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NOTE: <br /> 1 . DIMENSIONS OF THE STRUCTURAL SECTIONS <br /> ARE SUBJECT TO TOLERANCES SPECIFIED IN <br /> THE STANDARD SPECIFICATIONS. <br /> "ARM" LINE <br /> 2 BYPTHELENGINON S SHOWN OR AS DIRECTED 2.0' TO 2.3' VAR (14' TO 18') R/W <br /> VAR 9.5' TO 2' <br /> SAWCUT AND 2' <br /> MATCH EXISTING OG <br /> EXISTING STRUCTURAL SECTION 2% 8.% <br /> - - - - - <br /> VAR "T" LINE <br /> 0.45' AC (TYPE A) FL <br /> 1 .35' CLASS 2 AB R/W R/W <br /> 20' 20' & 25' <br /> ARMSTRONG ROAD <br /> 7'& VAR 12' & VAR <br /> STA "ARM " 2 + 10.02 TO 5 + 52 . 68 = STA " F" 503 +89 .31 TO 507+ 32 .00 SHOULDER 1 <br /> BACKING --SHOULDER <br /> 1 .5% BACKING <br /> VAR - <br /> VAR <br /> "ARM" LINE - <br /> [0.30' AC OVERLAY (TYPE B) <br /> TYPE A <br /> 1 .3 0.45' AC TO 5.8 VAR ( 18' TO 23') R/W 1 .25' CLASS 2 AB <br /> SAWCUT AND VAR 9. 11 ' TO 9.5' SHATTUCK TRACT ROAD <br /> MATCH EXISTING 2OG STA "T" 401 + 60. 00 TO 409 + 50 .37 <br /> EXISTING STRUCTURAL SECTION 2%. & VAR % _ - <br /> - - - <br /> I <br /> 0.45' AC (TYPE A) AC DIKE (TYPE A) <br /> 1 .35' CLASS 2 AB <br /> "T" LINE <br /> ARMSTRONG ROAD <br /> STA "ARM " 1 +02 .86 TO 2 + 10. 02 = STA "F" 503 + 19 . 37 TO 503+ 89 .31 R/W R/W <br /> 20' 20' <br /> SHOULDER 12' & VAR SHOULDER <br /> "ARM" LINE VAR BACKING BACKING <br /> 1 .4' TO 2.0' � VAR ( 19.6' TO 23') R/W -' <br /> VAR 7.88' TO 9. 1 1 ' <br /> SAWCUT AND 2' <br /> 70.30' AC OVERLAY (TYPE B) <br /> MATCH EXISTING EXISTING STRUCTURAL SECTION <br /> OG <br /> EXISTING STRUCTURAL SECTION 2% & VAR gq BAR _ - - _ _ - _ SHATTUCK TRACT ROAD <br /> STA "T" 400 + 00 . 00 TO 401 + 60 . 00 <br /> 0.45' AC (TYPE A) <br /> FL STA "T" 409 +50.37 TO 409 +93 . 14 <br /> 1 .35' CLASS 2 AB <br /> ARMSTRONG ROAD <br /> STA "ARM " 0 +00 TO 1 + 02 . 86 = STA "F" 503+ 07. 71 TO 503 + 19 .37 �/21,44 `�a�i� QROFESS/pNq� <br /> 0 <br /> REGISTERED CIVIL ENGINEER <br /> WMICHAEL A. SANCHEZ m <br /> 5/20/2005 Na. C60254 A <br /> PLANS APPROVAL DATE * EXP. 06-30-06 <br /> QQuincy <br /> Engineering, <br /> Inc. �f9lF CIA <br /> Ramos OF I �FOQ�\P <br /> DRAWN 8Y DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE Sacramento, CA 95827 SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br /> M.KNIGHT 05/17/05 �"� No SCALE TYPICAL SECTIONS X-5 <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 /iG®s►� d HARNEY CURVE PROJECT 6 96 <br /> FILE NAME DRAWER SHEET N0. I ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL a 2 3 <br /> SCALE IS IN INCHES I I I I I sl66rts1 .dwg, Thu, 19 May 2005 - 6:42pm, mikek <br />