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HomeMy WebLinkAbout2014 A.pdfN Z 0 0 U X 0 U F rn w 0 Li 0 U z w wW w cn <� w rn a c� z Z p wo co U LEGEND FOUND SECTION CORNER MONUMENT OF RECORD • FOUND 2-3/8" DIAMETER IRON PIPE • FOUND 1-5/16" DIAMETER IRON PIPE e FOUND 1" DIAMETER IRON PIPE ■ FOUND 3/4" DIAMETER IRON REBAR O SET 1-5/16" X 18" IRON PIPE, WEIGHING 1.68 LBS, PER LINEAR FOOT SET RAILROAD SPIKE IN BASE JUNIPER STUMP [33.00'] PERPENDICULAR DISTANCE, FROM FOUND MONUMENT TO CENTERLINE OF ROADWAY {RECORD) PREVIOUSLY RECORDED ROADWAY CONVEYANCE (R= ) PREVIOUSLY RECORDED DIMENSION W1/4 COR. SEC. ZO T29N 1 DIAMETER STEEL RIGHT-OF-WAY SURVEY FOR COUNTY TRUNK HIGHWAY "U U" "SURVEY MARK" NAIL 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 20, 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 29, ALL IN T29N, R19W, TOWN OF HUDSON AND CITY OF HUDSON, ST. CROIX COUNTY, WISCONSIN. DESCRIPTION COUNTY TRUNK HIGHWAY "UU" RIGHT-OF-WAY; BEING PART OF THE FORMER MAP FILED IN VOLUME 9, PAGE 2678, DOCUMENT NUMBER 504961 AT SAID U.S. HIGHWAY "12"; LOCATED IN PART OF THE SW1/4 OF THE SW1/4, SE1/4 OFFICE; THENCE N00'29'14"W, ON SAID EAST LINE, BEING PERPENDICULAR TO OF THE SW1/4, SW1/4 OF THE SE1/4, AND SE1/4 OF THE SE1/4 OF SECTION SAID CENTERLINE, 10.00 FEET; THENCE N89'30'46"E, BEING 70 FEET DISTANT 20, AND PART OF THE NWI/4 OF THE NWi/4, NE1/4 OF THE NWI/4, NWi/4 NORTHERLY FROM AND PARALLEL WITH SAID CENTERLINE, 674.43 FEET TO THE OF THE NE1/4, AND NE1/4 OF THE NE1/4 OF SECTION 29, ALL IN T29N, EAST LINE OF THE SE1/4 OF SAID SECTION 20; THENCE S00'32'19"E, ON SAID R19W, TOWN OF HUDSON AND CITY OF HUDSON, ST. CROIX COUNTY, EAST LINE, 78.00 FEET TO THE NE CORNER OF SAID SECTION 29; THENCE WISCONSIN; FURTHER DESCRIBED AS FOLLOWS: S00'06'22"W, ON THE EAST LINE OF THE NE1/4 OF SAID SECTION 29, 72.00 FEET; THENCE 589'30'46"W, BEING 80 FEET DISTANT SOUTHERLY FROM AND BEGINNING AT THE SW CORNER OF SAID SECTION 20; THENCE N00'51'13"W, ON PARALLEL WITH SAID CENTERLINE, 572.76 FEET; THENCE NOO'29'14"W, BEING THE WEST LINE OF THE SW1/4 OF SAID SECTION 20, 65.04 FEET; THENCE PERPENDICULAR TO SAID CENTERLINE, 25.00 FEET; THENCE S89'30'46"W, N89'08'47"E, PERPENDICULAR TO SAID WEST LINE, 30.00 FEET TO THE BEING 55 FEET DISTANT SOUTHERLY FROM AND PARALLEL WITH SAID SOUTHWESTERLY LINE OF LOT 1 OF CERTIFIED SURVEY MAP FILED IN VOLUME CENTERLINE, 898.65 FEET TO THE WEST LINE OF THE EAST 132 FEET OF THE INDEXED SURVEYOR'S NOTE (o 22, PAGE 5384, DOCUMENT NUMBER 848743 AT THE ST. CROIX COUNTY NW1/4 OF THE NE1/4 OF SAID SECTION 29; THENCE S00'02'18"W, ON SAID o REGISTER OF DEEDS OFFICE, BEING THE BEGINNING OF A 90.00 FOOT