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1987 Survey- first revision
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280 Big Island - PID: 23-117-23-32-0023
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1987 Survey- first revision
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Last modified
8/22/2023 4:13:14 PM
Creation date
12/4/2019 11:09:32 AM
Metadata
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Template:
x Address Old
House Number
280
Street Name
Big Island
Address
280 Big Island
Document Type
Survey
PIN
2311723320023
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Updated
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87864 23/117/23 <br />ADVANCE SURVEYING & ENGINEERING CO. <br />5811 Cedar Lake Road Minneapolis, MN 55416 Phone (612) 541 0500 <br />SURVEX FOR: /Q�V/ SM), A) <br />ROBERT POSTHUMUS <br />SAL ; ONE INCH EQUALS 20 FEET <br />SURVEYED: November 18, 1987 <br />DRAFTEDt December 3, 1987. REVISED: December 31, 1987. <br />LEGAL DESCRIPTION; <br />Lot 58 and Lot 59, MORSE ISLAND PARK, Hennepin County, Minnesota. <br />DALAL <br />EEl�evaati�o�n##�shown <br />• are based on Mean Sea Level per the North American Vertical Datum. (N.A.V.D.) <br />11=1WIS I <br />Top of iron pipe monument as shown, elevation - 950.89 (N.A.V.D.) <br />CONTQUR ANT PYA IS ONE 1`00011 <br />LEGAL DEECR?PTIQN SOURCE: <br />We have surveyed the above described property which the client claims to own or appears to own from various government <br />records. We make no representation that the client does in fact own the property nor that a search of the records has <br />boon made to determine the extent and nature of his holdings. If there is any doubt concerning the accuracy of the <br />toga( description, competent legal counsel should be retained to perform a title search and issue a title opinion for <br />our use In preparing the survey. <br />EASISKENTS: <br />We show only those easements which the client informs us of or which we happen to become aware of through other sources. <br />The survey doers not purport to show all easements and improvements. <br />r TAND R,D OXHIOLI AND CONY ION8:t <br />"o" Denotes 1/2" ID pipe with plastic plug bearing State License Number 10535 set, if ''o" is filled in, then denotes <br />found iron monument. <br />CERTZZIGAT10111 <br />I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly Registered <br />Land Surveyor under the Laws of the State of Minnesota. <br />.L.S. No. 10535 <br />95I --l' <br />9500.0 <br />EM <br />949--- <br />48 <br />49'48 <br />947 <br />i "94G-� <br />SCALE: P=20' <br />'WETABLE INTERFACE WITH DIAGONAL <br />AXIS ALIGNED WITH CONTOURS. <br />(4101. GREATER AREA THAN LONGITUDINAL <br />ALIGNMENT FORA SQUARE SYSTEM <br />55O/ <br />,949 / <br />-948 / <br />9 <br />47 / <br />-946 <br />SCALE: I" =20' <br />WETA6LE INTERFACE WITH <br />LONGITUDINAL AXIS ALIGNED <br />WITH CONTOURS, <br />Q� <br />�X- A 9�9\ <br />J9k\ <br />\9 <br />0 <br />BENCHMARK s� 9 <br />Top 0f Iron Pipe <br />Elev.=950,89 <br />.9� <br />S 9Q 3 <br />' 9 <br />' � Q <br />Power Poles <br />s <br />9454 s o \949+1 <br />�L <br />.� `952 9Se <br />y Soil 4V <br />Boring#1 a° <br />r1s] <br />",952A � y <br />WETABLE INTERFACE(577SQ.FT.) <br />REQUIRED FOR A ROCK BED 9T'Lx3 101 <br />' - <br />y" AREA OF 380 SQ. FT. Plerc#1 <br />'� 9 <br />1 ;oz0`\ <br />quo? <br />5 is �0\ 9m2� *2 a�A'y p9C o ' 952 <br />Gw \ y A,^ ''to ; Soil <br />�19 <br />9So `�� `� I P R 0 ED \�x#6 / 9 <br />19 <br />9 T6+ <br />\ s RS So° <br />.9 p? <br />� of CP <br />0 <br />ui <br />9� <br />`9939 xl <br />945 <br />411 <br />940x% <br />1546 „3 /tea mato <br />t <br />94 9 <br />Perc #4944*5 <br />Soil <br />Bori <br />OUB�E ND S/T <br />�Perc#5 T / <br />42 oring / <br />\QA 12 <br />/6' <br />ti10 <br />940„6 ,-\\ <br />Ij <br />d <br />'7 Fig . <br />Fdl <br />9��L 'off <br />NX \* <br />mot, <br />9° �6N <br />,9 \ j6+ <br />A? <br />A <br />940.2 <br />_91`70 <br />K` l <br />942.1 <br />03 <br />BEARINGS SHOWN ARE ASSUMED. <br />NOTE: Elevations are based oa•Lake Minnetonka level <br />11/16/87 Elevation = 928.04 <br />JOB NO. 81864 <br />
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