|
4 4'
<br />FILL
<br />_1o'-0.
<br />3'BITUM,NOUS CONCRETE FAVEME Nt 1 SHOULDER METAL
<br />0.042 %f t. O.Of5'/FT. - OR1S'/FT.
<br />' ( T--- 0.042 'FT.
<br />ROLNCING �Od FV�y3 IdGRAM OR CRUSHED,STONE
<br />FRI 0 1., 4 0 �iNl 0 9' BALLAST COURSE
<br />COURSE
<br />V VSA
<br />? 12
<br />TYPICAL FINISHED SECTION
<br />STA. 2 +00 TO STA. 225 + 00
<br />0.0IV/ F T.
<br />!/
<br />VARIES ,
<br />44'
<br />MIN.
<br />1-3,
<br />RULNDI'1G
<br />I_T,---
<br />StruwNOUS CONCRETE PAy EMENT
<br />4
<br />1(4
<br />SHOULDER METAL
<br />?{?./
<br />�
<br />U4k
<br />Zly•� F yyS
<br />SUPERELEVATION SLOPE
<br />10" GRAVEL OR CRUSHED STONE BASE COURSE--------
<br />9" BALLAST
<br />3'-0'
<br />COURSE
<br />ROLNDiNG-
<br />'
<br />NO TREES AFE 10 BE REMOVED WITHO UT THE APPROVAL:
<br />TYPICAL
<br />SUPERELEVATED SECTION
<br />77SSin52�J1,CT
<br />TROUND,N3
<br />BY THE ENGINEER:
<br />WITH BALLAST COURSE
<br />FILL
<br />4 4'
<br />--
<br />3'-6• 10,-0,.
<br />0.042 YFT,
<br />_ 12,_0,. 10'-0•'
<br />?~— 3'BITUM,NOUS CONCRETE PAVEMENT — -�~ –
<br />I 0.0.015'/FT.0.015'/FT.0.0!5/FT SHOULDER META
<br />I—...� DER
<br />DETERMINED dl THE FIELD 6Y THE ENGINEER,
<br />%FT,
<br />SHR;NKAGE WA ABLE EST, MATED AT 3011, TO 40% FOR EARTil
<br />r
<br />TY
<br />F T.
<br />i0"GP,AVEL OR CRIISHE STONE_
<br />ROUNDING
<br />9' SELECTED EXCAVATION
<br />BASE COURSE
<br />EXCAVATION SUITABLE FOR PLANT GRO'ATH AND CUT SLOPES TO
<br />FOR EMBANKMENTS
<br />6E COVERED Wf T14 S• OF SALVAGE TOPSOIL
<br />TYPICAL FINISHED SECTION
<br />ALL OF THE R)SAT OF WAY EXCLUSIVE 0f THE ROADBED.' -
<br />z
<br />AND AREAS ALREADY COVERED WITH SIXTABLE OAASSE3-SHALL
<br />`
<br />STA. 225 + 00 TO STA. 333 + 20.30
<br />0.0IV/ F T.
<br />!/
<br />-
<br />2'O 6 6.1.1 3�-0" MARKER POSTS T-1.3.2
<br />T•i1iN 1 CABLE GUARD FENCE T-233
<br />CCNSTRUCTICy BARRICADE T-412
<br />SOD BACASLOPE FLLM£ 5
<br />"•��_/� A,I MI SAX. BEAU GUARD
<br />7-2A.1
<br />�4 CORR. ME- L PIPE CATTLE PASS
<br />ROU,NDING SECT. PLATE PIPE
<br />PLATE IPE ARCA B -f2.3
<br />DIsYFr, 6-,s.3
<br />ROUNDING 44
<br />3'-0" 2'-0" VARIES 10 -0 12-0°
<br />S" BITUVI'NOUS CONCRETE P wEdENT
<br />2\
<br />A I I SHOULDER METAL _ VARIES 2'-0" 3'-0°
<br />0
<br />Y k. ' MAY.
<br />`..ROUNDING
<br />y A %IO:I-� I 4
<br />0 GRAVEL
<br />SUPERELEVATION SLOPE — i"GR CRUSHED STONE BASE CO�UFSE—
<br />2 tit.