RADIUS WEST LINE 15.00 FEET; THENCE S89'30'46"W, BEING 70 FEET DISTANT N CURVE, CONCAVE SOUTHWESTERLY, WHOSE CENTRAL ANGLE MEASURES SOUTHERLY FROM AND PARALLEL WITH SAID CENTERLINE, 1207.64 FEET TO 3 24'53'18", WHOSE CHORD BEARS S34'25'35"E AND MEASURES 38.79 FEET; THE NORTH -SOUTH 1/4 LINE OF SAID SECTION 29; THENCE S00'01'48"E, ON THENCE SOUTHEASTERLY, ON SAID SOUTHWESTERLY LINE AND THE ARC OF SAID NORTH -SOUTH 1/4 SECTION LINE, 20.00 FEET; THENCE S89'30'46"W, SAID CURVE, 39.09 FEET; THENCE N89'27'05"E, BEING 33 FEET DISTANT BEING 90 FEET DISTANT SOUTHERLY FROM AND PARALLEL WITH SAID O/ O V CL / NORTHERLY FROM AND PARALLEL WITH THE CENTERLINE OF SAID COUNTY CENTERLINE, 786.32 FEET; THENCE N00'29'14"W, BEING PERPENDICULAR TO / o I / TRUNK HIGHWAY "UU", 956.42 FEET TO THE WEST LINE OF THE EAST 300 SAID CENTERLINE, 30.00 FEET; THENCE S89'30'46"W, BEING 60 FEET DISTANT Z !CJ'/ FEET OF THE SW1/4 OF THE SWI/4 OF SAID SECTION 20; THENCE SOUTHERLY FROM AND PARALLEL WITH SAID CENTERLINE, 445.56 FEET; Gj / N00'35'50"W, ON SAID WEST LINE, 17.00 FEET; THENCE N89'27'05"E, BEING 50 THENCE S89'27'05"W, BEING 60 FEET DISTANT SOUTHERLY FROM AND (N i-4 / / FEET DISTANT NORTHERLY FROM AND PARALLEL WITH SAID CENTERLINE, PARALLEL WITH SAID CENTERLINE, 375.78 FEET TO THE WEST LINE OF THE [ez.tt'] z w \� / O / 375.24 FEET; THENCE N89'30'46"E, BEING 50 FEET DISTANT NORTHERLY FROM EAST 300 FEET OF THE NW1/4 OF THE NW1/4 OF SAID SECTION 29; THENCE \N\ 1 0tol L I Q� / AND PARALLEL WITH SAID CENTERLINE, 226.16 FEET; TO THE NORTHWESTERLY N00'06'01"E, ON SAID WEST LINE, 27.00 FEET; THENCE S89'27'05"W, BEING 33 / RIGHT-OF-WAY OF THE TOWN ROAD JACOB'S LANE); THENCE N76'54'31"E, ( ) FEET DISTANT SOUTHERLY FROM AND PARALLEL WITH SAID CENTERLINE, NN / / 150.40 FEET TO THE SOUTHEASTERLY RIGHT-OF-WAY OF SAID TOWN ROAD; 832.35 FEET; THENCE S79'31'50"W, ON THE SOUTHERLY LINE OF THAT FEE 07 I I \� Qc /° THENCE N89'30'46"E, BEING 85 FEET DISTANT NORTHERLY FROM AND TITLE DESCRIPTION RECORDED IN DOCUMENT NUMBER 404406 AT SAID OFFICE, PARALLEL WITH SAID CENTERLINE, 850.14 FEET TO NORTH -SOUTH 1/4 144.99 FEET; THENCE N89'46'10"W, PERPENDICULAR TO THE WEST LINE OF 0 v / / SECTION LINE OF SAID SECTION 20; THENCE N00'20'32"W, ON SAID THE NW1/4 OF SAID SECTION 29, 33.00 FEET; THENCE N00'13'50"E, ON SAID �/ CJS / NORTH -SOUTH 1/4 SECTION LINE, 10.00 FEET; THENCE N89'30'46"E, BEING 95 WEST LINE, 57.54 FEET TO THE POINT OF BEGINNING. i 1 N z I / FEET DISTANT NORTHERLY FROM AND PARALLEL WITH SAID CENTERLINE, 82' w 30' 1 312.76 FEET; THENCE S00'29'14"E, PERPENDICULAR TO SAID CENTERLINE, THE DESCRIBED RIGHT-OF-WAY IS SUBJECT TO TITLE OF THOSE LANDS LYING 30.00 