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I' DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 1, Block 2 RINGERSWOOD, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />1022.9
<br />' 10 8.9 x IG22.2 NOTES
<br />^T X 1021-2 1022. G \ - x 1022.0
<br />1.1021-3 x 1021-6 Site Address: 701 Dickey Lake Drive, Orono, Minnesota, 55356
<br />I 1 j I
<br />x 1020.9 /
<br />x 1021.3x 1022.8 I 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 />J x 1021." ( depths are less than 1 foot, areas of l % annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from
<br />the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.)
<br />1019 3 I ,/ / LOW per Flood Insurance Rate Map, Community Panel No. 27053C0363E, effective date of September 2, 2004.
<br />/ X1C21.4
<br />10 .0 The Gross land r • ] 2 4 + - acres.
<br />_ � . a5 � area: 06,7 6 Sq.Ft, 2. 5 /
<br />o I , n x G2L2 `M5 1/2
<br />I I ` - - -a 02
<br />IO -------- \ x 10221 - ZI
<br />Benchmark: MNDOT Benckmark "2713 AG"= 997.593 Feet (NAVD88)
<br />50 (--)36
<br />35 x 1022?
<br />I \ 1 84 67 ss - - - c - - - - � 2s x 1021-8 The current Zoning for the subject property is RR -1B per the City of Orono zoning map.
<br />I 1 �ZI 1 ;. ? 572 �53 ,may �`----- -- -- ------------
<br />FND IP 1/2
<br />I C I i _- s3 65 _ - / 284 , 3 4 'n 1020.8 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 />N 1 12.7 88 t 82 64 54 �. 20 1--------- -- -
<br />r
<br />o I l0 9.o I 89 �- .. sl 81 �34 z7 l L r)23 r\ ,7 ,' / i - SETBACKS: Front = 50 Feet
<br />- o I x 1021.9 \ �� I ` 1, 1s ' 1 ,s, I Side = 30 Feet
<br />o / / --- 1022.2 J .21 L�
<br />i �-^ 33 x 1022.1 X02 I - x 1022.2 ' 2135 021. I Corner = 50 Feet
<br />62 � 2� C -2& j / - .. Rear = 50 Feet
<br />I I 99 98 163 32 \ 704 206
<br />' 11) 267 - 1
<br />! - 1022.003 - /
<br />1 �.93 061 i 31
<br />I �
<br />,)26 266 1 73 � J 41 � 28 x 1022.0 CPNL / 288 / �
<br />160 i49 ��
<br />Y 29 i 208
<br />97 I I 78 79 .74 r j C 18 ty _� las 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 />5 } ,' ' 3-3 �_q 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 />0226 80 7559 { r L �t4 F
<br />g4gj; S C LOW I restrictions for this site.
<br />I t3SBL BSBL BSBL BSBL `76 i 46 x 1022-5 i �? 12 / X1021.5
<br />56 i , ' , f
<br />10 BSBL BSBL BSBL---�13gBL BSBL v ,
<br />z I
<br />10 2.8 --- i --------- 50 ------- B '� eSBL BSBL BSBL BSBL BSBL BseL eseL BSBL / We have shown the location of utilities on the surveyed property by observed evidence only.
