|
ADVANCE SURVEYING & ENGINEERING CO.
<br />5300 S. Hwy. No. 101 Minnetonka., MN 55345 Phone (952) 474 7964 Fax(952)2250502 www.advsur.com
<br />SURVEY FOR: PMI HOMES
<br />SURVEYED: January 2005 DRAFTED: February 3, 2005
<br />REVISED: March 17, 2005, to show additional topography.
<br />REVISED: April 20, 2006, to show revised proposed dwelling.
<br />REVISED: June 29, 2006, to show revisions per Tom Kellogg letter of May 8, 2006
<br />REVISED: June 29, 2010 to show as built conditions and new additions.
<br />REVISED: July 20, 2010 to add notes about proposed additions and removals
<br />LEGAL DESCRIPTION:
<br />Lots 9, 10, 11, and 12, Block 16, including the adjacent half of the vacated alley, Minnetonka Bluffs,®
<br />Hennepin County, Minnesota. I
<br />SCOPE OF WORK:
<br />1. Showing the length and direction of boundary lines of the above legal description. The I
<br />scope of our services does not include determining what you own, which is a legal matter.
<br />Please check the legal description with your records or consult with competent legal counsel,
<br />if necessary, to make sure that it is correct, and that any matters of record, such as easements, that
<br />you wish shown on the survey, have been shown
<br />2. Showing the location of existing improvements we deemed important.
<br />3. Setting new monuments or verifying old monuments to mark the comers of the property.
<br />4. Showing and tabulating hard cover and area of the lot for your review and for the review of
<br />such governmental agencies as may have jurisdiction over hard cover requirements.
<br />5. While we show proposed improvements to your property, we not as familiar with your
<br />plans as you are nor are we as familiar with the requirements of governmental agencies as their
<br />employees are. We suggest that you review the survey to confirm that the proposals are what you
<br />intend and submit the survey to such governmental agencies as may have jurisdiction over your
<br />project to gain their approvals if you can.
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />"• " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise
<br />noted.
<br />CERTIFICATION:
<br />I hereby certify that this plan, specification, report or survey was prepared by me or
<br />under my direct supervision and that I am a licensed Professional Engineer and
<br />Professional Surveyor under the laws of the State of Minnesota.
<br />OH Pf-,r,�Qzl
<br />'aisir-�l Lt. a t�..�.a.. .i .x.,. 5.w f'.;.?, 1'10 7L.Jm)
<br />GRAPHIC SCALE
<br />• 0 10 20 •0
<br />IN FEET
<br />•
<br />I
<br />ISANITARY
<br />RIM ELEV-
<br />I
<br />I
<br />I
<br />I
<br />I
<br />i
<br />I
<br />i
<br />I
<br />I
<br />BENCH MARK
<br />SANITARY SEWER MH
<br />RIM ELEV=972.00
<br />INVERT ELEV=961.98
<br />X972.4
<br />972.3
<br />DICKENSON STREET
<br />X97f.0 X9682® 972.2 X4zL9
<br />i � r
<br />' X970.6 I p� X968.6
<br />X971'3 EDGE 0'F BITUMINOUS ROA[
<br />^971.6 , , , /
<br />`°
<br />X 970.9 0
<br />`.9
<br />971
<br />135.48 .8 -- - 9 _ X 970.
<br />*-1490*00'00"E _ x9697 \
<br />X97 X 972.7 \ , -
<br />'I X968.5' /
<br />X971.8 X971.9 X972.6 9673 /
<br />X970.1
<br />X97 5 X9T2.81 /
<br />X 1.1 'X972.0 0 i
<br />�y 2 9 LO
<br />>>, X972.3 o _ 971.9( I I EXISTING GARAGE
<br />971.1X 970.,3X 96.7 '
<br />---P Concrete Walk 971.9 971.971.E
<br />• X1.5
<br />X
<br />971.0 °" 972,3 '•__� 972.0----- \ - ----
<br />\
<br />972,6 972---R.*t. Wall `'96�. ' -963-
<br />972.2 969j2 r
<br />.0 72.2 971. 972.1 \ -
<br />o\ - ®=- - - ®X972.7 - _
<br />971. 971.9 972.9 973.3 /23.0 15.4 p 16.711907.8 /
<br />\ X970.5 : ^ 72. r � 1/
<br />9.7 c 9 967.3 ,'
<br />970.0 , Sill at door 974.1- a 1. / ,` X 963,0 , - - -
<br />S WER MHS 96, \ N 66/8,' 962
<br />9 8.96 ®`�� 11 •6 ® y°° ,
<br />; R�t. W 1.1411 96
<br />J -Garage oor 97J 5 66.2
<br />I Existing ®welling N; 9�5. I \ I r X 960
<br />9 at door 96.3 S 66. ,964.9 ,'l i h
<br />6 I8.8 0.0 970:'° 973.0 ! 96 .9 96,:3.9 / / O --
<br />6(9- - 0 �/ 18. 0° / ® s9,
<br />969.1 9§.,I 967. 9 �5 9k'� 96 .9 63.7/' �p -
<br />O t Prop. ,
<br />L, ra 968. tic ' Deck -
<br />C:Y `� , , fT'1
<br />9671, .iC-96�.�_;. n_un .Q \ 1 �® -
<br />966. ,'
<br />�' -Ret. Wa// ---- 963.3 963.3 C 963. I X;962/.1 ,` r , - 95E
<br />966.3x 12
<br />/
<br />-X966.4
<br />963
<br />/
<br />/ Tobe re, o d / i'30' I
<br />9 I r
<br />'-QJ i X54--------- -
<br />// 963.0 X962.6' / I / .4, __ - - - - --
<br />66 X962 9sJ
<br />, X
<br />gg3
<br />- - - /50 Q
<br />,
<br />�{ / X963.9 �' / ,' I � ,' , �
<br />>965.4
<br />�Q 965.4 ' i ® ' , , '� ----
<br />964,4 S� , ." i /s�� ,'-
<br />® '
<br />BUILDING SESSAC� 957.4X 956. - _ - - -
<br />�-X965,0 3 44��' I
<br />® aC963.2 6. (�I58. ! / / ®®®950-
<br />0 ®®
<br />`96 ' ��� �/ ,' / X'954-----949 ----------
<br />A/ /--------
<br />-
<br />-948---
<br />9�y
<br />X963.7 APPROXIMATE EDGE 0r l X960.1' X 958.6 � - -947 ---------
<br />>96B.B 963.6 BRUSHY AREA' � ,'9564/
<br />963 X964.1 -X963.0 / O �'
<br />C
<br />962 XX
<br />962.
