|
I I I /- -\ r_- I I INI 7_ �- -7n T r_- -7F-) n I I
<br />L_ U � L_ L_ I I V L_ " I /-\ 1 L_ 1 1\ /-\ I L_
<br />.�:
<br />:Lr /
<br />�: 1/
<br />m.
<br />I - n I I r1 I T /1 [) I I �� 11 I \/ I I /1 N I N I /1 ^
<br />X 971.6 / V V I I �/ I\ - - lJ L� V I V I `: I �/ I V 1 V L/ . L L
<br />x 969.7 2 X 968.6 I x 967.8 x 966.7 x 964.6 x x 963.1 >; 962' x 961.4 x 961.2 x 961.2 x 960.7
<br />x 965.0 / 963.6 x 963.0 x 962.2 /
<br />IFIND I/2 g695 x96a.4 1 96NS N89°5 ' 4"W 345.73 ,6� / / 960.4P /2 9606
<br />x
<br />9663 \ 965.2 ® ��� WE\/-3963.7 x 962.9 x 962 3 9678 9g/4 x 961.3 6// 9612
<br />I � ° 963.
<br />\ - '� \
<br />,.�. 1 \ 1 � � \ EDGE OF
<br />,T' ` 1 '------ DELINEATED ----__ ___
<br />I \ \ \ \ WfT \ WETLAND
<br />\ ,o \ s64 4/ i,il _ \ `, \
<br />Ix` 972.0 \ I \ \\ \ I \ \ \ \ \ WET _ \ \ m
<br />\ x 971.4 1 / I-g \I m x 961.0 x 960.7
<br />I �\ \ \ \63.3 WET 962.5 x 9623 x I x 962.2\ x ! x 961.5
<br />. I \ \964.0 963.0� I
<br />33 '.3, • I x 971.3 970.1 xl 9 %9,- �i--k ,9, 965.9 x 965.0 WET �- '� w CO
<br />I \ , _ 962.5 7 WET 1_6 - ��
<br />/ - i o°'�/ P -� b\\ \ \ 962.2 WET / 1_5 ___x w w
<br />l
<br />96
<br />..: .
<br />l � WE 2.2 \
<br />�yy',� SAND
<br />: '" I less - lose - less - less -lesB±less-lase-18sa;-less-less-less-less lase---'�ese-iese-iese-�ese _ \ eUFFE \ \ \
<br />,_. I \ \ � -
<br />ND -w
<br />��9��� \ S TB \
<br />961.4
<br />. I 0 / ° ' � \ \ \ ACK \® ' � _ x 962.8 x 962.7 \
<br />( , ^�� Qt� \ � x 963.4 � - _ x 962.4
<br />I x 972.8 972.8 x I �� � 0� \1. \ \\ x 965.1 x�J64.6 K CPNL � 9 I' WET / 1-1
<br />I i \ x 971.8 �\ 9> \ \ ��� \x 965.9 6`� 2�8 i 962.1
<br />\ ,k \\ 0 x 966.9
<br />`D
<br />9 'bf
<br />� \ r Jai\�\ \ �\_
<br />} ,
<br />o� I /� aq Sao. /, O \ \ /
<br />, 8 `1- . l
<br />/ +� \ F �� �s N \ 1 > x 96 .I \ x 963. x 7
<br />\ 9)?2\\ )j� \
<br />____/_
<br />x 971.8 ^� 9j\ 6\\ \ \ \ �/ x 963.5
<br />:.....:.:, f----- 30-----yl 9r 8�, \S, % \x -- 6�x 965.8
<br />- T
<br />\ /
<br />-�-i\ \ x 967.E I 63 N lo" x 963.5
<br />I \ \� / �o� I 963.1
<br />x 972.6 I / . Y/c
<br />)/ \ I x 963.2J \S(� x 963.3 / 1Tot /1 x J63.0
<br />Ix 973.4 / 9�.6 r� \ // \ I 64,2"' I
<br />\ \ \ ' 64.2
<br />9�X� S \ I
<br />x 972.8 6 I
<br />x 972.3 �\ \ x 964.5
<br />\) 4 ) �ox 968.9 x 967.4 x 964.4 \ } lo
<br />P o" -
<br />I �I � / i� \ \ I x 963.5 x 963.3 I 9 .1 u7 T.�
<br />S \ \ x 963.y� _' \\`_ O / /�2 xl i
<br />�. \\ x 2UJ 30 - c0
<br />r, �o �\ �-- \/-I \T
<br />x 972.4 0 9 1 \ x 65.6 I N L. /
