|
i I DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 1, Block 2 RINGERSWOOD, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />1022.9
<br />NOTES
<br />1018.9
<br />Site Address: 701 Dickey Lake Drive, Orono, Minnesota, 55356
<br />This property is contained in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average
<br />. L•VT v� depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from
<br />the 1 % annual chance good by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.)
<br />019.3LOW per Flood Insurance Rate Map, Community Panel No. 27053CO363E, effective date of September 2, 2004.
<br />�i x1021.4
<br />1023.0 The Gross land area: 106,726 Sq.Ft, 2.45 +/- acres.
<br />571 ,'� / Benchmark: MNDOT Benckmark "2713 AG"= 997.593 Feet (NAVD88)
<br />I 36
<br />l0 ( - - - - - - - - -J i- - - - - - - -- - - - - -ri k _ _`r0 ? 35
<br /># 7& s7 des - - - - - - 1'226 ' The current Zoning fordhe subject roe is RR -1B per the Ci of Orono zoning m
<br />i j�, '__� O ---------------`---_ / xLow g j property p City g aP
<br />72 _____
<br />7 + �� �'l �� 65 53 �; 38 - - - - - - - - - - - -. - - - - 1� �f � 284 , 3- 4 WE n The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono's web site.
<br />_� --I - -
<br />j # r 64 r) ' < - - - - - a J-i�E
<br />1022.7 I 88 ,� �9I (�,"` `�54 ;-'l f }25 ...-� I �J;20 ,' - - - -
<br />( al C 34 �,} 27 r. 23 { L 17 ,' /1,
<br />J u SETBACKS: Front = 50 Feet
<br />�, S
<br />019.0 O 89 9d azi� 4 122 } t r , t
<br />21 �Jls / / I xLow :a::. : Side = 30 Feet
<br /># r� �3s �� ,/ �2i}5 Io2L7 ( Corner' =50 Feet
<br />c00 j r} 92 r. r� j 62 33 r ✓} 287 ( 1206 L I L Rear = 50 Feet
<br />r` 267 99�C } 98 # ✓� 163 1 C { 40 32 7 30 i / I
<br />�• �., r 61
<br />Js r ti55 ; 41 ( €1 , _ ttJ#i
<br />� c au CX WE -
<br />268
<br />E
<br />268 ase >73
<br />1021
<br />764 r 49 29 2 206 1021.1
<br />�' '` 2 s7 1 {6 as 74 C .- j C ,,18 ��, las I t,: :1, a€, a ^ J; �` �,.I: :._. Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if
<br />�' 1 C..:I 48 / 1
<br />t ( 5s # 3-3 3-4 they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the conclusive
<br />01380 cy17515 14 /'
<br />�94r� ,x xLow # T Ei �' I restrictions for this site..
<br />BSEs-- # {� V%� 4 / t / 1021.5 t 1021.0 I /
<br />I l0-®� _-_ BSBL @SBL BSBL 5gggJJIa ,.. a ; 1e. ;l• ,. ;-.
<br />858i BSBL BSBL BSBL B €3� 45 BSBL 8SBL 8SBL BSBL BSBL------- BSBL BSBL BSBL BSBL BSBL
<br />_ �` '�`` `-=f' 205, '1111" WETLAND �` �=s'ao�"`� �` ' / We have shown the location of utilities on the surveyed property by observed evidence only.
