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2011 Site Plan
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Bayside Road - (AKA: Co. Rd. 84)
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3510 Bayside Road - 05-117-23-13-0016
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2011 Site Plan
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Last modified
8/22/2023 5:16:38 PM
Creation date
12/2/2019 2:36:51 PM
Metadata
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x Address Old
House Number
3510
Street Name
Bayside
Street Type
Road
Address
3510 Bayside Rd
Document Type
Survey
PIN
0511723130016
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ADVANCE SURVEYING ENGINEERING EERING CO* <br />5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR.COM <br />SURVEY FOR: GREGG LARS"EN <br />SURVEYED: September 26, 2011 <br />DRAFTED: October 4, 2011 <br />LEGAL DESCRIPTION: <br />Lot 26 and that part of Lot 27 lying southerly of a line running from a point in the East line of Lot 27, distant 292.49 feet South from <br />the Northeast corner thereof to a point in the West line of said Lot, distant 261.00 feet South :from the Northwest corner thereof, <br />Auditor's Subdivision No. 203, Hennepin County, Minnesota. <br />SCOPE OF WORK & LIMITATIONS: <br />1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include <br />determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent <br />legal counsel, if necessary, to make sure that it is correct, and that any matters of record, such as easements, that you wish shown on <br />the survey, have been shown. Also, we were not provided a complete legal description of the property and are using the Hennepin <br />County tax legal. We cannot be certain that the above legal description is correct and advise you again to provide us with a correct <br />legal description. <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 area and the area of the lot for your review and for the review of such governmental agencies <br />that may have jurisdiction over hard cover requirements. <br />5. While we show proposed improvements to your property, we not as familiar with your plans as you are nor are we as familiar <br />with the requirements of governmental agencies as their employees are. We suggest that you review the survey to confirm that the <br />proposals are what you intend and submit the survey to such governmental agencies as may have jurisdiction over your project to <br />gain their approvals if you can. <br />6. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided <br />a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark <br />provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other <br />elevations for use on this site or before beginning construction. <br />STANDARD SYMBOLS & CONVENTIONS: <br />"0" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise noted. <br />CERTIFICATION: <br />I hereby certify that this survey was prepared by me or under my direct supervision and that I am <br />a Professional Engin�cq and a Professional Surveyor under the Laws of the State of Minnesota. <br />Qmiwa,6 ri bj.� <br />a s H. Parker P.E. & P.S. No. 9235 <br />MY of Orono <br />Planning & Zoning Plan Review <br />Site Plan Review Date: Lt <br />APPROVED <br />APPROVED WITH REVISIONS (see notes) <br />13 DENIED <br />Staff: - <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />60 = = <br />( IN FEET ) <br />1/ // (.T. 1 Y (. 11®45e9 <br />I � <br />I <br />f,-FOUND 1/2" IRON PIPE <br />1 <br />�A <br />O <br />1 <br />1 <br />I <br />e <br />/ <br />° <br />F <br />&/TUMIIyOUS <br />ORI I'rW4 , <br />N 83 27'03" W <br />—293.24 -- <br />\ \ \ —J <br />0 <br />i <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />/ <br />1 <br />t <br />\ \` \\ `° `\ `♦` 1 °' \\ ' I 1 '\ \ 1\ \�--------------- 48.2---------------- <br />\ C <br />e O&CRf1£ ► I 1 <br />CONCRETE Q* <br />\ 1 1 1 <br />\9Ss'`, o K <br />Z�� \`oiP \\ `I i i JJ / `9R� PORCH <br />/33.8 <br />-957- \ <br />37 loo- I <br />0 EXISTING DWELLING <br />\ \Ld <br />J \ \ \ \ • 6' J / / I / / ® / / '961- - I a <br />61.9 00 <br />N <br />934.1X \ ` / / ' ° I / I I ° - -- — -960— <br />�\ \ \`\\°\\`\ \\ PATIO-. 44.3 -957--- �!v , I\ \♦♦ N O <br />\ ` ^^,'^,'',•A,'� <br />0 \` ` ° `\� \ ` `\ ' i 13tNSHeA6; ' SCREEN PORCH 0 % \\ <br />?9.5 • SCP \ `e `\ `\ `♦ ♦`° \\ ' h/ // TOP WELL ELEV.-949.1 ; ' UPPER DECK �♦�� v ♦ \ - - - - - - - - _ <br />/ (> <br />l\ <br />J LOWER <br />9 \ \ ♦ \ \ \\ ( 01, // DECK / / <br />\ \ \ \ \\\ / 1 / h; � /"1 / of •: •�.�/ <br />933.9X `e�` \`♦ ♦ \ ♦ `e ♦ ♦♦ ` I / /'° ° / / / 1 I rs-. :.s ti.., -956- `- <br />\\` ; ; .to <br />i ; ♦ ` \, 9s •. h. •: PROPOS„d .I?OOL DECKt's•..+v(• { <br />�. 9d\` ��♦e`�\`��\`♦\�� : .\ I `a sem'_ 956 ' - qeq.la 49, <br />52.1 -\9S3 <br />A 93 ♦ ♦ \ \ \ \ e ♦ ♦ ♦ ♦ \ ♦ ♦ — i <br />S\♦♦e e` `�” ♦� a\♦ ♦ \ \ � 1-9 <br />\ `a\`♦`\� \\♦��� \\\\\\�: .\ `♦ `'♦� — 954 _ — — �9 <br />.0 �.\`� ;:; \`�\ � \ S/♦ ` __ ____ 953 _-- - <br />-952-- _ -9571- -- <br />- <br />`-- - - - - -- \-1.9 <br />- <br />\ <br />��� \ �� '/' \ � `: � � \�"FNS � � , � - \ `. \ � �• _ ^- _ - gq8- - - <br />�{ .\ <br />f4 <br />o; <br />`(VVI, - <br />� �� \ \\ -943 _ A <br />1" IRON PIPE <br />---FOUND 1` IRON PIPE <br />_942-� <br />LL'GL'IVP°s'� _ <br />\ ; \ _ \ \ \ - _ _ -939- 940- Jr <br />---929--- EXISTING CONTOUR ELEVATION <br />s5s PROPOSED CONTOUR ELEVATION <br />&__� DRAINAGE ARROW (FLOW) <br />\ <br />\ -=' B/I LM/NOUS <br />\.\ <br />� ROAD <br />.bio 6aX-1` � �o <br />
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