<br />, ` \S
<br />,, SWING ,
<br />o ��s PROPOSED 1
<br />` x 971.9 SET - \
<br />N 12'
<br />x 971.5 x 971.8
<br />/ mw x 969.4 \ 1 I\ LIFT STQ4�4"6 x 963.8 x 963.8 x 96 0
<br />/ - x 68.3 S MH 963.9 m / IO
<br />l r O
<br />4k64.7 / , o
<br />/ I x970. \ � �----- I r� x 66.8 O
<br />�- -SMHIN O .. -
<br />- - - - - - - - _ x 970.1 \ x 967.5 964.4 - 964.3 I / 966.6 67.3
<br />xj x 970.3 - - x 969.E - xz969.0'� - x 9 6. - _
<br />r > S� x 964.3 x 9It) - - 8
<br />m rl x 971.5 / \) / 968.3 966.7 \ � ANKS x 964.3 1 I / cb .-� - -- -
<br />970.4 970 2 968.6 9 0 7 7
<br />. : x 71 3 �\ �� 68 5 6�, 5. 9645 \ T/
<br />: ,: g �4
<br />x
<br />970.E ,
<br />O _'_-,--.-------------- 964.6
<br />--------------------------------------------------------------
<br />t' . / 61.6 24;2 9 968965.2,e-964. 964.7 x 964.8 x 1 7 3 96 I x 968.7
<br />68 x 964.7 \i �O^
<br />- / I x 970.9 x 97L2 970.3 x 970.6 x 970.8 x 970. II
<br />x 971.3 A / 970.3 o�Z'97 ECK SCREEN __ �__ __ 9615.Oh
<br />O n 970.0 , PORCH 65.1T* 965 3 * �\ coo x 968. 10" I
<br />� I--1 . / x 971.I I
<br />. / / V 970 I- x 65.E 965.1 906b.1 18.0 O � j x 965.0 �`O �.0
<br />/ N, N 7 971_7 971.7 _ I �_ _____x_9 5. o, 968.5 I
<br />EXISTING x 970.�5 x71� 1 97 7 °° �P+N SOAP. rn �5 5 x aF� LAND CAFE \-_" 9� ---- II
<br />� O : / I GARAGE / ?970.5 971.0 l' 0971.5 57.0 1 20.0 . 31.7
<br />nl WOE= (D cn PIN ^2"*J
<br />cD i x 970.7 0 c w,L. 992.0 j 965.6 m� in 9 8 I 969.5
<br />GFE. o
<br />u7 ..:,/ :: J 970.6 V I 0 I o m 969.2 II
<br />O 2.0 1 o x 969.4x 9.3
<br />O - .*"
<br />P x 970.3 o tnI
<br />p ��,--:--:---------------�- - 1629 970.E s moo. ol
<br />� EXISTING WALKOUT i N 1 � PI 12�' II
<br />°O----------------------X 970 7---------� °�\\--------- x 970.6Lo e 24`97Q: 9� k 970.5 J1 2.0 2790 WHITE OAK CIRCLE 1- o
<br />MM .�- 0 96 .4 *
<br />(n FBI D I J o \ 90.9 I. 971.E GFE= I h^ I x 970.9 o, \ 97� • O I ,0 971.8 1 8.0' ° -x 969.E 99 969.2-- I
<br />ll
<br />c'o 70.4 970.6 71.E I FFE= I I
<br />._ 1 __ 61 969.9
<br />-� J
<br />. m o 971°7a cool /� °\1 V 197 12 I I x
<br />...
<br />O
<br />\ 7--------- - 969.
<br />\...I. . r c� � \ a a 14 22.0 j 9.5 7 N + �'4, 19 x I II
<br />r x 970.6
<br />:.-:. ... ,.. ..:. \ ,rem a I u� 75. /
<br />97
<br />r `.... r .
<br />,....:[t.z. :. \. ... P4 971.6' x 973.8 +
<br />.::..:... m
<br />v�. „ . ::
<br />/� ...:.::.::. X. �..:. ` , .. `� . x ' .: ST P S� -
<br />- p� o z
<br />x 969.6 3.4 ._ 969
<br />>_� * . * . . * / x 961.1 1 �.
