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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 "H" LINE <br /> BY THE ENGINEER R/W 25' TYP 30' TYP R/W <br /> If <br /> "A" LINE <br /> 2' 11 5.5' 5.5' 11 ' 2 R/W VAR (30' TO 55') VAR (30' TO 55') R/W <br /> 11 ' 11 ' 2' 2' <br /> SHOULDER <br /> BACKING PGI SHOULDER OG VAR VAR 4' 12' & VAR 12' & VAR 4' VAR VAR <br /> — — 2� & VAR 2% & VAR _ BACKING <br /> - - - - - PG <br /> 2% & VAR 2� & VAR g% <br /> 8% �-- — <br /> 0.45' AC (TYPE A) EXIST STRUCTURAL SECTION 4•.A y 4: 1 OG <br /> 1 .25' CLASS 2 AB <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> qR 4 1 0.45' AC (TYPE A) 4: 7 <br /> J PR <br /> HARNEY LANE 1 .35' CLASS 2 AB <br /> EAST OF INTERSECTION WITH LOWER SACRAMENTO ROAD <br /> STA "H " 110+78. 16 TO 116 + 58.06 ALBERG ROAD <br /> STA "A" 300 + 40 .00 TO 304+38 .86 <br /> � 27 <br /> �',R <br /> STA "H " 105+ 19 TO 106+ 13 <br /> "H" LINE <br /> R/W 30' TYP 30' TYP R/W <br /> "E" LINE <br /> 2.9' TO 8.5' 6.9' TO 11 .5' CL <br /> VAR 0' VAR 0' R/W VAR (30' TO 55') VAR (30' TO 55') R/W <br /> 2' 11 ' TO 5.5' TO 5.5' 1 1 ' 2' <br /> IN 2' 2' <br /> 10' 7' MODIFIED ROLLED1 VAR VAR 4' 12' & VAR 12' & VAR 4' VAR VAR <br /> AC DIKE GRADE 1 .5' CURB & GUTTER <br /> (TYPE E) tAB <br /> REAK SHOULDER OG PG <br /> OPE MATCH SLOPE BACKING 8% 2� &—BAR �� & VAR 8% <br /> - - - - - - - - — - - - - - 4,1 4: 1 OG <br /> — — — — — — — — — — <br /> 0.45' AC (TYP4: 7 <br /> 1 .25' CLASS 2 0.45' AC (TYPEA) �� 4 F70.35' AC (TYPE A) 2�PR <br /> 1 .25' CLASS 2 AB R 1 .00' CLASS 2 AB <br /> 0. 17' AC OVERLAY (TYPE B) EXIST STRUCTURAL SECTION <br /> HARNEY LANE EXTENSION ROAD <br /> WEST OF INTERSECTION WITH LOWER SACRAMENTO ROAD STA "E" 200 +40 . 00 TO 204+ 30. 00 <br /> STA "H " 104+ 60. 59 TO 109 + 03.74 <br /> QROFESSI0Ng7 <br /> O <br /> REGISTERED CIVIL ENGINEER <br /> w ICHAEL A. SMCHEZ m <br /> 5/20/2005 No. C60254 A <br /> PLANS APPROVAL DATE * Exp. 06-30-06Quincy 'f <br /> 1 REVISED PER ADDENDUM No . 1 33247 Ramos Cercle Inc CIVIL <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE 1/25/05 PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS X-4 LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> J. Bland <br /> NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 HARNEY CURVE PROJECT 5A 96 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL o i z s <br /> t SCALE IS IN INCHES �I�I�IJ s166rts1.dwg, Fri, 17 Jun 2005 — 3:36pm, mikes <br />