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HomeMy WebLinkAbout2011 Site PlanADVANCE SURVEYING ENGINEERING EERING CO* 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 225 0502 WWW.ADVSUR.COM SURVEY FOR: GREGG LARS"EN SURVEYED: September 26, 2011 DRAFTED: October 4, 2011 LEGAL DESCRIPTION: 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 the Northeast corner thereof to a point in the West line of said Lot, distant 261.00 feet South :from the Northwest corner thereof, Auditor's Subdivision No. 203, Hennepin County, Minnesota. SCOPE OF WORK & LIMITATIONS: 1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent 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 the survey, have been shown. Also, we were not provided a complete legal description of the property and are using the Hennepin County tax legal. We cannot be certain that the above legal description is correct and advise you again to provide us with a correct legal description. 2. Showing the location of existing improvements we deemed important. 3. Setting new monuments or verifying old monuments to mark the corners of the property. 4. Showing and tabulating hard cover area and the area of the lot for your review and for the review of such governmental agencies that may have jurisdiction over hard cover requirements. 5. While we show proposed improvements to your property, we not as familiar with your plans as you are nor are we as familiar with the requirements of governmental agencies as their employees are. We suggest that you review the survey to confirm that the proposals are what you intend and submit the survey to such governmental agencies as may have jurisdiction over your project to gain their approvals if you can. 6. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. STANDARD SYMBOLS & CONVENTIONS: "0" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise noted. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engin�cq and a Professional Surveyor under the Laws of the State of Minnesota. Qmiwa,6 ri bj.� a s H. Parker P.E. & P.S. No. 9235 MY of Orono Planning & Zoning Plan Review Site Plan Review Date: Lt APPROVED APPROVED WITH REVISIONS (see notes) 13 DENIED Staff: - GRAPHIC SCALE 20 0 10 20 40 60 = = ( IN FEET ) 1/ // (.T. 1 Y (. 11®45e9 I � I f,-FOUND 1/2" IRON PIPE 1 �A O 1 1 I e / ° F &/TUMIIyOUS ORI I'rW4 , N 83 27'03" W —293.24 -- \ \ \ —J 0 i I 1 1 1 1 1 1 1 / 1 t \ \` \\ `° `\ `♦` 1 °' \\ ' I 1 '\ \ 1\ \�--------------- 48.2---------------- \ C e O&CRf1£ ► I 1 CONCRETE Q* \ 1 1 1 \9Ss'`, o K Z�� \`oiP \\ `I i i JJ / `9R� PORCH /33.8 -957- \ 37 loo- I 0 EXISTING DWELLING \ \Ld J \ \ \ \ • 6' J / / I / / ® / / '961- - I a 61.9 00 N 934.1X \ ` / / ' ° I / I I ° - -- — -960— �\ \ \`\\°\\`\ \\ PATIO-. 44.3 -957--- �!v , I\ \♦♦ N O \ ` ^^,'^,'',•A,'� 0 \` ` ° `\� \ ` `\ ' i 13tNSHeA6; ' SCREEN PORCH 0 % \\ ?9.5 • SCP \ `e `\ `\ `♦ ♦`° \\ ' h/ // TOP WELL ELEV.-949.1 ; ' UPPER DECK �♦�� v ♦ \ - - - - - - - - _ / (> l\ J LOWER 9 \ \ ♦ \ \ \\ ( 01, // DECK / / \ \ \ \ \\\ / 1 / h; � /"1 / of •: •�.�/ 933.9X `e�` \`♦ ♦ \ ♦ `e ♦ ♦♦ ` I / /'° ° / / / 1 I rs-. :.s ti.., -956- `- \\` ; ; .to i ; ♦ ` \, 9s •. h. •: PROPOS„d .I?OOL DECKt's•..+v(• { �. 9d\` ��♦e`�\`��\`♦\�� : .\ I `a sem'_ 956 ' - qeq.la 49, 52.1 -\9S3 A 93 ♦ ♦ \ \ \ \ e ♦ ♦ ♦ ♦ \ ♦ ♦ — i S\♦♦e e` `�” ♦� a\♦ ♦ \ \ � 1-9 \ `a\`♦`\� \\♦��� \\\\\\�: .\ `♦ `'♦� — 954 _ — — �9 .0 �.\`� ;:; \`�\ � \ S/♦ ` __ ____ 953 _-- - -952-- _ -9571- -- - `-- - - - - -- \-1.9 - \ ��� \ �� '/' \ � `: � � \�"FNS � � , � - \ `. \ � �• _ ^- _ - gq8- - - �{ .\ f4 o; `(VVI, - � �� \ \\ -943 _ A 1" IRON PIPE ---FOUND 1` IRON PIPE _942-� LL'GL'IVP°s'� _ \ ; \ _ \ \ \ - _ _ -939- 940- Jr ---929--- EXISTING CONTOUR ELEVATION s5s PROPOSED CONTOUR ELEVATION &__� DRAINAGE ARROW (FLOW) \ \ -=' B/I LM/NOUS \.\ � ROAD .bio 6aX-1` � �o