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- -- - - --- - -- -�' •►w STATE nKwA► �. <br /> - -- 01 V MO •tAM N �"F1�*1 <br /> CALIF. <br /> BACKFIL"L . " ' /I�hy // <br /> BACKFILL EXCAVATION "' To occompo4 p/ons doled <br /> BACKFILL EXCAVATIONGrading Plane Roadway cut before <br /> EXCAVATION � - ISTRICT COUNTY ROUTE SECTION '"_" r.�•� <br /> New Embankment -- .. ,,� �--�• • Bridge Construction Grading <br /> ' Original Ground � o �P12!3 WAWAITIA <br /> X S. J 90 <br /> Origlnol Ground or Original Ground <br /> For ; Grading Pipe Flow Line _ Pipe ' , Approval Recommended <br /> Grading - - Plane Roadway or Ditch - Original Ground <br /> i Plane -- / _ <br /> Excavation <br /> 0- I'(f _ _ - - sisaro te.Hwghwoy Engineer - � qes <br /> �1 Grading - ' <br /> Plane �� , <br /> PIPE HEADWALLS Embankment in lace before `'''` <br /> p ELEVATION Asslstomt State Hignwoy Engineer - �� �otinsa <br /> When concrete is being paid for as Class A Concrete(Minor Structure) structure excavation is mode <br /> • • PIPE CULVERT IN TRENCH the costof Excavation and 8ockfill is included in the price paid forClass A <br /> Slope Or Approved <br /> Concrete(Minor Structure.) Grading Plane <br /> Gradin Plane <br /> CULVERT IN TRENCH - Roadway - _ - ` I gym, D D Stot Highway Engineer <br /> Embankment ,� `� � Original Structure ti� �_41 <br /> r nal Ci I Engineer License No, 541 <br /> Grading Plane G ou Excavation --- +� , ' Gres P�a�e <br /> 1 - - \ Original ,. .• ,� e"�I <br /> To of Box Roadway New 1 i, ► ,I , <br /> Top y 'Embankment �nouiid" i <br /> o N Embankment ^ \��O Original Ground or .� C C A ;; 11 A D i i D Finished Finished asgirtetl <br /> . • \�\\ <br /> ZV See Notes �, Grading Grading Plane 1 11 ' Slope — Slope Cd <br /> • Plane <br /> T-- <br /> PIPE CULVERT IN NEW EMBANKMEN ` T. ' ' = f ` '' " �# ' F <br /> • . • .: . :. <br /> �'g'no1 ° Height of Top of Embankment Before Excavating for Pipe <br /> B J 1 I' 11 1 I rT- - -�_ <br /> 1'� —I I'� "� l'� � 1'I� Shall Be As Follows --i I'r- ­I 1'F•- --+I I-- --- - - - __ - <br /> CULVERT IN EMBANKMENT For pipe 24"alio or less:6 obove top of pipe,or 30 max. RETAINING WALLS r �`�� _?_j J E+j SECTION E-E s4x <br /> For C.M.P over 24"to 90"dio.: 30"above bottom of pipe <br /> For C.M Pover 90 dia : '/3 int of dla above bottom of pipe. Note: If no roadway excavation is involved of the wall B PLAN EXCAVATION BACKFILL <br /> r 4"dia.: 30Pabove bottom of pipe. a �r�ding <br /> Paving Notch Grin For R C.P over 2 Structure excavation will be measured from _ _ _ home <br /> 9 For field assembled plate culvert: 1/3 point of dlo.above bottom the original ground <br /> . Plane of pipe Structure Backfill 6"above top of pope Toe of Embankment <br /> • <br /> Roadway For payment quantities excavotion and backfill concrete pope T= min <br /> • Ground Surface at time ". <br /> Embankment wall thickness as shown in A.A.S.H.O. M170 for ClossZ Pipe. <br /> Woll A <br /> I CULVERT i EXCAVATION BACKFILL structure excavation `��Rdlvy.Emb <br /> �. Original Ground ,• For C M.P T= O-OO EXG 0 <br /> l B -•�I'� is made. <br /> R°°dw°y '' Original Ground -�I SECTION F-F Finished <br /> PIPE CULVERTS,RODS a DEADMEN Q• <br /> Excavation .;. Slope <br /> GRADE TOP CULVERT Except Underdroins 810verside Droins <br /> Grading • <br /> T CULVERT B Plane or <br /> BOX CULVER S Q' Original Ground original Ground <br /> B Original Ground <br /> Steepened Norrtol P PLAN OF WING WALL SECTION A-A SECTION 13-13 <br /> Slope Slope <br /> P \ EXCAVATION Roadway BACKFILL <br /> - Embankment <br /> P. <br /> Toe of Cut of <br /> Finished Grade - - <br /> R Emb_ <br /> PLAN Original Ground .. Flow Line <br /> 8 •:• Grading Grading Side Slope �'Y- <br /> NOTE ' Slopes and dimensions Plane <br /> may vary to fit field PLAN OF WARPED WINGWAL L Plane 5'-O" or Grading <br /> . conditions -! I'r- '1 I 'h' ., I ' " �. I' .