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LIMITS OF SEEDING POINT REFERRED TO ON X—SECTIONS LIMITS OF SEEDING
<br />AND FERTIL ZER AS AND PE TL ZER AS LAM OF SEEDING PONT REFERRED TO ON X—SEC71ONS LIMITS OF SEEDING
<br />DIRECTED BY ENGINE PONT REFERRED DIRECTED BY ENGINEER AND FERTILIZER AS AND FERTWZER AS
<br />TO ON PROFLE DIRECTED BY ENGINEER POINT R DIRELDED BY ENCBEER
<br />SALVAGED 1DP90E SALVAGED TO'
<br />AND EROSION NAT ANo EL090N MAT SALVAGED
<br />LIMITS 2 FEET BEYO TO BE PLACm AND E � MAT
<br />4.1' O' 41' 2 FEET BEYOND SHOULDER
<br />PONT 4.1 ad 0' 41'
<br />Mi I
<br />GROUND I -- n -04x a 'I � I �.o�x HEAVYI /.02X
<br />k T I� IE
<br />� 2 , 2.0' GROUND L
<br />ALT }
<br />� S' ASPHALTIC �
<br />�
<br />Vy. EI
<br />t INES �y
<br />NT �� V ES \ VIRES
<br />SHOULDER PO
<br />EXISTING �
<br />SHOULDER PONT
<br />MARSH EXCAVATION MARSH EXCAVATION r
<br />MARSH EXCAVATION UNOLASSIIIIED EXCAVATION * BASE COURSE
<br />MARSH EXCAVA710N
<br />PROJECT DESIGNATION ISHEET NO.
<br />5844-00-71 2.0
<br />TYPICAL SECTIONS,
<br />GENERAL NOTES, STANDARD DETAIL DRAWINGS
<br />UTILITIES, STANDARD ABBREVIATIONS
<br />GENERAL NOTES
<br />.SILT FENCE TO BE PLACED AS SHOWN ON THE PLANS OR
<br />AS DIRECTED BY THE ENGINEER.
<br />WHEN THE QUANITTY OF THE ITEM OF BASE OR SURFACE
<br />COURSE IS MEASURED FOR PAYMENT BY THE TON OR CUBIC YARD,
<br />THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE
<br />'-PLANS IS APPROXIMATE, AND THE ACTUAL THICKNESS WILL
<br />.DEPEND ON 714E DISTRIBUTION OF THE MATERIAL AS
<br />DIRECTED BY 7HE ENGINEER IN THE FIELD.
<br />,,NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE
<br />. APPROVAL OF THE ENGINEER.
<br />AWE LOCATIONS OF EXISTING AND PROPOSED UTILITY
<br />INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE.
<br />iTHERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE
<br />THE PROJECT AREA THAT ARE NOT SHOWN.
<br />:.DISTURBED AREAS WITHIN THE RIGHT--OF-WAY, EXCEPT THE
<br />:AREA BETWEEN THE FINISHED SHOULDER POINTS, ARE TO BE
<br />FERTILIZED, SEEDED, AND COVERED WITH EROSION MAT.
<br />iMOSION CONTROL DETAILS ARE SHOWN ON THE PLAN AND PROFILE SHEETS.
<br />ESEARINGS SHOW ON THIS PLAN ARE REFERENCE TO A U.S. PUBLIC LAND
<br />SURVEY MONUMENT RECORD OF THE SOUTH QUARTER CORNER.
<br />_SECTION 17, 1DWMSHIP 7 NORTH, RANGE 6 EAST; TOWNSHIP OF VERMONT
<br />DANE COUNTY 1M; WENCH HAS A RECORDED BEARING OF N21'11'20'E
<br />,BETWEEN REFERENCED POINTS.
<br />"IBE ASPHALTIC SURFACE SHALL TAPER FROM 26' IN WIDTH AT THE
<br />STRUCTURE. 10 1W IN WIDTH 50 FEET AWAY FROM THE STRUCTURE
<br />r_EXCEPTIN THE SOUTHEAST QUADRANT.
<br />SALVAGED TOPSOL SHALL BE PLACED ON SLOPES TO THE POINT OF
<br />NNTFRCEPT WITH THE ORIGINAL GROUND SHOWN ON THE CROSS -
<br />,SECTIONS.