FEET; THENCE N89'30'46"E, BEING 65 FEET DISTANT NORTHERLY FROM WITHIN. w I AND PARALLEL WITH SAID CENTERLINE, 894.76 FEET TO THE WEST LINE OF I I LoTHE EAST 132 FEET OF THE SW1/4 OF THE SE1/4 OF SAID SECTION 20; Z THENCE S00'26'26"E, ON SAID WEST LINE 5.00 FEET; THENCE N89'30'46"E, ZO ZO I --I BEING 60 FEET DISTANT NORTHERLY FROM AND PARALLEL WITH SAID In V) I wI CENTERLINE, 797.16 FEET TO THE EAST LINE OF LOT 6 OF CERTIFIED SURVEY 0 0 / 1 Flo I :I CERTIFIED SURVEY—MAP 0 1 M I 2 2 30l Q3� a 0 LOT 1 1 QI VOLS 3, PG._776 00 0 55628 0 0 } z I wl I ---DOC—_ --- Nz VOL. owl &S �I aol I vo 1 3: I LOT 1 _^ oo wl �a CERTIFIED SURVEY MAP 3 QI UNPLATTED LANDS �oI �� =1 o>I VOL 22 PG 5384 I ='N UNPLATTED LANDS 1 01 1 / / �o UI - ----' —=--- �N Q�---------- 0 1 3� Qi oDOCNO848743 66' wlw� __ I 1' e\ I I / �,P�j / w LL r n �zl e� •3/4" PIPE CURVED-( 0� — UNPLATTED LANDS wz Q RADIUS= 90.00' IN, r--- --1 ---------- CENTRAL ANGLE= 24'53'18' o N CHORD BEARING= S34'25'35"E I I I I ww 1 / CHORD LENGTH= 38.79' z o ARC LENGTH= 39.09' 1 I 1 �� SMTRACT I y�� / i ��. yti,5 TANGENT IN= S46'52'14"E 82 30 I N 3 .4 / l UNPLATTED LANDS TANGENT OUT= S21'58'56"E LOT—2 I / {'1936' HIGHWAY CONVEYANCE FROM GOODY w to a (R= N89'51'W) TO ST. CROIX COUNTY DOC. NO. 182899AI a I N89'30'46"E 850.14' N89'08'47"E 300' _ in {'1936' HIGHWAY CONVEYANCE FROM DORWIN , r " � - TO ST. CROIX COUNTY DOC. N0. 183103AI 6'54 , ti �I "" •, I� 30.00 I I nlnn �� �n w � ._"_ I___ / N� _ .n (R= 589'35'32"W) p,ay1 , FW S89.25'07"W — ��100051 13 Wi 1/4 SECTION LINE S89'25'07"W 2623.23' 'nom [33.01'] 65.04' ------- zoo —� 514 COR. SEC. 19 VINE STREET SW COR. SEC. 20 N1/4 COR. SEC. 30 > NW COR. SEC. 29 S89'2507"W T29N-R79W T29N-R79W N84'06'58"W 206,81' MASONRY NAIL 1" DIAMETER STEEL (R= N8422'44"W) % I 1'2007' DEDICATED TO THE PUBLIC PER 1n COUNTY TRUNK " � CERTIFIED SURVEY MAP DOC. NO. 848743) r7 -- — N89'27 05 E 1 5o"E Q M� [ HIGHWAY "UU" 33.24] S89'2I7'05"W 832.35' SURVEY MARK NAIL O rP\ as p\� 51g•13 ° —{'1985' FEE TITLE FROM LUEPKE TO TOWNI OF HUDSON DOC. NO. 4044061 \ I0 A9 i9J n Im I N89'46'1 G"W cVl NI >I 33.00' SMALL TRACTI OI NI [L \ 1 i {'1980' HIGHWAY CONVEYANCE FROM ATWOOD 3 3' 33 rn LOT 1 �Z 70 ST. CROIX COUNTY DOC. N0. 3622741 � 1 1 70' 33' — — CERTIFIED SURVEY MAP Q{ 32.45 [•] ----------__ I Q , 0 0- Q _ I VOL. -8, PG. — — — UNPLATTED LANDS _ ---------- �j 0') I �I oI r DOC. NO. 458677 3wl wl _ ww WI NI 001 IM0 --------- o�In =I �l CSI M1 zoI UI oN �l o I I IZ-of &Zl �i Ozl LOT 1 ¢I —2 UI I �1 of 0 >I of 11 N 1 W 0) _ I N co [32.82'] I o Ow z NI ,;+Y) O SCALE IN FEET 0 50 100 200 300 17.00. .... _ _ (R= N89'56'W) G M "tOn M o1/4 SECTION LINE N89'39'20"E 