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NOTE: <br /> 1 . DIMENSIONS OF THE STRUCTURAL SECTIONS <br /> ARE SUBJECT TO TOLERANCES SPECIFIED IN <br /> THE STANDARD SPECIFICATIONS. <br /> 2. SUPERELEVATION AS SHOWN OR AS DIRECTED <br /> BY THE ENGINEER 2'110 12 <br /> - VAR — EXISTING STRUCTURAL SECTION <br /> PAVEMENT REPAIR 0.5' AC (TYPE B) <br /> STA "0" 702+ 30 TO 704+00 <br /> STA "0" 705 +88 TO 707+ 53 <br /> STA "0" 709 + 83 TO 711 + 17 <br /> "D" LINE <br /> " "D" LINE <br /> 0" LINE <br /> R/WR/W R/W R/W <br /> 40' & VAR 40' & VAR <br /> 40' & VAR 40' & VAR <br /> VAR VAR 2' 2' <br /> 4 12' & VAR 12' & VAR 4' <br /> 10' TO 16' 10' TO 18.5' <br /> SHOULDER <br /> BACKIN PG <br /> -SHOULDER PG <br /> OG VARL, 20/10 & VAR 2% & VAR VAR BACKING-.-► y OG 8 2% & VAR2% & VAR <br /> 87 <br /> EXIST STRUCTURAL SECTION — — — — <br /> 0. 17' AC OVERLAY (TYPE B) 0.35' AC (TYPE A) EXIST STRUCTURAL SECTION <br /> 1 .00' CLASS 2 AB <br /> EXISTING LOWER SACRAMENTO ROAD <br /> STA "D" 602 + 87 . 13 TO 605 + 50. 00 EXISTING LOWER SACRAMENTO ROAD <br /> STA "0" 702 + 00. 00 TO 711 + 32 .01 STA "D" 600+ 65 . 50 TO 602 + 87 . 13 <br /> STA "0" 712+ 65.01 TO 714+86 .54 STA "D" 605 +50 .00 TO 605 + 74. 54 <br /> "0" LINE "0" LINE <br /> R/W � R/W R/W � R/W <br /> 40' & VAR 40' & VAR 40' & VAR VAR <br /> 2' 2' <br /> 4' 12' 12' 4' 11 1 1 ' & VAR 15' & VAR 42' & VAR <br /> SHOULDER <br /> PG BACKING- PG SAWCUT <br /> OG 2% & VAR 2% & VAR OG SHOULDER <br /> 8% --_ —"— 8� VqR 2%tgc VAR 1 .5% & VAR <br /> A� <br /> EXIST STRUCTURAL SECTION <br /> 0.35' AC (TYPE A) EXIST STRUCTURAL SECTION0. 17' AC OVERLAY (TYPE B) 0.35' AC (TYPE A) <br /> 1 .00' CLASS 2 AB 1 .00' CLASS 2 AB <br /> EXISTING LOWER SACRAMENTO ROAD EXISTING LOWER SACRAMENTO ROAD <br /> STA "0" 711 + 32. 01 TO 712 + 65. 01 <br /> STA "0" 700+90. 37 TO 702 + 00. 00 <br /> I, <br /> QROFESSIONq� <br /> REGISTERED CIVIL ENGINEER <br /> ICHAEL A. SANCHEZ ?� <br /> 5/20/2005 No. C60254 A <br /> PLANS APPROVAL DATE EXP. OL3L06 'f <br /> Quincy Engineering, Inc.Q Jf CIVIL �P 3247 Ramos Circle �lF OF <br /> Sacramento, CA 95827 <br /> DRAWN BY FDATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> J. Bland //,�,, / COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS X-3 N0. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 % '� d S/�7�'f HARNEY CURVE PROJECT 4 96 <br /> FILE NAME DRAWER 0. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL a 1 2 3 <br /> SCALE IS IN INCHES I I I sl66rtsl .dwg, Thu, 19 May 2005 — 6:36pm, mikek <br />