|
/ WETIB
<br />981.1
<br />I nT A / \
<br />x x x9
<br />X
<br />l� 9 p. 9\ kgs 01 84 g �4 9 FST E x 9 x 9 x 98/ � 4
<br />.. ..
<br />92 8/) 2 8
<br />\ 983.1 2 2/
<br />\ 8�
<br />99D 1P OPEN x991.0 sss.8) 9�s� S89°04�55��E 261.95 �Z96 QQQ���cc
<br />u ,•. ,•. r. r. ,•. ,•. ,•. r. ,•. / m I I .�
<br />7 989.1 / ® / FND IP OPEN ob°
<br />989.9
<br />982.3
<br />22"990. / 989.2 / 0 987.0 i / 12" 9 4 9 4. / / .2011 q ` ` \�_
<br />15 / 0 985.2 / 8 / WET A-3 14 WET - 8ET 20A-5
<br />0 988.5
<br />989. x / / / �,983*1 9,92 .� \ / � 1.7
<br />�BSBL-BSBL-BSBL-BSBL-BSBL-BeBL�BSBL-BSBL��/WVEK /2 . - : - - :
<br />989.2 x
<br />0 / LO /YO / // / x 834/ // 983 // // /
<br />V �` / / / // / / 82.
<br />x 985.5 x 9 3.9 /-984.0 / /
<br />WOODS \ 984.6 \
<br />98&� _'�5 WETLAND - xjsa
<br />\ / x 985.7 x 983.7 \ - oz ��
<br />x 986.` SETBACK 984.2 -x-984.0-- _ I / 982.9 / c y.��........... .
<br />--- \ x 984.7 A UD. I S U. 1Y/0. 230' x 985.8 v.....�...............
<br />/-
<br />/ \989 990.0 0 I o I ..... .... .. .
<br />S x S x 984.2 x 984. 9 3.2 x
<br />x 99-0. x 984.6
<br />`/ / / x 992.4 992 \ x 986.5 \ x 985.6 x 985.3 x 984.6 I
<br />� �vL989.4 \ S I
<br />x 990.9 // I x 993.5 \ x 988.6\ ��� 1 0_ I SEPTIC I I
<br />V
<br />�' i \ xI �8 ---' -� MANHOLES
<br />4 6\ I
<br />xI 93\EN xSEPT Cx9b>OUND _\ ��9 \ � 00 0 \ _ LOT 11 o
<br />\\ x 991 5 / 59.3.3 x 993.4 2\ \ \ ,' / x 985.7 x 985.4 984.8 \ 983 x 83.6 c I
<br />/ \ x x 993.2 \ / x 986.3\ - x 985.7986 _ -L _ %� m
<br />x x 993.6 \
<br />0 �f 992.1 ai x 987.0 I
<br />\ rn x986.5 / \ _ /
<br />\ \ x 993.5 / �1�
<br />x 9191.3 x 993.0 j 0 I-
<br />I
<br />/ o_ 9� 5
<br />\ T �i O \ � \��\ x991.6 � \ \� \�;/ / �o °, O°�O \ \ I � � � .
<br />/ 01 00 99 \ \ b� .
<br />x 92.9 I ice'
<br />WOOCs2.6 X92- �� a ��o �_ _� I \
<br />x 991.8 1991.5 x 990.9 O °°'
<br />\ I b� �� 98 �i�^ %� -� 987.5 986.9'.
<br />N ------ 3 - 10 �P Ox.<" \9g2- 9 9.0.'. V.1
<br />yy� i �9 990.0 990 0����`G �a�0�� °;r y^� 92.1..... 9908...
<br />LLJ %� 888.49 °� �' ..... . .
<br />LO. _�. ^
<br />o
<br />4 H.
<br />- x 989.6 988.7 �P k h 992.8 .. 5.3%. I �`` . q . .. . .
<br />O� Sh \g... f. - 987.7.....987.0 0 .. ....
