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SHOULDER SCHEDULE <br /> Const. GENERAL NOTES <br /> Detail 1 . Where superelevations exist on horizontal curves, <br /> Sta . t0 sta . new surface slope and drainage shall conform to existing. <br /> ® Limits of Clearing and Grubbing Lt. Rt.FRENCH CAMP ROAD 2. When placing Shoulder Backing Material, the Contractor <br /> Refer to Refer to /377`88138+ft" to 141 +30 3 1 shall not modify or obstruct the existing drainage. <br /> Shoulder12' 12' 1111 Shoulder <br /> Details Details 141 +30 to 144+35 3 3 <br /> I 144+35 to 152+00 3 1 <br /> I 152+00 to 160+5$+00 4 1 <br /> _ 2f % 2±2f % l=--,-too160+'5T to 164+50 4 2 <br /> 164+50 to 174+00 1 2 � yy <br /> 174+00 to 175+00 5 2 <br /> W No. 21258 <br /> ,t Ex <br /> 175+00 to 176+00 5 1 sT P. 9-30-97s <br /> 176+00 to 179 +00 5 5DESIGN DESIGNATION 9TF�FCCAL-F�`�� <br /> Existing Roadway • 179 +00 to �7�9++5 0 5 1 nut <br /> Asphalt Concrete Overlay � 1 1 ( 10 Year — 2000) <br /> 179 +50 to 1 +4o � 0 �'I ► t�ta-� <br /> 193+00 to 199 +80 5 z3 A.D.T. = 12,400 <br /> TYPICAL SECTION 199 +80 to 202+00 1 5 D. H.V. = 1 ,240 <br /> 202+00 to 204+00 1 1 D. = 555 <br /> Sta . 138+60 to Sta . 206+30 T. 2 <br /> 204+00 to 206+30 1 5 V. = 55 <br /> UNION ROAD <br /> 322+50 to 326+90 6 6 Const. <br /> > ' 9 SOUTH 99 FRONTAGE <br /> � ��. E.P. <br /> a . .' --- _ ROAD WEST (Typical) <br /> Const. 0+20 to 4+50 1 1 Edge of <br /> 12' Travel Lane <br /> Limits of Clearing & Grubbing - r rt SOUTH 99 FRONTAGE (Typical) <br /> �` r `' ROAD EAST <br /> 12' *4' ' 0+25 to 6+00 1 1 Travel Direction <br /> 6 <br /> I E & Travel Width 12' <br /> See Note o (Typical) <br /> o Const. TYPICAL TRAFFIC <br /> V— a— . dor v Limits of Clearing & Grubbing i LANE LAYOUT <br /> .+�i I Const. <br /> µ - E Limits of Clearing & Grubbing <br /> m� <br /> ExShoulder Shoulder I o Existing <br /> Backing � 6 2 12 4' 1 Wldening -�{�- 2� <br /> Pavement Var cel Pavement E LEGEND <br /> o <br /> Note: Taper A.C. to 0.08' edge thickness 0 2% ♦ Limits of Mailbox Relocation <br /> adjacent to M.B.G.R. only. <br /> (Sta . 201 +56± to Sta . 203+72f ) • 0. 17 — Sta . 138+ 60 to 192 +00 <br /> i .4, oo _ 0.30' — Sta. 192+00 to 206+30 <br /> SHOULDER DETAIL 1 0 0 0. 17' — Union Road <br /> 70. 65 Asphalt Concrete Existing — Frontage Road West <br /> Imported 0.25 South 99 g <br /> SHOULDER DETAIL 2 Borrow 0. 10' Shoulder Backing Pavement 0.25' — South 99 Frontage Road East <br /> SHOULDER DETAIL 3 * 8' - 10' — Sta. 169 +50 to 174+00 (Lt.) <br /> 8' - 12' — Sta . 175+00 to 176+00 (Rt.) <br /> Const. Const. 8' - 10' — Sta. 199 +80 to 206+30 (Lt.) <br /> Limits of Clearing & Grubbing ►I Limits of Clearing & Grubbing Const. 6' — 8' — Sta . 201 +00 to 206+30 (Rt.) <br /> I � 0' — South 99 Frontage Roads <br /> 6' 10' 12'►I 6' Var. 6' - 10' so 12' I low Limits of Clearing & Grubbing East & West <br /> E 2' — Widening 6' t`2' - 15' — 12' Limits of Asphalt Concrete Pavement <br /> o o 9 <br /> 4� III <br /> E Widening Planing (See Planing Detail , Sheet 7) <br /> Var._ 0.00' Depth of Asphalt Concrete Pavement <br /> `r Var -2% 2% Planing <br /> Existing See Sheet 3 for actual widening widths <br /> _ . . <br /> _ Pavement •�_ <br /> Vis~ ' Asphalt Concrete Overlay t 0' Widening — Sta . 322+50 to <br /> 0.08 A.C. Existing Imported 0. 65 Asphalt Concrete Existing Sta . 325+00 (Rt.) <br /> Shoulder g Borrow 0.65 Asphalt Concrete Imported <br /> Backing Pavement 0. 10' Shoulder Backing Borrow 0. 10' Shoulder Backing Pavement <br /> 0 <br /> SHOULDER DETAIL 4 SHOULDER DETAIL 5 SHOULDER DETAIL 6 <br /> X <br /> W <br /> 0 <br /> Z <br /> Li <br /> J <br /> Z <br /> U- <br /> DRAWN BY DATE w <br /> ' PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OVED DATE FRENCH CAMP ROAD TOTAL <br /> SHEETS o <br /> Eu� <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION <br /> 5/94- &194� Iva M"AdARir r/f/*� �8/4< RESURFACING & SIGNALIZATION 2 8 <br /> Ton iZce t sly 94 / _ <br /> ILE NAME DRAWER I SHEET NO. ACAD <br /> ROAD F 226 F:\DATA\FR_CMP\SHEET2 <br />