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HomeMy WebLinkAboutuu east2.pdf4 N z 0 U X O U F w F 0 w U w w� w k' w v1 a� 0 z zo jr IL wo m U CERTIFIED SURVEY MAP VOL. 9, PG. 2503 DOC, NO. 485434 LOT 2 I LOT 1 I (R= 389'12'50"W) N89'38'54"E 650.07' [33.16'] _ 89*3815411E 649.78' n —M M N89'38'54 649. UNPLATTED LANDS la i �M2SONROR. YgNAEO 21 COUNTY TRUNK HIGHWAY "U U" RIGHT-OF-WAY SURVEY FOR BEING PART OF THE FORMER U.S. HIGHWAY "12" RIGHT—OF—WAY; LOCATED IN PART OF THE SW1 /4 OF THE SW1 /4, SE1 /4 OF THE SW1 /4, SW1 /4 OF THE SE1 /4, AND SE1 /4 OF THE SE1 /4 OF SECTION 21, AND PART OF THE NW1 /4 OF THE NW1 /4, NE1 /4 OF THE NW1 /4, NW1 /4 OF THE NE1 /4, AND NE1 /4 OF THE NE1 /4 OF SECTION 28, ALL IN T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. b m N N Ln w M 1n M 0 0 o N LO 0> LO N w z M G U N M O Iy o p n w z J O I 0 z 0 0 M SURVEYOR'S NOTES ® THIS CENTERLINE IS THE EASTERLY EXTENSION OF A TANGENT, WHICH LIES 8 FEET NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SE1/4 OF SECTION 20 TO THE WEST. THIS IS THE SHOWN ALIGNMENT ON THE '1936' U.S. HIGHWAY "12" RIGHT-OF-WAY PLAT, WHICH FOLLOWS THE EXISTING AND TRAVELED ROADWAY. ® THIS POINT OF INTERSECTION IS ON THE EASTERLY EXTENSION OF THE ABOVE DESCRIBED TANGENT, 1115.50 FEET EASTERLY OF THE WEST LINE OF THE SW1/4 OF SECTION 21. THIS WAS DETERMINED FROM STATIONING SHOWN ON THE '1936' U.S. HIGHWAY "12" RIGHT-OF-WAY PLAT. © THIS CENTERLINE FOLLOWS THE EXISTING AND TRAVELED ROADWAY ON A TANGENT, FROM THE ABOVE DETERMINED POINT OF INTERSECTION, WEST TO A POINT BEING 33 FEET DISTANT SOUTHERLY FROM THE INTERSECTION OF THE WEST LINE OF PRAIRIE LANE AND THE NORTHERLY HIGHWAY RIGHT-OF-WAY AS SHOWN ON THE PLAT OF RAIDER ESTATES. OD THIS POINT OF INTERSECTION LIES 33 FEET DISTANT SOUTHERLY FROM THAT INTERSECTION OF THE WEST LINE OF PRAIRIE LANE AND THE NORTHERLY HIGHWAY RIGHT-OF-WAY AS SHOWN ON THE PLAT OF RAIDER ESTATES. THIS CENTERLINE FOLLOWS THE EXISTING AND TRAVELED ROADWAY ON ! A TANGENT, LYING 33 FEET DISTANT SOUTHERLY FROM THAT NORTHERLY RIGHT-OF-WAY AS SHOWN ON THE PLAT OF RAIDER ESTATES AND CERTIFIED SURVEY MAP FILED IN VOLUME 9, PAGE 2503, DOCUMENT NUMBER 485434. Q THE 1/4 SECTION CORNER IS THE CENTERLINE POINT OF INTERSECTION, AS SHOWN ON THOSE CERTIFIED SURVEY MAPS IMMEDIATELY NORTH AND THE PLAT OF CEDAR HILLS ESTATES TO THE SOUTH. J / © THIS CENTERLINE FOLLOWS THE EXISTING AND TRAVELED ROADWAY ON \ PRAIRIE VISTA, FIRST ADDITION \ LOT 14 v� LOT 1 \ 1 ��j / LOT 2 I LOT 3 I LOT 4 CERTIFIED SURVEY VOL.