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<br />lozl.7 DESCRIPTION OF PROPERTY SURVEYED
<br />lot
<br />Lot 1, Block 2 RINGERSWOOD, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />1022.9
<br />N
<br />CD I o 8. =_ x 1022.2 • NOTES
<br />I 1022.0 _
<br />x 1022.0
<br />I/ ^T 6 x 1021.2 x 1021.3 x 1021.6 • Site Address: 701 Dickey Lake Drive, Orono, Minnesota, 55356 V /
<br />I x 1020.9
<br />x 1021.3 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 />1022.8 kk� I
<br />x 1021.0 1 /1TA o
<br />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 flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.)
<br />toll 3 / ' el Low per Flood Insurance Rate Map, Community Panel No. 27053CO363E, effective date of September 2,2004.
<br />x1021.4to 3.oThe Gross land area: 106,726 Sq.Ft, 2.45 +/- acres.
<br />n x 1021.2 FI�IP 1/2 x 1022.4
<br />71- 1022.2 o I 1I / ' / Benchmark: MNDOT Benckmark "2713 AG"= 997.593 Feet (NAVD88)
<br />� to II----------_-- 50 35 \ S87 47 55 E 420.14 x1022.1 ,' / xldl.9
<br />I ( T ( ,6� ----- 0 - / 22.2
<br />I \ 1 84 Oss - _ _ 26 x 1021.8 ,' / xLOW The current Zoning for the subject property is RR -1B per the City of Orono zoning map.
<br />I I 0 72 % - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />7 I s5 53 _ 03s - - - - - - - - � 3-4 WET 020.8 1/2'The setback height and floors ace area restrictions for said zoning designation were obtained from the Ci of Orono's web site.
<br />83 / -- __ / 2841 ----- _ 1021.2 Ln 11� P g $
<br />10 2.7 I 088 81 64 054 I -
<br />N � b 91 � � � 27 � 25 23 � 20 _
<br />o 9.o I 0ss 0 - / zz 17 5 SETBACKS: Front 50 Feet
<br />90 0
<br />o I x 1021.9 I Is ' i 1 LOW Side = 30 Feet
<br />o , x 1022.2 x 1022.2 \ 0321 / / 1 x
<br />6 j\ \ / 039 33 x 1022.1 X022\ I x 1022.2 287 J \�2�s 1021.7 I Corner = 50 Feet
<br />CO %- 63 62 704 �r I Rear = 50 Feet
<br />I I 0267 9998 I 093 061 040 032^ 31 \ 11022.003 ` \�/ 022.0 1 0206
<br />I 00 WE -
<br />26 0266 i / 073 55 49 41 l� 28 x 1022.0 CPNL / T ')288 ' u) XLOI 021
<br />I 97 79 74 (r-�;so 0r' \�� 029 ,,'/0is � 286 I los 1021 1 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 />x 1022.6 080 75 59 ` 1 9�1
<br />014 , I 3/JoET
<br />3-4 theyare not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the conclusive
<br />LOW Irestrictions for this site.
<br />012 x1021.5 I/>3SB'�-4BSBL BSBL BSBL BSBL BSBL BSBL- BL 4 46 x 1022.5 / i i / /
<br />N 1022.8 l0 9.I --- 50 -------- BSBL B BSBL BSBL eSBL BSBL eseL eseL BSBL x �'/ I 205 207 We have shown the location of utilities on the surveyed property by observed evidence only.
