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2 <br />I <br />Q I -76 <br />PS CO,:_PX'EL <br />Riimw n <br />OSVI SIGN <br />agpy'_Ei NIABEP q <br />w. 4C.alON<� �i REV:eEC �_ vo;o� —� <br />vn: <br />€OLMADO <br />IICx)76- I(128) <br />3 <br />4" TOPSOIL• <br />_ � �V pp1ABLE <br />POINT OF SLOPEi <br />SELECTION <br />HINGE POiN' <br />PGL &_PIVOT GUARD RAIL TYPE 4 <br />i POINT T (CIPi STYLE CA) (TYP.) <br />•41 TOPSOIL -� i SEE DETAIL "A" <br />l / <br />l '� •4" TOPSOIL <br />0.020' /FT // 0.020'/FT <br />e <br />REV15IOrli <br />NOTE: A <br />• THE CONTRACTOR WILL BE REOUIRED TO <br />PLACE TOPSOIL AFTER COMPLETION OF <br />PAVING OPERATION. (MIN 4r' TOPSOIL) <br />BREAK POINTS ON SLOPES AND IN BOTTOMS <br />OF DITCHES SHALL BE ROUNDED DURING C <br />CONSTRUCTION FOR A PLEASING APPEARANCE. <br />IC 1 1U.1� / -- - - - - - -- • IN SLPERELEVATED SECTIONS MEDIAN <br />/ (.1. T LOW POINT IS LOCATED AS FbLLLDWS: <br />HINGE POIN-- 0 I V4A746LE [I „H„ <br />'- e" LIME TREATED <br />M" <br />r <br />` - J- <br />i. AT INTERSECTION POINT OF THE <br />10:1 SLOPES. <br />LIMITS OF CONCRE'E <br />HINGE POINT- <br />L_M:TG OF C21cRETE <br />:. POIti OF 5 OPi <br />PAVEMENT <br />-10" CONCRETE <br />FAVEMEN- <br />12' <br />10121' <br />4 t2' <br />12'4 24' 10' 12' <br />S__ECT;ON <br />SHLD. 2 LANES P 12' <br />- .HINGE PO: N' <br />_ <br />2 LANES P '2 SHLD. <br />S 3GRt`r SLOPE <br />MAINLINE CONCRETE PAVEMENT WILL REOUIRE <br />2' <br />4" TOPSOIL• <br />_ � �V pp1ABLE <br />POINT OF SLOPEi <br />SELECTION <br />HINGE POiN' <br />PGL &_PIVOT GUARD RAIL TYPE 4 <br />i POINT T (CIPi STYLE CA) (TYP.) <br />•41 TOPSOIL -� i SEE DETAIL "A" <br />l / <br />l '� •4" TOPSOIL <br />0.020' /FT // 0.020'/FT <br />e <br />REV15IOrli <br />NOTE: A <br />• THE CONTRACTOR WILL BE REOUIRED TO <br />PLACE TOPSOIL AFTER COMPLETION OF <br />PAVING OPERATION. (MIN 4r' TOPSOIL) <br />BREAK POINTS ON SLOPES AND IN BOTTOMS <br />OF DITCHES SHALL BE ROUNDED DURING C <br />CONSTRUCTION FOR A PLEASING APPEARANCE. <br />IC 1 1U.1� / -- - - - - - -- • IN SLPERELEVATED SECTIONS MEDIAN <br />/ (.1. T LOW POINT IS LOCATED AS FbLLLDWS: <br />HINGE POIN-- 0 I V4A746LE [I „H„ <br />'- e" LIME TREATED <br />M" <br />-?' LIME .kc_ ED <br />` - J- <br />i. AT INTERSECTION POINT OF THE <br />10:1 SLOPES. <br />SUBGRADE <br />HINGE POINT- <br />SJBGRADL <br />:. POIti OF 5 OPi <br />-10" CONCRETE <br />PL':VT 0: SLOPE _; <br />- 10 CUN @E'E <br />SELECTION <br />2 STEEPEN SLOPES DO TOTI INTERSECT <br />PAVEMENT <br />S__ECT;ON <br />PrvEM_eT <br />- .HINGE PO: N' <br />IT AT THE POINT OF SLOPE SELECTION. P <br />S 3GRt`r SLOPE <br />MAINLINE CONCRETE PAVEMENT WILL REOUIRE <br />25 <br />LOAD TRANSFER DEVICES <br />I -76 MAINLINE <br />7M:_5 9 7 _- : <br />2r <br />STA 392 +28.97 TO STA 398 +00 <br />LI'I:': :, 2 ^:CPE-r <br />HINGE POINT - PON7 OF S_OPL <br />_ 10' <br />GUA.AO R_AILeT TYPE . --� <br />_' <br />\ <br />SE�Er•ICR. <br />-•a^ TOPSOIL <br />- — <br />E <br />IC' rLmL P 9 <br />6 ' I i <br />CUT OR FILL SLOPES <br />M" <br />SLOPE <br />E I -76 <br />G' OF LESS <br />"4'EB ,Y4Pj49LE <br />1 D[WIne NwgWr <br />e( Or W.Inpf <br />R <br />JPF <br />S 3GRt`r SLOPE <br />25 <br />- <br />7M:_5 9 7 _- : <br />LI'I:': :, 2 ^:CPE-r <br />HINGE POINT - PON7 OF S_OPL <br />_' <br />SE�Er•ICR. <br />- — <br />C'Pi. CONS '1_DOWES FOR 1JP7 <br />- ^ _ CONST. JJIN'. <br />= <br />2 <br />.0 4E <br />2 <br />- <br />., e_ <br />,C .2 -INT <br />_ <br />sH�D- <br />�-- - - - - - LANe . . .2r-- <br />4 <br />- - --moo <br />�-,�� -- a _ALES '2 <br />Sir DETAIL "A" <br />r <br />2 GUAff5 AIL TYPE 4 <br />2' <br />(CAST IN PLACE "CIP ")(STYLE CA) <br />GUARD RAIL TYPE 4 <br />PGL 8 <br />PI VCT <br />(TYP.1 <br />'4" TOPSOIL -, <br />'POINT- <br />SEEPDETAILL"ACA) <br />— O <br />I <br />4" TOPSOIL' <br />O r`• <br />0.030' /F >, <br />y <br />G.0_'r T <br />^4" TOPSD:L <br />p <br />SL <br />h,_ <br />vPP1.B.E <br />`B <br />HINGE POINT -:r � <br />A V4a74 &E "H" <br />i� <br />POINT OF SLOPE <br />LIME cCEL <br />SUBGPADE <br />MIE- FEA�F- <br />F <br />SI�P"H" <br />_ <br />SELECG :ON <br />)+:N�= <br />POlt:- <br />SLS.- <br />-10" CONCRETE <br />O. SLOPE_ -- <br />IF JN'REE <br />'-POINT OF SLOPE <br />HINGE POITJT -1 <br />PAVEMENT <br />S'LE{ .Ot, <br />SELEC <br />PAVEMENT <br />°ELECTION <br />-HINGE Fn. :NT <br />CUT OR FILL SLOPES <br />I -76 MAINLINE (FUTURE) <br />STA 407 +89.25 7O STA 409 +00 <br />I�% 4 <br />Permit Number Aq- 78 0_t; - <br />Class'. OPermit <br />Sect,oWE.h,b,t <br />-------------------------------------- <br />Class $Revlsiop, --------------- % <br />Class: 0 Report O Hydro OGeneral [J <br />Doc TYPe. <br />Ogppl,ca on (Coal only) eontl t7 Enforcement ❑Inspection <br />DIVISION OF HIGHWAYS <br />M" <br />SLOPE <br />Sv ue <br />14r . re <br />G' OF LESS <br />E <br />1 D[WIne NwgWr <br />e( Or W.Inpf <br />JPF <br />I -76 MAINLINE (FUTURE) <br />STA 407 +89.25 7O STA 409 +00 <br />I�% 4 <br />Permit Number Aq- 78 0_t; - <br />Class'. OPermit <br />Sect,oWE.h,b,t <br />-------------------------------------- <br />Class $Revlsiop, --------------- % <br />Class: 0 Report O Hydro OGeneral [J <br />Doc TYPe. <br />Ogppl,ca on (Coal only) eontl t7 Enforcement ❑Inspection <br />DIVISION OF HIGHWAYS <br />I76 / I25 INTERCHANGE <br />I76 <br />TYPICAL SECTIONS <br />spner A PAVELYA <br />Sv ue <br />14r . re <br />Y GRINT <br />1 D[WIne NwgWr <br />e( Or W.Inpf <br />,�5'to -ro TYPICAL SEC I IONS <br />