<br />x 990.6
<br />991.8 �.� ��`��.� 0�0 �� \gam 00 0 0° . . 990.4....989:74.'..988 / / INV-- �� �w
<br />9 7.0
<br />g. .
<br />/1 993.0 --------50---- -992.5--/-/-1 $5 0 �_. O 993.4 991..2 (e / �� 9841/
<br />L-; L _ �/ u r `\ fi � x 993.5 / / gl, 9� N5 ��,9�O� \ \ 991.0 989.4 1 / (/
<br />O I 9BB-7 8B 0 g2�4.- 9 �� 991.8 88.7 988.1 -0 / \ 85.8
<br />z I / x 988.8 6,
<br />/ \ ... ... ) x 986.8 x o . .
<br />/ 45 x 993.8 Lo x 987.6 /
<br />/ ®0 99 4. 3.. ° /" I o z . .
<br />988.7 x x 994.8 994.3 .994.0. LO 22"\ -� m c m
<br />994 99L1 x 989.1 �x 13.Q / x 994.6 X989 988.4 x 987.8 1 0987.9 �I 001 ^. .
<br />x 993.9 x 993.0 S .. M.10 .
<br />Z °0 9 .994.5 - 992.8. 992 :988.0 I 986.1
<br />rn P 995.7 g9� .. NONE 988.5 -- x 986.7
<br />995. PR C 99Q R TAINING9s�.5
<br />WALL x 88.1 34' o N T�
<br />. . V1
<br />rn I FFE= rn }� 988.2
<br />o' g97 5 i+ 0 9.94.9. .'. / 1 I\ c �. O
<br />I ` --
<br />m ( x988.6 g86x 995.7 \ \ �--------50---- '�` -- �a CD
<br />1
<br />\
<br />I x 991.0 995.8 .. .. .
<br />x 993.2 x e/T 994.1
<br />-� I x 988.6 986 5 O
<br />x 994I3
<br />�°' ���. 9 �1P �M N \ x 991.\
<br />x 94.1 I I 8g 2 0 ��s Rl E�wq US .
<br />1 / �9 9
<br />1 ��----5--- 0 /
<br />'51
<br />9S \ \
<br />74.7 x o 90 988.5 Go WOE_ �� Ox 2 995.2 o
<br />994.8
<br />1
<br />x 993.7 x 992:5\ 990.9 •�� �� 988 989.2 / ® s ssS2 \ \ 0.1 986.8
<br />99
<br />\ A o
<br />?46
<br />STONE I ii N o sx x 22S 0(OXIST//7C 15.4 / 3 .. WELL\ x 992.4 .'
<br />J
<br />RETAIN9(VG�� �tiw s88� 988.5 coCRys h'00 6.0 ®995.1 /
<br />1 WALLS o' i s£ TMS BSE 9Ff, sss.. 994.o�/ 95.8 ----- 1
<br />---------------- ---X990-------
<br />��gql 11.2 4 q Y RO 993 ------ �- /
<br />1 / 992.1 x T� �• 2/"4i -� qD / ��7.3x a1 o
<br />94.1 m 993. rn w EC I m .
<br />w K / c cb CP C rn
<br />x94.0 I 993.9 994. rn sS z,, i�2 W I °' ..... .
<br />6 �' x 992.8 I Lo 1
<br />995.1 5.0� rn 0 0 0
<br />I O�. 4.
<br />994 3 x ss? I
<br />x 991.0
<br />x x 994.8 995.0 0 / x 993.7 987.5x
<br />� x 993.51 'x � I \ /
<br />° \\I
<br />M �
<br />94 I 0) �, 4
<br />�. 1 x 994.6 � 8 / o
<br />/ LD 994 9 2 0, I x 992.8
<br />P 995.Ox 0 ,o °' m I = ..
<br />x 995.1 x 994.2 995.1 co c 9�
<br />I
<br />x 994.3 x 994.1 G x
<br />x 93.9 995.1 993.8
<br />WOODS � � �\ x 0 1 x 991 2 ���................... .
