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S-SU-906�¢� <br /> Original _ _ _ To accompany plans dated— <br /> Roadway <br /> oted Roadway cut before Ground <br /> � DISTRICT COUNTY ROUTE Miles-Total Pro <br /> Bridge Construction Gradin ct S�[[T 70T T` <br /> Grading EXCAVATION BACKFILL �a s✓ 90� 32 4L <br /> 731 or-- Plane <br /> 1�•- Approval Recommended <br /> X �lSlope or <br /> = Original GroundA <br /> _ SECTION F- F Grading Plane <br /> -' Assi State Highway Engineer- Bridges <br /> -� <br /> Prndin <br /> 9 Original °T <br /> Embankment in place before Plane Structure <br /> -: <br /> Ground �, Excavation <br /> structure excavation is made EXCAVATION BA KF April 16,1964 <br /> ELEVATION C ILL Approved <br /> Grading Original Ground or <br /> �° Grading Plane <br /> D p Original Grading Plane Plane ,: ":. <br /> � � g :; tate Highway Engineer <br /> Group ::s::: <br /> � Finished �°' Registered Civil Engineer No.5945 <br /> FinishedSlo Original <br /> I, Slope Ground <br /> I' I' I' I' <br /> C I C A ii Ii A D i i ID <br /> NOTE: If no roadway excavation is involved at the wall <br /> -i i i jII �� I I I .• ° structure excavation will be measured from <br /> I I II F I I I FI-- <br /> g the original ground. <br /> SECTION E-E <br /> - - - -, - - �--- - - -- - ------ - RETAINING WALLS <br /> XPLAN Side Slope <br /> _ or Grading <br /> Plane- <br /> Toe of Embankment Ground Surface at ! <br /> time structure <br /> 7- excavation is made <br /> Rdwy. <br /> EXCAVATION BACKFILL Emb. <br /> '= Finished , <br /> Original Ground Slope <br /> Grading : i <br /> Roadway Plane or Original ,,. Original <br /> GroundI I GroundOriginal GroundExcavati n 141 I, <br /> l SECTION B-B <br /> SECTION A-A I SB U I L <br /> fCORREC i IIOIIS BY <br /> j <br /> Side Slope or NO C�� �GLS <br /> � <br /> 66 <br /> X Grading Grading <br /> Grading Plane Rdwy. Emb. I LATE -Zo- <br /> Plane 5'-0" Plane <br /> Roadway <br /> ( A <br /> Excavation '' COP <br /> min. 2'min.-* Finished Original <br /> below Slope Ground <br /> Irder <br /> I'�- �•I I' I•- --I Grading <br /> Plane <br /> Grading <br /> Plane <br /> -oras shown ABUTMENT IN EMBANKMENT - 41 'x.. �11'l•- -�I I' L- <br /> on details ( Plan view not shown ) I <br /> SECTION D-D <br /> i <br /> Grading <br /> Plane NOTES: I . If no roadway excavation or embankment is involved at <br /> Ground Surface at <br /> time structure bridge, structure excavation will be measured from the <br /> � Roadway <br /> �'°� <br /> excavation is made y original ground. ' <br /> a: Embankment � <br /> 2. Quantities of pervious backfill material which are <br /> XOriginal Ground Grading Plane specified elsewhere and are within the limits of <br /> payment for structure backfill will not be included <br /> Roadway =; in the quantity of structure backfill to be paid for. <br /> -� � Excavation � 1 .� -� I, � . <br /> I' I' LEGEND <br /> SECTION C -C <br /> ABUTMENT IN ORIGINAL GROUND Structure Excavation Roadway Excavation <br /> Structure Backfill Roadway Embankment <br /> BRIDGE PIERS, ABUTMENTS 8& ADJOINING WING WALLS original Ground _ <br /> 10 101 ,,� 7 4 <br /> STATE OF CALIFORNIA <br /> I <br /> HIGHWAY TRANSPORTATION AGENCY <br /> DEPARTMENT OF PUBLIC WORKS <br /> DIVISION OF HIGHWAYS <br /> x <br /> LIMITS OF PAYMENT FOR <br /> EXCAVATION AND BACKFILL <br /> BRIDGES A62—A c wM <br />