2615.47' 7- (FORMER U.S. HIGHWAY "12") Q(R= S89'56'E) — 751,W) 1v 1'1936' HIGHWAY CONVEYANCE FROM BORGE/HENRICKSSON ro p TO ST. CROIX COUNTY DOC. NO. 182903AJ L _ COUNTY TRUNK N89'30'46"E 1232.59' oHIGHWAY "'UU" w (R= SOUTH) O 1'1936' HIGHWAY CONVEYANCE FROM GORGE/HENRICKSSON sar, nF' _ 66.01' .34.4$. N00'29'14"W ' TO ST. CROIX COUNTY DOC. NO. 182903AI [64.98']T— — N00'06 01 E S89 27 05 W 375.78 s S89'3046 "W 445.56' 27.00, I I� (R=IS89'51E, 445.59') I 300' {'1936' HIGHWAY CONVEYANCEIFROM NORTHWESTERN Oji I MUTUAL LIFE INSURANCE COMPANY TO ST. CROIX 66' COUNTY DOC. NO. 182902AJ I SMALL TRACT EVEN STEVEN CONDOMINIUMI LdI I LOT 10 II LOT 1 ' LOT 2 -- ---- -- 1 0 I --- I— — —oo--i L¢I �Z 1 CERTIFIED SURVEY MAP I CERTIFIED SURVEY MAP zN V) I —--------- wo VOL. 1, PG. 62 wl VOL. 12, PG. 3_501 _ _ _ �F QI ------ wwl DOC. N_O. 318455owI DOC. N0. 585801 ° I ___� z o Ln J� I Lo 1 I aZ I NN1 Z o `p/ Z w / / o noo n � Z /�/ / °o w tK / Q / ° FRANCIS W. ©ia \ / / 0 BLESKACEK w 4\ ® 5.2416 0 AMERY o z W SURVEYOR'S CERTIFICATE W1/4 COR. SEC. 29 T29N-R19W 3-1/4" DIAMETER ALUMINUM MONUMENT I, FRANCIS W. BLESKACEK, REGISTERED WISCONSIN LAND SURVEYOR, UNDER THE DIRECTION OF THE ST. CROIX COUNTY HIGHWAY DEPARTMENT, DO HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT SURVEYED THE DESCRIBED AND MAPPED COUNTY TRUNK HIGHWAY "UU" RIGHT-OF-WAY AND IT'S AMENDMENTS, ACCORDING TO THE OFFICIAL RECORDS AND THAT THE ACCOMPANYING MAP IS A CORRECTLY DIMENSIONED REPRESENTATION TO SCALE OFF THE BOUNDARIES. FRANCIS W. BLESKACEK, RLS REG. NO. S-2418 DATE DETAIL "A" 1" = 10' COUNTY TRUNK HIGHWAY "UU" (R= S89'56'E) (R= S89'51'E, 445.59') S89'27'05"W 375.78' S89'30'46"W 445.56' [63.01'] 1-3/4" IRON PIPE �— — 1-5/16" IRON PIPE 1-3/4" IRON PIPE [64.71'] 11 [63.02'] LOT 1 ------ I CERTIFIED SURVEY MAP SMALL TRACT ---------- VOL. 1 _PG. 62 DOC.—NO. 318455 I S89'30'46"W 786.32'— [105.4 (R= S89'51'E, 787') O LOT—2 \ GHERTY'S ADDITION N1/4 COR. SEC. 20 T29N-R19W 1-1/4' DIAMETER IRON REBAR v M 0 0 N Lo 3 N M 0 O N n / V o / z M O 'J / vii Z �/(/ � GVr\ \ / N N 4/// U_ ow o ,z v z D G� / 0 0 I 0 0 z (R= NORTH) S1/4 COR. SEC. 20 N1/4 COR. SEC. 29 M T29N-R79W 1" DIAMETER STEEL — "SURVEY MARK" NA LOT-1- Lo OT1 UNPLATTED LANDS (R= S89'51'E, 313') 3 N M jn CoTOTAL TANGENT N89'30'46"E 5027.50' N89'30'46"E 2679.41' N89'30 "r4— 2679.44' 1/4 SECTION LINE o r` (R= N89'57'W, 1205.7') 0'01'48° 20.00' (R= NORTH) LOT 21 ROSSING'S COUNTRY VIEW FIRST ADDITION / LOT 3 t DETAIL "B" 1" = 40' CIDCOUNTY TRUNK HIGHWAY "UU" ---------------- S89'30'46"W 445.56' n pwnj6,.,,' ,... M;`i"G �I zO�n 11Z l I0 a"��0 o wl + Im N cVl NI >I OI NI [L 3 3' 33 rn JOI ooI �Z to �� OI S89'30'46"W