<br />x 994.8 x 994.3
<br />x 995.0
<br />x 9
<br />nese -less - �a5e
<br />x 995.2
<br />x 995.5
<br />x 995.8
<br />-996-
<br />END IP OPEN
<br />996.4
<br />0
<br />99� I \ 995. II 994 -1 / i \ x 994.3 987.9 i z 993.8�� ,� �
<br />993.4 x 992.8 �.
<br />�4.0 x 993.4 � As
<br />x 994.2 I \ j "� _ � � o_
<br />4.5 \ 11,x 992.7 n� I ... ... . .
<br />o / _ n I x 990.5 988.2
<br />_ 991.1
<br />�ese�.lese-less -�Bs993.4ese- tea -Hese -tea -lase -nese -lase -i 90�j�sep-�i�oi lase .. ....
<br />x�93.0'�
<br />/ y xlg8 9.
<br />91.4 1 9 I. x 1 90.6
<br />89.2 988.4 0 .......................... .
<br />♦I 1 x 988.6
<br />� x
<br />x 94.1 '0
<br />el M
<br />\ i N
<br />CON C. 0 .........' ..
<br />WOODS 9s4.e 94\ ,--STOVE IWOODS 988.
<br />\ \ 1
<br />n n
<br />\-J L _ Lv
<br />Asbuilt Elevations
<br />I
<br />Proposed Garage Floor Elevation = 996.2
<br />Asbuilt Garage Floor Elevation
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />ALL
<br />5
<br />JPR
<br />8/21/2018
<br />STAKED HOUSE
<br />DRAWN
<br />6
<br />EMW
<br />8/23/2018
<br />WATERSHED COMMENTS
<br />EMW
<br />7
<br />EMW
<br />2/28/2019
<br />LOWERED HOUSE, REVISED TAKEOFF
<br />CHECKED
<br />8
<br />EMW
<br />3/5/2019
<br />REVISED GRADE BEHIND GARAGE
<br />DBP
<br />9
<br />EMW
<br />5/19/2019
<br />FOUNDATION ASBUILT
<br />DATE
<br />10
<br />EMW
<br />10/8/2019
<br />REVISED GRADES
<br />6-26-18
<br />11
<br />JRS
<br />2/16/2022
<br />FINAL ASBUILT
<br />0
<br />99� I \ 995. II 994 -1 / i \ x 994.3 987.9 i z 993.8�� ,� �
<br />993.4 x 992.8 �.
<br />�4.0 x 993.4 � As
<br />x 994.2 I \ j "� _ � � o_
<br />4.5 \ 11,x 992.7 n� I ... ... . .
<br />o / _ n I x 990.5 988.2
<br />_ 991.1
<br />�ese�.lese-less -�Bs993.4ese- tea -Hese -tea -lase -nese -lase -i 90�j�sep-�i�oi lase .. ....
<br />x�93.0'�
<br />/ y xlg8 9.
<br />91.4 1 9 I. x 1 90.6
<br />89.2 988.4 0 .......................... .
<br />♦I 1 x 988.6
<br />� x
<br />x 94.1 '0
<br />el M
<br />\ i N
<br />CON C. 0 .........' ..
<br />WOODS 9s4.e 94\ ,--STOVE IWOODS 988.
<br />\ \ 1
<br />n n
<br />\-J L _ Lv
<br />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
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota.
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 16th day of February, 2022.
<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 Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />RESULTING FROM ILLEGITIMATE USE.
<br />Schmidt@sathre.com
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />(PER CERTIFICATE OF TITLE NO. 1106747)
<br />That part of Lot 10 Lying South of the North 371.35 feet of said Lot 10 and East of the West 685.18 feet of said lot 10;
<br />That part of Lot 11 lying East of the West 685.18 feet of said Lot 11, Auditor's Subdivision No. 230, Hennepin County, Minnesota.
