Laserfiche WebLink
X-SJ-FAS 908 <br /> GRANT LINE ROAD Q 13 <br /> FE D.ROASTATE PROJECT No FisCAL SHEET TOTAL <br /> YEAR NO, <br /> 25' 0 4 0 25' 11, 1 17 ICALIF1 90801 1 1 10 1 32 <br /> ee • s • e • e o <br /> e • • a e • e <br /> • e e s e _ • a . • e a e • e <br /> ^ ' . o e e e • . e e o e e • o . <br /> o e e p e e O e • e°e°• ,°p °,°°°. e • •••e ee••Q Im <br /> �y ry COUNTY OF SAN JOAQUIN <br /> • E County Engineer <br /> 11 <br /> LU Givi l Engineer License No.104 <br /> N 8" PGC Pipe gpC� o <br /> ___ /• z S/OFCARNIA I <br /> Dis ng,Dist. X d1 <br /> AINSTALLATION OF C. B. AND DRAIN PIPE STA. 182+00 r nt State Highwo ineerngineer License No 3094 <br /> SCALE I '= 30' 10'± <br /> 25' - - Var. <br /> Ind <br /> _• .e e e .e. °e p .• .e . • •e o•e e a . p • o . p . •� •. <br /> Var. ;• �,---� <br /> LZ <br /> I Conc.Ring to Raise Top of Exist M.H. /� \� Cast Iron Grills to be Standard C.B.Top or its equal.Cit of Stockton <br /> K ra ised Q5'or less,use one %"O Cont Rei nf.Bar. / Y <br /> \ <br /> 80PCGPi 2% Slo Ifraisedmore than QSusetwo Y2OContRemf. Bar. /� � <br /> — — I j <br /> I � <br /> Existing \ <br /> Manhole \� <br /> i <br /> TYPICAL INSTALLATION OF C. B. WITH DRAIN PIPE TO EXISTING M. H. <br /> AND RAISED TOP OF M. H. <br /> SCALE 1'- 30' <br /> co TWO W8 Wires Reinf <br /> a o . <br /> I�7•• <br /> 5' 6' 8' 8' 6' 5' <br /> 0.25'x22' Plant-Mixed Surfacing with Class"ITSeal Coat <br /> 4"Untreated Rock Shoulder with I I' I I' 4'Untreated Rock Shoulder with <br /> # -e -V .e°•T e .•o. e°o•e, e..e..°e.` e .,e e•.•••eo. ••••••°•••.. •o •o°. p. .e• e. .p •o. °e <br /> ' •�. eo o°e' ee..'e.e°°u .e <br /> Class" Mediu <br /> m l Coat Var. <br /> aClass'C-Medium"Seal Coat 5% -------- ----- -- <br /> --------- - 5%wrVar VarSetC <br /> AaC eoAe e u <br /> N <br /> Se PCC Pipe <br /> Varlmported Borrow Var. Existing Pavement <br /> VVU• Var. Imported Borrow STA. "A' <br /> 0+970 TO 25+00 I.B' I I <br /> Var�abie(minimu--G� 4-Untreated Rock Base 1 <br /> 25+00 TO 40+00 2.1' i 1 <br /> 40+00 TO 55+00 1.8' <br /> TYPICAL CROSS SECTION 55+0o TO 70+00 z.O' Grout Joints <br /> STA. 144+ 00 TO STA. 177+00 <br /> 70+00 TO 85*00 1.9' <br /> SCALE C- 30' <br /> 85+00 TO 100+00 LT' <br /> 100+00 TO 115+00 1.6 <br /> 115+00 TO 130+00 1.4' <br /> 130t00 TO 145+00 1.0' 18'RC.P. <br /> 145+00 TO 160+00 1.3' <br /> 160+00 TO IT5+00 I-T <br /> 175+00 TO 190+00 1.4' Conc. Base <br /> 190+00 TO 197+50 1.6' <br /> 5 6' 8' 8' 6' S' . e. • ae n • o' ,e .e <br /> Q25x22' Plant-Mixed Surfacing with Class"ErSeal Coat <br /> 4"Untreated Rock Shoulder with 4'Untreated Rock Shoulder with <br /> Class'C-Medium' Seal Coat . Class'C-Medium"Seal Coat <br /> TYPICAL CATCH BASIN <br /> 5% - ---- - - <br /> 5% SCALE I' = 10 <br /> eQe° e e•. •o •e • •e°o •o •. • e e ee aea o ° o • e •• • • • • • e • • . a <br /> / eo ee • s•• • . • e• e •e • • • •• . a e' e• ' a • ' • • *•1 <br /> e ° a <br /> I • e o <br /> Var. Imported' Borrow Var. r' Var. Existing Pavement - 1-Var. Var. Imported Borrow <br /> Vorlilble(mfnimum6)%W Untreated Rock Bose CONSTRUCTION DETAILS <br /> TYPICAL CROSS SECTION Approval of TU P ical Cross- Sections Only <br /> STA. 0 + 9T TO STA. 144 + 00 Recommended d2dz -Z 1.9.50 <br /> SCALE NOTED <br /> STA. 177 + 00 TO STA. 197 + 50.79 (X- S. J - 908) ' <br /> SCALE I'- 30' Rt¢. 5 N.W.of Tracy to Holly Sugar Co. Spur of S.P.R.R. <br /> Asst. State Highway Engineer <br /> `MLS <br />