g I 786.32' z0 [98.611]— — — LOT 2 GHERTY'S ADDITION Lo N r z in O w F U 00 � O o Ow N z 0 I 0 Z LOT 20 S1/4 COR. SEC. 29 T29N-R79W 3-1/4' DIAMETER ALUMINUM MONUMENT r W ui /_ V / ui W V) UNPLATTED LANDS (R= (R= N89'51'W) N00% 50'46"E 850.14' 11 S1/4 COR. SEC. 20 _ N1/4 COR. SEC. 29 c 00 T29N-R19W Ir 1" DIAMETER STEEL N89'30'46"E 1232.59' _ "SURVEY MARK" NAIL 1/4 SECTION LINE N89'39'20"E 2615.47' w bob O O O NN O I N RIGHT-OF-WAY SURVEY FOR COUNTY TRUNK HIGHWAY "UU" 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 20, 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 29, ALL IN T29N, R19W, TOWN OF HUDSON AND CITY OF HUDSON, ST. CROIX COUNTY, WISCONSIN. LEGEND FOUND SECTION CORNER MONUMENT OF RECORD FOUND 2-3/8" DIAMETER IRON PIPE • FOUND 1-5/16" DIAMETER IRON PIPE • FOUND 1" DIAMETER IRON PIPE ■ FOUND 3/4" DIAMETER IRON REBAR 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 {RECORD; PREVIOUSLY RECORDED ROADWAY CONVEYANCE (R= ) PREVIOUSLY RECORDED DIMENSION INDEXED SURVEYOR'S NOTE 313') (R= SOUTH) UNPLATTED LANDS SURVEYOR'S NOTES AO THESE RIGHT-OF-WAY COURSES WERE DESCRIBED IN THAT '1985' FEE N1/4 COR. SEC. 20 N TITLE CONVEYANCE OF CARMICHAEL ROAD, FROM LUEPKE TO THE TRUNK T° ST. cR01x COUNTY DOC. NO. 182345; — TO ST' HIGHWAY CONVEYANCE FROM Rosswc — — e T29N4"DIA — HIGHWAY "UU" _j'1 RIGHT-OF-WAY CONVEYANCE COULD BE FOUND FROM ATWOOD TO 1-1/4' DIAMETER THE TOWN OF HUDSON, FOR LANDS ENCOMPASSED IN SAID O00 DESCRIPTION. THE RIGHT-OF-WAY WAS MAPPED ON THIS SURVEY TO IRON REBAR 299.88, Z 66.00' [69.81'] [69.93'] 841.76' PIPE AND CONSIDERABLE ROADWAY IMPROVEMENTS WITHIN THE [69.90'] D INTERSECTION. ® THIS CENTERLINE FOLLOWS THE TRAVELED HIGHWAY, ON A TANGENT 0 BETWEEN THE SECTION CORNER TO THE WEST AND THE DETERMINED 0 © THIS POINT OF INTERSECTION IS ON THE WESTERLY EXTENSION OF A X TANGENT, BEING 8 FEET DISTANT NORTHERLY AND PARALLEL WITH THE SOUTH LINE OF THE SE1/4 OF SECTION 20, AND BEING 1232.59 FEET O WESTERLY OF IT'S INTERSECTION WITH THE NORTH -SOUTH 1/4 OF SAID SECTION, THIS WAS DETERMINED FROM STATIONING SHOWN ON THE '1936' U.S. HIGHWAY "12" RIGHT-OF-WAY PLAT. U THIS RIGHT-OF-WAY JOG IS PERPENDICULAR TO THE CENTERLINE AND 313 FEET EASTERLY, FROM THE INTERSECTION OF SAID CENTERLINE H- AND THE NORTH -SOUTH 1/4 LINE OF SECTION 20. THIS WAS In RIGHT-OF-WAY PLAT. W THIS RIGHT-OF-WAY JOG IS PERPENDICULAR TO THE CENTERLINE AND 674.5 FEET WESTERLY, FROM THE INTERSECTION OF SAID CENTERLINE AND THE EAST LINE OF THE SE1/4 OF SECTION 20. NOTE THAT THIS a HIGHWAY "12" RIGHT-OF-WAY PLAT. IT APPEARS THAT THIS JOG WAS r PLATTED ON CERTIFIED SURVEY MAP FILED IN VOLUME 9, PAGE 2678, DOCUMENT NUMBER 504961, TO