<br />1022.8 1019.1 * , _ I -SC)-
<br />/
<br />}96 BSBL-- BSBLOW
<br />1_2£9 a7095 -�iBL BSBL BSBL-BSBL---xBSBL:
<br />SSBL BSBL BSBL x B `204(868[ #3 #!:, ?1021.3
<br />u _L ... ET E
<br />Proposed Elevations
<br />1 ET E 2pt212 1021.2
<br />5,2
<br />BLOCK2 2 3-2 o2t;a :# ; ` ,. - ::<. F os Proposed Garage Floor Elevation =1031.9 (1 DROP)
<br />._._r
<br />�\ \ x
<br />LOW
<br />w1.2 rLzol --moo _ 3-5 Proposed First Floor Elevation = 1035.2
<br />\\� 214, r 0214 Proposed Top of Foundation Elevation = 1033.2
<br />N�6° ,^7; _ _ r LOT 1 \ \ ��}211 Proposed Basement Floor Elevation 1024.5
<br />019.1 49 w 20-2, _ l ��43 \\\ ` �' 3-1 ,tr�y` u G at ET 21.0E
<br />'" WET (
<br />C ; 77 % \\ : l'©21: e. :L,. aii1.x LOW
<br />( J 2 0�
<br />LOW' 1021.1
<br />271 _ Y \ 1021.1
<br />/ x n2oo \ ' Io3t-37 I Asbuilt Elevations
<br />123 x X622.7 ` Asbuilt Garage Floor l✓levation = 1032.3
<br />1623• 2 216 Asbuilt First Floor Elevation = 1035.7
<br />1022.5 _ / �WETLAND BUFFER _ _ f I `\ \\\�,-
<br />a' WETLAND BUFFER' Asbuilt Top of Foundation Elevation = 1.033.5
<br />245 j ` , x'023.2 x \\x tozz 21a _ /� Asbuilt Basement Floor Elevation = 1025.2
<br />_ _-- _ I / 16234 \
<br />x X 124 ,' ' _ �/ I x \\xx / x ,0235 x x /,)ZZ,3 1022.6
<br />X/ 10232 % �'
<br />-..,,� 231
<br />\ 1-6 II \ \\\xx / xjG23,6/� IG2 I t o. --•- -- --� 1026~ \� \ - T 1219
<br />\ j f �� 22#
<br />� 246 \ 1 [
<br />019.1 ozl.s\\ 1-4
<br />WET / , - • r' --
<br />p� J - 23°9 , 1-24,7 x 10 Ion ' > \WETLAND SETBACK
<br />WET 4.7 x� _ _j 155 x \V �• ! x !024.1 ~ -1 r {{1 )2 g 29.0 x 1029 6 gam' °� �° . x 0 m
<br />1-1-3 5 / r:..i \ �� ---WETLAND SETBACK (J 024.1 1 x102 ! 22,z r
<br />f o C
<br />\ \ 1 OW k .\ / 6" r 24 S R v
<br />1022.6 I \ 1021.4 ET / / LOW \ 1623.5 2 10 4,j PO H �r 1028,`
<br />\ 02,1E:7 .,u.• :. :. .. 2a4 ,,C:. u, !>: ,.. -:.t. /6 IQ C /
<br />\\ \ Y x1021.1 1021.4 x \\ o Q h �,•3 x 10 o � � � 222
<br />WET
<br />1021.1 \ Jt 2L SuIL " .I..; & 24L llG _� � /� ":4u Al -7L WET / / \ � vj M O 18 ? 1. F �
<br />n \ \ 1021.4 1024 Q \
<br />( 247 DRAINAGE & UTILITY _ /5•g o ' ' x iG2, ` „
<br />.3
<br />E- 24 -
<br />a Low _ % - ro 2
<br />I
<br />--- \ - Q112.9
<br />1021.6
<br />ti� a�.2 WOE, G3/.G 1022.2
<br />/ /
<br />x1021.6 9 _
<br />v l w
<br />\ \ 255 / 25.2
<br />1019.4 `_-, � 1- 2 , "I i 3
<br />021.0 \\\ . w a� _.. WETLAND.:. ::t, 11-81::. ----- , /S,D ` ,~ 26, p xro�, x I ! ! BOX 8" /
<br />WETx�W #1 F N� __-- / WALKOUT ; ti,.� %, 13OX
<br />\ ,
<br />log , Io�L 13 x132 - �r x102 v 0 701 DICKEY LAKE DRIVE / j 7 / 2-8
<br />-� \ \ % o
<br />r�248 \\ \ /:. :. / - i /� WET i
<br />LOW {' 134 ,� % A A o `, CT a2s �
<br />TOF= N x
<br />1020.8 \ % ' 1021.2 ' d / N°` x 02 4
<br />.. L w 10 ^ 4� 10 5 IFF t0 O t 1 2a8, '
<br />/ F.- 32.0 / 023.7}
<br />246 II // T E 225 RET. WAjLL �o p o Q 035.7 ! / ti "' %tib tt ,' {227 s, 225
<br />1 I t SOW X1021.1 )135 �� / (t 024 4 O 3 5 / 230
<br />/ j
<br />1022.0 11 r / , ^7 / 25.8 9.0 TQOP 3 I \ ' m
<br />x10 I.o' Izsr�C rj128 `� ,�� o� a o ai S /.oq « 2 �9
<br />o
<br />X1021.2 /' `, i' x/163 xrG?851
<br />250 1 I 1021.6 ��.) 257 r 15 > f 161 , �� }� f i - J\Y112 ' GIC;
<br />10241 -, 1032 O 5231 I Iff
<br />4 w i i.