<br />/ 1
<br />ss
<br />x 1022.1 I / zo5 WETLAND 207
<br />O ` I m ��JBL- - Svc= - o..e �vwL BW BSBL 13
<br />70 J r 95 x 10224 BSBL- - BSBL--BSBL BSL BSBL BSBL B #3 x 021.3
<br />(( C r / �\ BSBL
<br />~- ET E Proposed Elevations
<br />/ETC` yo m 212 0212
<br />_ 42 BLOCK 2 '� \\ 3�0 02 ,•, ? ' _' 093-5 Proposed Garage Floor Elevation = 1031.9 (1' DROP)
<br />021, / /' xi zol __ _ Proposed First Floor Elevation = 1035.2
<br />r \ 021-2 ,,,,
<br />- LOW Proposed Top of Foundation Elevation = 1033.2
<br />' N7 °4g - r . LOT 1 \ x 1021.5 \ 214
<br />6 m 211 x1�I43 Proposed Basement Floor Elevation = 1024.5
<br />57"w e 43 / ` \ \ 1 _ r
<br />x 1023.3 = NSyT E
<br />109.1 ( 207.4 a -- -- \ i -
<br />177 \ ET E -- 21x1.0 /
<br />` I x 1022.7 r / H PROPOSED \ 19 \\ LOWy�21.�- � 1021.1 e-1- / TREES TO BE REMOVED:
<br />X271 SILT FENCE-- (20 P Y \ x1021.1 - m -0`" , I 186 160 194 174
<br />I . X4 2 o3_t ,7
<br />x 1023 _. �) H / `-� \ ( / 188 159 198 199
<br />-- � ` x 10225 � \
<br />r_. I 180 158 196 190
<br />` 216 179 175 195 197
<br />122.5 - r t / \ \\ iv LAND BUFFER
<br />CN m x 1 I.5
<br />N \V. TLS, ._ B_=FER _ X/0243 (/o I 1
<br />o i
<br />_ 89 177 191
<br />245 , _ x 102'2.3 j 1021.8' 21s 178 176 232
<br />- -
<br />Xi1za \_ _ �' I _ - -� _ Ij?SJ l (�o230X 0S x 1022.6 I �17- _ __- �°_ I _ 173 192 233
<br />1 , / / 156 /0 z.-t,�/oz3s c� ( _ 172 193 156
<br />T- -- / 2 2s J-
<br />..-- X1021.8 i / ;174
<br />r
<br />I ` J 0 �r)157 X(/024. -•l \ - r x 1022.0
<br />gl
<br />z46 / , / 10�2 / r �? , 219 Offset Irons
<br />` / ` �, a_ 29 ! PROPOSED
<br />1019-11 1021.6 \ 155 / RLI. WALL - ` WETLAND SETBAC:.\ W (elevations are to the top of pipe)
<br />I I /\ WET y:� ��1 f 0s#3 1021.8 0D 1�0 OS #1= 1022.79 OS #2= 1022.25
<br />1-5 / / /-WETLAND SETBACK w G l0 - I -------
<br />04
<br />l SOW �' ;` \ \ ( x 1022.7 X(/o2 ; Sr' / 22/6 /O2� \ --- OS #4= 1022.85 OS #3= 1022.19
<br />10'22.6 \ \ 1021.4 ET / / ` ¢O � h RE - - /
<br />\ o a\\\l 1�J2 4 / SLOW \ /\ J1024� ` ro FOR - I O m l OS #5= 1022.87 OS #6= 1023.44
<br />N \\ \ �� _L [, 1I, !1L '.0 Alli ak x / 1021.4 ' /6.0 C1I O /O /� m
<br />\ , / „ o 1 /0 1.8 222 r I OS #8= 1022.41 OS #7= 1022.77
<br />2 1021.1 ` 1 WET h vj �O 8. 3 / ' -
<br />c� �. 1-7 /
<br />I v \ \ 1021.4 �, "� _ 5 24.0J / 0^ 3' F �// /�? / - \ I
<br />N X247 DRAINAGE &UTILITY p o / 8
<br />--------� ---1- TASMEi�iT - _ - / 1^t >,� 1 /024.8 5- r; l 4, m
<br />----- _ -
<br />Asbu It Elevations
<br />low , ` Lf 2.0 a'oF, = ,«�-...ter 2� 0 < g 4' e Floor Elevation = 1031.8
<br />ox 2
<br />_Y 29 `) J
<br />101 .4 1_ --- - /024'8 SOF /?-% y\ 70' $ { x421.9 I x io2ia Asbuilt Top of Foundation Elevation = 1033.5
<br />1021.0 2.. �rl� ,r WETLAND.:_ �11� X11-8 /� / 350 /ort3a 26 1 Ali _�1o2L7/
<br />WETx W 1 -- -- _'_% 1022.1 x)," WALKOUT /_ oS cPNL� m ?BOX 8" Asbuilt Basement Floor Elevation = 1024.8
<br />\ O d, 2 # 4 j 3 - - \ O CFf, n 193 s /0224 ` l 1021X
<br />IQ2, �1llz �hc I 132 - ? r
<br />D x`248 �, / 10 / j158 , 0 701 DICKEY LAKE DRIVE , /03 194 85 r ,
<br />I.
