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FISCA <br /> _/ S /1 f ►A STATE FEDERAL PROJECT No. YEAR Small TOTAL <br /> Div No YEAR No. fN[[Tf <br /> CALIF. <br /> EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL Tooccomponyp/ons doled Amyl 1960 <br /> Grading Plane Roadway cut before f.... °„• <br /> Original Ground Original Ground New Embankment Bridge Construction Grading DISTRICT COUNTY ROUTE SECTION <br /> Original GroundPlone ✓r- 3 �� 2 2 <br /> Pipe Flow Line Pipe Approval Recommended <br /> Roadway or Ditch Original Ground <br /> Excavation <br /> GradingAss' nt tote H way Engineer- Bridges <br /> —I1'r- T -11 -� t' - T--1't` PIPE HEADWALLS Plane <br /> Embankment in place before <br /> ELEVATION A rstant State Highway Engineer - Operations <br /> ° When concrete is being paid for as Class A Concrete(Minor Structure) structure excavator s made <br /> PIPE CULVERT IN TRENCH the costof Excavation and Backfill is included in the rice id for Class A <br /> p Slope or oved <br /> Goncrete(Minor Structure.) Grading Plane <br /> CULVERT IN TRENCH Roadway _ Grading Plane \ <br /> Embankment _ � �� D D Stot Highway Engineer <br /> _Grading Plane 1 I �\ \ Original i Roadway Ci I Engineer License No. 5945 <br /> Top <br /> Embankment Ground Excavation <br /> � � - - - - - - - - - - - -- - - - - - <br /> To of Box Roadway New _, � t. <br /> > ° Embankment \ <br /> i See Notes g Original Ground or C A i; ii A D i i D <br /> \ Gradin C <br /> __ Plane Grading Plane <br /> Original Ground T PIPE CULVERT IN NEW EMBANKMENT T I <br /> I h II <br /> -� I'�- --•� I'� � I ' � I i� Height of Top of Embankment Before Excavating for Pipe � • :.. .: . . ° B , <br /> Shall Be As Follows �i 1'j- - - <br /> CULVERT IN EMBANKMENT - - - - - - - - - -- - --For pipe 24"dial or less:6°above top of pipe,or 30"max. , r-� _ _ � � <br /> For C.M.Pover 24"to 90"d'a.� 30"above bottom of pipe RETAINING WALLS \� J <br /> For G.M P over 90"d'a.: 1/3 point of dia. above bottom of pipe. � B PLAN I Side Slope <br /> P Note: If no roadway excavation is involved at the wall I EXCAVATION BACKFILL or Gradin <br /> Paving Notch For R.C.P over 24 dia.� 30 above bottom of pipe. I \ 9 <br /> Grading For field assembled plate culvert: 1/3 point of dia.obove bottom Structure excavation will be measured from 1 1 Plane <br /> Plane <br /> En Plane <br /> of pipe Structure Backfill 6"above top of pipe. the original ground j <br /> Roadway For payment quantities excavation and backfill concrete pipe T= min. Toe of Embankment <br /> Embankment wall thickness as shown in A.A.S.H.O. M 170 for ClossM Pipe,Wall A <br /> ': Gtound Surface at time �^ <br /> Original Ground • _ For C.M.P T= 0.00 <br /> CULVERT 1 EXCAVATION BACKFILL ' structure excavation \Rdwy.Emb. <br /> y t'r -71 B is made. <br /> GRADE TOP CULVERT PIPE CULVERTS, RODS & DEADMEN P pK�aw . ar Original Ground Finished <br /> Slope <br /> Except Underdrains Br Overside Drains <br /> BOX CULVERTS B g <br /> CULVERT Gradin <br /> B Plane or Original Ground Original Ground <br /> Original Ground <br /> _ Steepened i Normal p \ � I'I— -� I'4•r "I 1'�- "{ 1'I-- �•{ 1 '� • --i I' I-- "'I I 'h� --•I I' I"` <br /> Slope Slope /�� PLAN OF WING WALL SECTION A-A SECTION B- 13+ <br /> p \ When bridge piers are in water course, quality and compaction requirements <br /> EXCAVATION Roadway BACKFILL for backfill will be waived and full compensationfor backfilling the excavation <br /> Toe of Cut at 15 _jj� Embankment�� <br /> = will be considered as included in the price paid for structure excavation <br /> Finished Grade . <br /> — <br /> PLAN - <br /> B Ori final Ground Flow L i r <br /> ""T�Z <br /> NOTE : Slopes and dimensions j g - Grading Grading Side Slope Rdwy. Emb. <br /> x cond�tionso fit field PLAN OF WARPED WINGWALL I 'r F: I F'fone 5,_O„ * Plane oPr�6e ding <br /> EXCAVATION BACKFILL SECTION A -A min. 2'min * Finished Roadway <br /> -- I'F EXCAVATION '! I BACKFILL below Slope Excavation Original Ground <br /> irder t <br /> - Original Roadway <br /> r 9 � <br /> Structure r <br /> uc <br /> ue <br /> �r , <br /> Embankment <br /> r Ground *I I' I+ ° I' f� <br /> Excavation � \ � <br /> GradingGrading SECTION A-A Structure <br /> Plane <br /> Plane Backfill Culvert <br /> Grading \ l� iulverr �ror as shown SECTION C-C <br /> , _ i i Flow Line <br /> Plane on details <br /> ' <br /> 1•= <br /> Culvert Ori anal l f ► cli; 1 dW y_on QitCh ABUTMENT IN EMBANKMENT �{ ( t� �� It I' I' I t I <br /> g .1 Culvert Origrnol Ground _ SECTION D - D <br /> 1 Ground Flow - I ' - Excovatioh I <br /> .,Ir ..,I � ...I ._ .,1 .... I Lined <br /> �_ . i, SECTION B - B <br /> SECTION ; X _ I Ground Surface at time <br /> WING WALLS structure excavation Roadway <br /> is mode. Embankment <br /> RECESSES AT CULVERT INLETS Structure Roadway or Ditch Structure <br /> s Bern <br /> Excavation Excavation Backfill <br /> When concrete <br /> q paid for as Class A Concrete(Minor Structure) Original Ground NOTE : If no roadway excavation is involved at bridge <br /> the custofExcavationond Dackfilllsinc,udedinthe price paid for Class A Grading Plane Structure excavation will be measured from <br /> SECTION E3 - E3 <br /> Roadway the original ground. 1 <br /> Concrete ( Minor Structure ) a <br /> WARPED WING WALLS Excavation <br /> Duch ROADWAY PRISM _ _ i I SECTION C-C <br /> Excavation --I - '� Roadway Embankment Roa-dwa- <br /> Excavation � ��Excav �' n ABUTMENT IN ORIGINAL GROUND <br /> To of Regal-a ess - BRIDGE PIERS , ABUTMENTS & ADJOINING WING WALLS <br /> Cut ITch shp.E �fqu,•r, <br /> EXCAVATION BACKFILL EXCAVATION BACKFILL <br /> Embankment or Embankment or <br /> 'm�n � Embankment or Embankment or <br /> 5 i � <br /> Original Ground , . Original Ground Original Ground �:.' `Original Ground <br /> Bench Original Ground Construction Joint ,• . <br /> Gutter Gutter <br /> Gracing <br /> Plane Medmn C � Construction Joint <br /> A Ditch =x avat on Getter RoadwayorDitch Ditch or Roadway or Ditch Ditch or <br /> �� ��� 9�u` ` • ' • � Excavation �I �F� Original Ground I �: . Excavation � I' �.�� � Original Ground �1��•” � l i � <br /> Gutter <br /> Top limit of structure excavation and backfill is original Top limit of structure excavation and backfill is original <br /> PAVED DITCH Ditch Excavation ground if ditch is not excavated. ground if ditch is not excavated. <br /> Ditch MONOLITHIC CONCRETE SLOPE PROTECTION CONCRETE SLOPE PROTECTION <br /> -1 F- Less than 12' <br /> ,r <br /> \-\N Roadway LEGEND STATE OF CALIFORNIA <br /> Excavation's DEPARTMENT OF PUBLIC WORKS <br /> Grading Plane ® Structure Excavation ® Roadway Excavation DIVISION OF HIGHWAYS <br /> DIKE AND GUTTER <br /> � Structure Backfill ® Roadway Embankment c <br /> Excavation and Backfill included in 12'or more ---1 IF EXCAVATION AND BACKFILL A 62-2 <br /> the price pard for Dikes ROADWAY EXCAVATION — DITCH EXCAVATION Ditch Excavation Original Ground <br /> T �•0"y� i IWSR_ <br /> 22 j- s9A <br />