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46
<br /> 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
<br /> • = Corner monument restored. I
<br /> 17 16
<br /> 17 16 1_01_6_1_ —
<br /> WEST QUARTER CORNER SECTION 16, — —
<br /> TOWNSHIP 08 NORTH, RANGE 09 EAST,
<br /> TOWN OF WESTPORT, DANE COUNTY, WISCONSIN
<br /> (b) Describe any record evidence, monument evidence, occupational evidence, testimonial evidence, or any 00
<br /> other material evidence you considered, and whether the monument was found or placed. N c Z
<br /> I found a concrete monument with a brass cap per tie sheet by James W Burns, doted March 18, 1991. I did not v Z p 2
<br /> find any of the witness ties os referenced on said tie sheet. I accepted the concrete monument with brass cap, (see W O0 Z
<br /> picture) and tied into four (4) existing irons as referenced below. Date of field survey & monument recovery was W 04.10
<br /> v
<br /> October 6, 2014. W == E Qz O
<br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness Q 5~
<br /> monuments shall be mode of concrete, natural stone, iron, or other equally durable material.) Describe ..o
<br /> witness monuments. S Z W Ct v
<br /> SCALE.SCAL 1"=80' ti 2
<br /> (d) Show a plan view drawing depicting the relevant monuments and reference ties which is sufficient in detail Q v
<br /> to enable accurate relocation of the corner monument if the corner monument is disturbed. Indicate North. co
<br /> SECT/ON CORNER MONUMENT FOUND 4.
<br /> T 5 8: ASHLAWN ADD/170N lc, ASHLAI4.1 ADO/110N
<br /> / TO SOU THBRIDGE `r TO SOUIHBRIDGE
<br /> ,* '�1- _ OL 10 I
<br /> IN OL 9
<br /> '>: !41,":71,..I'-4-.., a, W O CORNER OF
<br /> ,- SECTION 16-08-09 p
<br /> CONCRETE MONUMENT v
<br /> WI TH BRASS CAP FOUND
<br /> ' MEASURED COORDS I O
<br /> N=517583693
<br /> g'Z i E=805721.062 N89'55'151.-
<br /> 64.11
<br /> > — — N89 32'05"W 15718" — — Ali
<br /> § I
<br /> Ia
<br /> AO"1.y4 AO". 54 I 53 oi
<br /> BLUE RIDGE ADDI PON ,°o PLAT OF
<br /> \i SHENANDOAH
<br /> a ... 4 _ — —I— TO SOUTHBRIDGE I OL 1
<br /> 7 v)
<br /> LEGEND 19 H
<br /> 0 3/4"Ø SOLID IRON ROD FOUND
<br /> — — —I— — J 52
<br /> I I
<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) 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, 8
<br /> (i) I, Michael S. Marty, Professional Land Surveyor No. 2452, hereby certify that the corner `�∎ SSG 0 N'"../A;/�
<br /> location shown on this record was determined by me or under my direction and control and that ••••.. ••• o
<br /> this U.S. Public Land Survey Monument Record is correct and complete to the best of my ■ _•.•• •.� ,$.
<br /> knowledge and((belief. . *i• MICHAEL S. s
<br /> O 0111,
<br /> • M.
<br /> may. Vierbicher Associates,lnc. Dote , --• • 5 2452•
<br /> Michael S. Marty, P.L.S. No. 2452 : NEW GLARUS, 1 7
<br /> • FN: 140051 ;� •••• ••.•'O `.WI v i e rb o c h e r DATE- 10/16/2015 �,�q/�,�'•••••.• ��
<br /> vplanners I engineers I advisors Drafted By MMAR ,/ SUMO'
<br /> REEDSBURG-MADISON-PRAIRIE DU CHIEN L — —''/ii'i 1 I�,���— — I
<br /> 999 Fourier Dove.Suite 201 Madison. W9sconvn 53717 Checked By MZ/E !� — J
<br /> Phone:16081826-0532 Fax 16081826-0530
<br /> 16 Oct 2015-10:16a M:\Carriage Ridge,LLC\140051_Westport Development\CAD°\140051_Tie Sheets.dwg by:mmor q
<br /> 46Wo 1 r1c 0 OC
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