STH73-HUBBELSTREET-VILLAGE-OF-MARSHALL_3060-01-21_1

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COUNTY LINE TOWNSHIP AND RANGE LINES SECTION LINE QUARTER LINE SIXTEENTH LINE NEW REFERENCE LINE NEW R/W LINE EXISTING R/W LINE PROPERTY LINE CORPORATE LIMITS LOT, TIE AND OTHER MINOR LINES SLOPE INTERCEPTS UNDERGROUND FACILITY (GAS, TELEPHONE, ELECTRIC, ETC.) FENCE TEMPORARY LIMITED EASEMENT (TLE) PERMANENT LIMITED EASEMENT (PLE) BEAM GUARD TRANSMISSION TOWER AND LINE GAS MARKER OR TELEPHONE PEDESTAL CONVENTIONAL SIGNS AND ABBREVIATIONS SECTION CORNER s a FOUNDATION OR RUIN NOTATION FOR COMBUSTABLE FLUIDS _ P.L. BRIDGE -- - - - - - - - - -- STREAM OR RIVER SLOPE INTERCEPTS —__ _ LAKE (TYPE) —X—X—X— CULVERT (BOX, PIPE 1000.0 10 a e o 00 *0'ol OR CATTLE PASS) RAIL UNE Q T.P. (TYPE) GAS PUMPS NAME �� BUSHES � ZE j I (0 (SMALL SCALE) (LARGE SCALE) / SIGN POWER POLE TELEPHONE POLE TREES (DECIDUOUS) (CONFEROUS) WOODS ENCROACHING SIGN LIGHT POLE COMPENSABLE ABBREVIATIONS ACRES AC. PAGE P. ALUMINUM ALUM. POINT OF BEGINNING P.O.B. BARN B. PROPERTY LINE P.L. BUILDING BLDG. RADIUS R CERTIFIED SURVEY MAP C.S.M. RAILROAD R.R. CORNER COR. REFERENCE UNE It - DISTANCE DIST. RIGHT OF WAY R/W GARAGE G. SECTION SEC. HOUSE H. SQUARE FEET S.F. HOUSE TRAILER H.T. SHED S. IRON PIN I.P. STATION STA. LENGTH L. TANGENT TAN. LONG CHORD L.C. TANK T. LONG CHORD BEARING L.C.B. TELEPHONE PEDESTAL T.P. MONUMENT MON. TEMPORARY LIMIT EASEMENT T.L.E. OVERHEAD 0/H VOLUME VOL. NOTES*• WELL W. DIMENSIONING FOR THE NEW R/W IS MEASURED ALONG AND PERPENDICULAR TO THE NEW REFERENCE LINES. GOVERNMENTAL LAND LINE AND REFERENCE LINE ARE NOT COINCIDENTAL. DISTANCES FROM REFERENCE LINE ARE f—� DISTANCES FROM GOVERNMENTAL LAND LINE ARE H OR XX' G EXISTING HIGHWAY RIGHT OF WAY SHOWN HEREIN IS BASED ON THE FOLLOWING POINT OF REFERENCE AS SPECIFIED ON EACH PLAT SHEET: GOVERNMENT LAND LINES, REFERENCED BY EAST LINE OF THE NW 1/4 OF SECTION 10 T 8 N, R 12 E. BEARING BEING N 01'44'13" E. COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE WISCONSIN COORDINATE SYSTEM SOUTH ZONE, NAD 27. ALL PLAT DISTANCES ARE GROUND LENGTH AND MAY BE CONVERTED TO GRID LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR PROVIDED ON THE DETAIL SHEET(S). RIGHT OF WAY MONUMENTS ARE TYPE 2 AND ARE PLACED PRIOR TO OR AT THE THE TIME OF LAND TITLE TRANSFER. RIGHT OF WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY OF OTHER "SURVEYS OF PUBLIC RECORDS.- `FDN. J TYPE rte l • O I.P. • (DGAS (TYPE) O M.H. (TYPE) G.P. c Jom cm W s NON -COMPENSABLE L�'J( w FNn RFI nrATInN npnFR I av1- n yr nlw LJ. -NJ C lw Ir1C J 1t. COR. OF SEC. 3, T 8 N., R. 12. E. I iSW9 I I NW16 I 0 1000 2000 SCALE FEET TOTAL NET LENGTH OF CENTERLINE - 0.549 mi. R/W PROJECT NUMBER 3060-01-21 FEDERAL PROJECT NUMBER SHEET I TOTAL NUMBER SHEETS 4.0 1 4 PLAT OF RIGHT-OF-WAY REQUIRED FOR HUBBELL STREET, VILLAGE OF MARSHALL 002VN�0 UNE R.R.