ENCOMPASS THE EXISTING CONCRETE w CATTLE PASS WITHIN THE HIGHWAY RIGHT-OF-WAY. II w w ,0 z N w II ON Of N II N w� � wz0 �F 0I Ld> o � w O ww Z wI J JI r It a < Win z (N7 z 0 1---, 132' d. 8 RODS) II (R= SOUTH) M LU o m0 CN 3 M o / N / / z / M N z 3 w �V/// N (n D</ / N 0 O z Z J 0 0 N I 0 0 z r W ui /_ V / ui W V) UNPLATTED LANDS (R= (R= N89'51'W) N00% 50'46"E 850.14' 11 S1/4 COR. SEC. 20 _ N1/4 COR. SEC. 29 c 00 T29N-R19W Ir 1" DIAMETER STEEL N89'30'46"E 1232.59' _ "SURVEY MARK" NAIL 1/4 SECTION LINE N89'39'20"E 2615.47' w bob O O O NN O I N RIGHT-OF-WAY SURVEY FOR COUNTY TRUNK HIGHWAY "UU" 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 20, 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 29, ALL IN T29N, R19W, TOWN OF HUDSON AND CITY OF HUDSON, ST. CROIX COUNTY, WISCONSIN. LEGEND FOUND SECTION CORNER MONUMENT OF RECORD FOUND 2-3/8" DIAMETER IRON PIPE • FOUND 1-5/16" DIAMETER IRON PIPE • FOUND 1" DIAMETER IRON PIPE ■ FOUND 3/4" DIAMETER IRON REBAR 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 {RECORD; PREVIOUSLY RECORDED ROADWAY CONVEYANCE (R= ) PREVIOUSLY RECORDED DIMENSION INDEXED SURVEYOR'S NOTE 313') (R= SOUTH) UNPLATTED LANDS SURVEYOR'S NOTES AO THESE RIGHT-OF-WAY COURSES WERE DESCRIBED IN THAT '1985' FEE Lo 0) N89'30'46"E 5027.50' I TOTAL �, TITLE CONVEYANCE OF CARMICHAEL ROAD, FROM LUEPKE TO THE TRUNK T° ST. cR01x COUNTY DOC. NO. 182345; — TO ST' HIGHWAY CONVEYANCE FROM Rosswc — — e TOWN OF HUDSON, RECORDED IN DOCUMENT NUMBER 404406. NO — HIGHWAY "UU" _j'1 RIGHT-OF-WAY CONVEYANCE COULD BE FOUND FROM ATWOOD TO THE TOWN OF HUDSON, FOR LANDS ENCOMPASSED IN SAID O00 DESCRIPTION. THE RIGHT-OF-WAY WAS MAPPED ON THIS SURVEY TO TO ST. CROIX COUNTY DOC. NO. 1823451 299.88, FOLLOW SAID DESCRIPTION, WHICH COINCIDES WITH THE FOUND IRON 66.00' [69.81'] [69.93'] 841.76' PIPE AND CONSIDERABLE ROADWAY IMPROVEMENTS WITHIN THE [69.90'] [e9s°'] INTERSECTION. ® THIS CENTERLINE FOLLOWS THE TRAVELED HIGHWAY, ON A TANGENT (R= N89'5VW, 1205.7') 1 BETWEEN THE SECTION CORNER TO THE WEST AND THE DETERMINED POINT OF INTERSECTION TO THE EAST. © THIS POINT OF INTERSECTION IS ON THE WESTERLY EXTENSION OF A TANGENT, BEING 8 FEET DISTANT NORTHERLY AND PARALLEL WITH THE SOUTH LINE OF THE SE1/4 OF SECTION 20, AND BEING 1232.59 FEET WESTERLY OF IT'S INTERSECTION WITH THE NORTH -SOUTH 1/4 OF SAID SECTION, THIS WAS DETERMINED FROM STATIONING SHOWN ON THE '1936' U.S. HIGHWAY "12" RIGHT-OF-WAY PLAT. THIS RIGHT-OF-WAY JOG IS PERPENDICULAR TO THE CENTERLINE AND 313 FEET EASTERLY, FROM THE INTERSECTION OF SAID CENTERLINE AND THE NORTH -SOUTH 1/4 LINE OF SECTION 20. THIS WAS DETERMINED FROM STATIONING SHOWN ON THE '1936' U.S. HIGHWAY "12" RIGHT-OF-WAY PLAT. THIS RIGHT-OF-WAY JOG IS PERPENDICULAR TO THE CENTERLINE AND 674.5 FEET WESTERLY, FROM THE INTERSECTION OF SAID CENTERLINE AND THE EAST LINE OF THE SE1/4 OF SECTION 20. NOTE THAT THIS WAS SHOWN AS 673.5 FEET, FROM STATIONING ON THE '1936' U.S. HIGHWAY "12" RIGHT-OF-WAY PLAT. IT APPEARS THAT THIS JOG WAS PLATTED ON CERTIFIED SURVEY MAP FILED IN VOLUME 9, PAGE 2678, DOCUMENT NUMBER 504961, TO ENCOMPASS THE EXISTING CONCRETE CATTLE PASS WITHIN THE HIGHWAY RIGHT-OF-WAY. II w w ,0 N 00 II ON N II N � wz0 �F 0I o � w O ww Z wI J JI r Lu Win W 3I 1---, 132' 8 RODS) II (R= SOUTH) " N89030'46"E 312.76' 0J0 29 14 O SOO 26 26 E 30.00' (R= S89'51'E, 892.7') N89'30'46"E 894 76' s4.4r1� 5.00' '30'46"W 786.32'— — _ _ — \5U0 01 48 (R= S89'51'E, 787') O [109.09'] 20.00' (R= NORTH) LOT 1- GHERTY'S ADDITION / 33' 133' ' I Ipl I QI I LOT 21 QI wl I LOT 22 ( �I Is' I I JIB ROSSING'S COUNTRY VIEW I XI I FIRST ADDITION I <I /Lo N Lo / W / LOT 3 LOT 20 s 0 O V) M N M !j Z r O � U W W U) a o / O 5,G'/ 0 Z / O J zt ^/ / \ N / �'N / / / 0 / z S7 /4 COR. SEC. 29 T29N-R19W 3-1/4" DIAMETER ALUMINUM MONUMENT ZI 01 — — 101 I Lo 0) N89'30'46"E 5027.50' I TOTAL �, 10 TANGENT— 0 COUNTY TRUNK T° ST. cR01x COUNTY DOC. NO. 182345; — TO ST' HIGHWAY CONVEYANCE FROM Rosswc — — e — — HIGHWAY "UU" _j'1 936' HIGHWAY CONVEYANCE FROM ROSSING � — — — O00 O TO ST. CROIX COUNTY DOC. NO. 1823451 299.88, 66.00' [69.81'] [69.93'] 841.76' [69.90'] [e9s°'] [69.97'1 S89'30'46"W 1207.64' (R= N89'5VW, 1205.7') 1 '30'46"W 786.32'— — _ _ — \5U0 01 48 (R= S89'51'E, 787') O [109.09'] 20.00' (R= NORTH) LOT 1- GHERTY'S ADDITION / 33' 133' ' I Ipl I QI I LOT 21 QI wl I LOT 22 ( �I Is' I I JIB ROSSING'S COUNTRY VIEW I XI I FIRST ADDITION I <I /Lo N Lo / W / LOT 3 LOT 20 s 0 O V) M N M !j Z r O � U W W U) a o / O 5,G'/ 0 Z / O J zt ^/ / \ N / �'N / / / 0 / z S7 /4 COR. SEC. 29 T29N-R19W 3-1/4" DIAMETER ALUMINUM MONUMENT ZI 01 — — 101 I LOT 3 1 CERTIFIED SURVEY—MAP VOL. -7, PG. 1957 DOC. NO. 436487 A 3/4" DIAMETER IRON REBAR FOUND FROM THE '2002' LYLE L. ELLIOTT SURVEY, LIES N08'46 -58"W, 0.97 FEET FROM THE COMPUTED RIGHT-OF-WAY CORNER. © A '2002' LYLE L. ELLIOTT SURVEY, APPEARS TO HAVE ERRONEOUSLY MAPPED AND MONUMENTED THIS PORTION OF THE COUNTY TRUNK HIGHWAY "UU" RIGHT-OF-WAY. THIS RIGHT-OF-WAY JOG IS PERPENDICULAR TO THE CENTERLINE AND 573.5 FEET WESTERLY, FROM THE INTERSECTION OF SAID CENTERLINE AND THE EAST LINE OF THE SE1/4 OF SECTION 20, THIS WAS DETERMINED FROM STATIONING SHOWN ON THE '1936' U.S. HIGHWAY "12" RIGHT-OF-WAY PLAT. 0 THE PLAT OF GHERTY'S ADDITION, SURVEYED BY JAMES L. MURPHY, APPEARS TO HAVE ERRONEOUSLY MAPPED AND