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1 <br />NOTES: I <br />1) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT I <br />OF A TITLE INSURANCE COMMITMENT. <br />2) ADDRESS OF THE SUBJECT PROPERTY: 1340 FOX I <br />STREET, ORONO, MN 55391 I <br />P.I.D.:02-117-23-31-0056 <br />3) PARCEL AREA: 19,234 SQ. FT. I <br />4) BEARING BASIS IS ASSUMED I <br />5) ELEVATION DATUM: NGVD 1929 I <br />6) DATE OF FIELDWORK: 11-04-2014 <br />7) SANITARY SEWER INFO PER PLANS FROM CITY OF <br />ORONO <br />8) PROPOSED REGRADING NORTH OF HOUSE REQUIRES I <br />295 CU. YARDS OF FILL <br />HARDCOVER CALCULATIONS: ' <br />HOUSE <br />1,489 SQ. FT. <br />GARAGE <br />1,017 SQ. FT. <br />DECK <br />67 SQ. FT. <br />SCREEN PORCH <br />256 SQ. FT. <br />STRUCTURAL PORTION OF ENTRY PORCH 56 SQ. <br />FT. (10.50 X 5.33) <br />TOTAL STRUCTURE: <br />2,885 SQ. FT. OR 15.0% <br />NON—STRUCTURAL <br />PORTION OF ENTRY PORCH <br />9 SQ. FT. <br />WALK <br />165 SQ. FT. <br />DRIVEWAY * <br />1,207 SQ. FT. <br />PATIO <br />108 SQ. FT. <br />(RETAINING WALLS <br />AND UP TO 100 FEET OF DECK IS EXCLUDED PER <br />SECTION 78--1684 <br />OF ORONO CITY CODE) <br />TOTAL HARDCOVER <br />(AFTER ABOVE EXCLUSIONS): <br />4,307 SQ. FT. OR 22.3% <br />*DRIVEWAY SQUARE <br />FOOTAGE DOES NOT INCLUDE <br />PORTION OF DRIVEWAY <br />WITHIN FOX STREET RIGHT OF WAY OR BARNETT <br />AVENUE RIGHT OF WAY. <br />I <br />CERTIFICATE OF SURVEY LEGAL DESCRIPTION: <br />LOTS 13, 14 MINNETONKA BLUDFFS5� MINNESOTA <br />PREPARED <br />SOTA <br />\\\ \\ \\ \\\ \\\ LOCK 14, <br />PROPOSED HOUSE AND GRADING PREPARED FOR: <br />` ` \ PAUL CAMERON <br />CHAMBERLAIN CAPITAL LLC <br />\ 11578 <br />IN,\ 12 \ I I EDEN PRA PR <br />AIRIE, MN 155344 <br />I <br />\ \ \ \ \, _moo I <br />_ <br />\ \ \ \ ---__ 129.37 I <br />'' \� N90.00'00"E <br />\ 60 \ \ \ \ \, \ 1/2 INCH IRON PIPE I _ — — — <br />1.85 SOUTH OF o'er <br />\ \ \ \ \ I ( 15 FOOT WIDE SANITARY- CALCULATED POSITION _ — _ t <br />\ ` I / � SEWR EASEMENT <br />DOLE N0. 4604682 PER <br />INV I <br />\ 924.58 <br />IN, \ <br />\v <br />I I — — — — — — — — — — — — — — ---�— <br />N <br />/ I i <br />-- f <br />o\ <br />--- <br />- — — — — — — — — — — — — — — <br />-- -- 946- <br />k� 940 <br />- <br />77 <br />I. <br />_ I- <br />f. <br />• <br />— 950— — — <br />RE I <br />I B E .• <br />I <br />_ <br />- - --- <br />945 <br />^ <br />5 � <br />9 _ <br />\ \ \ _ �W \ _ <br />?600 _ J `n ^\ aQ <br />_ z <br />t \ <br />— _ <br />6 \ \ \ <br />— — _.-• - 9 CAIN/N <br />r <br />\ \ <br />\ <br />Ld <br />\ 0\ \ <br />1 Q \ \ \ \ \ `� ` ` �h ( LAK�. \ \ \ \ I �� — -- O <br />_ _ <br />.666 <br />\ (O- �\ o \\ 951 I 1 1 1 \ \ <br />33.58 <br />SHED <br />I TO BE \96 O/ <br />15 \ REMOVED-' O ` P o� 1,5 <br />H ROpOSED 00 <br />I <br />F'ROpO FOV SE #1340 KA, / 952 <br />\ \ "._ _c N GgRAG eD 8fiE ` 963.82 co / !'A r/0 <br />\ \ \ E 9$2.78 BW 9 2s�4 <br />\ \ \ -- <br />\ \ 9 S <br />J <br />� � I SANITARY <br />I — CONNECTION <br />6_ <br />15;: <br />(k t \i 0/, ;; FAUN Tpp OF' T 9 SR \ I I \ I I f <br />®° H 962.2 1 DAT/pN fi A//V//VC,, \ I 1 <br />o °p0R / r; C0� pRppO 962.5 W, I I <br />\ 1 <br />22.00'—,/ SRI s Ec�E2.00 <br />ki A D ED � W � 0 ,� I I / <br />f oo ' 10. 