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DESIGN DESIGNATION <br />ADT (2017) = 400 D = 50% <br />ADT ( 2037) = 835 T = 10% <br />T. 1. = 7.0 V = 60 MPH <br />R -VALUE = 30 <br />RURAL LOCAL STREET <br />COUNTY STANDARD PLANS <br />R3 TYPICAL RURAL ROAD SECTION <br />R17 DRIVEWAYS -TYPE D&E FOR AGRICULTURAL AND RURAL <br />R29 TYPICAL TRENCH BACKFILL <br />Gj <br />a <br />z <br />z3 <br />"VR" LINE <br />a <br />1+60.00 <br />i <br />(RT. <br />� x <br />"VR" LINE <br />STA <br />6+23.08 <br />_a <br />(RT.SIDE) <br />"VR" LINE <br />U <br />1+60.00 <br />TO 4+97.41 <br />(LT. <br />U <br />"VR" LINE <br />0 <br />7+19.02 <br />LO <br />(LT. <br />Ln <br />Q <br />co <br />"VR" <br />Q <br />Q <br />a z <br />m <br />PROJECT ENGINEER <br />k <br />N ti <br />B. WALD R OP <br />DRAWN BY <br />0 <br />2 d <br />QV) <br />J. JACKSON <br />U1 <br />a� <br />x <br />TCE <br />LINE <br />1 0. 0' <br />DATE CHECKED BY DATE <br />J. WALKER - <br />DATE SHEET NAME <br />8'20'18 TYPICAL SECTIONS <br />ROW TOE OF <br />FILL <br />VARIES VARIES <br />I <br />I <br />Li J <br />Q <br />NI <br />2:1 SLOPE <br />(TYP.) <br />3:1 MAX SLOPE (BOTH <br />CUT AND FILL) <br />ROW TOE OF <br />FILL <br />VARIES <br />(E) <br />RDW <br />ETW EP <br />3.0' VARIES 0.1 <br />SHLDR 12.8' - 12.9' 1 <br />CONC BARRIER (TYPE 80A) 1 <br />RW ("VR" STA 4+20.05 <br />TO 5+58.05) <br />SEE STRUCTURAL PLANS <br />FOR DETAILS <br />VARIES -SEE PLAN uj <br />2.0% < OG <br />1111 MIN. IV' <br />BOB- <br />2: 1 SLOPE <br />•-. (TYP.) <br />IMPORTED BARROW <br />z r- <br />a <br />o n <br />w <br />r Q <br />VARIES <br />SEE PIAN <br />.L <br />VARIES <br />VARIES <br />SEE PLAN <br />"VR" LINE STA 4+20.05 RT TO 5+58.05 RT <br />HP EP ETW <br />1' 0'- 3.0' <br />SHLDR <br />f�" <br />10'-11.0' <br />TRAVELWAY <br />VARIES <br />0'_ 3.5' <br />2.0% <br />"VR" LINE <br />PG <br />10'-11.0' <br />TRAVELWAY <br />2.0% <br />ETW EP HP <br />0'- 3.0' 1' <br />0-1 <br />SHLDR <br />Ag(GLz� <br />, -ri lll'��if11.�1 <br />III IIF <br />f <br />3:1 MAX SLOPE (BOTH <br />IMPORTED BORROW L-0.35- HMA (TYPE A) CUT AND FILL) <br />1.05' AB (CL2) EXISTING ROADWAY <br />VICTORY ROAD - TYPICAL SECTION <br />HP3,-8••EP W <br />_j_3.0' ET <br />SHLDR <br />MBGR <br />11.0' <br />TRAVELWAY <br />VARIES <br />2.0'-5.5' <br />PG <br />11.0' <br />TRAVELWAY <br />ETW EP HP <br />3.0' 1 3' _ 8" <br />SHLDR 4 MBGR <br />HMA DIKE <br />(TYPE F), TYP <br />VARIES <br />SEE PLAN <br />VARIES <br />VARIES <br />SEE PLAN <br />-i I I -I I l- <br />, ., 1-11mI <br />LEGEND: <br />a o a <br />NOTES: <br />'ON 133HS <br />HOT MIX ASPHALT (TYPE A) <br />AGGREGATE BASE (CL2) <br />IMPORTED BORROW <br />k13mvdcl <br />1. FOR GENERAL NOTES & ABBREVIATIONS, SEE SHEET DT -1. <br />2. R VALUE OF IMPORTED BORROW SOIL SHALL BE A MINIMUM OF 30. <br />3. FOR TYPICAL SECTION BETWEEN "VR" STA 5+77.19 (BB) TO STA <br />6+17.19 (EB), SEE STRUCTURE PLANS. <br />TOE OF ROW <br />FI LL <br />VARIES <br />I <br />Q I <br />J OG <br />- I <br />2:1 SLOPE <br />(TYP.) <br />z � <br />o � <br />o a. <br />w <br />a <br />TOE OF ROW <br />FILL <br />VARIES <br />C;- 0,o-- 0oUL0 U0 .f .. W_ �11 11Xa1711 <br />it I��� l��llll��,ill��I� -111-1 III;,, <br />2:1 MAX SLOPE (BOTH 2:1 MAX SLOPE (BOTH <br />CUT AND FILL) CUT AND FILL) <br />0.35' HMA (TYPE A} EXISTING ROADWAY <br />IMPORTED BORROW 1.05' AB (CL2) <br />VICTORY ROAD - TYPICAL SECTION <br />SEE NOTE 3 <br />"VR" LINE STA 3+46.18 TO 4+20.05 (RT. SIDE) <br />"VR" LINE STA 4+97.41 TO STA 5+86.91, STA 6+26.92 TO STA 7+19.02 (LT. SIDE) <br />VICTORY ROAD BRIDGE NO. 29C-467 <br />REPLACEMENT PROJECT <br />SCALE OVER LONE TREE CREEK <br />AS N°TE° FEDERAL PROJECT NO. BRLC-6929(216) <br />p?