<br />Cf)
<br />\ AiL / / �' OO/ \ n-, '"� A ` 1 9ry1 196 - 29 // I 2-8
<br />{ / 134 // �' ' / 1022.9 x 0 , W ` 1
<br />\ / o :; ..,,, •.,,�_ VJ i n-) OS 159 TOF- �'' S A \ (�j -:J..' _ _ z _ m •1C12A.:
<br />1020.8/ / J ,'` 021 i i d / #8 h -x,176 N 195 rn
<br />ry � 10.22. ^ �/ M 1033.5 � ` �! � 228, m t
<br />o 0 7 O _.
<br />177
<br />1- 9 cu l\ \ ti I. _ - i 225
<br />249 � / , �h � � -.. 0 � , 227
<br />�\ ! 1 nsrs i Ic21.IL 3s i' �l 20.0.16 //.5 `r B o / / 35 �` 0�06� T -.230 iI /
<br />! l 129. �t31! �r 25 tl
<br />1 \ 1-1 128 / m/ \ \ ai S T r 03 s`09� �l� o f ' /-..- ' 2 9 1
<br />CIO1022-0 D t/ ' 0 PROPOSED/ �r 9.0 OOp 30 5 x(29) li I / G x 1021-8 x26
<br />PR P / F ,
<br />c� { x 1022.6 - / cn 163 / O / Z x
<br />� 121.2 -a-
<br />\ / \ �` / i J
<br />G I �1
<br />f 1 _I ; 257 t2 136 IS 161 RET. WALL/O 29f / Vj `�\` 5'- 25� i
<br /><2s s) <., (/o o J % < m / 2-1
<br />o \ 250 t �r� Z�/ I ' \ <29. tii X 6.
<br />258 / O 3/.6 , 231 I / / {
<br />\ 1 1 259 lYr 25 0126 ' x 1022 4 162 \ N (288 ^� 9.0 x023.3 x
<br />r\�'B 102.0 3.
<br />1 / l SBL\ x // G . i i0 102 % \���X�/ 2 0) 237
<br />l0? 4 ----------- ----' ass OS \ �; F ! �5 I -, ;l' 6.
<br />II i 1 260 272 41.7 �ry134
<br />` y
<br />IOI 3 \ 52 -- - 261 ? 13s x . 1./3 L\ BS `:1022 �� Og Ic 2 „ 238
<br />zss l f - e1-\ 1 �0 S �9 i 0.0 / #5 ` / 1 m 1 /: / WETLAND
<br />i'136 146- /JC"J '52 / B C 30 \ l ?281 / / N� n J:' -1 #2
<br />I 1 k x 1021.76 - / _ / ,`g 0172 \ r I b�° 32 I m COT
<br />i 1 ' /� 263 145 ----` _ - -- ` ` WETS sBL\ / / \ O o / / \ 10. 39
<br />I �t l� - B 179 / `� -� T 8°
<br />164 �� NQ S � ` ` BL /�2(S � / O -190 i � QQ'k� 233 �
<br />N I �I 1020.5 - - tr 1162 140 151 / ` \��`�-'/ - �`�1 CS
<br />041023. 28y� /� ` m LOW IL,L_ f
<br />/ _ 0
<br />0 1022.0 \'O i 4 253 -� --_ ��.� / \ / L / \ �17p ` \ /02� \ \ 6 t� 1✓ / r235 �\\ \ x1021.6 IU2L
<br />. I / / \ a
<br />IN = �_ . 1 , 14' 3144 / 150 \ / � 1pS#6' l \p�� ? x IOg3.5 I \ 10213X4 1 WET x L
<br />nr, x 1022.8 23.(4-3 , / 236 1021.2
<br />- 1 �� .5 F'dC IP/ t 1 ��, 7 A ��
<br />10 .3 n z 1 - I 0.5 a 4 \ j 264 /j147 / 023.4 / BtiyyT m x 1022?