<br />16 _ ss BSBL �,BL--BSB--�,, 022.113 / / WETLAND �� w
<br />NO I • -� 1/t),269
<br />^RCRL
<br />/ _Lt-`'/,)�-2.6 eseL BSBL-� /+ _. _- _ - - #3 I x
<br />( 9 270 m 095 S x 1022.4 - �/ BSBL BSBL BSBL BSBL B BSBL 021.3
<br />/ \ ' \ 3-2 ET E 202 204 m 212 1021.2 = L
<br />-- I ET E Proposed Elevations
<br />, 42 BLOCK 2 0212 - ,. I 093-51 Proposed Garage Floor Elevation 1031.9 (1 DROP)
<br />Low Proposed First Floor Elevation = 1035.2
<br />x _ zol
<br />x 1022.7 x 1022.6 \ \ \ ` 1021.2 4t3z14 \ ------ x 30----�- LOW Proposed Top of Foundation Elevation = 1033.2
<br />N�6 LOT 1
<br />1 - � x 021.5 \ 0�
<br />/ °4g's�_ _ - W 211 xIC4Pdl43 Proposed Basement Floor Elevation = 1024.5
<br />/
<br />43
<br />T E / 2 0� 1.0
<br />207.4 �- x 1023.3 x ,02 _ 2 2 WET E \ \\ �
<br />77
<br />_ ' - / H,99 \\ \ LOW 1021. N 1021.1�4 TREES TO BE REMOVED:
<br />I x 1022) 271 �' �+ SILT FENCE- FQ P \ \ x1021.1 W LOW
<br />0 - - _ Q0� \ �z last -37 I 186 160 194 174
<br />N 123 ; - _ / x 10225 x 1023.2 4Q� H \�° / 188 159 198 199
<br />II I \ __ _ \
<br />1022.5 N I _ -,_ ^ r ' - `\ 216 x loz1.7 180 158 196 190
<br />C) `\WETLAND BUFFER _ ¢ /p,� / \\\ WETLAND BUFFER m I x 1.5 179 175 195 197
<br />zds x 1022.2 T x - �i 3 1021.8'x 218 I I _ ,' 189 177 191
<br />00 \ _- x 1622.3 / `\ m 178 176 232
<br />'I- - _ I `- i ` / r10 (oZ3 I \ 173 192 233
<br />00 x 124 \ - - i \ x `S%I / i156 OX X05#2 �7p x 1022.6 / `\\ n r_ _ � r I 'moi
<br />O % --'� - - - - - T- _ l °2287 r 23S) x,02.0 �' \\ _ I 172 193 156
<br />i �� -
<br />O 1 - x 1021.8 1 \ \ �\ / O (174 �_X � -' \ \,---_--__-fix-1021.E
<br />U) 1 ' \\ \\ / 157 h (/�Z¢2) \ x 1022.0
<br />10246 i 1-6 ' \ ------
<br />� � 1-4 ' / °S / 0 219 Offset Irons
<br />019.1 1021.6\\ WET / 0155 102211-8 a'' i PROPOSED zzl
<br />24.7 RET. WALL
<br />y \ WETLAND SE BACK CU cD (elevations are to the top of pipe)
<br />WET /Q'`�/ .:1021.8 m I OS #1= 1022.78 OS #2= 1022.87
<br />1-5 / / �\ 4 -WETLAND SETBACK G °s#3 z
<br />\\ 1-3 1 \ / 10�2-2g Q /02 ( 0---------- OS #4= 1022.27 OS #3= 1022.29
<br />\ \ - xl ow / , \� x 1022.7 Xio2¢oJ o SCREEN R ___ \ �i O OS #5= 1023.84 OS #6= 1023.79
<br />10.6 \ 1021.4 ET / /
<br />\ 021.7 Low �� 1 22. ry POR s / c M
<br />21.4 i � / 4 =,•- n,
<br />\ \ x Ol `� \ OS #8= 1022.70 OS #7= 1022.87
<br />cNv 1 \ \ 1021.1 �/ 1021.4 �\ -� , O Q x 1022.3 '102 x 021.8 / ?6 ( 222 r
<br />CD 1021.1 \ \ \ i. 1 -7 WET / \ / 4� , b r7p O 2.3/$-
<br />\ 247 \ DRAINAGE & UTILITY 1021.4 I a r 02X2/5 240) ai O o % X28 / \I _00
<br />_--- >/� 1 5/022 �__-----EASEMENT --- 3 cb f '0 (OX 24"m-
<br />- x 1023.0 - _ xLOW �_ _�__ 12 8 1022.2--
<br />_. »- - -- 1021.6 \ ' / 2.Q /
<br />00
<br />255 -
<br />lol .4 021.0 \ .'\ WETLAND 1-8 _ / / 3S C BEE /' 3 26 roe rr2 ) 702E , / I�%21.9 ,
<br />WETx 0,)W2 # �_ 10221 x / i' b ) r r 0 #4 - °` PN j 100X 8° I 01021.9
<br />1021.�ju22 1 10 133132 �i PROPOSED WALKOUT (1024.5 / 193 HOZ �� I O
<br />D 248 /� \ , � / 158 0 701 DICKEY LAKE DRIVE , 194 2.2; I , O
<br />n \ \ ' \ ' / O x 1022.4 iOj TFDN 1022.2 x 2-8
<br />LOW 0134 // ' O / \ 159 (1033.2) �� A 1022.9 x O 1196 0229 ,'/ I 1021WET.
