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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. 1 I • o
<br /> W
<br /> • = Corner monument restored. N �°, Q
<br /> T07N RO8E — -} — t —1- — z
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<br /> 32 33 W��c)
<br /> 05 04 - w E+D5 1 _� ,_
<br /> TO6N RO8E r'' 1 co,��
<br /> NORTHEAST CORNER OF SECTION 05, 4- 4 — v,
<br /> TOWNSHIP 06 NORTH, RANGE 08 EAST, S 1 o a
<br /> TOWN OF VERONA, DANE COUNTY, WISCONSIN
<br /> c0
<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 a Concrete Monument with Brass Cap 4"f below the asphalt pavement surface per tie sheet by Carl M.
<br /> Sandsness, dated January 14, 2007. I found the Reference Monument and the SW City of Madison Witness Monument
<br /> as referenced on said tie sheet. I accepted the Concrete Monument with Brass Cap (see picture), tied into the
<br /> Reference Monument (see picture), & Witness Monument, tied into two (2) 3/4"Ø solid iron rods, and placed two (2)
<br /> ties as referenced below. Date of field survey & monument recovery was February 15, 2016. Elevations provided on REFERENCE
<br /> section corners are based upon the NAVD88 Datum. MONUMENT FOUND
<br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness (CAP BROKEN OFF)
<br /> monuments shall be made of concrete, natural stone, iron, or other equally durable material.) Describe
<br /> witness monuments. `
<br /> (d) Show a plan view drawing depicting the relevant monuments and reference ties which is sufficient in detail
<br /> to enable accurate relocation of the corner monument if the corner monument is disturbed. Indicate North.
<br /> SECT/ON CORNER MONUMENT FOUND LEGEND
<br /> A SET 3/4°0 x 18" SOLID IRON
<br /> RE-ROD, MIN. WT. 1.50 lbs./ft. !
<br /> ® C/TY OF MADISON
<br /> A
<br /> 4NTNESS MONUMENT EO. ` ""
<br /> • 3/4 0 SOLID IRON ROD FD.
<br /> ,UTILITY POLE
<br /> :'_ u ,I
<br /> S89 06'35"W 8.96'
<br /> N6021'53"W 30.57'
<br /> \ N�X40" BENT ASPHALT
<br /> . ----- 948,0" • DRIVE
<br /> t
<br /> •
<br /> EDGE OF PAVEMENT ��
<br /> N19.3025"E 21.80'
<br /> OF MID TOWN RD. '' i•
<br /> REFERENCE MON. N 554'34'39"E 3831'
<br /> ,74d. �GRAVELNDRIVE
<br /> 56056'22"W 30.46'
<br /> NE COR. SEC. 05-06-08
<br /> Ili ,,,,i,., - , ,i1,..*p CONCRETE MONUMENT /
<br /> WITH BRASS CAP FD. so4Tlo"w 2611 E: I
<br /> SCALE: 1"=40'
<br /> MEASURED COORDS: E 1/4 COR.
<br /> (e) Describe any material discrepancy between the location of the corner as restored or N=466986.18 SEC. 05-06-08
<br /> re-established and the location of that corner as previously restored or re-established by E=773454.99 ALUM/NUM
<br /> distance and direction. Show the discrepancy on the plan view drawing under (d), above. Z=1033.61 MONUMENT FD.
<br /> Show the distances between the corner as previously restored or re-established and (1) the MEASURED COORDS:
<br /> corner as restored or re-established, and (2) to at least 2 of the 4 witness monuments N=464372.88
<br /> shown on the drawing in (d), above. E=773419.13
<br /> Tie sheet by Bruce Frudden depicts the Reference Monument shown hereon as the corner. Tie sheet by Ronald E. Z=1061.92
<br /> Williamson, dated 5-27-87 depicts the Reference Monument as the corner, as does tie sheet by Carl M. Sandsnes,
<br /> dated 1-31-1994. Tie sheet by Francis R. Thousand, dated 5-15-2000 depicts the Reference Monument as being 8.96'
<br /> West of the corner as does subsequent tie sheet by Francis R. Thousand, dated 1-14-2007, which depicts the Reference
<br /> Monument as being S89'06'35'W, 8.96' of the corner.
<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. Affix Land Surveyor Seal
<br /> Found perpetuated location. \\�,\1 1 1 1 1//1// 7
<br /> (i) 1, Michael S. Marty, Professional Land Surveyor No. 2452, hereby certify that the corner \\\ G O n' /v7
<br /> location shown on this record was determined by me or under my direction and control and that \S ... .- S�
<br /> this U.S. Public Land Survey Monument Record is correct and complete to the best of my
<br /> knowledge and beli f. �^
<br /> .S . M •-"-'-- April 11th, 2016 MICHAEL MARTY S .*
<br /> By. Werbicher Associates,lnc. Date - S-2452 -
<br /> Michael S. Marty, P.L.S. No. 245 - -
<br /> . %r NEW GLARUS, .:Ce;
<br /> vierbicher FN: 160042 -,74;... WIS. . 'o ;
<br /> •, DATE.• 04/11/2016 --..1
<br /> planners I engineers I advisors r '7/O p 'C/\\�
<br /> REEDSBURG-MADISON-PRAIRIE DU CHIEN
<br /> Drafted By. MMAR I //f f fS U n \\���
<br /> 400 Viking Drive Reedsburg, Wisconsin 53959 Checked B. MZ/E L— J
<br /> Phone: (6081 524-6468 Fax 16081 524-8218 r
<br /> 11 Apr 2016-5:10p M:\Madison City of\160042_Bitzer Property\CADD\160042_Tie Sheets.dwg by:mmar
<br /> L4 0`7 cC 3 OC:
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