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HomeMy WebLinkAboutuu west2.pdfN1/4 COR. SEC. 20 N T29N4"DIA 1-1/DIAMETER IRON REBAR Z D 0 0 X O U H- In W a r w z w Of w� Ld> w n It a z (N7 z 0 d. M LU o 0 m CN 3 M o / N / / z / M N z 3 w �V/// N V) D</ / N o 0 z Z J 0 0 N I 0 0 z 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 TITLE CONVEYANCE OF CARMICHAEL ROAD, FROM LUEPKE TO THE TOWN OF HUDSON, RECORDED IN DOCUMENT NUMBER 404406. NO RIGHT-OF-WAY CONVEYANCE COULD BE FOUND FROM ATWOOD TO THE TOWN OF HUDSON, FOR LANDS ENCOMPASSED IN SAID DESCRIPTION. THE RIGHT-OF-WAY WAS MAPPED ON THIS SURVEY TO FOLLOW SAID DESCRIPTION, WHICH COINCIDES WITH THE FOUND IRON PIPE AND CONSIDERABLE ROADWAY IMPROVEMENTS WITHIN THE INTERSECTION. ® THIS CENTERLINE FOLLOWS THE TRAVELED HIGHWAY, ON A TANGENT 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 � wzo �F 0I o � w O ww zo 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' Lo 0) N89'30'46"E 5027.50' I TOTAL �, 10 TANGENT— 'o COUNTY TRUNK T° ST. cR01x c°uNTY DOc. NO. 182345; — TO ST.36' HIGHWAY COUNCONVTY DOC. FROM Rosswc — — e - — HIGHWAY "UU" {'1936' HIGHWAY CONVEYANCE FROM ROSSING — O00 O TO ST. CROIX COUNTY DOC. NO. 1823451 299.88' 66.00' [s9s1'7 [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 O O fn 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 SCALE IN FEET 0 50 100 200 300 "0/ 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. NO. 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 a0 r54.38'1 LOT 4 15.00' (R= SOUTH) (8 1 ROO )S) 3 wco �cq w N o0 a0 \N I 3 of Z N W ZO it 0 W V) 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 6.2410 0 AMERY Q WI ®0 4J �s FRA\\NCIS W. BLESKACEK, RLS REG. NO. S-2418 I.I. to zu 14 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' [69.96'1 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 I,1936' HIGHWAY CONVEYANCE FROM MAGDANZ HIGHWAY TO ST. CROIX COUNTY DOC. NO. 182904AI 00 W m (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 N N F w w rn C4 l ;M O 0 \ U) 4 In 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 Io N N N p 0 Cn Ln r N Z N 0 0 CA W N (n 10 w O 0 (on \ 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 DATE