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! ' ' <br /> -w+oatxavvxcr .newwa •mw'..tlaeu. - ' <br /> ;a X— SJ—FAS 543 (3) <br /> _ THORNTON ROAD <br /> FEDROAD STATE PROJECT NO. FISCAL SHEET TOTAL <br /> DIV NO. _ _ YEAR NO. SHEETS <br /> CALIFS-543 (3) 19700 <br /> COUNTY OF SAN JOAQUIN <br /> 3- X 32 ❑ /O.S' # 8 lot. 8 <br /> ` sfrG.c�.. ✓ T, ,�;.. y. <br /> CLASS "A" CONC . ( Structure ) <br /> �I COUNTY ROAD COMMISSIONER <br /> CIVIL ENGINEER LICENSE N0. 11988 <br /> ITEM QUANTITIES TOTAL <br /> Box Culvert InvertWingwoIIi <br /> Class 'A" Conc. (.1)' 378 C.Y. CF)36 cy. <F) 35 C.Y >4S C.Y <br /> Sfr. Exc.. <F> 738 C.Y. <br /> 3 turns at top SECTION E ` E <br /> - _ " i ----- --- --- S t r. B k f I. (1) 6 7 C.Y — / 140 C.Y 20 7 C.Y I <br /> az< --- <br /> } — -5 spiral With 5" pJch c <br /> Bar Reinf Steel X71 900 Lbs. 2,F 0 Lbs 12 <br /> Lbs 7,500 Lbs. q <br /> 118 tot 8 Metal 'Fube <br /> ✓' ti- Br. <br /> 5 <br /> I26 LC <br /> I26 L.F <br /> Commercial quantity PC.0 � -- - Denotes final pay quantities <br /> ( IIIII I <br /> -- <br /> No <br /> 4@ 18" <br /> b sack tYP ' <br /> % -It 1 Ti be @ <br /> 15 Ll <br /> SECTION D _u 6 Fillet • c ' 4r. _� r <br /> S4CN RAL NO74CS _ . <br /> y <br /> , i ;zPo/es ' II-� I i <br /> DES/6'/V AASND darer' /965 wil`h revisions orld <br /> 2 - 140'x 1 '-3" H.S. bolt or threaded rod, with as sopp/emewfed by Bric/9e P/aaairvq SECTION C- C SECTION B - E; <br /> I2 x IO x C1 -9`� R 'A cut washer lack washer 9 2 hex nuts (all galv. ) 4nd Design lwa4elal. — <br /> ✓ rail tube ` � C01VS7RUC7-10/V- Standard Spec111ca1`1oi7.s, of <br /> Ir- 111I;0waVs, dated January /969 ,ar7a' the r, <br /> Specie/ Prot✓is�©mss. *- S. h/. Cerner Bax CN/vsr� k/�i,gwa// is L r /8 <br /> 19 <br /> ; -° I ;; Place concrete /E !.G'AD/NG HS ,2V <br /> -- - D -, --1 D l/! <br /> after railing is UN/T >, rl?Z,SSES 000 psi <br /> erec ed Fc = 00z)s/ <br /> t <br /> Al - /0 <br /> ---�f - %Q x 3 x 3 R Reir�forcei,�er»` einbed�nenr` is /% deo c%r, 8 - 0 1�0 /D Q N 81 0 <br /> -- For reinforcing steel details ml�• / , erceaf as rioted. <br /> PLA N E ! EVATIt111J see "Section 0 - D E - E <br /> -- -- - END ANCHORAGE DETAIL - 2 - a *6 12" <br /> Q �,.4 � �insid¢ face � <br /> No scale <br /> T7 — —t- <br /> ---� -- -- -- t fi—�— ILape-0° � <br /> \ 04 along top of wail <br /> if -C\11 I <br /> \ 4@ 3b„ Inside face - <br /> -- <br /> \ Place '/2" Expansion �— -� ---+ <br /> 2„ l Joint Filler - ---- -- -- -FtO <br /> I <br /> \ Approach Guard 6 -3 Max. post .spacing � ar7 ” - - - - - rr <br /> ,- - -- - _ _ _---- � `. @ -!- —}- � ups <br /> Roiling ype 15 4' Drain I '�5 Sti U <br /> ' -_ II I 4 (012" 3 � l8"'Max. <br /> Length for payment - f -- 4 0 D✓aina@ 15'- ctrl at <br /> � <br /> � �— -- � � S Pt¢ilht of outsld¢ ground with cad 12 Inside face <br /> � �- ' - - <br /> tiIfTAL TG'BF BR/DGf R�aCts✓.�' TFP /S 2 c.f. of stone backin � <br /> �-I - I- # <br /> rZ�� vv�r. ✓rte w/ vP y✓/s I5/e '2 k¢y 1- 2' To t. 4 <br /> b <br /> PLAN - _— __; -- t- - -No scale -cv FR=9 1 �' L. _ <br /> ..- --.—._�— �— —� �- I� + - --- . <br /> IL ( <br /> Top spac¢va / <br /> 2 - �s I <br /> { CR �, 5,r I 3 -#5 x 6 O'" in heel <br /> 2- <br /> \ -4` - 4'- I0'r_ <br /> - - --- ; I----- W I N G WA LL. DETAIL <br /> Ar <br /> AS BUILT <br /> 1 SECTION A—A CORRECTIONS BY <br /> NO CHANGES B,Q/OG.e Nr /434 <br /> f IDATE <br /> REFERENCE: ` �C <br /> .OUNTY OF >A:: O ;,I'� <br /> `E� APIC I�{Q DEPARTMENT OF PUBLIC WORK <br /> EN D___ ACreek <br /> u �u yYigw '".; EndiJi. r4ge 6Pv- <br /> Mosher Creekrid9 <br /> e Triple <br /> Box Culvert Extension <br /> EE p <br /> R eFsLw., ._. . ...., <br /> f URAN:i: A> '.,15.11 _+4lf- <br /> R MuILn� <br /> ctpj E 1 11 <br /> - °'"Y" ws. wuw vn.•=s RE.V I1QIv$ 3/8x1 —O <br />