<br />�
<br />z o
<br />961.9
<br />II 947,
<br />r
<br />/ 135.48
<br />'967,1
<br />S9d'00'(�.0"W / ��� 1 FOUND 1/2"
<br />'954,2
<br />67, 959.8 LIGHT POST 9�7,7 947. - -
<br />X9 o.B �x '3N ,C6RNER
<br />600 -
<br />g59
<br />-�---I 946--
<br />I
<br />r
<br />------9587ceiv-1
<br />_, ---957------ I RECEIVED
<br />Vi
<br />I
<br />II I CITY OF ORONO
<br />DWG NO. 100232
<br />/
<br />^971.6 , , , /
<br />`°
<br />X 970.9 0
<br />`.9
<br />971
<br />135.48 .8 -- - 9 _ X 970.
<br />*-1490*00'00"E _ x9697 \
<br />X97 X 972.7 \ , -
<br />'I X968.5' /
<br />X971.8 X971.9 X972.6 9673 /
<br />X970.1
<br />X97 5 X9T2.81 /
<br />X 1.1 'X972.0 0 i
<br />�y 2 9 LO
<br />>>, X972.3 o _ 971.9( I I EXISTING GARAGE
<br />971.1X 970.,3X 96.7 '
<br />---P Concrete Walk 971.9 971.971.E
<br />• X1.5
<br />X
<br />971.0 °" 972,3 '•__� 972.0----- \ - ----
<br />\
<br />972,6 972---R.*t. Wall `'96�. ' -963-
<br />972.2 969j2 r
<br />.0 72.2 971. 972.1 \ -
<br />o\ - ®=- - - ®X972.7 - _
<br />971. 971.9 972.9 973.3 /23.0 15.4 p 16.711907.8 /
<br />\ X970.5 : ^ 72. r � 1/
<br />9.7 c 9 967.3 ,'
<br />970.0 , Sill at door 974.1- a 1. / ,` X 963,0 , - - -
<br />S WER MHS 96, \ N 66/8,' 962
<br />9 8.96 ®`�� 11 •6 ® y°° ,
<br />; R�t. W 1.1411 96
<br />J -Garage oor 97J 5 66.2
<br />I Existing ®welling N; 9�5. I \ I r X 960
<br />9 at door 96.3 S 66. ,964.9 ,'l i h
<br />6 I8.8 0.0 970:'° 973.0 ! 96 .9 96,:3.9 / / O --
<br />6(9- - 0 �/ 18. 0° / ® s9,
<br />969.1 9§.,I 967. 9 �5 9k'� 96 .9 63.7/' �p -
<br />O t Prop. ,
<br />L, ra 968. tic ' Deck -
<br />C:Y `� , , fT'1
<br />9671, .iC-96�.�_;. n_un .Q \ 1 �® -
<br />966. ,'
<br />�' -Ret. Wa// ---- 963.3 963.3 C 963. I X;962/.1 ,` r , - 95E
<br />966.3x 12
<br />/
<br />-X966.4
<br />963
<br />/
<br />/ Tobe re, o d / i'30' I
<br />9 I r
<br />'-QJ i X54--------- -
<br />// 963.0 X962.6' / I / .4, __ - - - - --
<br />66 X962 9sJ
<br />, X
<br />gg3
<br />- - - /50 Q
<br />,
<br />�{ / X963.9 �' / ,' I � ,' , �
<br />>965.4
<br />�Q 965.4 ' i ® ' , , '� ----
<br />964,4 S� , ." i /s�� ,'-
<br />® '
<br />BUILDING SESSAC� 957.4X 956. - _ - - -
<br />�-X965,0 3 44��' I
<br />® aC963.2 6. (�I58. ! / / ®®®950-
<br />0 ®®
<br />`96 ' ��� �/ ,' / X'954-----949 ----------
<br />A/ /--------
<br />-
<br />-948---
<br />9�y
<br />X963.7 APPROXIMATE EDGE 0r l X960.1' X 958.6 � - -947 ---------
<br />>96B.B 963.6 BRUSHY AREA' � ,'9564/
<br />963 X964.1 -X963.0 / O �'
<br />C
<br />962 XX
<br />962.
<br />�
<br />z o
<br />961.9
<br />II 947,
<br />r
<br />/ 135.48
<br />'967,1
<br />S9d'00'(�.0"W / ��� 1 FOUND 1/2"
<br />'954,2
<br />67, 959.8 LIGHT POST 9�7,7 947. - -
<br />X9 o.B �x '3N ,C6RNER
<br />600 -
<br />g59
<br />-�---I 946--
<br />I
<br />r
<br />------9587ceiv-1
<br />_, ---957------ I RECEIVED
<br />Vi
<br />I
<br />II I CITY OF ORONO
<br />DWG NO. 100232
<br />
|