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f <br />6 <br />.' " -- .. - .• a .tom.- .. <br />... <br />_: _ .. r', -, -w '. -. as . ..- _ .. T r � - .. -. _ _, A _..- :- _ .. • .r <br />7. <br />_ '. _ f .bpi• f:r. ` \. �. <br />.- • - ' -: - .. ... -. .. - '• .. _ _ 1. ,v` _ _ - <br />J <br />_ <br />• <br />t- <br />_ <br />A <br />TYPICAL ROAD SECTIONS <br />GENERAL NOTES - - ... - I <br />- $tIflOClq . �tf .rI / i I K 1- ALL �LINECA,� GRACED SEST EO BBCTy� <br />--�' ! // v•� CONTRACTING CFFICEP US14G THE `ITCH <br />rj H~ -� SECTION 0'. PLANS '+• a, _nJEP_0 8r <br />- P. Y - '' •� / i� THE CONTRACTING OFFICER <br />,M�:: ".0 r, . >,,s.,,,,. DATA <br />_ muasFTORLm — - �r -�_�_? �� <br />`it 6' Gomel Sub Boss <br />•Rls oKe s FT. Y - . • �. ' ' .. 2- A00 WIDENING FOR CURVES W' �O <br />- � 'TYPICAL CULVERT A <br />TYPICAL R 0 SE.TION., I R <br />QA '" MDSE <br />THE CUT SLOPE TO BE - - - - <br />I�T� USA' WILL °_E ')ETFFZ "14E0 3• FIB OVER' 6 4PPLICABLE SIDE WHEN IN ' <br />aY FIELD caNO IONS :.Nr FOR THE PROPOSED ` �} <br />THE CRO'NN SLOPE SHALL VaPY - X S.AALL BE 'Choi R"TEO <br />_ - - aETWEEN 04 FOOT /COOT TO OB AS STAMED <br />. FOOT/FOOT D'CPEA {{.N6 J4 rrt" - "01 <br />_ CONO!TIC..S' AND S-IAI -L 3E 4 O EACn. APR.aCABE£_ °.10F +�MENr IN <br />6CNSTRUCTED AS STAKE3 ; TYPICAL ROAD C^,�:'': =CTIGh a L OVER z <br />_ ROAD TO BE S:3-NED -POR A :4 -20 �•• SPECIFtCkT1CN5 TO BE USED •. �": CCk.. - _ _ N y `. i \ 1 1 . <br />"L.OADwG TO C;i%FORM WITH P.WCST SERVICE ROADS .. - - - STRLCT'CA OF -4-S_ •oO,.EC ARE S'IF ROADS <br />"F ECiF'CATI �Na .CR �.�ST�u . 'N ?F KOADS . <br />-50' 01 AS ?TAKFO <br />_. <br />' BRIDGES ON FEDERAL a - WA.Y PRC JECTS <br />_ _ -------- �- rMF NFP 69 Nil <br />DELTA COUNTY (ORCHARD A RD VA_ LLEY MINE jOAD) COLORADO <br />TD MEET THE REDwk�.AfrTS 'J= HtS PPOJECT Y <br />00, - - - TURNOUTS SHALL BE r+:YSTRUCTED AT "'E • OCAT.; \S CEStGNATEC UPEWILeATEO BY THE CONTRACTING OPFI„ER IN ^CCORDAN'E WITH SC <br />ETION IOZ.' <br />TURNOUTS *ILL BE .NTE::'S!aLE ANC STALL BE PROnOED 0?4 ALL <br />BLIND CURVES At:O AT tvTERVALS h0T -o Ex =EEC IC iC FccT CN wowAL CROW" u �I r- — _ - .. -. - •. - -- - " - . <br />OTHER SECTION'S CF- *HE ROAD ov nwaErT _ __ _ - Y <br />—�-- �. PRC=7LE —}-,LE - _ ` C IJ L Y�S R T S II N M A R 1 <br />DESIGN <br />"'DEL <br />AS BUILT <br />RAOda <br />CLLV6.�fl� <br />N, -,.,,T I <br />j <br />1000 <br />03 <br />1 150 <br />Size <br />Gage <br />Skew <br />NaTber <br />50O <br />oG <br />5O <br />1 150 <br />45C <br />07 <br />400 <br />GB <br />5C <br />300 <br />OB <br />:50 <br />200 <br />08 <br />I =o <br />t5O <br />I OB <br />1s0 <br />—; <br />loc <br />os <br />Iso <br />DESIGN <br />AS BUILT <br />STEEL. 2-2/3" x 7/16- <br />- INSTALLATION <br />DETAIL <br />SPECIAL <br />SECTIONS <br />Station. <br />Length <br />Station Length <br />Size <br />Gage <br />Skew <br />NaTber <br />End <br />Section <br />450 <br />Elbow <br />WN 2[r <br />60 <br />18" <br />Parallel 90 to <br />County Road <br />z <br />S;+ 20" <br />60 <br />18" <br />100 <br />z <br />x <br />5Gr <br />.'- -.:. <br />- 18" <br />100 <br />x <br />x <br />Ib'i« .' <br />50 <br />will require over ex. <br />and length <br />18° <br />80 <br />z <br />x <br />1V?+ -73- <br />65 <br />Natural draw <br />24" <br />76 <br />x <br />24.+►46-, <br />90 <br />Natural draw <br />18" <br />80 _ <br />x <br />x-+-26 <br />200 <br />Natural draw <br />2V <br />100 <br />z <br />�s <br />28� -'60 <br />70 <br />Natural draw <br />24" <br />75 <br />z <br />x <br />34 + 52' <br />J 70 <br />,: <br />1B" <br />100 <br />z <br />x <br />