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Const. r <br /> Limits of Earthwork Roadwagy)- � Exist. __. Const. <br /> ( WideningCO st. <br /> I <br /> Varies E P I <br /> Planing Profile <br /> 1 4' — I P4' ------ 12' ►I <br /> Limits of Clearing & Grubbing <br /> 0. 15'- Exist. <br /> Shoulder I � - Limits of S I�rry Seal --------- - ---- ------� <br /> \ Surface (Type 2 <br /> Backing \ <br /> B% I - ' I See Shld. Left Turn <br /> - 11 ' Acceleration -12' Traffic Lane 16'- <br /> .... ::::::..:...... C_..- . - Detail C <br /> =•-- Lane Lane 11 <br /> _ - - - - - - <br /> 0.08 I t--Exist. A.G. Dike <br /> ConformConform, See <br /> i I I <br /> - Imported Borrow <br /> Detail B <br /> A. C . PLANING DETAIL a% = — 4q <br /> /� SHOULDER DETAIL A <br /> n _ - - - - - - - - _ <br /> Variable Depth I <br /> R/W 4 New Const. ��_ A.C. Overlay <br /> Shld. New F.P. Planing Profile - , -- 1 <br /> Exist. Roadway <br /> New Variable 4 12 Exist. E.T.W. I <br /> Exist. Limits of Exist. _ 6„ Depth A.C. i <br /> y Exist. I I <br /> Pvmt. Pvmt. Removal Conform . 22 <br /> Surface <br /> NOTE <br /> _- — f — — -- Acceleration Lane slope Varies <br /> fro <br /> a. <br /> Remove Exist.-- Line cut Exist. <br /> f 0.08' I to —1% at Sto.t 31 +5067 <br /> ` A.C. Pvmt. Typical Pvmt. I TYPICAL SECTION <br /> A. C . PAVEMENT REMOVAL DETAIL D A. C . PLANING DETAIL---@ Sta . 30 + 67 to Sta . 31 + 50 <br /> � Const. <br /> Const. <br /> Limits of Clearing & Grubbing - <br /> -as <br /> - Limits of Clearing & Grubbing <br /> Limits of Slurry Seal (Type 2) <br /> Limits of Slurry Seal - <br /> Accel. I (Type 2) Median <br /> See Shld. Lane __ <br /> 12 Traffic Lane ---i See Shld. Deceleration Lane <br /> Detail C 4'- 1 1 Ln. u -11 Detail C 4' - 1 1 ' 1Traffic Lane - -Variable- <br /> 2' e <br /> I Exist A.G. <br /> I <br /> Conform See I Existing Dike <br /> I <br /> Detail A I A.C. Dike Conform See <br /> Detail A I <br /> i <br /> 2% * * <br /> :::..... <br /> —1 <br /> - - - - - <br /> Variable Depth_ Exist. <br /> p Exist. Roadway <br /> P <br /> E.P.f A.C. Overlay Exist. Roadway 0n Variable Depth I <br /> —� 1 .0' A.C. A.C. Overlay <br /> t � 1 .0' A.C. Exist. - <br /> Widening I <br /> Widening E.P. ( Variable Var. - <br /> 12 I <br /> Variable Var• 12' _ I 3'- 16' 4'- 19' <br /> 0' - 11 ' 4'- <br /> 22, Exist. E.T.W. I <br /> Exist. E.T.W. <br /> Match cross slope of traffic lane to exist. <br /> cross slope within superelevation transition <br /> zone from Sta. 32+40 to Sta. 35+00 <br /> (slope varies from +4% to —2%). <br /> TYPICAL SECTION * * cross slope of deceleration lane is constant TYPICAL SECTION <br /> at —2%. <br /> Sta . 25+ 67 to Sta . 30 + 67 <br /> Sta . 32 + 40 to Sta . 38 + 07 Z <br /> Z <br /> DRAWN BY T PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE LOWER SACRAMENTO ROAD SHEET TOTAL <br /> J.C. WHITE 3/90 COUNTY OF SAN JOAQUIN TYPICAL SECTION PROJECT NO. SHEETS - <br /> �¢ ���^ ��190 /j/go o B�3�go SCALE: No Scale <br /> WIDENING AT GRIDER WAY 2 5 <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> 0,v-d' I L -Znig I D:\LSR\DETSHT <br />