• :, .. Plane . <br /> SECTION A -A min' 2 min.* Finished <br /> below Slope E caval on 4r Ground <br /> EXCAVATION 13ACKFILL �1'�.. EXCAVATION BACKFILL <br /> irder <br /> • Roadway ,\ \ :.:�,•-r <br /> II i Structure Ong roll Embankment `-11'f•- Iii I' i• I' r'- <br /> G <br /> Il Excovation Grading <br /> i l SECTION A-A Structure ,. 77 Grading Plane <br /> !I n9 BockfilI Culvert Culvert tea, shown <br /> Plane Flow Line ABUTMENT IN EMBANKMENT <br /> Grading �� ,�, ,.•,:.:. ':: : on details (Plan view not shown) 1 i� � 11 --I I' ;I <br /> Plane - ' Roodwoy or Ditch _ <br /> ,+ ,J. Culvert Original Original Ground SECTION D - D y <br /> I Culvert " I' r' Exobvatoon I ` , <br /> _ Ground '1 1- Flow <br /> -I,' Linel� SECTION B-B <br /> Ground Surface at time J. <br /> y <br /> - _ structure excavation <br /> Roadway <br /> SECTION <br /> ' - WING WALLS Embankment <br /> is mode• =: <br /> RECESSES AT CULVERT INLETS Structure Roodway or Ditch Structure - <br /> Excavation Excovation Backfill • <br /> '•: Original Ground NOTES I. If no roadway excavation or embankment is irrrol�ed at lar' <br /> * When concrete is being paid for as Class A Concrete(Mirw Structure) Grading Plane Structure excavation will be measured from the ori 9inei <br /> the costof Excovation and Backfill is included in the price paid for Class A SEGTI ON B- B <br /> ground. <br /> Concrete(Minor Structure.) Exac�ofiyon 2. Quantities of pervious backfill material - - <br /> WARPED WING WALLS IF which are specified elsewhere and ore within ttulirnits of <br /> � I�� '� I�� SECTION C-C � I �� � I 1 <br /> ROADWAY PRISM payment for structure backfill will not be included in the <br /> Ditch Embankment Roadwayquantity of structure backfill to be paid for. <br /> Excavation -•1 � RoadwayExcavation ABUTMENT IN ORIGINAL GROUND q y <br /> Excavation Regardless of BRIDGE PIERS, ABUTMENTS & ADJOINING WING WALLS <br /> TOP of shape of gutter <br /> Cut Ditch EXCAVATION BACKFILL EXCAVATION BACKFILL <br /> Embankment or Embankment or Embankment or Embankmelit (r <br /> All Ditch Excavation -� �•- 5'min g �. Or al Ground Construction Joint no �` g <br /> Original Ground .: Original Ground <br /> Original Ground i I Ground <br /> Bench ,• t_ <br /> Gutter Gutter Grading Construction Joint I <br /> PAVED DITCH Plane Median ' • ' • Roadway or Ditch Ditch or Roadway or Ditch <br /> . . .. :. :, Ditch or <br /> Gutter Excavation Original Ground Excavation Original Ground <br /> Contiguous --I l'I- —I <br /> �° Gutter . 10 - 101554 <br /> 5 Top limit of structure excavation and backfill is original Top limit of structure excavation and backfill is, original <br /> Ditch Excavation ground if ditch is not excavated. ground if ditch is rzot excavated. , <br /> ..;. <br /> MONOLITHIC CONCRETE SLOPE PROTECTION CONCRETE SLOPE PROTECTION - <br /> S. . Dutch STATE OF CALIFORNIA <br /> Payment for - AS BUILT <br /> excavation included in the Grading Plane � -+ F- Less than 12' LEGEND DEPARTMENT OF PUBLIC WORKS <br /> price paid for Roadway Excavation. DIKE AND GUTTER <br /> � Roadway Excavation �- CORRECTIONS BY DIVISION OF HIGHWAYS <br /> nt f excavation and Structure Excavation Roadway Excavation <br /> SLOPE ROUNDING Payee or <br /> backfill included in the price NO CHANGES O R. / LIMITS OF PAYMENT FOR <br /> for Dikes. Structure Backfill Roadway Embankment A E d-25. - AIE2�5 <br /> 12 or more -� �- TION AND BACKFILL <br /> Ditch Excavation Original Ground <br /> DITCH EXCAVATION N <br /> ROADWAY EXCAVATION <br />