<br />970.3 .: 4.0o 04.0 x 2� M
<br />x 969.9 x 970.4 .:.: -.:..�
<br />969.2 >S p ' _ .. ,... :: - ` .. ....:;,\`: iy 14.0 N x 969.3
<br />7Q ^>' 970.1 I
<br />�,�//-�-_:973.w Jo�� x 971.4 I 968.9
<br />x 970.4 q 9.8 969.9 \\ .: .970 4: J
<br />v1. / 1.x969 \'.. 1. . , ... ° a 7a' . \ a 9 40, \\ I
<br />969.8 x 969.5 . \ .'..':: .... . 9�p 4 s� 9�/ 6 97L 972.2 973.0 973.2 D °A w�/ x 970.
<br />Q I �' , .
<br />I x 970.4 / x 969.2s. ".: �;.> .;...: \ . \971.9 I I /
<br />l , \ sr iI---1\ \ o / \ � \x 69.9 x-972.0 \ x .. �x 970.7 \ \ 972. \ \ 6x965IO x 968.E \o0.: \ ,..;. \ / \ /\6 �.
<br />`.: m x 968.4 x 969.7:......... I .t \ �
<br />x 968.8 �� 0.1 3411 0:.':,...::.. �` 32' %\ \\ \\x 968.9
<br />�:.: x 969.3 969.1 969.1 co 968.\ ®WELL
<br />is \
<br />\ /
<br />0 970.5 �/ \ \ \ CHECK CP L 955
<br />.: \ 7 \
<br />rn
<br />/ \ _ �
<br />\ \ x 967.3
<br />- � 968.1 _ .. ,P k 968.1 � 69.6\ %\; \ --96�
<br />k m IRCr- IRV Q. .:.. iRV� x 968.6 /�-� \ \\ \ x 967.
<br />of / / x 968.6 / / 967.9 .: ..�:�' IRV \
<br />-968. _ N
<br />�_ \
<br />����O,�
<br />\ / x 967.3 x 967.1 x 966.4 \/� \ \ \\ \\ 06' \\
<br />�C \ 0
<br />m 967.0 x I x 967.6 0 o , . _ / \ NN x 967.4 \\ \ 6Cf g \\ 65
<br />� \ Ln � \ N \\ \ \ -°-
<br />/ 66.0 \ `:'":'.''. '� \\ x 966.E \ I \ / x 966.5 0 \ ��965.5
<br />x 965.I ..,.�._.
<br />/ / \ _ - I x 965.4 \ x 966.2 ? .. x 966.4 \\ N \ N..
<br />rn ; - ..::
<br />/ _ .\,:
<br />r:i rn / / � / e8 ~' '.. \\ x 965.7 \ 965.3 ..0 : `' bNa:. _
<br />x e� c�.- .. x 965.5 \ \ x 965 Q x 964.9
<br />......:....... `... :.: Y
<br />L_____30 -
<br />---- x 964.7 964.5 / , z 0..- \ \ Q \
<br />�/ . / 965.5 x0 x 964.9 "964.6 Ln .>.:: m x 9C5.2 C. \
<br />...I.. _
<br />,
<br />e59` D ' \
<br />x 965. Q6
<br />x964.3 B� �...W. :. .
<br />:1 ;' \
<br />Z I 963.9 ..:: \ o x 964.9 96N \\
<br />�.. I \ - /e�`i x 964.4 c'o �i.: x 965.0 \ g
<br />...::...`_,.( . \ 64�„ rn x 964.8 \ '96�`,.` ... .'",., \
<br />l'
<br />I \ x 963.7 - ,. rn
<br />�i
<br />�e rn cr
<br />I
<br />m Bssl ...:...; x _ ..
<br />L-B�L- x 964.3 11. , '<.. 0 9 4. 6�:9. \\
<br />.......,
<br />, x 963.6-eseL-� o). * .... .........96, .:..::. '' `� \
<br />�. I `BSBL-BSBL-BSBL eseL asBL x 964.6 w \ x 964. ..
<br />o: 963.3 x 911 \ x 963.7 / ...
<br />°. } �. < .
<br />... ........:..... \
<br />I ::-';
<br />, I x 963.2 I - i CK CHK 11
<br />\ _ CHE N. 5g'
<br />61.e: .
<br />/ 4.
<br />6 g .,.::: .. ... ..
<br />o ......: I 96
<br />I a
<br />Q
<br />/ E :.
<br />I
<br />g�.
<br />,,
<br />o gf 4:6:: .,:: 1.: ' :.:.: 0. :
<br />I
<br />. _ . . : .:............
<br />INV- I I
<br />9...:, .., ... :...:•...:..
<br />33 3. 964.0 ,. .,:.., < ..
<br />96L2
<br />96 .