<br />"O:O.T. BRIDGE BENCHMARK TO BE FURNISHED BY THE STATE AND PLACED
<br />_BY THE C00117RACTOR AS DIRECTED BY THE ENGINEER.
<br />.318E ASPHALTIC SURFACE SHALL BE PLACED IN TWO LIFTS.
<br />_-ENOTCH ELE:VATIaiS FOR THIS PROJECT ORIGINATED FROM A U.S.C. & G.S.
<br />BENCH MARK LOCATED 3.2 MILES SOUTH AND 2.8 MILES WEST OF MAZOMANIE,
<br />WISCONSIN NEAR NORTH QUARTER CORNER OF SEC. 38. T. 8 N., R. 5 E,
<br />APPROXIMATELY 200 FEET SOUTH OF C.T.H. 'K' ON C.T.H. 'KK', 8 FEET
<br />.NORTH AND 14 FEET EAST FROM CENTER OF C.T.H. 'KK' ON NORTH EAST
<br />CORNER OF CONCRETE BRIDGE ABUTMENT REFERENCED AS 'UEM4' WITH A
<br />RECORDED ELEVATION OF 751.120.
<br />TO OBTAIN LAS -AWN"
<br />PARTICIPANT." UNDERRKG')NO
<br />FACAJTIF_S BEFORE Yf'
<br />Lug: IN MAS`' IN"IN
<br />3MILL DOGGER@ HOTLOGE
<br />242-051H
<br />TOLL
<br />MAS.:.TAPJTL' 'icy_" ..;..:
<br />'-REQUIRES MIN. OF '. W'4,K LK...
<br />NOTICE BEFORE YOU EY.:.AVATE.
<br />UTILITIES
<br />BLACK EARTH TELEPHONE COMPANY
<br />1125 MILLS STREET
<br />BLACK EARTH, WI 53515
<br />ATTN: DAVE MR/ER
<br />PHONE: (608) 767-2591
<br />BLACK EARTH ELECTRIC & WATER
<br />714 BLUE MOUNDS STREET
<br />BLACK EARTH. WI 53515
<br />ATTN: DUAYNE GARFOOT
<br />PHONE: (608) 767-2563
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<br />A
<br />* LOCL.ASSiIED EXCAVATION
<br />TYPICAL TANGENT SECTION
<br />0E0
<br />TYPE SIR'
<br />BLUE MOUND TRAIL
<br />TYPICAL TANGENT SECTION
<br />STATION 11+55 - STATION 14+81.08
<br />BLUE MOUND TRAIL
<br />TO BE USED AS BACKFILL IN THE AREAS
<br />STATION 15+10.92 - STATION 17+50
<br />OF MARSH EXCAVATION
<br />FILL IN THE AREAS
<br />*
<br />�c NOTE: DEPTH OF UNCLASSIFIED EXCAVATION VARIES
<br />OF MARSH EXCAVATION
<br />POINT RUERRED TO ON X -SECTIONS LIMITS OF SWIG
<br />�C NOTE: DEPTH OF UNCLASSIFIED EXCAVATION VARIES
<br />AFD FLTMJM AS
<br />OF SEED MIX X10, FERTILIZER,
<br />PONT RL7� ONICIED BY ENGINEERLIMITS
<br />TO ON
<br />R MULCH
<br />VAOED TOPSOIL
<br />AND EROSION MA
<br />/SALVABEI)TOPSOIL,
<br />LIMITS OF SEED MIX 5A L A G E O TOP SO I L
<br />LIMITS
<br />{ AnuLcl+
<br />41'
<br />WASHED STONE DIKE
<br />EXISTING
<br />I
<br />I 2.0't 2.0't
<br />SILT FENCE
<br />ASEUNE WETLANDS
<br />EXISTING GROUNDUNE
<br />2
<br />WATER�TABLE
<br />d FACE.TX _
<br />SURFACE,TyPB � I
<br />�0.5'
<br />BASE COURSE
<br />• ARS
<br />N
<br />OBSERVED EL 781.5
<br />WATER
<br />1 ' 1 1 15 1 EL 781.0
<br />SHOULDER
<br />PONT
<br />MARSH EXCAVATKN
<br />EL 779.0
<br />TYPICAL TANGENT SECTION — WETLAND PRESERVATION DETAIL
<br />TYPICAL SECTION — PROPOSED WETLAND AREA
<br />BLUE MOUND TRAIL
<br />(LOOKING SOUTH)
<br />STATION 12+00 - STATION 13+75
<br />STATION 17+50, RIGHT
<br />STANDARD ABBREVIATIONS
<br />ADT
<br />AVERAGE DAILY TRAFFIC LF. LINEAR FEET
<br />REO D.
