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P"° 51 ATE FEDERAL PROJECT NO. ��SCAL SHEET TOTAL DIV Nc YEAR No. SHEETS ZMEZUEEMOM CAL -IF. Roadwaycut before £HEET TOTAL EXCAVATION BACKFILL [D�l COUNTY R UTE SCCTION No. II 6HL C-5 EXCAVATION BACKFILL Bridge Construction s f �- c 26 l.��` ' - - -- '- . 1 1 f ! Subgrade j - - - _ - - - Subgrade Original Ground New Embankment t_a /.,�A.Y Original Ground v�,�v,hv - ,�t,'� ;_ -- Approval Recommended d � Apr I Rec Pipe ------ i-1r\�I,\vmvn,�.��; Pipe J Ong. Ground Ditch 8t Channel `Flow Line '` - / / r - - - -- - - Assistant State Highway Ehgineer -Bridges Excavation l I lI Subgrade i-�- Embankment in lace before `�, p '-As I on to Hlgiiway gineer=Operations -1 T• 1'I -1� T 1� PIPE ELEVATION HEADWALLS structure excavation is made Approved--__Agust 17 PIPE IN TRENCH ,. —r-''�-�i yEn - — �_ aTe I hwa - Slope or g y 1OCivi1 sneer License 2084 Subgrade / D � Subgrade - - , i g \ @ � �\ To Accompany Plans Dated _V U�y 14, 1,956 R�oadmva �Emba�kmlit �\ , Original- - , - ,S Roadway Ground '�> -' I I� ;' Excavation See Notes ., \_ --- : C i I i i C A i i) A D i i I D New Embankmen. o, I I I it I I i \. LL Ong. Ground I 4 14 Subgrudy +4 ar Subgrade a i i i j jl I I X T �ElevatJ n ; A: l� o I I 1 PIPE IN NEW EMBANKMENT T �-- Dom-- Height of Toll of Embankment Before Excavating For Pipe �� - - _ __-- _ _-- - ---_._ - I1�= ___ _ - Shall Be As Follows:- u �a or pipe 24 or less dia„6 abovs top of pipe For C.M P. over 24 to 90 dia.:30 above bottom of pipe B PLAN For C.M P. over 90''diat 1/3 point of dia. above bottom of pipe RETAINING WALLS I L_' For R. C P. over 24 dia : 30 above bottom of pipe For fiele' assembled plate culvert: 1/3 point of dill above.bottom of pipe. Note: If no roadway excavation is involved at the wall Structure Bal:kfill 6" Above Top of Pipe Structure excavation will be measured from Toe of Embankment EXCAVATION BACKFILL For payment quantities excavation and backfiil concrete pipe T=minimum Side Slope wall thic kness as shown in section 45- 1954 Standard Specifications. the original ground. or Subgrade For C.M.P T=0.00 ��PE:� �� ® i CULVERT i : D Ground surface at time •°�_ excavation is made ___ Rdwy. Emb. , 1 B l EXCAVATION BACKFILL • . •'�_ Except Underdrains a Downdrains EXCAVATION BACKFILL �1 - - Roadway Excavation �Ori .Ground a" _ v Original Ground �,�r// Subgrade -- / �'vr.��r.��T�.� /� i _ - --- - / - C Orig. Ground ' . Orig. Group - - - g j PLAN O F WING WALL SECTION A —A SECTION B B jEXCAVATION Roadway BACKFILL Embankment \ Rdwy. Emb. I , 1 'D •a CULVERT IN `TRENCH Orig. Ground �, Flow Line Ground surface at time structure : Side Shope , „ n Subgrade _ � or Subgrade I' =' 1 1- I / excavation is made d • ' Subgrade -� SECTION A®A o A a _ Top of�Bo \ �Roadway� Orig Ground _ \�\ mbankment�\ \\ Roadway Embankme 0 - \ Roadway \ Orig. Ground Rdwy. Excavation Q Embankment 0 g Culvert \ �� \�r,�Unvi��/ W �!� ' f-Subgrade 4 Subgrade 0 4 - ' _.. _ ..._ Orig. Ground _ '•a'• : �-- ;4• ..'A �. �. o�.•.o •4.0 .p, _ 'a y ."v` .e- -..1 4}f,` -L - —7 i �D Roadway Excavation °:p Subgrade P p' Elevation CULVERT IN EMBANKMENT I `Orig. Ground Ditch a Channel �°°t:< Flog Line SECTION C—C SECTION D—D I Excavation � I Paving Notch RIDGE ABUTMENTS ADJOINING WING WALLS Subgrade SECTION B�-B Note: If no roadway excavation is involved at the bridge -Roadway Embankment Structure excavation will be measured from the LEGEND �� WING WALLS original ground. (Orig. Ground 4D- _ _,•.::4',= Structure Excavation Structure Backfill GRADE TOP CULVERT , Ditch & Channel Excavation • ��X Cl1L.�/ i5 EXCAVATION BACKFILL EXCAVATION BACKFILL Roadway Embankment IAVINVINVA%N, RoadiNay Excavation A") BUILT r 1� Embankment or Original Ground 9 a o _ Note Subgrade shall be lowest subgrade as; Embankment or ' r Original Ground .- `, ' Embankment or o Embankment or defined in the Standard Specifications .'° Original Ground Original Ground ;i Orig. Ground er ' o' p' , °' = DEPARTMENT STATE OOFCPUBLIC NIWORKS Const. Joint ` DIVISION OF HIGHWAYS Channel or Orig. Gr.? Channel or ®rig. Gr• D.�' _—__�__�. nvw,w1,\V1.wr„'�,w Const. Joint _.._ _.-.. _ __ Ditch 81 Channel Ditch 8t Channel - - _ Excavation ' �� ° ; - o`.c Excavation ....� n - BRIDGE NO. Top limit of structure excavation and bockfill is original Top limit of structure excavation and backfill is original � STRUCTURE EXCAVATION AND ground if channel is not excavatedground if channel is pat excavated MONOLITHIC CONCRETE SLOPE PAVING CONCRETE SLOP PAVING STRUCTURE - a ;aSCALE: 9R1DGE: FILE' QRAt+VING: DAR Revised 7 - 158 _ r s - Revised I -e3-58 e Revised 2-19-54 Revised: 5-19-55 Revised: 10-1-54 Pipe Pay Quanfifles Refain. Walls $r.Abut. 4 Aoljolning Wing Walls Key on Retaining Walls Title Coping 62 STATE NO. 20C-022