<br />.. .
<br />/ 6
<br />.. -. .. 1...
<br />�6 I g
<br />4. 8.
<br />v . , ... .
<br />.
<br />N .., .. .
<br />.. -
<br />.. ..
<br />.. . . < . ,n.. ... . ,
<br />. .. :.: ,... .. -
<br />... .. - -
<br />1 . :6 .
<br />,
<br />, . , `:
<br />.
<br />rn ,
<br />.. . ....
<br />.
<br />.
<br />. .. ;. ..... .. .. :
<br />... , .. .... .. :... .. .
<br />.. .
<br />. .,
<br />.
<br />.:, .:..:.... V
<br />,:
<br />:. , >.: ; I..... - �64
<br />964,6..::.. QO�� \\
<br />i .:: _ o o /
<br />. 965.. 9E4 .. - - - �1 - 96D.9P 1/2 D%3 3pp 0O \\\
<br />l / , :...96,5..2......1. .89 54'5 "E 83.15 - R \
<br />/ j _� 1 \\
<br />INv= \
<br />/ / 958.6 1 \
<br />*5'
<br />/ / I
<br />oI / / 1
<br />I. / I I
<br />01
<br />O i
<br />� I
<br />I
<br />I /
<br />I
<br />I
<br />I
<br />I FIND IP 1/2 -
<br />955.9 ______
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />1)
<br />Tract C, Registered Land Survey No. 1447, Hennepin County, Minnesota.
<br />Subject to an easement for roadway purposes in favor of Tracts A, B, D, E, F, G, H and 1, Registered Land Survey No. 1447 over that portion of Tract C lying Southerly of the
<br />following described line; beginning at the Southeast corner of Tract C thence Westerly to a point 50 feet North of the Southwest Comer of Tract C and there terminating as shown in deed
<br />Document No. 1257074.
<br />STANDARD NOTES
<br />1) Site Address: 2790 White Oak Circle, Orono, Minnesota 55356
<br />2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon.
<br />3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0301F, effective
<br />date of November 4th, 2016.
<br />4) Parcel Area Information: Gross Area: 106,106 s.f. - 2.436 acres
<br />R/W Area: 12,266 s.f. - 0.282 acres
<br />Net Area: 118,372 s.f. - 2.717 acres
<br />*We do not affirmatively insure the quantity of acreage set forth in the description
<br />5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: MUKHTAR which has an elevation of 971.74 feet (NAVD88).
<br />6) Zoning Information: The current Zoning for the subject property is RR-1B (One Family Rural Residential - 2 Acres) per the City of Orono's zoning map dated December 2021. The
<br />setback, height, and floor space area restrictions for said zoning designation are as follows:
<br />Principal Structure Setbacks - Street(s): 50 feet (White Oak Circle)
<br />Side Street: 30 feet (Old Crystal Bay Road)
<br />Side: 30 feet
<br />Rear: 50 feet
<br />Height: 30 feet
<br />Hardcover: Exempt
<br />Please note that the zoninginformation shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator
<br />Y g typ g g
<br />for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning
<br />process prior to any planning or construction.
<br />We have not received the current zoning classification and building setback requirements from the insurer.
<br />7) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are
<br />unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution
<br />must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on
<br />the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />8) Wetland Delineation: The wetland delineation was performed by Anderson Engineering of Minnesota, LLC and was flagged on May 11, 2022. Sathre-Bergquist located the wetland
<br />flags on May 17, 2022.
<br />9) White Oak Circle crosses over the southerly portion of Tract C. We have not been provided with an easement for White Oak Cicle. The legal description on the deed mentions an
<br />easement over Tract C, but the described easement does not cover White Oak Circle. We suggest the client contacts an attorney to resolve this issue.
<br />Existine Hardcover
<br />Lot Area
<br />= 106,106 S.F.
<br />White Oak Cir Area
<br />= 4,186 S.F.
<br />(excluded)
<br />House Area
<br />= 2,179 S.F.
<br />Garage Area
<br />= 779 S.F.
<br />Bituminous Area
<br />= 29321 S.F.
<br />Concrete Area
<br />= 692 S.F.
<br />Retaining Walls Area
<br />= 25 S.F.
<br />Deck Area
<br />- 246 S.F.
<br />Total Area - 6,242 S.F
<br />Coverage = 5.88%
<br />PrODosed Hardcover
<br />Lot Area
<br />= 106,106 S.F.
<br />White Oak Cir Area
<br />= 4,186 S.F.
