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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 DOMES
<br />SURVEYED: January 2005 DRAFTED: February 3, 2005
<br />tea
<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 />REVISED: September 16, 2016, to show proposed retaining walls.
<br />REVISED: October 27, 2016, to update existing conditions.
<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.
<br />SCOPE OF WORK:
<br />1. Showing the length and direction of boundary lines of the above legal description. The
<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 corners 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 />6. Previous terrain, survey, and boundary information per survey completed by Advance Surveying &
<br />Engineering Co., dated July, 2010, signed by James H. Parker, RLS No. 9235. This survey should be
<br />considered an update thereof.
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />"I " Denotes found survey monument, unless otherwise noted.
<br />CERTIFICATION:
<br />I hereby certify that this plan, specification, report or survey was prepared by me or under my direct
<br />supervision a�In4l
<br />I am a du icensed Land Surveyor under the laws of the state of Minnesota.
<br />Signature: �_ ✓STyped Name: Wayne W. Preubs
<br />Reg. No: 43503 /
<br />Date: October 27, 2016
<br />CITY OF ORONO
<br />SITE PLAN GRADING PLAN
<br />GLAPPROVED
<br />❑ APPROVED WITH REVISIONS
<br />❑ DISAPPROVED
<br />DATE 4t Alo J t Ca
<br />GRAPHIC SCALE
<br />20 0 10 20 40
<br />( IN FEET )
<br />LE'GENIO
<br />EXISTING COA70brR
<br />EXISTING SPOT ELEV MAr
<br />PROPOSEI0 CONTOUR
<br />DRAINAGE' .4RR0%Y -ILO#'
<br />SILT FLNCL ISTR4# LOGS
<br />I
<br />I
<br />SANITARY
<br />RIM ELEV=
<br />BENCH MARK
<br />SANITARY SEWER MH
<br />RIM ELEV=972.00
<br />INVERT ELEV=961.98 _
<br />972,4
<br />1 972.3
<br />DICKENSON
<br />972.2 9U9
<br />971.3
<br />ST EETf7D\8
<br />- 971.0 - -
<br />970.6
<br />T /
<br />968.6 /
<br />EDGE OF BITUMINOUS ROA /
<br />971,6
<br />135.48
<br />N90'00'00"E 1 /
<br />, 967,3
<br />X971.8
<br />Q
<br />97 5 '� "
<br />LO
<br />971.9 EXISTING GARAGE
<br />X971.1 (�
<br />971.9 %
<br />--r Concrete Walk 971.9
<br />. 15.5
<br />971.0 972.3 972.0-- _
<br />--- \
<br />\ 972.6 972.4 ---Rpt Wo// .6
<br />\0 i 872.2 06 `
<br />72.2
<br />1
<br />X.
<br />•I \
<br />,971�.t9C
<br />972.9
<br />123.016.7
<br />I 15.4
<br />Sr,l/l I� 16 .2973.3 *. V4
<br />970.5 9.7 9/'9' /66/i
<br />75.�70.0 Sill at door 974.1-
<br />S WEIR MH S `61 966/8,'
<br />918.96 CS ,6.0
<br />oc97
<br />'
<br />- - I
<br />9 6
<br />-Garoge Aloor 973.5
<br />Existing Dwelling 964.99
<br />at door 963.8 , y
<br />-
<br />- '-
<br />/ N
<br />968.8 973.0 96�3.9
<br />-� 4 .0 �/ 18.0' / � 0 �
<br />969.1 968.0 �5 9�---, 963.7'
<br />Z 967.8X DECK
<br />O /- DECK]
<br />t PORCH Q0- - - -
<br />�4; 967.1 C-4 T - - - - -
<br />1 PATIO -9
<br />967.7 �7
<br />466,6 v p
<br />963.3X -
<br />12
<br />966.3
<br />J-
<br />I, PATIO � X963.1 l i'3 w i
<br />PRDPOSEO ' - - - - - - - - -
<br />L - BOULDER WALL- ���
<br />-_' 11 50 I �0� / �' w ,
<br />�.StLT'�ENCE�
<br />96s,a i' �G / < 810 ROLL 'g�2
<br />1 96, 965.4 ' �A�.�� >
<br />964.4p�� /
<br />/ /--550--- _--
<br />TOW=957 - - - - -
<br />�:� POW=953.0 _ - 349 - -
<br />1 964.4 X 9y 95 '9X
<br />/ /
<br />�APPROXIMATE EDGE Or 0.1 - - - - - - - -
<br />96316 BRUSHY
<br />9AREA
<br />PROPOSED S TOTAL ESTIMATED
<br />963.5, ULDERWALL i-_.��____L-------- --- PROPOSED FILL
<br />X / TOW=957.5 VOLUME = 260 CY
<br />�52 962.0 �B0W=953.0
<br />►� `961.4-958 /°�� 947. TOW=952,5
<br />---
<br />--Bow=s48:o
<br />ANY- I FOUND 1�2"
<br />- -
<br />954,8 90,_ - - - 1 #48 TOW=.957.59F� p9
<br />i
<br />960,8X- Bow. 953.0
<br />1 / S9 '00 00 W SILT FENCE,,
<br />BIO ROLL
<br />1 C.� Jor/tPI nning&-ZPlan Review
<br />0h9 °10
<br />' Sit Pia]Revi w Date' -- t �Y
<br />' fPR�VED;'
<br />/ rRECEIVED - -- d58 ❑tvpPR VE WITH REV{SIONS (see notes)
<br />-' � ' ❑ ENI D,'�
<br />-----335------
<br />�, st >�' NOV 0 4 2016
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