MONUMENTED THIS O / PORTION OF THE COUNTY TRUNK HIGHWAY "UU" RIGHT-OF-WAY. JO THIS RIGHT-OF-WAY JOG IS PERPENDICULAR TO THE CENTERLINE AND -1 787.0 FEET WESTERLY, FROM THE INTERSECTION OF SAID CENTERLINE /�/ AND THE NORTH -SOUTH 1/4 LINE OF SECTION 20. THIS WAS / DETERMINED FROM STATIONING SHOWN ON THE '1936' U.S. HIGHWAY N\ / "12" RIGHT-OF-WAY PLAT. THAT CERTIFIED SURVEY MAP FILED IN VOLUME 1, PAGE 62, Ik/ / DOCUMENT NUMBER 318455, SURVEYED BY JAMES L. MURPHY, APPEARS TO HAVE ERRONEOUSLY MAPPED AND MONUMENTED THIS V PORTION OF THE COUNTY TRUNK HIGHWAY "UU" RIGHT-OF-WAY. 0 THAT CERTIFIED SURVEY MAP FILED IN VOLUME 12, PAGE 3501, DOCUMENT NUMBER 585801 AND A '1997' SURVEY, BOTH BY DOUGLAS J. ZAHLER, SHOW THIS PORTION OF THE RIGHT-OF-WAY BEING 60 FEET DISTANT SOUTHERLY FROM AND PARALLEL WITH THE NORTH LINE OF THE NW1/4 OF SECTION 29. THE 60 FOOT TO 33 FOOT RIGHT-OF-WAY JOG ON THIS SURVEY WAS DETERMINED AT THE WEST LINE OF THE NW1/4 OF SECTION 29, PER THIGHWAY 300 ECONVEYANCE T OF THE 1R CORDEDEIN DOCUMENT NUMBER 182902A. II II CERTIFIED SURVEY—MAP VOL. 9 PG. 2678, DOC. N0. 504961 LOT 5 I LOT—6 � I LOT—7 Lo to (FORMER U.S. HIGHWAY "12") N8930'46"E 2679.41' 1/4 SECTION LINE N89'30'46"E 2679.44' o r W x54.38'1 LOT—4 SCALE IN FEET 0 50 100 200 300 "0/ 15.00' (R= SOUTH) �. --132' (8 RO)S) 3 wco �cq wN o0 a0 \N I 3 of Z N W ZO it 0 W OV) ww Z 0 J w Z (R= S89'51'E, 807.3') 3'30'46"E 797.16' S89'30'46"W 898.6 (R= N89'51'W, 907.3') o®Qo�3g`� 0 X ° FRANCIS W. 0 ® BLESKACEK p 6.2418 0 AMERY Q WI ®0 4J �s FRANCIS W. BLESKACEK, RLS REG. NO. S-2418 I.I. to zu 14 DATE LOT—8 I I I I I II II I I I I I I(R=I NORTH) NO0'29'14"W<9> I I I (R= S89'51'E) 10.00' [69.96'] I I r69.93'1 N8930'46'E 674.43' {'1936' HIGHWAY CONVEYANCE FROM MAGDANZ O coo TO 5T. CROIX COUNTY DOC. N0. 182904A} — — — CONCRETE CATTLE PASS • "UU {'1936' HIGHWAY CONVEYANCE FROM MAGDANZ HIGHWAY TO ST. CROIX COUNTY DOC. NO. 182904AI 00 W m — [54.19'] (R= NORTH)— © [79.19'] �N00 29 14 W 25.00' S69(R ONa96rW 57 5') UNPLATTED LANDS E1/4 COR. SEC. 20 T29N-R19W 3-1/4" DIAMETER ALUMINUM MONUMENT a O �i M N w a N M 0 0 Lo z N N F w w rn C4l M O O \ N 4 V) w 0 w z J I- V) a w I CERTIFIED SURVEY MAP VOL. 6, PG. 1555, DOC. NO. 403919 LOT 1 I LOT—2 I Jvv JG I a � ' (R= S89'51'E) 78.00' �N89'30'46"E _ [69.66'] 0 0 orNECOR. SEC. 20 od ^ SEC. 29 N89'30'46"E 1115.50' 19W ETER STEEL N89'28'2CE 2628.92' 00Y MARK" NAIL 1/4 SECTION LINE o� S89'30'46"W [79.04'] � S00'O6 22 W (R= S89'51'E) 72.00' (R= SOUTH) 0) In O N N N p 0 Cn Ln r N Z N 0 0 CA W N (n 10 w O 0 N \ W z W H 0 w Z J (rn w E1/4 COR. SEC. 29 T29N-R19W 3-1/4" DIAMETER ALUMINUM MONUMENT SMALL TRACT WARRANTY DEED DOC_ NO. 528101