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TIl <br /> X-SJ-FAS 540 <br /> THORNTON ROAD g TT <br /> FED.�D NQ FYAAL STATE PROJECT SNNEET SHaE� <br /> DIM NO. <br /> R 0 <br /> 7 ICALIF S-540 (2) 119481 4 1 T <br /> Furnish and Install Guide Posts (2 Posts) �T <br /> at end of Dikes, Right and Left 1� COUNTY OF SAN JOAQUIN <br /> 40' 4p' — � --- ` - - <br /> - County Engineer <br /> Civil Engineer License No. 104 <br /> o <br /> 025'x 22' Plant-Mixed Surfacing � �\� ��� �4• <br /> cc q' 11' 11' <br /> Class "C"Medium Seal Coat Class "C'Medium Seal Coat \� STATE OF CALIFORNIA <br /> 4'Untreated Rock Base Shoulder Profile Grade 4'Untreated Rock Base Shoulder I \ �� � / <br /> — y4' I'SI ya I'Slope — — 5% — R/yy <br /> r 2-�I S\0 c; d kock Base . 12' 4 \ Dist.Eng., Dist. X <br /> :: `t rte,:6"Untregte <br /> S/o Z. Ground Line <br /> ---ry --- — <br /> Tykpi§imundLine --- 4 — -:• — .I�. '' - �,_, ;;; , - --------- ---- -- 4Shoulder ;� �, 4'Shoulder APProved: f)1/ __41 -1194% <br /> ' _ _ _ u;�w ^�v so_ I L� Enda _ <br /> _ _ _�- '_ — ulke —_ _ <br /> 4•:1'gl� I IQ"�I Slope I s'' 75' Q ----- -- - - --- — <br /> Var. 1.25' Imported Sub-base Material Var. -- - , o o — Deputy State Highway Engineer <br /> - q- - - -- -- - f - r_ i T� = ==9 Civil EngineerLicenseNo.10 <br /> 4'Shoulder/ °�;� � 4 Shoulder <br /> I <br /> STA. I8+00 TO STA. 49+33.09 <br /> \x <br /> 22' Plant Mixed Pavement INTERSECTION DETAIL AT STA. 15412.80 <br /> �, Highway - - - - <br /> 4' Shoulder _---- <br /> Note 9 tons of Grovel per Driveway All driveways to be surfaced to R/W Line <br /> N <br /> with Tof Untreated Rock Surfacing ����\\ <br /> RIW Line--*, \�� \s <br /> ST41. 16+00 TO STA. 18+00 ����� ���\N 16-1 / <br /> Transition between Typical Sections shown above and below <br /> TYPICAL PRIVATE DRIVES 4'Shoulder <br /> a <br /> I I <br /> 4' Shoulder <br /> 2 \\ \ xOC/ <br /> a5 \� 5�, <br /> C; <br /> INTERSECTION DETAIL AT STA. <br /> i <br /> o d A p o e 4 a \\ / <br /> A 4 4 �e GQ A a ." d O A. p 4 +- <br /> a D O e o 4 y <br /> 4 Q25x24 Plant-Mixed Surfacing <br /> 12' - J_ 12' DIKE DETAIL �� I �i�' i� Vol/ <br /> 2 Scale:1"- <br /> Class"C"Medium Seal Coat 2 I Class'C'MediumSeal Coat <br /> Profile Grade <br /> Plant-Mixed Surfacing Plant Mixed Surfacing <br /> 4'Untreated Rock Base Shoulder 5 Ya:I'Slope I'SI 5% 4'Untreated Rock Base Shoulder R <br /> ` 125' Im rted`Sub=base'Material: ✓ p Y 4'Shoulder <br /> 4'Shoulder <br /> r , S 0.50'x26' Untreated Rods Base <br /> ti� Pavemen_t7__ z 4, _ s � <br /> 1M � _ <br /> Ground Line I � 4'Shoulder R/yy <br /> R/W <br /> Imported Borrow (Variable) <br /> srp, Vol <br /> STA. 7+30.25 TO STA. I6+00 APPROVED AS TO TYPICAL SECTIONS ONLY INTERSECTION DETAIL AT STA. 22+04.70 <br /> Recommended ______ _______ 11949 <br /> X- S. 4- 54 0) - --- <br /> Assisicni State Highway Eng. <br /> TYPC AL CROSS—SECT/ONS ---- Assistcn, ---- way Eng- INTERSECTION DETAILS <br /> I <br /> Use Standard Supere/evation Sca I e: 1 -50' IODC <br /> Scale: 1 -5' <br /> Q17P.MS. <br /> 9 <br /> 0.5QU.R.B. <br />