<br />-� I 259' �� L. S �i26 / i - _ {162 f 'T xyG 9,Q i G x�1 ,P� , 2-1
<br />e
<br />`"� - - _ _ 1 JJ } ,• �, N Gz3.
<br />021.4 III a., /1_111P
<br />: ,'' S )138 -------------- L BSL rU2$.2 �` 7 `_#` �' lGx, 3, - j �� x 1GZv ? x372-Zo
<br />019.3 a I 1 1 4 _256 % ?260 ` i'/ J) , `--_ -
<br />I 272 y / / set \ `-•1032-- "_ �\ I` 234 ' xl �.R ;3sF. WETLAND
<br />ul i:.
<br />vN I 251 ✓ "; 1` �_� i13H
<br />146
<br />"C�Sz / x jG $SBL y x 1G 31.6 / e \ CO i :t o2 L _ #
<br />I � _ 1 j
<br />x263 C}_ - �a� ( 1145 - wE%�To ��L13 f r x ate �/ I \\ \ 10 a I.
<br />I II 1 r / / 2164 SND }� ` _SBL w ` 1O 031.3 \ / \ 3E>•9 / OZ \ tKU8 ;ri ::1 ur
<br />1 }254 L j ✓ / _ S�% _�. \ ., 888 ^» 30 !G f� t \\ LOW :
<br />1020.5 ! �. 262 140 �`� L ��-` x11-11021.6 j
<br />151 / C � x 1 ;`".% 235 \ \ m x U I. L.
<br />1022.0 C 1 12��_�-` r 1� 170 `� 3 2i ! �� \\ \
<br />1 141 i / �'G / x r Loa -4 owl
<br />INV= �� / 'I I , // \144 150 \`- ___ -t ,`\' ..-'8set i c r,. 0270 j \� 1021.3x x1021.2 �cWETx/L
<br />IOt9.3 _ x v - 20.5 I / C� / r02 i ^_w 3 -x „£^ < > , 1 236 \ \ 1021.2
<br />r / }2�4 \ ,-11 C. }#47IsS "�. r „\ate s / 2b t \ O {� C
<br />1022.2 62,. ✓ .� x1 1 /B z2„ i 8 ,::$ ' ! \ \ 2-4
<br />ET 4-10 9 u L u„ t\ \
<br />_ 10 4-9 \-�'G24.4�e ��/O BS ' . '028.0 \ s,
<br />14
<br />-- -- 1025, 1 �` x,WET 1 '024.0 r '242 Bearings are based on the Hennepin County
<br />\ 1022.8 1021.=- _ _ LE _ - 182Q- x FST a €I. WET / \ I 0 8 \ r
<br />< �_ 1 # 4E E - - - 1021 e _ � � x`102. � 69 0 0'0 r�' ` 1 CO I , O L " -- x ,026 3 _--WETLAND SETBAf K \ I Coordinate System (NAD 83 - 1986 adj.)
<br />W
<br />CTI ElE 4-1 / T. 4- / ,€. iuOv 'u` L 7 L 1, 1 23." tt \ x1G� L re ---\
<br />_- - ( - ! }� 171 G ; ®4.1 / \
<br />< 1. cry I �_ _ �s � II �, .•- �-
<br />1ozz.7 .. .. ... ELE 4 8 1 WETLAND Bl1,,FFER- -4� \ 20 40
<br />T' }} I
<br />�`f- I. _ezz.7 cry -�� �' 2r Et a .. I s . -. ::.\a€:. - 1 `I / , /� . 4 SBL i \� 10 0 10 20
<br />L _ - ,_ _
<br />1 CTv - _ } 1o21.1i PR / 88L •� _ t
<br />15 1 -��ET / 1 / /
<br />- \ 1\21 fE82 PQSEQ / Fl r7BL cr�t'��� \� -
<br />\ FlE
<br />I. \ _ �1: �WETLAND>L O I tt�c• ,,
<br />T 7022 C&O x x� " - - u SCALE IN FEET
<br />4-7
<br />Q o
<br />ECF 4-44-4 -, pr WET / 222 ,1640 �. L-- I -_� URVEY LEGEND
<br />Crvi4t`1021.5 0183 I
<br />244 I -
<br />I. G<�a`� CT FCE� wEiv21 / 1 Gz3 x fG24,g x i0 �4 243 1
<br />... .. _ L�T) a� \ I\ i1 / 24°4 O� CAST RON MONUMENT A❑ A/C UNIT BITUMINOUS
<br />\ v
<br />��
<br />V
<br />- _ CATC BAS! D CABLE TV PEDESTAL -®sst - aL
<br />�--
<br />- -16.187 280
<br />_ K INE
<br />BUILDING SETBACK L
<br />1 c0239 ®1 �` ,,, 4 FLARE END SECTION ELECTRIC TRANSFORMER CTv
<br />1 _ ry \ _ l / n , :. 74 CABLE TV E
<br />\.__- \\ �`^ 275 \ ��a7s t 1 N GATE VALVE EO ELECTRIC MANHOLE