<br />NOTES
<br />1. Site Address: 225 Old Crystal Bay Road South, Orono, MN, 55356
<br />PID: 04-117-23-24-00-02
<br />2. Flood Zone Information:This property is contained in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of I% annual
<br />chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing
<br />drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths
<br />are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map, Community Panel No.
<br />27053C0301E, effective date of September 2, 2004.
<br />3. Parcel Area Information: The Gross land area is 77,486+/- square feet or 1.77 +/- acres.
<br />4. Benchmark: Elevations are based on MNDOT GEODETIC MONUMENT #81490 (2713 AF) ELEVATION= 1030.628 feet (NAVD88)
<br />5. Zoning Information: The current Zoning for the subject property is RR -113 per the City of Orono zoning map.
<br />The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono web site.
<br />SETBACKS: Front = 50 Feet
<br />Side = 30 Feet
<br />Rear = 50 Feet
<br />Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such
<br />amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning
<br />Administrator for the conclusive restrictions for this site.
<br />6. We have shown the location of utilities on the surveyed property by observed evidence only.
<br />7. The wetland delineation was performed by Kjolhaug Environmental Services on May 5th, 2015, and the delineation flags were located on
<br />May 8th, 2015.
<br />8. Features on the site were located to the best of our ability. Due to seasonal conditions at the time of this certification additional features
<br />may not have been visible and therefore not shown hereon.
<br />Proposed Elevations
<br />Asbuilt Elevations
<br />FIFE
<br />Proposed Garage Floor Elevation = 996.2
<br />Asbuilt Garage Floor Elevation
<br />= 995.3
<br />Proposed Top of Foundation Elevation = 995.7
<br />Asbuilt Top of Foundation Elevation
<br />0
<br />Proposed Basement Floor Elevation = 987.0
<br />Asbuilt First Floor Elevation
<br />991.3
<br />s9
<br />X
<br />Asbuilt Lookout Opening Elevation
<br />= 990.4
<br />SURVEY MONUMENT FOUND
<br />Asbuilt Walkout Floor Elevation
<br />g88s
<br />p,9 \
<br />.. .
<br />N89°25' 16"W 262.31rl
<br />Proposed Coverage
<br />Asbuilt Hardcover
<br />I
<br />Lot Area = 77,486 S.F.
<br />Lot Area = 77,486 S.F.
<br />FN si.o s.
<br />House Area = 4,534 S.F.
<br />House Area = 3,569 S.F.
<br />EXISTING GROUND ELEVATION
<br />Lot Coverage = 5.85%
<br />Driveway Area = 3,859 S.F.
<br />D
<br />JUDICIAL
<br />Stoop Area = 256 S.F.
<br />STORM MANHOLE
<br />❑A
<br />Brick Walk Area = 143 S.F.
<br />LANDMARK- --'cl
<br />WELL
<br />1 /1 T' �\
<br />'� I /1 /� �x
<br />A
<br />FOUND
<br />N
<br />N
<br />L_�J
<br />o N
<br />veER Ria
<br />Race
<br />Ret. Walls Area = 540 S.F.
<br />I
<br />Total Area = 8,814 S.F.
<br />BAYS ruF
<br />Coverage = 11.37%
<br />T
<br />E. LAKE S [. 84
<br />�
<br />�tR,
<br />0
<br />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
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota.
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 16th day of February, 2022.
<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 Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />RESULTING FROM ILLEGITIMATE USE.
<br />Schmidt@sathre.com
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />(PER CERTIFICATE OF TITLE NO. 1106747)
<br />That part of Lot 10 Lying South of the North 371.35 feet of said Lot 10 and East of the West 685.18 feet of said lot 10;
<br />That part of Lot 11 lying East of the West 685.18 feet of said Lot 11, Auditor's Subdivision No. 230, Hennepin County, Minnesota.
<br />NOTES
<br />1. Site Address: 225 Old Crystal Bay Road South, Orono, MN, 55356
<br />PID: 04-117-23-24-00-02
<br />2. Flood Zone Information:This property is contained in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of I% annual
<br />chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing
<br />drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths
<br />are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map, Community Panel No.
