Laserfiche WebLink
U.S. PUBLIC LAND SURVEY MONUMENT RECORD <br />IN ST R U CT I ON 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 comer by <br />reference to the U.S. <br />public land survey system. <br />�= True Corner monument <br />25 30 <br />25 30 <br />EAST 1/4 CORNER OF SECTION 25, <br />TOWNSHIP i NORTH, RANGE 10 FAST, <br />CITY OF MADISON, DANE COUNTY, <br />WISCONSIN. <br />- 25 - <br />(b) Descnbe any record evidence, monument evidence, occupational evidence, testimonial evidence or <br />any other material evidence you Considered, and whether Me monument was found or placed. <br />I fourw a 1-1/4' Solid Iron Rebar at this comer prior to the start of WISOOT read construction protect <br />3060-0140, 3061-01-25, and 3060-0146 and replaced it with a CoKon Gin Spike after project completion and <br />retied as shown belay, o <br />(c) In the plan view drawing below, provide reference ties to at least <br />4 witness monuments. (Witness monuments shall he made of \ <br />concrete, natural stone, icon or other equally durable material). I A\ <br />Describe witness monuments. `\ e <br />(d) Show a plan view drawing depicting the relevant <\ / <br />monuments and reference ties which is sufficient in detail$ <br />Agit Land Suveyor Seal <br />No <br />f"/ <br />SET Wi SIR SPIKE AT <br />(i) I. Ab4 )Z Gears (type or print name) certify that the <br />I JA ItsOON$z 1�'p <br />comer location shown an the recent was determined by me or <br />I `� ! " + 0 I <br />'� <br />under my direction and Control and that this U.S. Public Land <br />THE EAST 114 CORNER CE <br />to enable accurate relocation of the Corner monument if <br />I GROSS <br />w <br />$.Sp17 <br />/4; <br />SECeoN 25, TIN. RIDE <br />the Corner monument is disturbed. Indicate north. <br />WI Q'. <br />1 0 <br />m <br />44 <br />WISCONSIN COUNTY <br />L____ J <br />2/ <br />CCORDINATE SYSTEM kDME <br />LEGEND\ <br />MEASURED CCORDs. <br />/ <br />R: 470.031 eu groAa+so) <br />O 314' SOUD PON RERAR WITH ALUMtNUMCAP SET <br />EBA,aTJ4tIApLa 3A5) <br />N <br />\ <br />g o EXHY <br />pi . DRANT <br />Jy <br />T <br />d l <br />d EXWATERVALVE <br />a EX SANITARY MANHOLE <br />v <br />e a= EX. STORM IN ET <br />ggsa' EX'CAVER ROLE <br />EX. LOHT FOIE WE <br />^ EX. GW WIRE <br />SCALE: V=60' m EX ELECTRIC MwHaE <br />© EX. COMMUNiunoN PEDESTu <br />ki <br />(e) Describe any material discrepancy between Me location of the Comer as restored or reestablished <br />and the location of that Corner as previously restored or reestablished by distance and direction. <br />Show the discrepancy on the plan view drawing under (d), above. Stow the distances between <br />the comer as previously restored or reestablished and (1) the dimer as restored or reestablished, <br />and (2) to at least 2 of the 4 witness monuments shown on the drawing in (d), above. <br />No known discrepancy <br />(I) Was the comer restored through acceptance of (1) an obliterated evidence location, or, (2) a <br />found perpetuated location? <br />A found perpetuated location <br />(g&h) Was the Comer reestablished through lost Comer 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 detennining the comer location? <br />Agit Land Suveyor Seal <br />No <br />(i) I. Ab4 )Z Gears (type or print name) certify that the <br />I JA ItsOON$z 1�'p <br />comer location shown an the recent was determined by me or <br />I `� ! " + 0 I <br />'� <br />under my direction and Control and that this U.S. Public Land <br />I tih ?ADAM R. {T y I <br />Survey Monument Word is cored a d Complete to Me best of my <br />I GROSS <br />knowledge and I <br />$.Sp17 <br />j j%SUN PMRIE/ <br />09�or�23 <br />WI Q'. <br />1 0 <br />Signature Date <br />1 N� <br />1 ry4nuaua <br />... ... .... __ <br />L____ J <br />