<br />POUNDING-� TYPICAL SUPERELEVAf ED ,SECTION
<br />WITHOUT BALLAST COURkE
<br />STANDARD ABBREVIATIONS a
<br />C.. CGId MON EKCAYATtON
<br />R. ROCK EXCAVATION
<br />M.E.. MARSH ikCAYATIG9
<br />9.. BORRO'N EXCAVATION
<br />F, s FILL
<br />'W.. 'AAS1E
<br />CH.CA. . CHANtiEL CHANGE 3
<br />z ,
<br />rYPICAL CROSS SECTION
<br />F- o R
<br />NEW GLARUS-S.1;4.92 ROAD
<br />i+
<br />r 032--1(3) GREEN COUNTY
<br />T 032•-1(4) DANE COUNTY
<br />S.T.H. 69
<br />SCALE.},
<br />t
<br />1(4
<br />CUT
<br />3'-0'
<br />GENERAL NOTES
<br />'
<br />NO TREES AFE 10 BE REMOVED WITHO UT THE APPROVAL:
<br />'-�
<br />77SSin52�J1,CT
<br />TROUND,N3
<br />BY THE ENGINEER:
<br />q;1 NI�V
<br />Trig EXACT LOCATKiN GF FR!VATE ENTRANCES TO 6E
<br />pry,.
<br />DETERMINED dl THE FIELD 6Y THE ENGINEER,
<br />SHR;NKAGE WA ABLE EST, MATED AT 3011, TO 40% FOR EARTil
<br />AND Ol TO IG'i FCR ROCK. -
<br />ALL FILL SLOPES TO 6E COVERED 'MATH. 6' GF SELECTED ,
<br />EXCAVATION SUITABLE FOR PLANT GRO'ATH AND CUT SLOPES TO
<br />6E COVERED Wf T14 S• OF SALVAGE TOPSOIL
<br />ALL OF THE R)SAT OF WAY EXCLUSIVE 0f THE ROADBED.' -
<br />z
<br />AND AREAS ALREADY COVERED WITH SIXTABLE OAASSE3-SHALL
<br />`
<br />BE FERTILIZED AND SEEDED.
<br />TOP OF ROCX AND BCITOM OF MARSH LOCATIONS ARE
<br />Ai PROXIMATE AND AFE SH6WN- FOR ,NFCRMAT!ON ONLY,
<br />2�-0• 3'- 0',
<br />{
<br />M.N.
<br />Y
<br />ROUNOI.14301
<br />E
<br />1 MIS'
<br />z1j21
<br />APPROVED DETAIL DRAWINGS
<br />ARE AS FOLLOWS
<br />EETAIL PLATE NO,
<br />EXCAVATION AND BACKFILL FOR PIPE GULVEM1TS,
<br />BOX CVL% ERTS AND ABUTMENTS,
<br />DETAILS OF PR:VATS ENTRANCE AND SIDE -
<br />ROAD APPROACH
<br />CBLITERATI.N3 OLD ROAD 1-411
<br />RIPRAP AT SIDE ROAD CULVERTS
<br />MORTAR RUSSLE MASONRY, RIPRAP OR
<br />CUT
<br />MORTAR RIPRAP 6-L41
<br />R.C.C.P. CATTLE PASS T2"
<br />-
<br />2'O 6 6.1.1 3�-0" MARKER POSTS T-1.3.2
<br />T•i1iN 1 CABLE GUARD FENCE T-233
<br />CCNSTRUCTICy BARRICADE T-412
<br />SOD BACASLOPE FLLM£ 5
<br />"•��_/� A,I MI SAX. BEAU GUARD
<br />7-2A.1
<br />�4 CORR. ME- L PIPE CATTLE PASS
<br />ROU,NDING SECT. PLATE PIPE
<br />PLATE IPE ARCA B -f2.3
<br />DIsYFr, 6-,s.3
<br />ROUNDING 44
<br />3'-0" 2'-0" VARIES 10 -0 12-0°
<br />S" BITUVI'NOUS CONCRETE P wEdENT
<br />2\
<br />A I I SHOULDER METAL _ VARIES 2'-0" 3'-0°
<br />0
<br />Y k. ' MAY.
<br />`..ROUNDING
<br />y A %IO:I-� I 4
<br />0 GRAVEL
<br />SUPERELEVATION SLOPE — i"GR CRUSHED STONE BASE CO�UFSE—
<br />2 tit.
<br />POUNDING-� TYPICAL SUPERELEVAf ED ,SECTION
<br />WITHOUT BALLAST COURkE
<br />STANDARD ABBREVIATIONS a
<br />C.. CGId MON EKCAYATtON
<br />R. ROCK EXCAVATION
<br />M.E.. MARSH ikCAYATIG9
<br />9.. BORRO'N EXCAVATION
<br />F, s FILL
<br />'W.. 'AAS1E
<br />CH.CA. . CHANtiEL CHANGE 3
<br />z ,
<br />rYPICAL CROSS SECTION
<br />F- o R
<br />NEW GLARUS-S.1;4.92 ROAD
<br />i+
<br />r 032--1(3) GREEN COUNTY
<br />T 032•-1(4) DANE COUNTY
<br />S.T.H. 69
<br />SCALE.},
<br />t
<br />
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