<br />27053C0301E, effective date of September 2, 2004.
<br />3. Parcel Area Information: The Gross land area is 77,486+/- square feet or 1.77 +/- acres.
<br />4. Benchmark: Elevations are based on MNDOT GEODETIC MONUMENT #81490 (2713 AF) ELEVATION= 1030.628 feet (NAVD88)
<br />5. Zoning Information: The current Zoning for the subject property is RR -113 per the City of Orono zoning map.
<br />The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono web site.
<br />SETBACKS: Front = 50 Feet
<br />Side = 30 Feet
<br />Rear = 50 Feet
<br />Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such
<br />amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning
<br />Administrator for the conclusive restrictions for this site.
<br />6. We have shown the location of utilities on the surveyed property by observed evidence only.
<br />7. The wetland delineation was performed by Kjolhaug Environmental Services on May 5th, 2015, and the delineation flags were located on
<br />May 8th, 2015.
<br />8. Features on the site were located to the best of our ability. Due to seasonal conditions at the time of this certification additional features
<br />may not have been visible and therefore not shown hereon.
<br />Proposed Elevations
<br />Asbuilt Elevations
<br />FIFE
<br />Proposed Garage Floor Elevation = 996.2
<br />Asbuilt Garage Floor Elevation
<br />= 995.3
<br />Proposed Top of Foundation Elevation = 995.7
<br />Asbuilt Top of Foundation Elevation
<br />= 995.7 (Foundation Asbuilt)
<br />Proposed Basement Floor Elevation = 987.0
<br />Asbuilt First Floor Elevation
<br />= 997.5
<br />HIGH
<br />-�-
<br />Asbuilt Lookout Opening Elevation
<br />= 990.4
<br />SURVEY MONUMENT FOUND
<br />Asbuilt Walkout Floor Elevation
<br />= 989.2
<br />©
<br />Asbuilt Basement Floor Elevation
<br />= 987.0 (Foundation Asbuilt)
<br />Proposed Coverage
<br />Asbuilt Hardcover
<br />I
<br />Lot Area = 77,486 S.F.
<br />Lot Area = 77,486 S.F.
<br />FN si.o s.
<br />House Area = 4,534 S.F.
<br />House Area = 3,569 S.F.
<br />EXISTING GROUND ELEVATION
<br />Lot Coverage = 5.85%
<br />Driveway Area = 3,859 S.F.
<br />D
<br />4i�t w NIL1.-
<br />Stoop Area = 256 S.F.
<br />STORM MANHOLE
<br />❑A
<br />Brick Walk Area = 143 S.F.
<br />O
<br />WELL
<br />Brick Area = 37 S.F.
<br />FOUNDATION ASBUILT ELEVATION
<br />Deck #1 Area = 389 S.F.
<br />N
<br />N
<br />Deck #2 Area = 21 S.F.
<br />o N
<br />veER Ria
<br />Race
<br />Ret. Walls Area = 540 S.F.
<br />I
<br />Total Area = 8,814 S.F.
<br />BAYS ruF
<br />Coverage = 11.37%
<br />SATHRE-BERGQUIST, INC.
<br />14000 25TH AVENUE NORTH, SUITE 120
<br />PLYMOUTH MN 55447 (952) 476-6000
<br />WWW.SATHRE.COM
<br />X972.5 GRADING ASBUILT ELEVATION
<br />OO
<br />CAST IRON MONUMENT
<br />FIFE
<br />CATCH BASIN
<br />4
<br />FLARED END SECTION
<br />D4
<br />GATE VALVE
<br /><
<br />GUY WIRE
<br />©
<br />HYDRANT
<br />HIGH
<br />-�-
<br />a J
<br />•
<br />SURVEY MONUMENT FOUND
<br />V
<br />SURVEY CONTROL POINT
<br />©
<br />ISTINE DR.