°FESSioti <br />�Z <br />wa Na. C-58724rri <br />�q �+vk\- <br />Te QF CAS <br />r� <br />I <br />I <br />1 OG <br />Q <br />2:1 SLOPE <br />(TYP.) <br />u...i._NN c, COUNTY OF SAN JOAQUIN <br />�: Gy DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 E. HAZELTON AVENUE <br />STOCKTON, CA 95205 <br />.................. SHONE: (20 9) 468-3000 <br />PROJECT MANAGE CONSULTANT} "4��F�Rr� FAX: (209) 468--2999 <br />�... �. CORD DRAWING i <br />No �� <br />s <br />DWe <br />m► perms �i� This Dr>�vin� Should Vert <br />.AN InforMati� g Verify z <br />By tnsp iN The Stte Of Work <br />Li <br />c� <br />a <br />m <br />W <br />- a <br />z <br />N v 5 <br />BEYOND ENGINEERING <br />2826 NATONIAS PARK DRIVE, SLITE $00 SACRAMENTO, CA 96833 <br />OW.641.e1a0 Ta 916.841.9222 FAX www.mvo.cm <br />SHEET NO. <br />2 OF 27 <br />X-1 <br />U <br />Lt1 <br />7) <br />0 <br />SEE NOTE 3 <br />"VR" LINE <br />STA <br />1+60.00 <br />TO 3+46.18 <br />(RT. <br />SIDE) <br />"VR" LINE <br />STA <br />6+23.08 <br />TO 10+00 <br />(RT.SIDE) <br />"VR" LINE <br />STA <br />1+60.00 <br />TO 4+97.41 <br />(LT. <br />SIDE) <br />"VR" LINE <br />STA <br />7+19.02 <br />TO 10+00 <br />(LT. <br />SIDE) <br />"VR" <br />LINE <br />11.0' <br />TRAVELWAY <br />VARIES <br />2.0'-5.5' <br />PG <br />11.0' <br />TRAVELWAY <br />ETW EP HP <br />3.0' 1 3' _ 8" <br />SHLDR 4 MBGR <br />HMA DIKE <br />(TYPE F), TYP <br />VARIES <br />SEE PLAN <br />VARIES <br />VARIES <br />SEE PLAN <br />-i I I -I I l- <br />, ., 1-11mI <br />LEGEND: <br />a o a <br />NOTES: <br />'ON 133HS <br />HOT MIX ASPHALT (TYPE A) <br />AGGREGATE BASE (CL2) <br />IMPORTED BORROW <br />k13mvdcl <br />1. FOR GENERAL NOTES & ABBREVIATIONS, SEE SHEET DT -1. <br />2. R VALUE OF IMPORTED BORROW SOIL SHALL BE A MINIMUM OF 30. <br />3. FOR TYPICAL SECTION BETWEEN "VR" STA 5+77.19 (BB) TO STA <br />6+17.19 (EB), SEE STRUCTURE PLANS. <br />TOE OF ROW <br />FI LL <br />VARIES <br />I <br />Q I <br />J OG <br />- I <br />2:1 SLOPE <br />(TYP.) <br />z � <br />o � <br />o a. <br />w <br />a <br />TOE OF ROW <br />FILL <br />VARIES <br />C;- 0,o-- 0oUL0 U0 .f .. W_ �11 11Xa1711 <br />it I��� l��llll��,ill��I� -111-1 III;,, <br />2:1 MAX SLOPE (BOTH 2:1 MAX SLOPE (BOTH <br />CUT AND FILL) CUT AND FILL) <br />0.35' HMA (TYPE A} EXISTING ROADWAY <br />IMPORTED BORROW 1.05' AB (CL2) <br />VICTORY ROAD - TYPICAL SECTION <br />SEE NOTE 3 <br />"VR" LINE STA 3+46.18 TO 4+20.05 (RT. SIDE) <br />"VR" LINE STA 4+97.41 TO STA 5+86.91, STA 6+26.92 TO STA 7+19.02 (LT. SIDE) <br />VICTORY ROAD BRIDGE NO. 29C-467 <br />REPLACEMENT PROJECT <br />SCALE OVER LONE TREE CREEK <br />AS N°TE° FEDERAL PROJECT NO. BRLC-6929(216) <br />p?°FESSioti <br />�Z <br />wa Na. C-58724rri <br />�q �+vk\- <br />Te QF CAS <br />r� <br />I <br />I <br />1 OG <br />Q <br />2:1 SLOPE <br />(TYP.) <br />u...i._NN c, COUNTY OF SAN JOAQUIN <br />�: Gy DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 E. HAZELTON AVENUE <br />STOCKTON, CA 95205 <br />.................. SHONE: (20 9) 468-3000 <br />PROJECT MANAGE CONSULTANT} "4��F�Rr� FAX: (209) 468--2999 <br />�... �. CORD DRAWING i <br />No �� <br />s <br />DWe <br />m► perms �i� This Dr>�vin� Should Vert <br />.AN InforMati� g Verify z <br />By tnsp iN The Stte Of Work <br />Li <br />c� <br />a <br />m <br />W <br />- a <br />z <br />N v 5 <br />BEYOND ENGINEERING <br />2826 NATONIAS PARK DRIVE, SLITE $00 SACRAMENTO, CA 96833 <br />OW.641.e1a0 Ta 916.841.9222 FAX www.mvo.cm <br />SHEET NO. <br />2 OF 27 <br />X-1 <br />U <br />Lt1 <br />7) <br />0 <br />