-6, I PG. 1768 DOC. NO. 421227 — — 1'1998' FEE TITLE (R= N74'00'25"E, 69.27') A TANGENT, WHICH PARALLELS THE SHOWN OR RECORDED HIGHWAY RIGHT-OF-WAY OF THE FOLLOWING: CERTIFIED SURVEY MAP FILED IN VOLUME 6, PAGE 1768, DOCUMENT NUMBER 421227, PLAT OF CEDAR HILLS ESTATES, CERTIFIED SURVEY MAP FILED IN VOLUME 6, PAGE 1650, DOCUMENT NUMBER 412037, AND THOSE '1998' WARRANTY DEEDS FOR COUNTY TRUNK HIGHWAY "UU". NOTE THAT THE HIGHWAY RIGHT-OF-WAY, AS SHOWN ON THE PLAT OF HOMEPLACE, LIES 33 FEET DISTANT NORTHERLY FROM AND PARALLEL WITH THE SOUTH LINE OF THE SE1/4 OF SECTION 21. THIS POINT OF INTERSECTION LIES 33 FEET DISTANT NORTHERLY FROM THE SOUTHERLY HIGHWAY RIGHT-OF-WAY SHOWN ON CERTIFIED SURVEY MAP FILED IN VOLUME 6, PAGE 1650, DOCUMENT NUMBER 412037 AND THE SOUTHERLY HIGHWAY RIGHT-OF-WAY SHOWN ON CERTIFIED SURVEY MAP FILED IN VOLUME 3, PAGE 862, DOCUMENT NUMBER 359579. lO THIS CENTERLINE FOLLOWS THE EXISTING AND TRAVELED ROADWAY ON A TANGENT, THAT IS 33 FEET DISTANT NORTHERLY FROM AND PARALLEL WITH THAT SOUTHERLY HIGHWAY RIGHT-OF-WAY, AS SHOWN ON CERTIFIED SURVEY MAP FILED IN VOLUME 3, PAGE 862, DOCUMENT NUMBER 359579. SAID CENTERLINE EXTENDS EASTERLY TO THE SECTION CORNER AS SHOWN ON THIS SURVEY. JO THIS RIGHT-OF-WAY CORNER WAS DETERMINED AT THE INTERSECTION OF A LINE 70 FEET DISTANT NORTHERLY FROM THE HIGHWAY CENTERLINE AND THE WESTERLY RIGHT-OF-WAY OF JACOB'S LANE. A 1-5/16" IRON PIPE WAS FOUND S51'37'O6"E, 2.97 FEET FROM THE SET CORNER. THIS RIGHT-OF-WAY CORNER WAS DETERMINED AT THE INTERSECTION OF A LINE 50 FEET DISTANT NORTHERLY FROM THE HIGHWAY CENTERLINE AND THE EASTERLY RIGHT-OF-WAY OF JACOB'S LANE, PER '1936' HIGHWAY CONVEYANCE RECORDED IN DOCUMENT NUMBER 182906A. FROM GREEN TO N74'16'49"E/ 11998 FEE TITLE FROM VYROSTEK TO (R= S40-44'29"E, 27.65') I ST. CROIX COUNTY DOC. NO. 5766701 ST. CROIX COUNTY DOC. NO. 5766661 69.2$' / S40'44'23"E 1'1998' FEE TITLE FROM FORESTER TO (R= N81'45 (R= N65'05'41"E, 22.10') / / N89'38'54"E N65'05'47"E 27.30' ST. CROIX COUNTY DOC. NO. 5766691 I N81'45'44"E 50.64' (R= N6s•z4'as"w> 