|
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.
<br /> • = Corner monument restored.
<br /> 1 1
<br /> 12 12 - - - 1,- - -
<br /> MEANDER CORNER FOR THE NORTH 1/4 CORNER OF
<br /> SECTION 12, TOWNSHIP 06 NORTH, RANGE 07 EAST,
<br /> TOWN OF SPRINGDALE, DANE COUNTY, WISCONSIN
<br /> (b) Describe any record evidence, monument evidence, occupational evidence,
<br /> testimonial evidence, or any other material evidence you considered, and
<br /> whether the monument was found or placed.
<br /> No ties remained from tie sheet by Thom Crenlie dated Dec. 18, 1978 and no evidence of the monument remained.
<br /> Certified Survey Map No. 7682 completed by Ron Williamson recorded Dec. 20. 1994 revealed this monument location
<br /> was not in_hloce and Ron calculated the position "from ties". I used the information and ties on C.S.M. 7682 to set
<br /> o meander corner for this corner (see sheet 2) as the true corner falls within a stream and tied off the meander
<br /> corner as shown below. Date of field survey and monument placement was May 16, 2017
<br /> (c) In the plan view drawing below, provide reference ties to at least 4 witness monuments.
<br /> (Witness monuments shall be mode of concrete, natural stone, iron, or other equally
<br /> durable material.) Describe witness monuments.
<br /> (d) Show a plan view drawing depicting the relevant monuments and reference ties which is
<br /> sufficient in detail to enable accurate relocation of the corner monument if the corner
<br /> monument is disturbed. Indicate North.
<br /> LEGEND NORTH 1/4 CORNER OF
<br /> SECTION CORNER MONUMENT FOUND 4 SET 3/4"x 18" SOLID IRON SEC770N 12-06-07
<br /> RE—ROD, MIN. WT. 1.50 lbs./ft. __ NO MONUMENT,
<br /> or. »� .,•: LOCH 770N FALLS IN
<br /> s STREAM, POS/770N
<br /> T $"�` '* COMPUTED FROM C.S.M.
<br /> •� 7682, WCCS COORDS.
<br /> . _ �yv. fi STREAM • • ARE.-
<br /> ` .0s" 6 „p I o— - • N-461,875.031
<br /> . � S6839 37 E E-760,293.314
<br /> ---- e - /2363
<br /> O
<br /> r 'yR t` 587'0539"w
<br /> 12.98' I
<br /> �� - 7'.h�,0° I �__•
<br /> •Kt r1 j± MEANDER CORNER FOR THE NORTH 1/4
<br /> t" , :vs vs CORNER OF SEC770N 12-06-07, SET
<br /> .4. iiii . ; . 12 N 1-1/4" SOLID IRON ROD, WCCS COORDS.
<br /> 4 ARE: N-461,852.034
<br /> ` } E-760,292943
<br /> SCALE 1"=40'
<br /> lam/ 1-1/4"IRON PIPE
<br /> (e) Describe any material discrepancy between the location of the corner as o
<br /> restored or re—established and the location of that corner as previously W I,
<br /> restored or re—established by distance and direction. Show the N Z ,Cr
<br /> discrepancy on the plan view drawing under (d), above. Show the O ti O ci
<br /> distances between the corner as previously restored or re—established and cn co
<br /> (1) the corner os restored or re—established, and (2) to at least 2 of the cr
<br /> 4 witness monuments shown on the drawing in (d), above. // \ W
<br /> IT _�E , aQZ
<br /> Corner was re—established through distance and direction. i Q
<br /> u) 0 0
<br /> (f) Was the corner restored through acceptance of(1) an obliterated evidence Z W o v kJ
<br /> location, or, (2) a found perpetuated location? s ct O
<br /> Q Q
<br /> An obliterated evidence location. 1-u O
<br /> (g&h) Was the corner re—established through lost corner proportionate
<br /> methods? If so, show the method, including the directions and distances to
<br /> other public land survey corners used as evidence or used for proportioning in Affix Land Surveyor Seal
<br /> determining the corner location. P 7
<br /> No ``0 I I I I I I I,
<br /> (i) I, Michael J. Ziehr, Professional Land Surveyor No. S-2401, hereby certify that ■�`,\ �•O••••6/ e,
<br /> the corner location shown on this record was determined by me or under my �; •'/
<br /> •direction and control and that this US. Public Land Survey Monument Record "*.• MICHAEL J.�\
<br /> is correct and complete to the best of my knowledge and belief.
<br /> ZIEHR
<br /> � JUNE 1, 2017 S-2401
<br /> By. Vierbi §eCriot , Inc. Date
<br /> Michael J. Ziehr, P.L.S No. S-2401 %r '• McFARLAND !Q t
<br /> FN. 170093 .�/L••••.�• WIS. .• .
<br /> vierbicher A DATE 06/01/2017 O . '' I
<br /> planners I engineers I advisors REV '11I11S " R`V NN
<br /> REEDSBURG-MADISON-PRAIRIE DU CHIEN Drafted By MZIE Sheet 1 of 2
<br /> 999 Fourier Dave.Suite 201 Madison. Wisconsin 53717 I— J
<br /> Phone:16081826-0532 Fax: (608)826-0530 Checked By. WAR_
<br /> 22 Dec 2017-6:56a M:\Klinger,Rick\170093_2731 Gust Rd,Verona\Survey\Tie Sheets\170093_Tie Sheets.dwg by:mzie
<br /> 4000?O 1 0 0 a 0
<br />
|