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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. I o
<br /> N o>.=
<br /> • = Corner monument restored. W Q
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<br /> 05 05 ��W0
<br /> 05 05 — — w �E Li
<br /> CENTER OF SECTION 05,
<br /> Ij (3~~
<br /> TOWNSHIP 06 NORTH, RANGE 08 EAST, s o
<br /> TOWN OF VERONA, DANE COUNTY, WISCONSIN
<br /> LA
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<br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence, or any
<br /> other material evidence you considered, and whether the monument was found or placed. SIDE VIEW OF
<br /> I found a City of Madison Brass Capped Monument per tie sheet by Carl M. Sandsness, dated November 1, 1998 and MONUMENT FOUND
<br /> tie sheet by same dated March 20, 2007. I found the three (3) of the four (4) 1"0 Iron Pipes as shown on tie aq,.� -g „�
<br /> sheet dated November 1, 1998 and one (1) 1"0 Iron Pipe lying on its side on top of the rock pile. I accepted the �T ��-ry
<br /> i„
<br /> City of Madison Brass Capped Monument (see pictures), tied into the three (3) witness monuments, and re—set the .b4
<br /> fourth (4th) witness monument as referenced below. Date of field survey & monument recovery was February 15, �4; s UV.
<br /> 2016. Elevations provided on section corners are based upon the NAVD88 Datum. / .. ,,:.:e(c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness �, * '
<br /> •monuments shall be made of concrete, natural stone, iron, or other equally durable material.) Describe It'.
<br /> w a
<br /> witness monuments. su ' • ate
<br /> (d) Show a plan view drawing depicting the relevant monuments and reference ties which is sufficient in detail fwx�s
<br /> to enable accurate relocation of the corner monument if the corner monument is disturbed. Indicate North. `', kV�
<br /> /SEC I70N CORNER MONUMENT FOUND LEGEND f 't�-
<br /> �wr" i 0 1-0 IRON PIPE FOUND � '_,t+� -. , '�,
<br /> 4
<br /> ) LJT/L/rY POLE
<br /> ,At'. t 'It
<br /> V
<br /> omixesikkis
<br /> I TREE
<br /> STUMP
<br /> �, OO N4'10 26 E 19.13'
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<br /> N4121 49"W_�
<br /> 23.27' ®� \ � �0 �.
<br /> lvi I o
<br /> FD. 1-0 PIPE LYING ON —
<br /> N88179'11 E 2673.58_ -
<br /> SIDE ON TOP OF ROCK
<br /> PILE, RE-SET EAST
<br /> OF ROCK PILE
<br /> + N4719'47"W
<br /> SCALE: 1"=20'
<br /> 9'27' N7135'331-23.04'
<br /> I'
<br /> CENTER OF SEC. 05-06-08
<br /> CITY OF MAD/SON BRASS
<br /> CAPPED MONUMENT FD. E %4 COR.
<br /> PUBLISHED COORDS• SEC. 05-06-08
<br /> (e) Describe any material discrepancy between the location of the corner as restored or N=464286.75 ALUMINUM
<br /> re—established and the location of that corner as previously restored or re—established by E=770746.62 MONUMENT FD.
<br /> distance and direction. Show the discrepancy on the plan view drawing under (d), above. Z=1046.28 MEA SURED COORDS:
<br /> Show the distances between the corner as previously restored or re—established and (1) the MEASURED COORDS. N=464372.88
<br /> corner as restored or re—established, and (2) to at least 2 of the 4 witness monuments N=464286.72 E=773419.13
<br /> shown on the drawing in (d), above. E=770746.94 Z=1061.92
<br /> No known discrepancy.
<br /> (f) Was the corner restored through acceptance of(1) an 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 /> \,0 1111/,/
<br /> (i) I, Michael S. Marty, Professional Land Surveyor No. 2452, hereby certify that the corner \\ O f/
<br /> location shown on this record was determined by me or under my direction and control and that "S\\�s�.... �s //7,
<br /> this U.S. Public Land Survey Monument Record is correct and complete to the best of my ^-
<br /> knowledge and belief. -' .v
<br /> *.-. MICHAEL S. •.1` -
<br /> S MU�c +. n April 11th, 2016 _ MARTY
<br /> By. Vierbicher Associates,7nc. /� Date —
<br /> Michael S. Marty, P.L.S. No. 2451--) _ _ 5-2452 —
<br /> . %� NEW GLARUS, :rt.::
<br /> v i e rb i c h e r FN: 160042 :� WIS• o
<br /> AlDATE:• 04/11/2016 i�O V�
<br /> planners engineers advisors // �/\\
<br /> REEDSBURG-MADISON-PRAIRIE DU CHIEN
<br /> Drafted By WAR //I11/ i \ _I\\\
<br /> 400 Viking Drive Reedsburg, Wisconsin 53959 Checked B MZIE
<br /> Phone: (608)524-6468 Fax: (608)524-8218 r
<br /> 11 Apr 2016-5:10p M:\Madison City of\160042_Bitzer Property\CADD\I60042_Tie Sheets.dwg by:mmar
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