00 pO C Y �� �. $ 1 N ^ I I I <br />22.40 N� <br />("10 <br />I I I ;�3 INV = I <br />O 939.35 <br />\ ` 20 3,50 s APS Z <br />SWELL 1 9��h /�� _ N 5p �<< % O 13 Op 961.0 /--^---- <br />F— \ \ , (ABANDONED AND // o o to o I , <br />\ \ % SEALED) Q'� / j ttj `^ _ o //IX) t I II <br />EXISTING <br />HOUSE TO BES [j 11 58 I <br />REMOVED �ti_ 'I4550�.- <br />rY' , 16 MAP,, F 8. / 1 <br />I <br />� I <br />WALK <br />\ ryl LCA <br />_ _ _ .__.�_ _ _ . _ I <br />A<; _ ��AV ,' _ 961 I ° <br />/2 / I / 1 <br />� I / I I , <br />I/ D I I I 12 I >_ <br />10 w BIR <br />4 WELL TO I 1 w <br />�/ R <br />\ , REMAIN <br />` � O� 96 �\ '•� /'- 944 — — — <br />/ I <br />� 3/4 INCH IRON 11 BIR / ' � ,�� ' <br />J 0 PIPE ALC WEST \ --- no w <br />h. o OF CALCULATED 96 <br />1, h POSITION ` Piut1 &Zoning Plantvirly <br />❑H ❑H ❑H ❑H ❑H w <br />DBL 14 CED / qagk/pian Review Date: <br />Scale, in Feet <br />0 10 <br />RECEIVED <br />SEP 11-2015 <br />CITY OF ORONO <br />LEGEND: <br />FOUND IRON PIPE <br />(1/2 INCH UNLESS NOTED OTERWISE) <br />0 SET 1/2" REBAR <br />W/CAP #44109 <br />POWER POLE (WITH GUY ANCHOR) <br />° DECIDUOUS TREE (SIZE IN INCHES) <br />CONIFEROUS TREE (SIZE IN INCHES) <br />i <br />OVERHEAD UTILITY LINE <br />�a <br />CHAINLINK FENCE <br />X PROPOSED SPOT ELEVATION <br />�x EXISTING SPOT ELEVATION <br />X001 PROPOSED TOP / BOTTOM OF RETAINING WALL <br />xe� <br />EXISTING CONTOUR LINE (NO PROPOSED CHANGE) <br />EXISTING CONTOUR LINE (TO BE CHANGED) <br />PROPOSED CONTOUR LINE <br />e <br />PROPOSED SILT FENCE / GRADING LIMITS <br />DIRECTION OF SURFACE DRAINAGE <br />CITY OF OR NO <br />SITE PLAN V J,-RADING `_'NN <br />APPROVED <br />❑APPROVED WITH REVISIONS <br />0 DISAPPROVED <br />BY <br />DATE l6 / <br />\ / I I •• / CERTIFICATION <br />S8 5' r I <br />e� �`. 9 4 04 E /I 1 _. I / / / PP OVED <br />9.25 / IflOI he by certify survey, pan, or report <br />re c ify that this su I <br />12 13a�' VEDW vl S(S" } was prepared by me or under my direct <br />0 / / CDEN ED supervision and that I am a duly Licensed Land <br />96 / / ^ / / Surveyor under the laws of the state of <br />GRAVEL °�� t! .x. �I /�h° / I / / Minnesota. <br />/ Mln to <br />2a x ,• <br />l l I I <br />SIGNED <br />Travis W. Van Neste, Minnesota Professional Surveyor 44109 <br />Michigan Professional Surveyor # 6695 <br />JOB # 2014082 ISSUED: 11-13-2014 <br />INV = 939.62 DRAWN BY: TWVN REV: 9-3-2015 <br />SCALE: 1" = 10 FEET <br />VAN NESTE SURVEYING <br />PROFESSIONAL SURVEYING SERVICES <br />85 WILDHURST ROAD EXCELSIOR, MN 55331 V S <br />PHONE (952) 686-3055 TOLL—FREE FAX (866) 473-0120 <br />WWW.VANNESTESURVEYING.COM <br />SHEET 1 OF 1 <br />2-05- 1,35 <br />IVIS A0K (d 74f4"r ,'rry,_ <br />