-CONVERSE AVE.) DANE Sw2 SE3 BEGIN RELOCATIOt�I ORDER S OF AND 48.p- E OF THE S 1/4 OF SEC. 3, T 81N.. R.12 E. NW11 ORIGINAL PLAT PREPARED BY: BONESTROO, ROSENE, ANDERLIK AND ASSOC. INC. ENGINEERS Q ARCHITECTS ST. PAUL, MN - MEQUON, MA 9 - "pie 97 NC. STATE OF WISCONSIN - 31 - 9e N.C. 3 1 - 9e N.C. DEPARTMENT OF TRANSPORTATION 9 - APPROVED: Date ,w DWMCT DIRECTOR BUILDING CEMETERY GAUTI N R/W MONUMENT NON-MONUMENTED R/W POINT IRON PIN VALVE SILO, MANHOLE, VENT, SEPTIC VENT, WELL, ETC. GAS PUMPS NAME �� BUSHES � ZE j I (0 (SMALL SCALE) (LARGE SCALE) / SIGN POWER POLE TELEPHONE POLE TREES (DECIDUOUS) (CONFEROUS) WOODS ENCROACHING SIGN LIGHT POLE COMPENSABLE ABBREVIATIONS ACRES AC. PAGE P. ALUMINUM ALUM. POINT OF BEGINNING P.O.B. BARN B. PROPERTY LINE P.L. BUILDING BLDG. RADIUS R CERTIFIED SURVEY MAP C.S.M. RAILROAD R.R. CORNER COR. REFERENCE UNE It - DISTANCE DIST. RIGHT OF WAY R/W GARAGE G. SECTION SEC. HOUSE H. SQUARE FEET S.F. HOUSE TRAILER H.T. SHED S. IRON PIN I.P. STATION STA. LENGTH L. TANGENT TAN. LONG CHORD L.C. TANK T. LONG CHORD BEARING L.C.B. TELEPHONE PEDESTAL T.P. MONUMENT MON. TEMPORARY LIMIT EASEMENT T.L.E. OVERHEAD 0/H VOLUME VOL. NOTES*• WELL W. DIMENSIONING FOR THE NEW R/W IS MEASURED ALONG AND PERPENDICULAR TO THE NEW REFERENCE LINES. GOVERNMENTAL LAND LINE AND REFERENCE LINE ARE NOT COINCIDENTAL. DISTANCES FROM REFERENCE LINE ARE f—� DISTANCES FROM GOVERNMENTAL LAND LINE ARE H OR XX' G EXISTING HIGHWAY RIGHT OF WAY SHOWN HEREIN IS BASED ON THE FOLLOWING POINT OF REFERENCE AS SPECIFIED ON EACH PLAT SHEET: GOVERNMENT LAND LINES, REFERENCED BY EAST LINE OF THE NW 1/4 OF SECTION 10 T 8 N, R 12 E. BEARING BEING N 01'44'13" E. COORDINATES AND BEARINGS ON THIS PLAT ARE ORIENTED TO THE WISCONSIN COORDINATE SYSTEM SOUTH ZONE, NAD 27. ALL PLAT DISTANCES ARE GROUND LENGTH AND MAY BE CONVERTED TO GRID LENGTH BY MULTIPLYING THE DISTANCE BY THE GRID FACTOR PROVIDED ON THE DETAIL SHEET(S). RIGHT OF WAY MONUMENTS ARE TYPE 2 AND ARE PLACED PRIOR TO OR AT THE THE TIME OF LAND TITLE TRANSFER. RIGHT OF WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY OF OTHER "SURVEYS OF PUBLIC RECORDS.- `FDN. J TYPE rte l • O I.P. • (DGAS (TYPE) O M.H. (TYPE) G.P. c Jom cm W s NON -COMPENSABLE L�'J( w FNn RFI nrATInN npnFR I av1- n yr nlw LJ. -NJ C lw Ir1C J 1t. COR. OF SEC. 3, T 8 N., R. 12. E. I iSW9 I I NW16 I 0 1000 2000 SCALE FEET TOTAL NET LENGTH OF CENTERLINE - 0.549 mi. R/W PROJECT NUMBER 3060-01-21 FEDERAL PROJECT NUMBER SHEET I TOTAL NUMBER SHEETS 4.0 1 4 PLAT OF RIGHT-OF-WAY REQUIRED FOR HUBBELL STREET, VILLAGE OF MARSHALL 002VN�0 UNE R.R.-CONVERSE AVE.) DANE Sw2 SE3 BEGIN RELOCATIOt�I ORDER S OF AND 48.p- E OF THE S 1/4 OF SEC. 3, T 81N.. R.12 E. NW11 ORIGINAL PLAT PREPARED BY: BONESTROO, ROSENE, ANDERLIK AND ASSOC. INC. ENGINEERS Q ARCHITECTS ST. PAUL, MN - MEQUON, MA 9 - "pie 97 NC. STATE OF WISCONSIN - 31 - 9e N.C. 3 1 - 9e N.C. DEPARTMENT OF TRANSPORTATION 9 - APPROVED: Date ,w DWMCT DIRECTOR