<br />POWER POLE
<br />S
<br />I
<br />®
<br />SANITARY CLEANOUT
<br />FN si.o s.
<br />Af �.
<br />972.5
<br />EXISTING GROUND ELEVATION
<br />C
<br />PROPOSED GROUND ELEVATION
<br />D
<br />4i�t w NIL1.-
<br />RO- SOMERSLT
<br />STORM MANHOLE
<br />❑A
<br />I
<br />O
<br />WELL
<br />_I
<br />FOUNDATION ASBUILT ELEVATION
<br />N
<br />N
<br />o N
<br />veER Ria
<br />Race
<br />°FF
<br />R
<br />I
<br />O
<br />BAYS ruF
<br />w00° TR.
<br />T
<br />E. LAKE S [. 84
<br />�
<br />�tR,
<br />Y
<br />S
<br />RD
<br />�
<br />;
<br />SEX ��
<br />M
<br />C
<br />Stubbs ry
<br />v�
<br />A
<br />A
<br />Buy o
<br />w x
<br />P
<br />L
<br />C%
<br />84
<br />FOX -ST.
<br />X972.5 GRADING ASBUILT ELEVATION
<br />OO
<br />CAST IRON MONUMENT
<br />FIFE
<br />CATCH BASIN
<br />4
<br />FLARED END SECTION
<br />D4
<br />GATE VALVE
<br /><
<br />GUY WIRE
<br />©
<br />HYDRANT
<br />O
<br />SURVEY MONUMENT SET
<br />•
<br />SURVEY MONUMENT FOUND
<br />Q
<br />SURVEY CONTROL POINT
<br />©
<br />LIGHT POLE
<br />`Q-)
<br />POWER POLE
<br />S
<br />SANITARY MANHOLE
<br />®
<br />SANITARY CLEANOUT
<br />-�
<br />SIGN
<br />972.5
<br />EXISTING GROUND ELEVATION
<br />(972.5)
<br />PROPOSED GROUND ELEVATION
<br />D
<br />STORM DRAIN
<br />O
<br />STORM MANHOLE
<br />❑A
<br />A/C UNIT
<br />O
<br />WELL
<br />TWPA 17-RGE.23-SEC.04
<br />FOUNDATION ASBUILT ELEVATION
<br />20 10 0 10 20 40
<br />SCALE IN FEET
<br />SURVEY LEGEND
<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 />©
<br />CABLE TV PEDESTAL
<br />0
<br />ELECTRIC TRANSFORMER
<br />O
<br />ELECTRIC MANHOLE
<br />O
<br />ELECTRIC METER
<br />©
<br />GAS METER
<br />©
<br />GAS VALVE
<br />❑H
<br />HAND HOLE
<br />oHu
<br />SOIL BORING
<br />TREE CONIFEROUS
<br />>
<br />TREE DECIDUOUS
<br />OT
<br />TELEPHONE MANHOLE
<br />D
<br />TELEPHONE PEDESTAL
<br />O
<br />UTILITY MANHOLE
<br />❑u
<br />UTILITY PEDESTAL
<br />ws
<br />WETLAND BUFFER SIGN
<br />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />BITUMINOUS
<br />-�-°�-
<br />BUILDING SETBACK LINE
<br />CTv
<br />CABLE TV
<br />CONCRETE CURB
<br />CONCRETE
<br />-960 -
<br />CONTOUR EXISTING
<br />9so
<br />CONTOUR PROPOSED
<br />----�-�-
<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 />RAILROAD TRACKS
<br />>
<br />SANITARY SEWER
<br />STORM SEWER
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />UTL
<br />UTILITY UNDERGROUND
<br />WATERMAIN
<br />Hennepin County CERTIFICATE OF SURVEY
<br />FINAL ASBUILT
<br />O RO N O, PREPARED FOR:
<br />MINNESOTA JASON PITTS
<br />FILE NO.
<br />31380-021
<br />1
<br />1
<br />
|