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CERTIFICATE OF SURVEY <br />GRADING AS -BUILT <br />Cc o co ��Y <br />N 00 00 CO C <br />o) rn w P P 990 �� �9 Q <br />I <br />°0 <br />/PIE / I \ \ \,N 89'13'11 " W <br />277.48 \ <br />— <br />\ I 122.05 _ 103.46 51.97 <br />I DRAINAGE AND UTILITY EASEMEN7� <br />10 F— — i — — — — -I- — — — — }-- — — — — -- — — — — \ — — — — — — — — — — <br />w <br />I <br />U1 <br />LO <br />I QILS0 FOOT <br />—SAACK LINE I \ <br />\ L01 <br />�1 00 <br />q l / I \ o a o \oma <br />RETAINING <�0� <br />WALL \ _ <br />�C11o \ \ 1 \ -`QO <br />\ o \ 1 1 / <br />/ z \ \ I / 5300 \ 16 <br />NON-STRUCTURAL 1� \ <br />PILASTER EXTENDS 1.3 c) <br />SQ Fr. INTO <br />WITHIN SETBACK) (1.8 1-1 300 �� \ <br />CP j <br />4"® oa <br />3 300 <br />Or <br />v v v \ sEp � <br />V A V A TICox) <br />19.83 o I <br />� 90-1 1 <br />�� o� 1 <br />00 <br />/ ^ <br />I CD0 YI <br />\ 4„ o <br />CV a o/ - I <br />J <br />K <br />A �� ti G SINE <br />\ \ <br />�I <br />RETAINING— x 99 <br />�j o �`" �?� \4 .8 <br />WALLS <br />980 3 \ \ �� \ \ \ 8 50 - o m�� 3.g)� Q <br />p <br />I/ \ <br />Ni 1� 70 v 96.7 <br />VBUF ERNE \ \� \ \ \ \ 150 �� C0 99s.2 996 WELL _A- <br />;�i00 �9900 995 <br />LEGAL DESCRIPTION: <br />LOT 4, BLOCK 1, CRYSTAL BAY ESTATES, <br />HENNEPIN COUNTY, MINNESOTA <br />. . . . . -1 • . <br />L �� L <br />PAUL CAMERON <br />CHAMBERLAIN CAPITAL LLC <br />11578 CHAMBERLAIN CT <br />EDEN PRAIRIE MN 55344 <br />O f <br />v v 1 2" <br />—,-RETAINING <br />7R� <br />-5 I MAPLE <br />N WALLS <br />982 <br />C 997., �. <br />v— _-- ��� D <br />__ \� \ <br />I \ \ \ II ���� i��� g�5 4° — 996 <br />EASEMENT <br />� I <br />/ I v Q <br />— 984_ _ w� l�q I \ A o �0 <br />/ I \ y� <br />/ I K <br />II \ / /2" <br />MAPLE �� \ <br />i \ v 30 FOOT — <br />I SETBACK UNE 1 /l IL_ I , <br />10 <br />1 1 <br />P � R <br />o Q0 � Ji I <br />w ���x <br />\ <br />30875 I A \ \\ <br />N 86-48'42"-E---- <br />/ <br />\ <br />/ J PIPE WITH CAP #40344 \ \ <br />CERTIFICATION <br />Scale, In Feet <br />0 <br />LEGEND: <br />FOUND IRON PIPE <br />(AS NOTED) <br />0 SET 1 /2" REBAR <br />x PROPOSED SPOT ELEVATION <br />11 <br />/g6w, - EXISTING CONTOUR LINE <br />20 <br />DIRECTION OF SURFACE DRAINAGE <br />11 WETLAND BUFFER SIGN <br />BITUMINOUS SURFACE <br />BASEMENT FLOOR ELEVATION 987.7 <br />GARAGE FLOOR ELEVATION 997.3 <br />TOP OF FOUNDATION WALL 997.5 <br />FIRST FLOOR ELEVATION 998.3 <br />NOTES: <br />1) THIS SURVEY WAS PERFORMED WITHOUT THE <br />BENEFIT OF A TITLE INSURANCE COMMITMENT. <br />EASEMENTS SHOWN ARE PER PLAT OF CRYSTAL <br />BAY ESTATES. <br />2) ADDRESS OF THE SUBJECT PROPERTY: 2970 <br />LILLIAN LANE, ORONO, MN 55391 <br />P.I.D.:33-1 18-23-31-0017 <br />3) PARCEL AREA: 100,362 SQ. FT. <br />4) BEARING BASIS IS ASSUMED. <br />5) DATE OF FIELDWORK: 7-14-2021 <br />HARDCOVER CALCULATIONS: <br />HOUSE: <br />4,071 SQ. FT. <br />COVERED STOOP: <br />83 SQ. FT. <br />SCREEN PORCH: <br />265 SQ. FT. <br />TOTAL STRUCTURAL <br />HARDCOVER: 4,419 SQ. FT. OR 4.4% <br />DRIVEWAY: <br />2,258 SQ. FT. <br />WALKWAY: <br />316 SQ. FT. <br />STOOP: <br />18 SQ. FT. <br />TOTAL HARDCOVER: 7,011 SQ. FT. OR 7.0% <br />I hereby certify that this survey, plan, or report <br />was prepared by me or under my direct <br />supervision and that I am a duly Licensed Land <br />Surveyor under the laws of the state of <br />Minnesota. <br />SIGNED <br />Travis W. Van Neste, Minnesota Professional Surveyor #44109 <br />Michigan Professional Surveyor #46695 <br />JOB # 2019014 ISSUED: 7-31-2020 <br />DRAWN BY: TWVN REV: 7-14-2021 <br />SCALE: <br />VAN NESTE SURVEYING <br />PROFESSIONAL SURVEYING SERVICES c <br />85 WILDHURST ROAD EXCELSIOR, MV SN 55331 <br />PHONE (952) 686-3055 TOLL-FREE FAX (866) 473-0120 <br />WWW.VANNESTESURVEYING.COM SHEET 1 OF 1 <br />