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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 /> e = Corner monument restored. N W i-Q
<br /> Wo�Z
<br /> 05 04 — ��~°
<br /> 08 09 — -f—/ �{5 ( w � E k�in�
<br /> VV ry' kc°���
<br /> SOUTHEAST CORNER OF SECTION 05, — — a
<br /> TOWNSHIP 06 NORTH, RANGE 08 EAST, s z W k°
<br /> TOWN OF VERONA, DANE COUNTY, WISCONSIN Q~o
<br /> • m
<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.
<br /> I found an Aluminum Monument 5"± below the asphalt pavement surface per tie sheet by Carl M. Sandsness, dated
<br /> November 1, 1998. I found the northeasterly, easterly, and southeasterly 144" solid iron rods as referenced on said
<br /> tie sheet. I accepted the Aluminum Monument (see picture), tied into the 1—Y" rods, and placed one (1) tie as
<br /> referenced below. Date of field survey & monument recovery was February 15, 2016. Elevations provided on section
<br /> corners are based upon the NAVD88 Datum.
<br /> (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 E 14 COR.
<br /> witness monuments. SEC. 05-06-08
<br /> (d) Show a plan view drawing depicting the relevant monuments and reference ties which is sufficient in detail ALUM/NUM
<br /> to enable accurate relocation of the corner monument if the corner monument is disturbed. Indicate North. MONUMENT ED.
<br /> MEA SURED COORDS:
<br /> SECT/ON CORNER MONUMENT FOUND LEGEND N=464372.88
<br /> SET 3%"d x 18"SOLID IRON E=773419.13
<br /> 1 Y RE-ROD, MIN. WT. 1.50 lbs./R. I Z=1061.92
<br /> ti O 1—%"e SOLID IRON ROD FD.
<br /> r€ f '� ' QO 1"0 IRON PIPE FD.
<br /> e, w ` ' la TELEPHONE PEDESTAL ��
<br /> IS y .X''k-`.f•. C jU17LITY POLE y J OF FENCE
<br /> : '',x E— DOWN GUY =N L/NE
<br /> it lett
<br /> .fr - SIGN -z_\ I /.
<br /> I N 1A I
<br /> k. . h �_\ /
<br /> X r ` . S d
<br /> CI,,'\ / 0 581 03'32 E
<br /> cs' \ 1 / ry� 23.67'
<br /> e.
<br /> 4 -_of-- .", Q, rc T \ I / ( 58945'55"W
<br /> O.73±
<br /> �,i:,= ,.
<br /> FROM FENCE
<br /> SE COR. SEC. 05-06-08 06—08 T�' - CORNER
<br /> ' ALUMINUM MONUMENT FD.
<br /> ' .. l \ S32'3150"E
<br /> MEASURED COORDS: / 41.49'
<br /> N=461732.74 O
<br /> E=773357.02 .' 1 = \
<br /> Z=1031.00 "\
<br /> / `A..'7.5, O OO
<br /> od 0/ QY
<br /> cD ") a Q LA/8745'13"E
<br /> / 0 O� 1015'
<br /> (e) Describe any material discrepancy between the location of the corner as restored or �N W o
<br /> re—established and the location of that corner as previously restored or re—established by / W z
<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 SCALE: 1"=40'
<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) 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 /> T \,,11111,//
<br /> (i) I, Michael S. Marty, Professional Land Surveyor No. 2452, hereby certify that the corner \\ o //
<br /> location shown on this record was determined by me or under my direction and control and that \\\`G �.... NSA/7�
<br /> this U.S. Public Land Survey Monument Record is correct and complete to the best of my i
<br /> knowledge and belief. . .
<br /> ,Cap& ,S M y�,.--- April 11th, 2016 -
<br /> 016 MARTY MICHAEL S.
<br /> By. Vierbicher Assoc/ates,lnc. Date —
<br /> Michael S. Marty, P.L.S. No. 245S—) - S-2452 —
<br /> . . NEW GLARUS, ..L;
<br /> vierbicher EN: 160042 :�4-. WIS. o
<br /> DA TE; 04/11/2016
<br /> planners I engineers advisors // \\■
<br /> REEDSBURG-IADISON-PRAIRIE DU CHIEN Drafted By. WAR I //,/1S U R�\\\
<br /> 400 Viking Drive Reedsburg. Wisconsin 53959 Checked B MZIE
<br /> Phone: 16081524-6468 Fax 16081524-8218 r
<br /> I I Apr 2016-5:09p M:\Madison City of\160042_Bitzer Property\CADD\l60042_Tie Sheets.dwg by:mmar
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