STH92-NEW-GLARUS-STH92RD_T032-1(3)--T032-1(4)_2.1

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SIDE ROADS— A,B,C,D l(RT) 81 F S.T.H. 32 (IR -0) z'-0• I 0.0I3. FTVFT.- _ O.OiS FT/FF ' I HOR1 ONTAL LINE . iii---A�P-.--- :'.Q ! ..,�.: .... +i :. '. Ff... A .: a':�- ,•d: 1 Y1(A' x- B•GRAVEL OR CRUSHED STONE BASE OOURSE - E•5ITLMINOUS CONCRETE SURFACE COURSE NOTES DETAILS ARE SYMMI RICAL ABOUT ,o 1 MIN. TYPICAL FINISHED SECTION FOR SIDE ROADS AS NOTED SCALE) I/A••I'-o• HORIZONTAL LINE +- �i VGRAVEL OR CRUSHED STCNE WE COURSE Stl.. �J e.•'y.. .: aS• y A.f 2 0' J MI!N. I TYPICAL FINISHED SECTION FOR SIDE ROADS E(LT) AND H 1 END OF CONSTRUCTION JROUNDIN3 CHANNELB TTOM NIDTH SHOULDER VARIES- 4'WITM VAR) 8 L E ROUNDiNO BITUMINOUS CONO. SURFACE s' 60,=,�•l�sY.3,z�S yg5s's-rslr 2' NITH GRAVEL SURFACE ` 6• a V RiPRAP WHERE NOTED OF ROAD_ NOTE DETAILS ARE S1YY�TRICAL ABOUT F I DETAIL OF SURFACING FR SIDE ROAD NEAR 900 SCALE I"=20' 3 I U2 -N) 30 I I - I S BILCONCRETE PAVEMENT CONCRETE PAVEMENT IN PLACE 3 I _J ;T !-BIL CONCRETE FAVEM ENT IL II NOTE, 4 9' STA. I i 50 N= 10' STA 333420.3 DETAIL OF TRANSITION FROM EXISTING CONCRETE PAVEMENT TO 24' BIT. CONC. PAVEMENT STA.I+IO TO STA.2+00 f3 STA.333+20.3 TO STA. 333+80.3 SCALE -1 20' SHOULDER LINE LOGE OF PAVEMENT A Bao' , 2 3"BITUM.INOUS CONCFIETE PAVEMENT DER 'AETAL I SEEDED APIA TOP OF ROCK ROU NUN NO SUBGRACE SLOPE 6'SELECTED EXCAVATION GRAVEL OR CRUSHED STONE BASE CODRSE 2T'-6"-NOR,AAL SECTION /' S' (VARIES ON S E. SECTION)1/2 SECTION SECTION FOR ROCK CUTS SCALE1.4••1'-0" INTERCEPT043 EMBANKN'ENT -iNTIERCEPTiN3 DITCH SEND OF C:,NSTRUCTION r YSOD / 6"TOPSO!L— c ! L ' / TCP OF BACKSLCPE �llR------,�___.. rB• JR`UrF--rte as.s T 1 f —--- I h E ST4.276 }.13.22 _ S. B. STA. 20 F } 00 DE tAIL OF SURFACING FOR SIDE ROAD F SCALE) 1"• 20' �_ ---__ 5`-'Ff ��P,ABLE� �+ � • 10 J• N iY, r _ � Z=. p' FOR CETAILS OF $OD BACKSLOFE f LLME SEE SF-EET SHOULDER LINE DETAIL OF INTERCEPTING EMBANKMENTNOT TO SCALE V EDCE OF PAVEMENT NOTE . NOT A 810 ITEM SEE SPECIAL PROVISIONS , $.T H. 69 a NOTE, WHERE CHANNEL BOTTOM IS W-0'WIDE ZI ESS TTOM FLAT 90' INTERSECTION Jog i s 900INTERSECTION TYPICAL SECTION DETAILBD DETAIL a N o DETAIL FOR SIDE ROADSraj 9�Gy a FOR S.T.H. 92 OF JO L y0 CHANNEL CHANGE ;I s 2-o0 SHOULDER L1': 5O, ¢t I s 6� NOT TO SCALE �4VEL ROAD I y 3 --- ED^,E OF PAVE ENT p INTERSECTION u 12'BITlIM1 NOUS SUR"AOINO OF ROAD_ NOTE DETAILS ARE S1YY�TRICAL ABOUT F I DETAIL OF SURFACING FR SIDE ROAD NEAR 900 SCALE I"=20' 3 I U2 -N) 30 I I - I S BILCONCRETE PAVEMENT CONCRETE PAVEMENT IN PLACE 3 I _J ;T !-BIL CONCRETE FAVEM ENT IL II NOTE, 4 9' STA. I i 50 N= 10' STA 333420.3 DETAIL OF TRANSITION FROM EXISTING CONCRETE PAVEMENT TO 24' BIT. CONC. PAVEMENT STA.I+IO TO STA.2+00 f3 STA.333+20.3 TO STA. 333+80.3 SCALE -1 20' SHOULDER LINE LOGE OF PAVEMENT A Bao' , 2 3"BITUM.INOUS CONCFIETE PAVEMENT DER 'AETAL I SEEDED APIA TOP OF ROCK ROU NUN NO SUBGRACE SLOPE 6'SELECTED EXCAVATION GRAVEL OR CRUSHED STONE BASE CODRSE 2T'-6"-NOR,AAL SECTION /' S' (VARIES ON S E. SECTION)1/2 SECTION SECTION FOR ROCK CUTS SCALE1.4••1'-0" INTERCEPT043 EMBANKN'ENT -iNTIERCEPTiN3 DITCH SEND OF C:,NSTRUCTION r YSOD / 6"TOPSO!L— c ! L ' / TCP OF BACKSLCPE �llR------,�___.. rB• JR`UrF--rte as.s T 1 f —--- I h E ST4.276 }.13.22 _ S. B. STA. 20 F } 00 DE tAIL OF SURFACING FOR SIDE ROAD F SCALE) 1"• 20' �_ ---__ 5`-'Ff ��P,ABLE� �+ � • 10 J• N iY, r _ � Z=. p' FOR CETAILS OF $OD BACKSLOFE f LLME SEE SF-EET SHOULDER LINE DETAIL OF INTERCEPTING EMBANKMENTNOT TO SCALE V EDCE OF PAVEMENT NOTE . NOT A 810 ITEM SEE SPECIAL PROVISIONS , $.T H. 69