22.24' (R= S89'O8'59"E) S89'08'53"E (R= $84.00'22"E S84' N85'42'30'E) 36 E (R= S84'00'22"E) (R= S89'08'59"E) S84'p017 [33.24,1 S89'08'53"E 287.36' r 154.48 E 100.39' N85'42 100.42 E S89'08'53"E 106.39' 150.01' S1/4 COR. SEC. 21 ) N1 4 COR. SEC. 28 v v COUNTY M TRUNK M _ _ _ 1" DIAMETER STEEL , SURVEY MARK" NAIL " _ n _ HIGHWAY "UU" M 7117-1 .,.........r._-,r... --- --. �O _ n _ _ to 0.12' (R= N4816'40"W, 26.57') 1 1 N48'16'34"W S76'07' 1'1998' FEE TITLE 26.50' I 68.2 FROM KAMROWSKI TO I ST. CROIX COUNTY DOC. NO. 5766671 n W 33' 33' 33 NNI low LOT 29 wlo __-- z0 QI IN� J IZI CEDAR I I HILLS 01 XI 3I I I I I I I I I W 260.00' N00'27'37" 2.77' (R= N00'11'45"E) LOT 20 ESTATES 1'1998' FEE TITLE FROM ADAMS TO ST. CROIX COUNTY DOC. NO. 5766711 (R= S89'08'59"E) (R= S80 S8000- S89'08'53"E 100y00' 50. a-- n 250.00' 0 © A 1-5/16" IRON PIPE WAS FOUND N71'31'03"W, 0.74 FEET FROM THE DETERMINED RIGHT-OF-WAY CORNER. ® A 1-5/16" IRON PIPE WAS FOUND N70'09'30"W, 0.46 FEET FROM THE DETERMINED RIGHT-OF-WAY CORNER. '8THIS RIGHT-OF-WAY JOG IS PERPENDICULAR TO THE CENTERLINE AND 300 FEET EASTERLY, FROM THE POINT OF INTERSECTION ON THE HIGHWAY CENTERLINE. THIS WAS DETERMINED FROM STATIONING SHOWN ON THE '1936' U.S. HIGHWAY "12" RIGHT-OF-WAY PLAT. A '2003' THOMAS M. HEALY SURVEY, APPEARS TO HAVE ERRONEOUSLY MAPPED AND MONUMENTED THIS PORTION OF THE COUNTY TRUNK HIGHWAY "UU" RIGHT-OF-WAY. t7 o I � w N oLID I 0 zo ZI N LOT 2 / --- / LOT 8 HOMEPLACE / \ / ., CIS '^ N n n LOT 1 p� / / LOT 9 LOT 10 \ \ N89'24'10"E / / CURVE 1Q—Q2 I 69pF, 127.47' / RADIUS= 30.00' N74'50'36"E 1 ��.ti1p0 CENTRAL ANGLE= 77'38'55° 69.06 (R (R 837j 1,56'8E) �Q°�1�$� CHORD BEARING= N40'47'02.5"E (R= S0r41'43"W) , ) r, 1� ) [72.00'] / / CHORD LENGTH= 37.62' S01'57'35"W S84'54 45 E E / ARC LENGTH= 40.66' 38,79' 111.94 TANGENT IN= N79'36'30"E S89'08'53"E 1009.31'� TANGENT OUT= N01'57'35"E 7 N01'57'35"E 1• 2002' HIGHWAY EASEMENT O / N 35.79' FROM WHITE TO STATE OF O Vv (R= S01'41'43"W) WISCONSIN DOC. NO. 7190011 (FORMER U.S. HIGHWAY "12") _ M COUNTY TRUNK _ M J LINE S89'0_ S89'02'01"E�344.92' _ T59'E 2638.19' v HIGHWAY "UU" F] V N) (R= S89'24'45"E) M N M [32.68'] M [32.55'] p r 150.00 N89'08'53"W 400.00' >, r 150.00 N89'08'53" Id (R= N89.08'59"W) 101 g3' „ N89'02 01 W 212.36 N89'08'53"W (R= N89'08'59"W) r(R=82.52'58"W)(R= S89'27'43"E) (R= N89108'59"W) Fi3'(13"W (R= N68'19'47"W) Ca0'05„c•a6"W) r " (R= N25.17'29"W) 62.71' I S81'45'51 "W (R= S8819'15"W) 50.65' 1'1998' FEE TITLE FROM LONDO TO ST. CROIX COUNTY DOC. NO. 5780201 1'1998' FEE TITLE FROM TOWN OF HUDSON TO ST. CROIX COUNTY DOC. NO. 5765681 LOT 19 I OU_TL_OT 1 CEDAR HILLS ESTATES SCALE IN FEET 0 50 100 200 300 la LEGEND ® FOUND SECTION CORNER MONUMENT OF RECORD • FOUND 2-3/8" DIAMETER IRON PIPE O FOUND 1-5/16" DIAMETER IRON PIPE • FOUND 1" DIAMETER IRON PIPE ■ FOUND 3/4" DIAMETER IRON REBAR • FOUND 2" DIAMETER ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION CAP FOUND 5/8" DIAMETER IRON REBAR WITH PLASTIC WISCONSIN DEPARTMENT OF TRANSPORTATION CAP O SET 1-5/16" X 18" IRON PIPE, WEIGHING 1.68 LBS. PER LINEAR FOOT (33.00'] PERPENDICULAR DISTANCE, FROM FOUND MONUMENT TO CENTERLINE OF ROADWAY 1RECORDI PREVIOUSLY RECORDED ROADWAY CONVEYANCE (R= ) PREVIOUSLY RECORDED DIMENSION INDEXED SURVEYOR'S NOTE 50. N68'19'47"W 1'1998' FEE TITLE FROM BIERBRAUER TO ST. CROIX COUNTY DOC. NO. 5766651 LOT 1 CERTIFIED SURVEY MAP VOL. 6, PG. 1650, DOC.—NO. 412037 L— — — — — — ®© ©0N�©� o d 0 FRANCIS Vy. © BLESKACEK S-2418 a �. o AMERY ® €' o YVI 0 s FRANCIS W. BLESKACEK, RLS REG.. NO. S-2418 Ett N89 08 53 W (R= N27.21'32"W) I47.34' N26'55'49"W (R= S89'24'45"E) 75.66' c 1'1978' FEE TITLE FROM LARSEN TO N89 STATE OF WISCONSIN DOC. NO. 3528041 I LOT 1 CERTIFIED SURVEY MAP w wIw VOL_ 3, PG. 862 0IN > g DOC. NO. 359579 Nlo 00z — — — — — — — — — II O 3 x �R 2 U O h � N m0 m.r E1/4 COR. SEC. 21 T29N-R19W 3-1/4" DIAMETER ALUMINUM MONUMENT Oi h1 I �N w 0 I L M O 0 N N I z 0 N G / O I / vwi c-'�\/// wa w 31 =I �I I NI �I I LOT 1 CERTIFIED SURVEY —MAP VOL_ 15, PG_ 4192 ' g DOC_NO. 659478 0 00 �0 0 Si w w \ wo cp LL w \ 5q 0) Oq n o LID 1 , j _ o SE COR. SEC. 21 NE COR. SEC. 28 -- - — 0 v) T29N-R19W — 3-1/4" DIAMETER ALUMINUM MONUMENT z 1/4 SECTION LINE N89'51'26"E 2597.06' 0 o a)O �N 00 a (n �o 0Z 0"W p U zzo wz N 0 w0 �5 04 < c I rl I =1 0I =1 o NI O �1 N O N (b O N to N 06 N N N z N p 3 z N T w O o w w z w O w z J H- (f) w / LOT 1 BADLANDS PRAIRIE LOT 2 I LOT 3 ,\ \tK/ S1/4 COR. SEC. 28 T29N-R19W 3-1/4" DIAMETER ALUMINUM MONUMENT DATE E1/4 COR. SEC. 28 T29N-R19W 3-1/4' DIAMETER ALUMINUM MONUMENT