<br />(excluded)
<br />Proposed House Area
<br />= 3,209 S.F.
<br />Proposed Stoop Area
<br />= 96 S.F.
<br />Proposed Porch Area
<br />= 252 S.F.
<br />Proposed Deck Area
<br />= 165 S.F.
<br />Proposed Concrete Area
<br />= 1,936 S.F.
<br />Existing Garage Area
<br />= 779 S.F.
<br />Existing Bituminous Area
<br />= 897 S.F.
<br />Existing Concrete Area
<br />= 54 S.F.
<br />Total Area
<br />= 7,388 S.F.
<br />Coverage = 6.96%
<br />20 10 0 10 20 40
<br />SCALE IN FEET
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />_a�
<br />���LJLJ��Ow
<br />�`°-�� LONU �
<br />n
<br />J"
<br />\o\m �\�.v�o.$
<br />a�o..s _
<br />af� m
<br />4 ,o
<br />m
<br />��JD
<br />��
<br />�� x'«s
<br />=� ° -ate
<br />�
<br />". +
<br />a,,. � U
<br />V
<br />I
<br />C
<br />I
<br />N
<br />N I
<br />O T
<br />Y
<br />S
<br />C M
<br />A A
<br />L P
<br />E
<br />Proposed Elevations -WO
<br />Asbuilt Hardcover
<br />Proposed Garage Floor Elevation
<br />= 971.9 (2' Drop)
<br />Lot Area =
<br />106,106 S.F.
<br />Proposed Top of Foundation Elevation
<br />= 974.2
<br />White Oak Cir =
<br />4,186 S.F.
<br />Proposed First Floor Elevation
<br />= 975.9
<br />(excluded)
<br />Proposed Basement Floor Elevation
<br />= 965.5
<br />House Area =
<br />3,209 S.F.
<br />Stoop Area =
<br />96 S.F.
<br />Asbuilt Elevations
<br />Porch Area =
<br />255 S.F.
<br />Asbuilt Garage Floor Elevation
<br />= 971.8
<br />Deck Area =
<br />179 S.F.
<br />Asbuilt Top of Foundation Elevation
<br />= 974.2
<br />Concrete Area =
<br />517 S.F.
<br />Asbuilt Basement Floor Elevation
<br />= 965.6
<br />Garage Area =
<br />779 S.F.
<br />Asbuilt First Floor Elevation
<br />= 976.1
<br />Bituminous Area =
<br />2,939 S.F.
<br />Ret. Wall Area =
<br />174 S.F.
<br />Total Area =
<br />8,148 S.F.
<br />Coverage = 7.68%
<br />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
<br />Land Surveyor under the laws of the State of Minnesota.
<br />Dated this 1 Oth day of March, 2022.
<br />2�lu 4iz�101�
<br />Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />Schmidt@sathre.com
<br />SURVEY LEGEND X972.5 GRADING ASBUILT ELEVATION
<br />Q
<br />CAST IRON MONUMENT
<br />®
<br />PIEZOMETER
<br />•
<br />IRON PIPE MONUMENT SET
<br />c-Q,
<br />POWER POLE
<br />•
<br />IRON PIPE MONUMENT FOUND
<br /><
<br />GUY WIRE
<br />)1(
<br />DRILL HOLE FOUND
<br />RD
<br />ROOF DRAIN
<br />X
<br />CHISELED Y' MONUMENT SET
<br />7s
<br />LIFT STATION
<br />X
<br />CHISELED Y' MONUMENT FOUND
<br />QS
<br />SANITARY MANHOLE
<br />#
<br />REBAR MONUMENT FOUND
<br />®
<br />SANITARY CLEANOUT
<br />A
<br />PK NAIL MONUMENT SET
<br />s@
<br />STORM MANHOLE
<br />PK NAIL MONUMENT FOUND
<br />®
<br />STORM DRAIN
<br />O
<br />PK NAIL W/ ALUMINUM DISC
<br />®
<br />CATCH BASIN
<br />A
<br />SURVEY CONTROL POINT
<br />4
<br />FLARED END SECTION
<br />❑n
<br />A/C UNIT
<br />TREE CONIFEROUS
<br />©
<br />CABLE TV PEDESTAL
<br />TREE DECIDUOUS
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />TREE CONIFEROUS REMOVED