<br />1020.8 \ N I 1021.2 �� ' '' / ' \ / 176 N �� 195 c V x 1
<br />05
<br />/ � 1-9 o i'�/ 102#8 0.__` N � 0 7Q FFE � �E (1' DROP) � �� � � I 2281 r ' 0225
<br />0249 I 1 T E i i 2.2°� 0 7Qeh (1035.3) 177 6 , 6227
<br />x -OW x1021.1 129 013 ro 1031.9
<br />1 \ / ism 11.5 0 ko 22. oB / ( ) 3.5 \ \O�p N 230 I /
<br />10 I.0' 128 28 9. 47 S TO 2 ' `- O9 �` �� m x 1021.8 2� 9 X26
<br />10220 v 1-1 / i o f \ \ r 0 N OP S 3Q. Jr r X�29� 1i I i , rloF
<br />1021.2 0 4 x 1022.6 �' / ` 0163 RROPOISAED ?9 22.6 O o 1 C i 5� ' F
<br />1 250 /; I 1021.6 257 I 136 �' 1542 161 �rO % _ uj 10 1.4
<br />111 1 \(�2 '6 137 / / ! 1� i26 (�295� ���703/,( 23.2 �9 6? -231 �� 1x3.3 �� / 2-1
<br />I [ �l 259 126 x 1022.4 162 r Q x
<br />��--- __------ / ��BSBC x 1022.6 \ /� I �,_� �` Y ^^ 10 3 J W W
<br />1.4 / I \ -- __ \ ;c; < 2 �(' i 23.0 237 � x
<br />101 .3 X \ 1 52 - - \ 02 x 1421.7 138 \ --� x 1021. BSBL\ °S#7 d _ / �I'234 2-�0 Ft�i
<br />1 1 256 � 260 / 8 X02 173 S 9 / x 238
<br />CITY OF ORONO
<br />SITE PLAN GRADING PLAN
<br />APPROVED
<br />❑ APPROVED WITH REVISIONS
<br />❑ DISAPPROVED
<br />BY
<br />DATE Z' ?? A- (I__
<br />/ 272 \ 52 set \2'8 /030 '� 1 ,_0 2,3 11 W I a5/ WETLAND
<br />1021.7 ^�r�' _ n2 t r
<br />I \ n 1 ) i j 1 x 139 46- / , ` Com. 1 1 ,0?3 g4 232 \ °�°\ COT u 021.4 #2
<br />1263 145 / - f-- - WET BSBC\ 1 - b o 0 \ \ 10 9
<br />ns � � p �lso � � \\ I I T 8 I
<br />1 254 \ 164 �` SET 26 - 233 \ 10 1.55
<br />u 020.5 I \ 1 262 140 / - Bq �� _ 180 $ 5� x LOW ET
<br />151 CK - ' _'^� / ,91023.6 102 235 \ a)i x
<br />z I \ / - / _ l W "�zl. / City of Orono
<br />1022.0 O 1 �� �� / \ \ 170 ). \ r 1021.6
<br />IN = c / 0150\ t #6 O I 1021.2 �xWET IC
<br />---tom._- I END IP 66/ \ t41 \ 144 / x 10228 \ r g 4\ /OS3 i ti3O 236 \\ \ I \ 1.0 z4 x 0W_
<br />r Planning & Zoning Plan Review
<br />10 9.3 - _ 20.5D \ / / �� ,\ �9 ��,.x IOg3.5 1021.3 1021.2 5 l �. - /�
<br />022.2 - 110 0264 �\ 4-11 0147 165 x 023.4 \ \ tj \ _ Bs `Y, ,c`1.$ / \ \ m x I022.X I 2-4 Site Plan Review Date: ORI ORONO
<br />701 - / E 4-10 r BSBC 70;`' / \ r
<br />/ APPROVED
<br />\ 1022.01 020-8-� _� x10 WET {� 149 4-9 I1�8�U23.8 0 \ BSBC 3' \\
<br />tj 2 g < �w T / x , �-_ J o 1 / \ 0242 x 1021.6 ❑ APPROVED WITH REVISIONS (see notes) Bearings are based on the Hennepin County
<br />02L8�-�� ELE \ 021. - WET / / \ cn �° BBC \
<br />02 - -� 4EEE / 102. O r 1 \ 1 ROP o \ BS WETLAND SETBACK _ \ W ❑ DENIED Coordinate System (NAD 83 - 1986 adj.)