<br />022.2 x h _�.Z (� 4-11 165 �\ _ aha / /� w
<br />_�i /_ q_1p l '�� ftt ,;,j s m 2-4
<br />701 - 1020 _ \ '. _ WET 149 4-9 !/ /8/�` 4 8 \1 01- / \`
<br />I,
<br />1022.01 < _ , �_ _ x 1 / \ 242 x 1021.6
<br />1021 -�- E
<br />I LE ------ -R)2I ��� , � p/ , l \ 1 ROP O L\ // WET -AND SETBACK \ \ i
<br />�S < --'= e --C7�_ ELE 4-1 $hLET ; 4- ^�t43 / O 7 168 (n ! SER OSE �L ---�\ m I /
<br />'- �_ LI 171 r W
<br /><. 10 2.5 1022.7 .1 - ,. ----- L` cry -_ ELE _- - _ r NETLAND BUFFER-, 1 0
<br />j�2T- o� 1 166 t1-
<br />F� \_� 21 4 8 J / es
<br />-<- 1 102. c y /
<br />V 1 10225 -S LE 021 i- I. �� WEl / �2\ 1 I IO N BL\ 1023.5N
<br />cry L / - WETLAND - -� -1� \ 1 pROpO it A BSBL_, I
<br />t0 EL T / - _ T x182 C S i 1 / ���
<br />� l 22.q-_� E ` � \ 7© ED / I =. &Se y- x 102 .
<br />v� T_� u l
<br />4-7J 8OX Lam- 0° \
<br />- - - - �,. i`�ery EL'S 4-4 �� �� Af/ -'WETS/ 1 c1g�X22 , Sit184 � 5 �YYJ � � f Si/TlENCF � B L� -
<br />7 �Y \ l - �_ L \ �1 1 /� \ 24
<br />--��-_. - / `� ` \� / l l I \ o // 024 4 243
<br />_ 4-5 = �- i' ..SET / \ / t\ /! -
<br />_� / .. / \ '
<br />1024-.� � '-- U CAST IRON MONUMENT
<br />21 7
<br />/ 186
<br />_ -- ------ 1 121.3 - 4-6~�
<br />� `� cs %187 - `280 ® CATCH BASIN
<br />r
<br />- - - -- --- -- V 74 SECTION
<br />/ --r--- --__--- cry \- _
<br />75 1023 6 7 81
<br />C '2 1 Q FLARED END
<br />.0 2 ROCK 2 x �r2 9 � 2 GATE VALVE
<br />� ---_ - /\ cry �, �. � 6
<br />FND IP I/2° \ �',023 i 18 / ENTRA/V RM x 1023.1 GUY WIRE
<br />- LI020.5 \\ \ cry 2 c� / CE _ p 276 � HYDRANT
<br />ROp r 2
<br />l ' `/ \> x" wqT OSEQCs'zn x 1t O SURVEY MONUMENT SET
<br />���� cry . CRM i zs
<br />c f 022. �/ qJN ,278 • SURVEY MONUMENT FOUND
<br />I -- - - - s CONTROL POINT
<br />\J \ � SURVEY
<br />PROP r/ ,' � Cry 2.3 \ � \ x 0'? .:.I
<br />OSEQ - - LIGHT POLE
<br />crv\� c��� �� 28 `� POWER POLE
<br />1023.2 \ r v: ? \1p22!l 5 1023.5 �S SANITARY MANHOLE
<br />/11 IT) <1T A \ ROp i y
<br />11-_L/ I /� \ �\ ` SgNITA Y©-__� 1 �-\� �� � ��2 `\ o � �T� Ji O SANITARY CLEANOUT
<br />-1023.4. �� `G `ELE \ FNp T SIGN
<br />24 E Id22.l1P 9066 972.5 GROUND ELEVATION
<br />906E 02,STORM DRAIN
<br />10.4 sT STORM MANHOLE
<br />� YARD LIGHT
<br />10. 4.5 !1 _ X DENOTES TREE TO BE REMOVED
<br />FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING DISTRIBUTION AND/OR 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 TWPA 18 - RGE.23 - SEC.34
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adl.)
<br />20 10 0 10 20 40
<br />SURVEY LEGEND SCALE IN FEET
<br />®
<br />A/C UNIT
<br />T-1
<br />CABLE TV PEDESTAL
<br />`]
<br />ELECTRIC TRANSFORMER
<br />OE
<br />ELECTRIC MANHOLE
<br />vE
<br />ELECTRIC METER
<br />©
<br />GAS METER
<br />OO
<br />GAS VALVE
<br />-°-°-°
<br />GUARD RAIL
<br />L
<br />HAND HOLE
<br />FENCE
<br />SOIL BORING
<br />- FIBER OPTIC UNDERGROUND
<br />TREE CONIFEROUS
<br />GAS UNDERGROUND
<br />TREE DECIDUOUS
<br />'?