<br />REQUIRED
<br />AOG.
<br />AGGREGATE LH.F. LEFT HAND FORWARD
<br />RT.
<br />RIGHT
<br />B.M.
<br />BENCH MARK LS. LUMP SUM
<br />R/W
<br />RIGHT-OF-WAY
<br />STANDARD DETAIL DRAWINGS
<br />1i OR CL
<br />CENTERUNE LT. LEFT
<br />RD.
<br />ROAD
<br />CR.
<br />CRUSHED MAX. MAXIMUM
<br />RDW'.
<br />ROADWAY
<br />BE7-1 EROSION MAT
<br />C.T.H.
<br />COUNTY TRUNK HIGHWAY MIN. MINIMUM
<br />S.
<br />SOUTH
<br />BEB-1 TYPICAL INSTALLATION OF EROSION BALES
<br />CWT.
<br />HUNDREDWEIGHT N. NORTH
<br />SE
<br />SOUTHEAST
<br />BED SILT FENCE
<br />9A1 -8a SIDE ROAD INTERSECTIONS, TYPES W. 'c'
<br />C.Y.
<br />CUBIC YARD NOR. NORMAL
<br />SHIRK.
<br />SHRINKAGE
<br />ANDGbADE
<br />D.H.
<br />DOUBLE HEADED PA1YT. PAVEMENT
<br />S.R.
<br />SIDE ROAD
<br />12A3-4 NAME PLATE -STRUCTURES
<br />D.H.V.
<br />DESIGN HOURLY VOLUME P.C. POINT OF CURVE
<br />STD.
<br />STANDARD
<br />15A1-5 MARKER POSTS FOR RIGHT-OF-WAY
<br />15A2-2 DELINEATOR POSTS, MARKER POSTS, AND DELINEATORS
<br />DIR.
<br />DIRECTED P.I. POINT OF INTERSECTION
<br />ST.H.
<br />STATE TRUNK HIGHWAY
<br />AND CLOSURESOL FOR ROAD
<br />�TWO-LANE
<br />E.
<br />EAST P.E. PRIVATE ENTRANCE
<br />STA.
<br />STATION
<br />15CO-3 TRAFFICBARRICADES
<br />DEVICES FOR BRIDGES
<br />COR.
<br />CORNER P.K. PARKER-KALON CO.
<br />S.Y.
<br />SQUARE YARD
<br />EL OR ELEV.
<br />ELEVATION It OR PL PROPERTY LINE
<br />T
<br />TANGENT LENGTH OF CURVE
<br />F.E.
<br />F11D ENTRANCE P.P. POWER POLE
<br />TL
<br />TRANSIT LINE
<br />FT.
<br />FOOT (FEEL) PROD. PROJECT
<br />LNICIL
<br />UNCLASSIFIED EXCAVATION
<br />GAL
<br />GALLON P.T. POINT OF TANGENCY
<br />V
<br />DESIGN SPEED
<br />H.W.
<br />HIGH WATER PVMT. PAVEMENT
<br />V.C.
<br />VERTIC.E CURVE
<br />IN.
<br />INCHES R. RADIUS
<br />VAR.
<br />VARIABLE
<br />K
<br />SIGHT DISTANCE R.R. RAILROAD
<br />W.
<br />WEST
<br />L
<br />LENGTH OF CURVE RE1NF. REINFORCED
<br />PROJECT DESIGNATION ISHEET NO.
<br />5844-00-71 2.0
<br />TYPICAL SECTIONS,
<br />GENERAL NOTES, STANDARD DETAIL DRAWINGS
<br />UTILITIES, STANDARD ABBREVIATIONS
<br />GENERAL NOTES
<br />.SILT FENCE TO BE PLACED AS SHOWN ON THE PLANS OR
<br />AS DIRECTED BY THE ENGINEER.