<br />O
<br />ELECTRIC MANHOLE
<br />TREE DECIDUOUS REMOVED
<br />O
<br />ELECTRIC METER
<br />O
<br />TELEPHONE MANHOLE
<br />■
<br />ELECTRIC OUTLET
<br />❑T
<br />TELEPHONE PEDESTAL
<br />U
<br />YARD LIGHT
<br />OO
<br />UTILITY MANHOLE
<br />LIGHT POLE
<br />0
<br />UTILITY PEDESTAL
<br />®
<br />FIBER OPTIC MANHOLE
<br />❑v
<br />UTILITY VAULT
<br />bPl
<br />FIRE DEPT. HOOK UP
<br />QW
<br />WATERMAIN MANHOLE
<br />FLAG POLE
<br />•
<br />WATER METER
<br />E
<br />FUEL PUMP
<br />WATER SPIGOT
<br />0
<br />FUEL TANK
<br />0
<br />WELL
<br />PT
<br />PROPANE TANK
<br />MONITORING WELL
<br />©
<br />GAS METER
<br />m
<br />CURB STOP
<br />�Q
<br />GAS VALVE
<br />D4
<br />GATE VALVE
<br />GAS MANHOLE
<br />HYDRANT
<br />GENERATOR
<br />IRv
<br />IRRIGATION VALVE
<br />GUARD POST
<br />Piv
<br />POST INDICATOR VALVE
<br />❑H
<br />HAND HOLE
<br />�
<br />SIGN
<br />0
<br />MAIL BOX
<br />sa
<br />SOIL BORING
<br />WOE
<br />WALKOUT ELEVATION
<br />FIFE
<br />FIRST FLOOR ELEVATION
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />TOF
<br />TOP OF FOUNDATION ELEV.
<br />LOE
<br />LOWEST OPENING ELEV.
<br />a. CONCRETE
<br />BITUMINOUS
<br />----L---
<br />BUILDING SETBACK LINE
<br />cTv
<br />CABLE TV
<br />CONCRETE CURB
<br />- - 960
<br />- - CONTOUR EXISTING
<br />9so
<br />CONTOUR PROPOSED
<br />-o-o-o-o-o-
<br />GUARD RAIL
<br />DT
<br />DRAIN TILE
<br />ELc
<br />ELECTRIC UNDERGROUND
<br />-X-X-
<br />FENCE
<br />Fo
<br />FIBER OPTIC UNDERGROUND
<br />GAS
<br />-GAS UNDERGROUND
<br />oHu
<br />OVERHEAD UTILITY
<br />TREE LINE
<br />>
<br />SANITARY SEWER
<br />,>
<br />STORM SEWER
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />RETAINING WALL
<br />uTL
<br />UTILITY UNDERGROUND
<br />I
<br />WATERMAIN
<br />�
<br />TRAFFIC SIGNAL
<br />RAILROAD TRACKS
<br />$
<br />RAILROAD SIGNAL
<br />0-
<br />RAILROAD SWITCH
<br />SATELLITE DISH
<br />®
<br />WETLAND BUFFER SIGN
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES
<br />RESULTING FROM ILLEGITIMATE USE.
<br />�FtS
<br />\fit
<br />0
<br />t�
<br />SU SAT H R E
<br />'4L�
<br />.L- BERGQUIST
<br />(n INC.
<br />� 14000 25TH AVENUE NORTH,
<br />P \_P�� PLYMOUTH MN 55447
<br />(952) 476-6000 WW.SATHRE.COM
<br />TWP:117-RGE.23-SEC.04
<br />Hennepin County
<br />CERTIFICATE OF SURVEY
<br />RADING ASBUILT
<br />PREPARED FOR.
<br />NICK & SUSANNE HANSEN
<br />FILE NO.
<br />32789-001
<br />AK DR
<br />3
<br />JPR
<br />7/18/2022
<br />EROSION CONTROL
<br />DRAWN
<br />4
<br />JPR
<br />7/20/2022
<br />SEPTIC
<br />Orono,
<br />M I N N E SOTA
<br />,�
<br />1
<br />JPR
<br />5
<br />JPR
<br />8/3/2022
<br />HARDCOVER
<br />CHECKED
<br />6
<br />JPR
<br />8/1512022
<br />WETLAND BUFFER
<br />0 „„
<br />N
<br />OV, /\ S
<br />DLS
<br />7
<br />JPR
<br />10/3/22
<br />STAKED HOUSE
<br />DATE
<br />8
<br />JPR
<br />10/19/2022
<br />FOUNDATION ASBUILT
<br />3/2/2022
<br />9
<br />EMW
<br />9/7/2023
<br />GRADING ASBUILT
<br />
|