<br />TELEPHONE MANHOLE
<br />❑T
<br />TELEPHONE PEDESTAL
<br />«----a
<br />TRAFFIC SIGNAL
<br />©
<br />UTILITY MANHOLE
<br />I]
<br />UTILITY PEDESTAL
<br />M
<br />WELL
<br />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />CL,AT I BRV 1/31/2017 NEW HOUSE PLANS Land Surveyor under the laws of the State of Minnesota. QRS SUR Project City: Orono CERTIFICATE O F SURVEY
<br />CONVEYANCE OF INFORMATION} OF THIS PRODUCT IS �� L' 1 _ Y
<br />DRAWN z BRV 2/8/2017 STAKED HOUSE IN FIELD
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s ` - . - �� Hennepin
<br />EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT SAID Dated this 31st day of January, 2017. � /i� j ���•..\ � p Y FOUNDATION ASBUILT
<br />BRV 3 BRV 6/1/2017 RESTAKE HOUSE IN FIELD AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND O N S /� T H R E_ Q E RG til U I ST' INC. In County p�� ����
<br />CHECKED 4 BRV 6/16/2017 FOUNDATION ASBUILT SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4'766-`6•0J00 PREPARED FOR: A 17
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES � 2 Lo
<br />DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES G O N Y EA HOMES CITY OF ORONO
<br />DATE RESULTING FROM ILLEGITIMATE USE. David B. Pemberton, PLS Minnesota License No. 40344 c'L��
<br />04/11 /16 pemberton@sathre.com FRS P LP
<br />FILE NO.
<br />31202-320
<br />1
<br />1
<br />X17- - 004W Fourtocah(3n A-�- 13ui t�-
<br />BITUMINOUS
<br />�ssL BS3�- BUILDING SETBACK LINE
<br />- -
<br />CABLE TV
<br />--
<br />-- CONCRETE CURB
<br />CONCRETE
<br />_960-
<br />= CONTOUR EXISTING
<br />sso
<br />CONTOUR PROPOSED
<br />DT
<br />--- DRAIN TILE
<br />ELC
<br />ELECTRIC UNDERGROUND
<br />-X-X--
<br />FENCE
<br />Eo
<br />- FIBER OPTIC UNDERGROUND
<br />ens
<br />GAS UNDERGROUND
<br />oHu
<br />OVERHEAD UTILITY
<br />HHHHHHHH
<br />4 RAILROAD TRACKS
<br />>
<br />SANITARY SEWER
<br />»
<br />STORM SEWER
<br />TEL-
<br />-- TELEPHONE UNDERGROUND
<br />UTL
<br />UTILITY UNDERGROUND
<br />WATERMAIN
<br />CL,AT I BRV 1/31/2017 NEW HOUSE PLANS Land Surveyor under the laws of the State of Minnesota. QRS SUR Project City: Orono CERTIFICATE O F SURVEY
<br />CONVEYANCE OF INFORMATION} OF THIS PRODUCT IS �� L' 1 _ Y
<br />DRAWN z BRV 2/8/2017 STAKED HOUSE IN FIELD
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s ` - . - �� Hennepin
<br />EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT SAID Dated this 31st day of January, 2017. � /i� j ���•..\ � p Y FOUNDATION ASBUILT
<br />BRV 3 BRV 6/1/2017 RESTAKE HOUSE IN FIELD AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND O N S /� T H R E_ Q E RG til U I ST' INC. In County p�� ����
<br />CHECKED 4 BRV 6/16/2017 FOUNDATION ASBUILT SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4'766-`6•0J00 PREPARED FOR: A 17
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES � 2 Lo
<br />DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES G O N Y EA HOMES CITY OF ORONO
<br />DATE RESULTING FROM ILLEGITIMATE USE. David B. Pemberton, PLS Minnesota License No. 40344 c'L��
<br />04/11 /16 pemberton@sathre.com FRS P LP
<br />FILE NO.
<br />31202-320
<br />1
<br />1
<br />X17- - 004W Fourtocah(3n A-�- 13ui t�-
<br />
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