENCE
<br />SUBJECT TO FLOODPLAIN MANAGEMENT
<br />SUBJECT To STORMWATER QUALITY OVERLAY DISTRICT
<br />ELEVATION=932.5
<br />(CITY OF ORONO ZONING CODE)
<br />\
<br />WA MINNESOTA 55391
<br />52-473
<br />952-473-8777
<br />MINIMUM LOT AREA - 1 ACRE
<br />MINIMUM LOT WIDTH - 140 FEET
<br />SHORELINEE
<br />(05/30/2017) \ \
<br />BOULDER
<br />\ RIP -RAP
<br />\
<br />\\
<br />FAX 952-473-8222
<br />CELL 507-213-3630
<br />NOTE: UNDERGROUND UTILITIES SHOWN ARE THOSE MARKED AS
<br />PART OF A GOPHER STATE ONE -CALL (TICKET NOS. 80058764 &
<br />MAXIMUM LOT COVERAGE - 15% BY STRUCTURES
<br />\
<br />80058815), AND BY AVAILABLE UTILITY PLANS. NOT ALL UTILITIES
<br />WERE MARKED AS PART of THE LOCATE REQUEST. UNDERGROUND
<br />TELEPHONE SERVICES WERE NOT LOCATED AND ARE NOT SHOWN
<br />HARDCOVER RESTRICTION ZONE:
<br />WITHIN 75 FEET of THE ORDINARY HIGH WATER LEVEL
<br />\\
<br />\
<br />HEREON. UNDERGROUND ELECTRIC SERVICE TO #1720 WAS NOT
<br />(OHWL) of ANY LAKE OR TRIBUTARY, AND WITHIN ANY
<br />N
<br />LOCATED AND IS NOT SHOWN HEREON. SANITARY SEWER SERVICE
<br />BLUFF of SHORE IMPACT ZONE, No HARDCOVER SHALL
<br />\ rn
<br />LOCATIONS ARE NOT SHOWN HEREON. UNDERGROUND TELEPHONE
<br />BE PLACED, LOCATED OR CONSTRUCTED, EXCEPT FOR
<br />\
<br />LINES NEAR BOHNS POINT ROAD RIGHT of WAY AND WITHIN THE
<br />DRIVEWAYS, STAIRWAYS, LIFTS, LANDINGS AND
<br />SHARED DRIVEWAY AREA, AS DEPICTED ON QWEST MAPS, WERE
<br />NOT LOCATED AND ARE NOT SHOWN HEREON. NATURAL GAS
<br />LOCKBOXES AS REGULATED BY THE SHORELAND
<br />OVERLAY DISTRICT
<br />ORDINARY HIGH WATER
<br />�� CERTIFICATION
<br />LINES SERVING THE LAMP POSTS ON THE PROPERTY ARE NOT
<br />SHOWN HEREON. IRRIGATION VALVES AND SPRINKLER HEADS ARE
<br />MAXIMUM HARDCOVER - 25% of THE GROSS LOT AREA
<br />FLOODPLAIN NOTE: SUBJECT PROPERTY LIES WITHIN
<br />"X"
<br />LEVEL=929.4 (NGVD 29)
<br />\
<br />��
<br />���� OF MINK ���j 1 HEREBY CERTIFY THAT THIS SURVEY, PLAN,
<br />�cS'
<br />NOT SHOWN HEREON. OWNER AND/OR ARCHITECT TO VERIFY ALL
<br />UNDERGROUND UTILITY LOCATIONS THROUGH GOPHER STATE
<br />ONE -CALL (651-454-0002) PRIOR To ANY EXCAVATION OR
<br />CONSTRUCTION.
<br />(TIER 1 PARCELS)
<br />MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET
<br />BUILDING SETBACKS:
<br />FLOOD ZONES (AREAS DETERMINED To BE
<br />OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN)
<br />AND "AE" (SPECIAL FLOOD HAZARD AREAS SUBJECT
<br />To INUNDATION BY THE 1% ANNUAL CHANCE FLOOD;
<br />BASE FLOOD ELEVATIONS DETERMINED) ACCORDING
<br />\
<br />\
<br />1 I
<br />/
<br />�� 'S4'�, I♦ OR REPORT WAS PREPARED BY ME OR
<br />♦ Q' ♦ UNDER MY DIRECT SUPERVISION AND THAT
<br />$$� j I AM A DULY LICENSED PROFESSION4,L LAND
<br />p SU SURVEYOR UNDER THE LAWS OF TH STATE
<br />of MINNESOTA.
<br />FRONT - 35 FEET
<br />SIDE - 10 FEET
<br />To THE FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />FLOOD INSURANCE RATE MAP COMMUNITY PANEL
<br />NUMBER 27053C-0303 F, DATED NOVEMBER 4,
<br />\_
<br />0
<br />ORDINARY HIGH WATER LEVEL - 75 FEET
<br />C ERTIFI CATE OF SURVEY
<br />2016, HENNEPIN COUNTY, MINNESOTA.
<br />THE BASE FLOOD ELEVATION FOR LAKE
<br />♦I��f p � -
<br />���'l Q�� MARK D. KEMPER, PLS 18407
<br />(AS PER CITY of ORONO ZONING CODE)
<br />MINNETONKA IS SHOWN TO BE 931 (NGVD 29).
<br />18045 (18045R2.DWG) D.B. TODD HOLEN
<br />DATED THIS 4TH DAY of SEPTEMBER 2018
<br />KEMPER & ASSOCIATES, INC.
<br />
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