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Const. <br /> I <br /> Limits of Clearing and Grubbing, and Earthwork (Misc. Areas) ---- <br /> GENERAL NOTE <br /> 26' I Variable ----- <br /> See Shoulder Details 26'-38' See Shoulder Details 1 . All trees to remain in place unless otherwise noted on plans. <br /> Below for Deviations Below for Deviations <br /> 2' 4' 4' 16' — 16'— - A Variable -- 4' 4' 2' <br /> 0'-12' <br /> R/W <br /> —Var.---J <br /> 0'-4.25' I <br /> Var. I ' Var. <br /> Var. 8% _ I - 2— --�° _� 89; Vor. 4' 12' 12' 12' 4' <br /> --: <br /> Conform - __ , ; ` %/ / ' ., a a: <br /> Conform <br /> w w <br /> Existing Roadway <br /> 0.90' Asphalt <br /> 0.10' Asphalt Concrete <br /> Concrete Overlay <br /> A 12' A.C. Widening - Sta. 301 +92 to <br /> Sta. 305+15 (Rt.). Refer to Plan and <br /> Profile Sheet 3 for details. TYPICAL TRAFFIC LANE LAYOUT <br /> TYPICAL SECTION <br /> Sta. 296+90 to Sta. 308+50 <br /> �k Sta. 305+50 to Sta. 308+50 - <br /> variable superelevation (-2% to +6%). DESIGN DESIGNATION <br /> See Plan and Profile Sheet 3 for <br /> superelevation rates and locations. (20 Year - 2015) <br /> A.D.T. = 13,000 D = 52% <br /> D.H.V. = 1 ,300 T = 4% <br /> V = 60 M.P.H. <br /> Const. <br /> Limits of Clearing and Grubbing, and Earthwork (Misc. Areas) 11.� <br /> I Const. No. 21258 <br /> Exp. 9-30-97 <br /> ' —+ 2' " -Limits of Clearing and Grubbing s9f� civic <br /> 69 Variable 5 ---� Variable — � <br /> 0'-12' 1 '-11 .5' and Earthwork (Misc. Areas) cAUF <br /> Variable -- 4' OVar. Variable -- ct2a. <br /> Conform 16'-28' 4'-8.5' <br /> 4' Conform <br /> 40 + <br /> Existing Roadway �i2: Conform <br /> 0.90' Asphalt H.P. �QX <br /> 0.10' Asphalt Concrete L J <br /> Concrete Overlay <br /> SHOULDER DETAIL SHOULDER DETAIL <br /> Sta. 304+00 to Sta. 308+00 (Rt.) Sta. 297+17f to Sta. 300+52t Rt. • A minimum of 3' shall be <br /> Sta. 299+67t to Sta. 300+54f Lt. maintained at 8% slope from <br /> Sta. 300+68t to Sta. 301 +31t Rt. centerline of posts to the <br /> w <br /> Sta. 300+70t to Sta. 305+00± Lt. hinge point. <br /> a a <br /> Q z <br /> X <br /> a <br /> z <br /> w <br /> J <br /> Z <br /> /vyo� D - - ��ArE A�F�Ro�:E� ITE LOWER SACRAMENTO ROAD AND SHEET TOTAL Ch <br /> WN <br /> CHEC <br /> ____ _ _-___ NO. SHEETS <br /> _ <br /> Carole Grafin DATE PROJECT ENGINEER DATE �l— ED _ DATE ._ -_ - - COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS LIBERTY ROAD INTERSECTION IMPROVEMENTSCh <br /> 500 South to 600 North of Liberty Road z 6 <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> C:\LOWERSAC\PLAN\TYPSEC <br />