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'p' S 1 ATE FEDERAL PROJECT No, <br />FISCAL SHEET TOTAL <br />DIV No YEAR No SHEETS <br />7 CA' IY 5- 907 (i) 5 1A <br />- '�WFiWw,AIL",2WF:rC:IGJ�GK96G3BfINt'RSTiA`/L'R:�.m��Yhx-e-reim. •eygoo�.r.• �'P.•- - _-_---.••.yairyas .-.. _ _ : .. • .... _ _ _ _- _ -. _ _ <br />Roadway cut before =T COJNTY 1ROJTE S=CTION SHEET TOT, L <br />(EXCAVATION BACKFILL EXCAVATION BACKFILL Bridge Construction _ _No H <br />I I <br />X SJ 9�7 � S 5• <br />II 'I SubKade - <br />Subgrode - ��7,\Yi 'A\/ \'<IA\\rr,\\ri\vr <br />r0riginal <br />Ground nd fNew Embankment <br />Approval RecommendedOriginal GrouOrig. Ground <br />Pie <br />\ Ditch a Channel `Flow Line _____ <br />6 I L _ _ Assistant State Highway Engineer —Bridges <br />p----' Subgrade <br />Excavation � - _ - - - <br />r <br />- I I Embankment in place before <br />ssl on to HlgTiway gineer—Operotions <br />PIP HEADWALLS ELEVATION 1953 <br />structure excavation is made <br />Approved AU uSt 17 <br />PIPE IN TRENCH <br />---ram' � --�� 5iote Highway Eagioeer - - — - <br />Slope or �. � � \ ' � � <br />Civ�l gineer License 2084 <br />Subgrade Subgrade !I ® i 1` D <br />To Accompany Plans Dated -VAX Z�r 49.0 <br />\Roadway \Ern nkm\it <br />7\\7 Orig. Ground <br />h <br />or Cut Slope <br />See Notes �— ;F C i 1; C A A D ID <br />New Em <br />bankmen a., i ! ! �I I I I I► <br />Orig, Ground Or,g. Ground III I <br />` '\ 1 7 /,� \ ,\ or Subgrade \ or Subgrade <br />X .\� � r . <br />PIPE IN NEW EMBANKMENT <br />Height of Top of Embankment Before Excavating For Pipe r--�_�---------------------- <br />Shall Be As Follows- <br />For pipe 24 or less dia„6 aboveD <br />top of pipe I ®-- PLAN I � For C.M.P, over 24 to 90 dia.:30 above bottom of pipe 1 <br />For C. M P. over 90"dia=1/3 point of dia. above bottom of pipe RETAINING WALLS <br />For R.C.P. over 24"dia*-30"above bottom of pipe <br />For field assembled plate culvert: 1/3 point of dia. above.bottom T`� �fCAVATION BACKFILL <br />of pipe Toe of Embankment E <br />Structure Backfill 6" Above Top of Pipe I l <br />� I <br />Culvert I <br />PIPES, RODS a DEADMEN I Ground surface at time <br />excavation is made <br />Except Underdr®iris Bc Downdrains � R I EXCAVATION BACKFILL ;- <br />Ori . Ground a <br />1 - Roadway Excavation ° d j <br />- EXCAVATION BACKFILL � <br />Original Ground LB / Subgrade —-\rr.\�r,\�r��•, \ ,\ <br />„ — - Orig. Grd` <br />Orig. Groun <br />Ground <br />\ PLAN O F WING WALL I <br />' �.- �-I I/�.. -�--� I' I' <br />SECTION A —A SECTION D B <br />°-• <br />o EXCAVATION Roadway BACKFILL <br />Embankment <br />nil �1, ,,; <br />CULVERT IN TRENCH Side Slope <br />j Orig. Ground Flow t_in�_ <br />or Subgrade <br />' 11 Dn <br />Ground Surface of time structure - Subgradelo <br />_ b. o_ <br />excavation is made e , � _ _A :•A ;o <br />Subgrade -� I I SECTION A®A I I 09 Q' A-Orig Ground <br />Top of�Bo\Road�wa`y� _�\ Roadway Embankme <br />menttnt i �04 -- <br />mbank\ <br />d^ `°° �- 6 e \ - - 9,• .D ,�-`p. :-p; Roadway p° Rdwy. Excavation <br />Embankment Orig. Ground Z,. <br />� °• -� Sub rade <br />:� _ \ g <br />°'ulv�rt Culvert \ �� ' �` r� U1ll1111 (-Su �j _, <br />Orig. Ground d' 'P '°`4, A ° b, . v . / v c1b =�� <br />• � I � Roadway Excavation ' <br />CULVERT IN EMBANKMENT <br />Orig. Ground Ditch BC Channel <br />;d-0=g. 6"Flaw pine SECTION C®C SECTION D—D <br />-�'r Excavation ­4 1, RIDGE ABUTMENTS a ADJOINING WING WALLS <br />Paving Note SECTION B®B <br />a, o Subgrade <br />° 0, LIGEND <br />Roadway Embankment <br />�Orig. Ground _ ' WING WALLS Structure Excavation <br />I' I' �- l 6 �-, I'�- Structure Bockfill <br />GRADE TOP CULVERT Ditch BI Channel Excavation <br />BOX CULVERTS EXCAVATION BACKFILL EXCAVATION BACKFILL Roadway Embankment <br />Roadway Excavation <br />�' IF Embankment or <br />Original Ground Note Subgrade shall be lowest subgrade as <br />Embankment or ` <br />° ,,, Embankment or.ed in Specifications <br />4_ - defined the Standard cNications <br />Original Ground -' Embankment or •�-• <br />' A-' <br />Ori GroundJoint <br />4" Original Ground <br />Cons#. Jo <br />g int <br />� G• r 1 <br />- Channel or Orig. Gr.; Channel or Orig. Gr.,� D ' <br />Ditch & Channel ' - Ditch & Channel <br />Excavation <br />n0=a' Excavation °' �; <br />Top limit of structure excavation and backfill is original Top limit of structure excavation and backfill is original <br />ground if channel is not excavated ground if channel is not excavated <br />MONOLITHIC CONCRETE SLOPE PAVING; RIPRAP CONCRETE SLOPE PAVING <br />1 1�,XM ��HtLT ISO. <br />- <br />/ 10 <br />Original Ground <br />Const. Joint <br />STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />Slops <br />iubgrade <br />wy. Emb. <br />Rdwy. Emb. <br />STRUCTURE AND <br />STRUCTURE ACC ILL <br />'SCALE. ]BRIDGE: FILE' DRAyIIltVG: DAR <br />Revised: 5-13-55 Revised:10-1-54 Revised 2-19-54 �� <br />Key on Retaining Walls Title Coping <br />STATE NO. 2C-028 <br />