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TIE 40708132000 (22)
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TIE 40708132000 (22)
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Last modified
2/22/2018 1:30:17 PM
Creation date
2/19/2018 2:27:24 PM
Metadata
Fields
Template:
Planning Records
Document_Type
Condition Certificate
Name
TIE 40708132000
Surveyor's_Name
Gross, Adam
Corner_Number
40708132000
Date
1/15/2018
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U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> (a) Identify the corner by reference to (I ) I, <br /> the U.S.public land survey system certify that the corner location shown <br /> 0=Corner Monument Restored on this record was determined by me <br /> 10 11 or under my direction and control and <br /> Corner West that this U.S. Public Land Survey <br /> 10 11 Monument Record is correct • he <br /> Section 11 best of y knowledge an• .e•, . <br /> Township 07 North, 7///Range 10 East <br /> dsnes S-1819 <br /> Town of Blooming Grove <br /> ® 11 County Dane Date: Pt:-� ZS:// 2 1/ <br /> State of Wisconsin <br /> .01111111i/u`` p. <br /> .\\'`\SC01VS,//i�i <br /> ` NV �••......•.1. 'iii <br /> (B, E,&F) Describe any record evidence, monument evidence,occupational } CARL M. •'•,` <br /> evidence,testimonial evidence or any other material evidence you ..": SANDSNES ' <br /> considered,and whether the monument was found or placed. _ <br /> Was the corner restored through acceptance of(1)an obliterated _ S 1819 <br /> evidence location ,or, (2)a found perpetuated location. _ • MADISON, <br /> %WISCONSIN .' <br /> Describe any material discrepancy between the location of the � \ <br /> corner as restored or reestablished and the location of that corner '�e.9•.'•• ,,,,,.••' �j� �� <br /> Show the discrepancy on the plans view drawing nunder(d)below. /,///,/,&)nis U�i o\`' `\\ <br /> Show the distance between the corner as previously restored or <br /> reestablished and(1)the corner as restored or reestablished, <br /> and(2)to at least 2 witness monuments shown on the drawing in (D)below. <br /> 1960-Alster and Associates set a 2" IP <br /> 1998-Ayres Associates found a Aluminum Monument <br /> 2003-Ayres Associates found a Aluminum Monument <br /> 2014-Ayres Associates found a 1/2" rebar <br /> 2017- Royal Oak found a 1/2"rebar in Monumnet Box and set one additional tie <br /> (C) In the plan view drawing below, provide reference ties to at least 4 witness monuments. (Witness monuments <br /> shall be made of concrete, natural stone, iron or other equally durable material. ) <br /> (D) Show a plan view drawing depicting <br /> the relevant monuments and reference <br /> ties which is sufficient in detail to enable 4,,N L <br /> accurate relocation of the corner <br /> monument if disturbed. a <br /> Indicate North. / <br /> z A�/ <br /> Coordinates \ `Lj <br /> N. 486,415.70 c,\ DS/006 <br /> S. 847,216.08 •\w \4/ 0 Cottage Grove Road <br /> 0 Found 1/2"Rebar \V/ <br /> in Monument Box <br /> 0 Found City Madison <br /> Witness Monument ,NN�/ \�6p•s <br /> • Set 3/4"Rebar p,1 6`L�` .19 I9.. <br /> /h <br /> 0 Top Nut Hydrant \ <br /> 0 <br /> + Found Cut Cross in Curb o <br /> inlet <br /> ECL <br /> •z' <br /> L <br /> I . o <br /> (G&H) Was the corner reestablished through lost corner proportionate methods?If so,show the method,including the <br /> directions and distances to other public land survey corners used as evidence or used for proportioning in <br /> determining the corner location in the sketch above. No <br />
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