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, <br />Profile 6 ” L; <br />.orofi'/e /6' Pt. <br />,cost (Typ,) <br />'c' C-rlp.) <br />�,�t� ,41,-e, z � 2/7 ­,>- 5-77 <br />} <br />'j <br />Design Q50 Q/oo <br />/eY 60.8 LClev 613 <br />EL EVA TION <br />15G2/e= %„- / ,-- Dr <br />.5 bars <br />(-*) ;O�� c� (�P/Z" <br />Fir�isheo' Graae <br />1pefer Ao S P <br />4' <br />12 <br />Tot 3 per d _ `_ <br />f: v _ o <br />Pos <br />S bars �J tot - 2 <br />"Chamfer• � � proviq'e -#-¢ tr c96,, for /=6„ <br />eoch sic% o f /?0// Post <br />PARAPET ioVA LL DE 7A' IL <br />Zo <br />AS Bt1!LT <br />ra04M-sus <br />DATE--?/- ��8 <br />No Sca/e <br />�co/vsT- <br />R1W <br />leo ' <br />*z , <br />C'. SD 'flspha/f- owcrey`e <br />ROADWAY <br />T YP/ CA L sEC TION <br />/1/0 Scale <br />ESTIMATED QUANTITIES:_ <br />BRIDGE /TEMS <br />NOTES: <br />Z,917e �eraera/ p/�3r� , Sh,4. 3 <br />7Grl C c3/ l PO57- oz-� <br />der`ai11 <br />-*z . Dimension variable 7` -,:::m <br />¢ 8' on approach 7`0 sfr410f0re <br />Av accomodate Bridye Approach <br />Rai/iny• Pr*ovlo'e a ,2.5b VI'7,5i hen <br />from end of approach railii7y <br />-fo norma/ shoulder. <br />3. Au7b1na tic screed ar7d ser7sir/y <br />ccfra/s Wi// 1207` be re9vired ori <br />asaho/f P4ve/� e9��r��enf <br />¢. Footing aro' CU74 toff vW0//s <br />shall be p/aced "(WilhOVI 11 <br />forminy� <br />QUA N T/ TIES <br />Bridge �e�o�o/ <br />,C.S.' <br />�'frocfore ,E,rco�ofior� <br />9 C. <br />( � S�`ru ctur� C'or1erer� Box CUIVe/-,r) (C/ass 'A") <br />66 C. Y. �f) <br />,Bar Reinforeit�,y Steel <br />7/OOL.bs. �>`) <br />Meta/ Tube Bridge Rai/ireq (Type //.5) <br />7� L.F .- <br />Metc3/ Beam Guard Rc�i/ir�f9 <br />/�3/ LIF �- <br />Cable <br />Cab/e Anchor ,gsco'wh/y <br />4 Eck, <br />Sacked Contra to Slope frofection <br />loo CY <br />. ROgDWA TE M5 <br />C'/earire y � �i^ubbin� <br />G . S . <br />As�ohB /t Concrete Tyke �� <br />2/7 7o -n,5, <br />C7 -pe 6wv�/j fee/ PoSts� <br />130 . <br />Earthwork tlA/lisc, Areas <br />L, $. <br />�) -717c/odes Wi/79Wo/Is �Qe ' <br />j/'j, <br />(f) denotes f117011,0ay 9uai77`i fy Des%yrs <br />Gen P ra / NoteS . <br />DATE APPIROVAL RECOMMENDEDBY DATE' <br />-GENERA L PL A N <br />KENNEFICK ROA D <br />5-77 7 SCAL E.' AS NOTED 2.5'3 9 /3 <br />>> ; `r Structure# W <br />