<br />cr - ESE 4-1 �/ET ,i 4- / � i 1 / 1 � 1. sF OgE) BC x �
<br /><I 10 2.5 �� _ - crv�_ I.I O7 0171 1 r 1I SER ��
<br />___-- 1022.7 to \ Iss / E �� ` I \ / 20 10 0 10 20 40
<br />< v 02 . - C ESE _ WETLAND BUFFER- / xs 8 \ Staff:
<br />V 1022.5 j�_��� 21VET.7 / 4-802 = BSBC \ \X
<br />E - `1 WET / �� / 10 N \ BS 1023.5 x
<br />CV 021'1- - 021.1 \ PR I rn 8C
<br />S89°51' 12"E 56.96 _ �r WETLAND 21, oPo \
<br />0224-���ELE ` - _ T j 0182 Cg0 SED i rr �/ BSBC\ - x Io22.8 , \ SCALE IN FEET
<br />R=40 ��� 4-7 lQ X 1/ o x Bse `
<br />=15 3 11� �r� 7 WF 2 0 21 5/ J' 185 N 0 CF 244 x 1022.2
<br />0
<br />0 00 \ �\ ESE 4-4 x \\\ter 2 2 �\ , 164 ' cn S7�T FEN `�1 -`-! SURVEY LEGEND
<br />I ° 0 00 \� `- !y _��\ / 24� �J 524.3
<br />v ' 108 21 \°�2g crV �� 4-5 /yam / \ 1\ /r C q 1024.0 �`�` I O� CAST IRON MONUMENT[A] A/C UNIT BITUMINOUS
<br />V - - - - - - - - `crly_ 21 \ ` ` 1 X_ �X 186, 187 0280 I ® CATCH BASIN © CABLE TV PEDESTAL -BSe-BSBL BUILDING SETBACK LINE
<br />T - r cry __ 1 / C � ^ 274 I Q FLARED END SECTION ❑E ELECTRIC TRANSFORMER CTv CABLE TV
<br />� x 1023.6 279
<br />�I-V\� r r / 19, 0275 0 0281 N GATE VALVE EO ELECTRIC MANHOLE CONCRETE CURB
<br />1 °23. \ ���` elvT N � 279 1023.1 ` EO ELECTRIC METER
<br />I
<br />END IP /2" r \ 8 3i'4 0 x GUY WIRE CONCRETE
<br />61020.5 \ / CTV '!�2 C l \ HYDRANT © GAS METER - 96
<br />u ---- --.-�_ � r 10 � \ �____ PRO 0 - � CONTOUR EXISTING
<br />z a i ---- i 224 _ �lcrV \� " ` Wq TER E277 028 x 11 O SURVEY MONUMENT SET © GAS VALVE CONTOUR PROPOSED
<br />qlN 0276 • SURVEY MONUMENT FOUND -°-°-° GUARD RAIL DT DRAIN TILE
<br />2j,5 C 0� 22. /
<br />�/ I SURVEY CONTROL POINT 0 HAND HOLE Esc ELECTRIC UNDERGROUND
<br />2.3 x 1023) -X x -
<br />r `� OSED, CrV\ '\- \ I � LIGHT POLE SOIL BORING FENCE
<br />� x Fo FIBER OPTIC UNDERGROUND
<br />U `i POWER POLE
<br />L _ _ _1023.0 /2" HOpE�ERT� -__�' �,� ° \ cry EC �\ � l �\ � 028� TREE CONIFEROUS
<br />�� 29 C.F 4 2/�� n 1023.3 E�� 2.4 \ r�22./l 023.5 S TREE DECIDUOUS GAS
<br />r 5 GAS UNDERGROUND
<br />n I ITI /1T A \ 2 265 6, SANITgSEO C V J w 1 O SANITARY CLEANOUT O TELEPHONE MANHOLE
<br />ROPORY - �O\\ - T r T OHU OVERHEAD UTILITY
<br />1023.4 E« \ � SIGN
<br />❑ TELEPHONE PEDESTAL 11 " 11 " " " " " " RAILROAD TRACKS
<br />024.0 E 1022jP 9066 GROUND ELEVATION TRAFFIC SIGNAL ' SANITARY SEWER
<br />\tiyo �\,P 9066 == ® STORM DRAIN 0UTILITY MANHOLE " STORM SEWER
<br />�\ TEL TELEPHONE UNDERGROUND
<br />`1 0238 I 0243 ` i sr STORM MANHOLE ❑U UTILITY PEDESTAL UTL UTILITY UNDERGROUND
<br />YARD LIGHT O WELL
<br />4f) 024.5 i X DENOTES TREE TO BE REMOVED I WATERMAIN
<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 - RGE.23 - SEC. 34 FILE NO.
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR Land Surve or under the laws of the State of Minnesota. ERS 3V Pro Project Cit Orono CERTIFICATE O F SURVEY 31202-320
<br />CL,AT � BRV 1/31/2017 NEW HOUSE PLANS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y � RL 1 Y�
<br />DRAWN 2 BRV 2/8/2017 STAKED HOUSE IN FIELD STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s �� Fl
<br />BRV EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 31st day of January, 2017. _ I SAT H R E-BERGQUIST INC. Hennepin County
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND NPREPARED FOR. 1
<br />CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />DBP
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES , m ""
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY G O N Y EA HOMES
<br />1
<br />DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 04,
<br />�
<br />04/11/16 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com 'L PSP -10L DY.
<br />2-013 - 00►4co / N W [*V--
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