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' zzi 1 F- :A FEDERAL PROJECT No. EARL SHEET SHEETS L.V. No STATE E°ER PR yE _'- -- CALIF 7 5-907 CQ "phase 2" 10 LIO, Roadway cut before _.— ° = �° ".. R' rEE_"'°" SNEE. I `°T,._ J EXCAVATION BACKFILL EXCAVATION BACKFILL Bridge Construction Sub rade X SJ 907_ ) —LO-1 10 Subgrade � Original Ground III,New Embankment Approval Recommended Original Ground f -- J Ong. Ground Pipe Pipe 1 \ Assistant State Highway Engineer–Bridges Ditch at Flow Line Channel " - Excavation p Subgrade ` `1 I -4 1 III--+IIF- Embankment in place beforeELEVATIONS an a igNiway gineer-Operations PIPE HEADWALLS structure excavation is made Approved AUQust 17 1953 PIPE IN TRENCH I a e HignWaf ngmeer Civil weer License 2084 Slope or / D I \ D / Subgrade Subgrade \ To Accompany Plans Doted�/1//�e_-27,19SS \Roadwa Em Cine t \ \`, l \ \ I'r\ Orig. Ground - ------ I -- - or Cut Slope a �1 III See Notes D A C ;I A D n I New Embankmen \ \ \ Orig. Ground a-° Ong. Ground II \ or Subgradeor Subgrade X B li jll II u PIPE IN NEW EMBANKMENT top of pipe ..a•o,,tl ., .;.. I _I 1_ ------ -`------ Height of Top of Embankment Before Excavating For Pipe — Shall Be As Follows:- For pipe 24" or less dia: 6aabov For C.M.P. over 24"to 90"dia:30'above bottom of pipe B PLAN For C.M.P. over 90'dla� 1/3 point of dia. above bottom of pipe RETAINING WALLS I \, For R.C.P. over 24dia: 30 above bottom of pipe I I I BACKFILL For field assembled plate culvert: 1/3 point of dia. above.bottom Toe of Embankment EXCAVATION 4ARdwy e Slope of pipe Structure Backfill 6"Above Top of Pipe I I Subgrad I I ' Culvert Rdwy Emb. I I �• Ground surface at time PIPES RODS 81 DEADMEN I excavation is madeExcept Underdrains a Downdrains I B � EXCAVATION BACKFILL P EXCAVATION BACKFILL Roadway Excavation Ori .Ground °S o: ' ongGroa und Subgrade Orig. Groun .Original Ground PLAN OF WING WALL — Da. y vr SECTION B_ SECTION A—A ° EXCAVATION RoadwayBACKFILL ' Embonkment ® Rdwy. Emb. Side Slope CULVERT IN TRENCH Orig. Ground e' FInw I or Subgrade ° e< Ground surface at time structure Subgrade ;. excavation is made A ° �-I I' I--- 1' I- -�-I I'I-�--4 I'I•.-- D.° nOrig Ground �,a Subgrade SECTION A—A � Top of Bo Roa y o� toadway EmbankmeFlt " mbankmOn o ° '° Rdwy. Excavation •e 7.. Roadway Orig. Ground Embankment ,. Subgrade Culvert,, ;� Subgrade DFIg. Ground d,., 0 4 °. i w '.e : o.a'�' ba n'..;:. L •Sa .:$£�5.., d _ Roadway Excavation ' I -1 I � I I•r— CULVERT IN EMBANKMENT I SECTION D—D . e,,.r,;:�. SECTION C—C Orig. Ground Ditch Excavation Flaw Line BRIDGE ABUTMENTS & ADJOINING WING WALLS -Paving Notch g SECTION B—B LEGEND Subgrade �� Roadway Embankment WING WALLS rOriground � o; � Structure Excavation T • I' � I' f� I' Structure Backfill GRADE TOP CULVERT Ditch 81 Channel Excavation BOX CULVERTS EXCAVATION BACKFILL EXCAVATION BACKFILL ® Roadway Embankment Roadway Excavation .r F Embankment or Note : Subgrade shall be lowest subgrade as A Original Ground ° ° defined in the Standard Specifications Embankment or °'° ''' Embankmen or Original Ground ° Embankment or , 1 g Original Ground Original Ground STATE OF CALIFORNIA _ 4" :> � DEPARTMENT OF PUBLIC WORKS Orig. Ground Const. Joint a ;: DIVISION OF HIGHWAYS Channel or Ori Gr. Channel or Ori •Gr, x I' g ,\ ,\ ,\ Const. Joint Ditch 81 Channel Ditch & Channel =e ExcavationExcavation :I o�.a Top limit of structure excavation and backfill is original Top limit of structure excavation and backfill is original STRUCTURE EXCAVATION AND ground if channel is not excavated ground if channel is not excavated � SLOPE PAVING STRUCTURE BACKFILL MONOLITHIC CONCRETE SLOPE PAVING, RIPRAP CONCRETES 0 _. , ,^: r SCALE: BRIDGE: FILE: DRAWING: a Revised: 5-19-55 Revised: 10-1-54 Revised 2-19-54 A 62 Key on Retaining Walls Title a Coping