<br />l \, FCE l r x� CONCRETE CURB
<br />r
<br />rl
<br />CONCRETE
<br />� c l �.� � '1 ,� \ ` �27s � < GUY WIRE EO ELECTRIC METER
<br />�62.0 \ r
<br />cry / / �� HYDRANT © GAS METER 1 g6a� _ CONTOUR EXISTING
<br />Oi
<br />o �/ ry �E c L2:3 \ ` x Joti277 126 O SURVEY MONUMENT SET L GAS VALVE CONTOUR PROPOSED
<br />_ - / /022.2 \ 278 i • SURVEY MONUMENT FOUND -°-°-°- GUAR RAIL - Dr
<br />,r,, ` � " J� D DRAIN TILE
<br />crV_ l x/002.\ _ 1 H
<br />3 N SURVEY CONTROL POINT ❑ HAND HOLE Et ELECTRIC UNDERGROUND
<br />\ x x
<br />Q / i cry 1.3 / I SOIL BORING - FENCER
<br />x 162.3.5 LIGHT POLE
<br />�e 0 �_ l� r Z FO FIBER OPTIC UNDERGROUND
<br />`� \ HapE� 'r:.�.2 .z`�` cry 2.4 / �._�28 POWER POLE TREE CONIFEROUS
<br />2g \ � f TREE DECIDUOUS -- cA' G
<br />F\ .. �: _� cry 5 x 1023.5 SO SANITARY MANHOLE. AS UNDERGROUND
<br />R
<br />.�F _ o Q SANITARY CLEANOUT OT TELEPHONE MANHOLE °"u OVERHEAD UTILITY
<br />>✓ V 1 L_� I n `` 624.`_ \ zrr1C; - ll T- SIGN ❑T TELEPHONE PEDESTAL �+1111 ++ RAILROAD TRACKS
<br />cr _
<br />G TION TRAFFIC SIGNAL > SANITARY SEWER
<br />cr1 , L 1022.7 * ® STORMDRAINA OU UTILITY MANHOLE »
<br />STORM SEWER
<br />�.' \` ✓ s ' o TEL TELEPHONE UNDERGROUND
<br />(ST STORM MANHOLE [0 UTILITY PEDESTAL
<br />�\ / UTL UTILITY UNDERGROUND
<br />\ YARD LIGHT (iW)) WELL
<br />D NOTES' TREE TO BE REMOVED I WATERMAIN
<br />X972,5 FOUNDATION ASBUILT ELEVATION
<br />FIELD CREW NO. BY DATE REVISION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed TWP.118 - RG E.23 - SEC.34 FILE NO.
<br />USE CLUEING COPYING, DISTRIBUTION, AND/OR Land Surveyor under the laws of the State of Minnesota. QRS S�, Project Cit C r :InO CERTIFICATE O F SURVEY
<br />DH BRV 1!31/2017 NEW HOUSE PLANS CONY ANCE OF INFORMATION) OF THIS PRODUCT IS y Ry 1 Y'
<br />DRAWN 2 BRV 2/8/2017 STAKED HOUSE IN FIELD STRICTLY�'ROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s �� �o� E` I r P202-320
<br />EXPIRES WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 31st day of January, 2017. 2 Hennepin CoC O a "u GRADING ASBUILT
<br />BRV 3 BRV 6/1/2017 RESTAKE HOUSE IN FIELDAUTHOR TION CONSTITUTES AN ILLEGITIMATE USE AND \`\ PREPARED FOR. 1
<br />SHALL T REBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />CHECKED 4 BRV 6/16/2017 FOUNDATION ASBUILT O �150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />ALL RESP NSIBILITY. SATHRE-BERGQUIST, INC. RESERVES , c<+ c
<br />DBP 5 BRV 12/12/2017 GRADING ASBUILT N
<br />THE RI T TO HOLD ANY ILLEGITIMATE USER OR PARTY ��p i 4c,
<br />1
<br />04/11/16
<br />DATE LEG Y RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 �ti
<br />RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com FRS P 0P
<br />RECEIVED
<br />JAN 61-1 ZG18
<br />CITY OF ORONO
<br />
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