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U.S. PUBLIC LAND SURVEY MONUMENT RECORD
<br /> I N S T R U C T I O N S: This record shall show the location of the corner and shall
<br /> include all of the following nine elements(a through i).
<br /> (a) Identify the corner by reference to the U.S. Public Land Survey System.
<br /> 0 = Corner monument restored.
<br /> 20 21 I
<br /> 20 21 �21 1 _
<br /> WEST QUARTER CORNER OF SECTION 21, 1
<br /> TOWNSHIP 08 NORTH, RANGE 09 EAST,
<br /> TOWN OF WESTPORT, DANE COUNTY, WISCONSIN I I I
<br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence, or any o
<br /> other material evidence you considered, and whether the monument was found or placed. N c >2
<br /> I found a concrete monument with a brass cap leaning substantially per tie sheet by Ronald E. Williamson, dated July v=p=
<br /> 17, 1984. All four (4) witness monuments as referenced were found lying on their side on the ground. I set a 1-1/" ,WO Z
<br /> x 60"m solid iron re-rod at the base of the concrete monument with brass cap (see picture) and placed four (4) W v L 0
<br /> ties as referenced below. Dote of field survey & monument recovery was October 2, 2015. ■ E
<br /> I% ,..
<br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness 's Q k.,
<br /> monuments shall be made of concrete, natural stone, iron, or other equally durable material.) Describe co co--•=j
<br /> witness monuments. S Lu O O�
<br /> (d) Show a plan view drawing depicting the relevant monuments and reference ties which is sufficient in detail Q Ov
<br /> to enable accurate relocation of the corner monument if the corner monument is disturbed. Indicate North. m
<br /> SECT/ON CORNER MONUMENT FOUND SCALE: 1"=40'
<br /> Y� i �v - ,.-
<br /> 4 '' " lt ? NW CORNER OF
<br /> a SECTION 21-08-09
<br /> �tr'g" as7 - ' ��� �� CONCRETE MONUMENT WITH
<br /> [' .;3 .,....,0'
<br /> •4 r.410.. i F / BRASS CAP FOUND i-•
<br /> i' t•i ,Iii
<br /> i � ,'4-
<br /> �
<br /> ` ; ♦r h n
<br /> /'j a: �; 1 j• > ': E: Y h h CENTER OF
<br /> rr• f` p
<br /> to SEC17ON 21-08-09
<br /> _/ - v 4.4%.\ '.,,k.. " '„ "i'jar 2 7 ALUMINUM MONUMENT
<br /> 4- \ :-•-•431e '•''
<br /> FOUND
<br /> 1 ,r a. N22'46.20£37.93'
<br /> I - ,3?64• 5895921 E
<br /> e► - ►' '• 2662.46'
<br /> ` S86 4626'E 4730
<br /> LEGEND
<br /> SET 3/4""0 x 60" S O L I D IRON A ry k i W% CORNER OF
<br /> RE-ROD, MIN. WT. 1.50 /bs./ft.
<br /> •� y/ SECTION 21-08-09
<br /> O SET 1-%4"4 x 60"SOLID IRON 5" SET IRE 0 x 60° SOLID
<br /> O RE-ROD, MIN. WT. 1.50 lbs./ft. IRON RE R00 AT THE BASE OF
<br /> LEANING CONCRETE MONUMENT
<br /> WITH BRASS CAP
<br /> MEASURED COORDS OF RE-ROD:
<br /> N=512275904
<br /> E=805677 953
<br /> (e) Describe any material discrepancy between the location of the corner as restored or
<br /> re-established and the location of that corner as previously restored or re-established by
<br /> distance and direction. Show the discrepancy on the plan view drawing under (d), above.
<br /> Show the distances between the corner as previously restored or re-established and (1) the
<br /> corner as restored or re-established, and (2) to at least 2 of the 4 witness monuments
<br /> shown on the drawing in (d), above.
<br /> No known discrepancy.
<br /> (f) Was the corner restored through acceptance of(1) on obliterated evidence location, or, (2) a
<br /> found perpetuated location?
<br /> Found perpetuated location.
<br /> (g&h) Was the corner re-established through lost corner proportionate methods? If so, show the
<br /> method, including the directions and distances to other public land survey corners used as
<br /> evidence or used for proportioning in determining the corner location.
<br /> Affix Land Surveyor Seal
<br /> Found perpetuated location.
<br /> (i) I, Michael S. Marty, Professional Land Surveyor No. 2452, hereby certify that the corner Off• `sC O NS� d,,
<br /> location shown on this record was determined by me or under my direction and control and that t� �..••••••••..• /j/ ,P
<br /> this U.S. Public Land Survey Monument Record is correct and complete to the best of my �` •.• .
<br /> knowledge and belief. ( MICHAEL S. •. * i
<br /> “\;(56& S. ©C b.v 11s 10 5 MARTY
<br /> By. Vierbicher Associates,lnc. Date
<br /> — S S 2452
<br /> Michael S. Marty, P.L.S. No. 2452 : . NEW GLARUS, : .7
<br /> i .
<br /> l •
<br /> • •
<br /> V FN.' 140051 ` •••• W .• O
<br /> vierbicher � 4 DATE: 10/16/2015 '�,� ••• Q ��
<br /> planners I engineers I advisors Drafted By. MMAR ,`//ffY/�7 SUM ,1,,,,��
<br /> REEDSBURG-MADISON-PRAIRIE DU CHIEN 1
<br /> 999 Fourier Drve.Suite 201 Manson.Wisconsin 53717 Checked By MZIE 1_ —I
<br /> Phone:16081 826-0532 Fax:(608)826-0530
<br /> 16 Oct 2015-10:19a M:\Carriage Ridge,LLC\140051_Westport Development\CADD\140051_tieSheets.dwg by:mmar
<br /> 14-0 W1 4'0 a.,Od 0
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