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U.S. PUBLIC LAND SURVEY MONUMENT RECORD
<br />I N S T R U C T 10 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 />= Corner monument restored.
<br />T07N R08E
<br />32 33
<br />05 04
<br />T06N ROBE
<br />NORTHEAST CORNER OF SECTION 05,
<br />TOWNSHIP 06 NORTH, RANGE 08 EAST,
<br />TOWN OF VERONA, DANE COUNTY, WISCONSIN
<br />fi fi fi
<br />+-05-+
<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 c Concrete Monument with Brass Cap 4 °f below the asphalt pavement surface per tie sheet by Carl M.
<br />Sondsness, 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 "0 solid iron rods, and placed two (2(
<br />ties os referenced below. Date of field survey & monument recovery was February 15, 2016. Elevotlons provided on
<br />section corners are bused upon the NAV088 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
<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 comer monument is disturbed. Indicate North.
<br />SECTION CORNER MONUMENT FOUND
<br />LEGEND
<br />SET 314 0 x 18 SOLID IRON
<br />FIE —ROD, MFN. WT 1.50 Ibs.lft.
<br />CFTY OF MADISON
<br />WITFVESS MOFVUMENT FD.
<br />3/4'0 SOLID IRON ROD FD.
<br />� 3U71LITY POLE
<br />589'06'35 "W 8.96
<br />A160 °27'53 "W 3057' —
<br />BENT
<br />ED OF OF PA I/EMEN7-
<br />OF MID TOWN RD.
<br />REFERENCE MOIV.
<br />S60'56'22 W 30.46'
<br />NE CDR. SEC, 05-0(5-05
<br />CONCRETE MONUMENT
<br />WITH BRASS CAR FD,
<br />MEASURED COORDS:
<br />(e) Describe any material discrepancy between the location of the comer as restored or N= 466986. 78
<br />re— established and the location of that corner as previously restored or re— established by E= 773454.99
<br />distance and direction. Show the discrepancy on the plan view drawing under (d), above. 2= 10,33, 67
<br />Show the distances between the corner as previously restored or re— established and (1) the
<br />comer 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 />N
<br />W E
<br />S
<br />0
<br />A)
<br />A- Q)
<br />0
<br />o
<br />Q o
<br />W o
<br />m
<br />REFERENCE
<br />MONUMEN T FOUND
<br />(CAP BROKE I OFF)
<br />A SPHA L T
<br />ORF I/E
<br />N1930251- 21.80'
<br />S54 34 391E 38.37'
<br />,CFA I/EL�DRI /E
<br />SO °47'70 "W 2673.55'
<br />SCALE 1" =40'
<br />E %4 COR.
<br />SEC. 05-0(5-08
<br />ALUMINUM
<br />MONUMEN T FD.
<br />Tie sheet by Bruce Frudden depicts the Reference Monument shown hereon as the corner. Tie sheet by Ronald E.
<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 />MEASURED COORDS:
<br />N 464372.88
<br />E= 773419. 73
<br />Z 7067.92
<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 />(gdth) Was the comer re— established through lost comer proportionate methods? If so, show the
<br />method, including the directions and distances to other public land survey comers used as
<br />evidence or used for proportioning in determining the corner location.
<br />Found location.
<br />_Affix Land Surveyor Seal
<br />perpetuated
<br />(i) I, Michael S. Marty, Professional Land Surveyor No. 2452, hereby certify that the corner
<br />��
<br />I �� G O V
<br />V
<br />location shown on this record was determined by me or under my direction and control and that
<br />this U.S. Public Land Survey Monument Record is correct and complete to the best of my
<br />knowledge and bel' f.
<br />I I
<br />MICHAEL S.
<br />_ =
<br />April 11th, 2016
<br />I MARTY _
<br />By.' Vierbicher Associates,lnc. Date
<br />I = S -2452
<br />Michael S. Marty, P.L.S. No. 245
<br />NEW GLARUS,
<br />vierbicher
<br />FN 160042
<br />I Wis. o I
<br />planners I engineers I advisors
<br />DA FE-. 0411112016
<br />I ! I
<br />REEDSBURG - MADISON - PRAIRIE DUCHIEN
<br />400 Viking Drive Reedsburg, Wisconsin 53969
<br />Drafted R
<br />By' MMA
<br />Phone: (608) 524 -6468 Fax: (608) 524 -8218
<br />Checked By.' MZE
<br />11 Apr 2016 - S:IOp M: \Madison City of\160042_Bitzer Property \CADD \160042_TieSheets.dwg by: mmar
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