<br />WHEN THE QUANITTY OF THE ITEM OF BASE OR SURFACE
<br />COURSE IS MEASURED FOR PAYMENT BY THE TON OR CUBIC YARD,
<br />THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE
<br />'-PLANS IS APPROXIMATE, AND THE ACTUAL THICKNESS WILL
<br />.DEPEND ON 714E DISTRIBUTION OF THE MATERIAL AS
<br />DIRECTED BY 7HE ENGINEER IN THE FIELD.
<br />,,NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE
<br />. APPROVAL OF THE ENGINEER.
<br />AWE LOCATIONS OF EXISTING AND PROPOSED UTILITY
<br />INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE.
<br />iTHERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE
<br />THE PROJECT AREA THAT ARE NOT SHOWN.
<br />:.DISTURBED AREAS WITHIN THE RIGHT--OF-WAY, EXCEPT THE
<br />:AREA BETWEEN THE FINISHED SHOULDER POINTS, ARE TO BE
<br />FERTILIZED, SEEDED, AND COVERED WITH EROSION MAT.
<br />iMOSION CONTROL DETAILS ARE SHOWN ON THE PLAN AND PROFILE SHEETS.
<br />ESEARINGS SHOW ON THIS PLAN ARE REFERENCE TO A U.S. PUBLIC LAND
<br />SURVEY MONUMENT RECORD OF THE SOUTH QUARTER CORNER.
<br />_SECTION 17, 1DWMSHIP 7 NORTH, RANGE 6 EAST; TOWNSHIP OF VERMONT
<br />DANE COUNTY 1M; WENCH HAS A RECORDED BEARING OF N21'11'20'E
<br />,BETWEEN REFERENCED POINTS.
<br />"IBE ASPHALTIC SURFACE SHALL TAPER FROM 26' IN WIDTH AT THE
<br />STRUCTURE. 10 1W IN WIDTH 50 FEET AWAY FROM THE STRUCTURE
<br />r_EXCEPTIN THE SOUTHEAST QUADRANT.
<br />SALVAGED TOPSOL SHALL BE PLACED ON SLOPES TO THE POINT OF
<br />NNTFRCEPT WITH THE ORIGINAL GROUND SHOWN ON THE CROSS -
<br />,SECTIONS.
<br />"O:O.T. BRIDGE BENCHMARK TO BE FURNISHED BY THE STATE AND PLACED
<br />_BY THE C00117RACTOR AS DIRECTED BY THE ENGINEER.
<br />.318E ASPHALTIC SURFACE SHALL BE PLACED IN TWO LIFTS.
<br />_-ENOTCH ELE:VATIaiS FOR THIS PROJECT ORIGINATED FROM A U.S.C. & G.S.
<br />BENCH MARK LOCATED 3.2 MILES SOUTH AND 2.8 MILES WEST OF MAZOMANIE,
<br />WISCONSIN NEAR NORTH QUARTER CORNER OF SEC. 38. T. 8 N., R. 5 E,
<br />APPROXIMATELY 200 FEET SOUTH OF C.T.H. 'K' ON C.T.H. 'KK', 8 FEET
<br />.NORTH AND 14 FEET EAST FROM CENTER OF C.T.H. 'KK' ON NORTH EAST
<br />CORNER OF CONCRETE BRIDGE ABUTMENT REFERENCED AS 'UEM4' WITH A
<br />RECORDED ELEVATION OF 751.120.
<br />TO OBTAIN LAS -AWN"
<br />PARTICIPANT." UNDERRKG')NO
<br />FACAJTIF_S BEFORE Yf'
<br />Lug: IN MAS`' IN"IN
<br />3MILL DOGGER@ HOTLOGE
<br />242-051H
<br />TOLL
<br />MAS.:.TAPJTL' 'icy_" ..;..:
<br />'-REQUIRES MIN. OF '. W'4,K LK...
<br />NOTICE BEFORE YOU EY.:.AVATE.
<br />UTILITIES
<br />BLACK EARTH TELEPHONE COMPANY
<br />1125 MILLS STREET
<br />BLACK EARTH, WI 53515
<br />ATTN: DAVE MR/ER
<br />PHONE: (608) 767-2591
<br />BLACK EARTH ELECTRIC & WATER
<br />714 BLUE MOUNDS STREET
<br />BLACK EARTH. WI 53515
<br />ATTN: DUAYNE GARFOOT
<br />PHONE: (608) 767-2563
<br />l
<br />n
<br />A
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