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ACOVERLAY & WIDENING <br /> SEE ' CONSTRUCTION DETAILS <br /> -t 00 X07 Oo0OU-) z :2j (OO <br /> r. O r- M ON _ OO OOfON <br /> r+i f7) C-r Cr; O 0) __ O 0) _ F O 0 D- M. <br /> ON 0) N Lf) 04 ON ULL- U-) N <br /> 0) > O> >' O > > CY O > <br /> N U W <br /> 34 zo � 34 <br /> 32 Q o U 32 <br /> C/) LLJ4 <br /> 30 PG Cn <br /> 30 <br /> +0.340% —0. 193% —0.092% <br /> 28 0.042% <br /> OG — 28 <br /> 26 _ 26 <br /> 24 24 <br /> 22 22 <br /> „F„ LINE PROFILE <br /> 20 _ LOWER SACRAMENTO ROAD 20 <br /> LO Ln00 C � X00 , NaCJ i, 1r� � Oy � d � O � I � O) N , C-4 N � N00 NO <br /> 06 06 06 Cd __ N r7 N N _ O O O N <br /> N N N N N N N N NCd 06 Cd 06 00 � N 0� N � N m N D7 N O) CN N � N O N Q) � � 0) � 0) O � � � 0) <br /> N N CN N _ N N N _ N N N NN NN NN NN NN N <br /> 105+50 106+00106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111 +00111 +50 112+00 ' 112+50 113+00 113+50 ' 114+00 ' 114+50 ' 115+00 115+50_ 116+00 116+50 117+00 <br /> HARN EY LAN E — „ H „ LINE <br /> AC OVERLAY >coo > co > N <br /> SEENd- <br /> CONSTRUCTION DETAILS _ m N > W <br /> o O O '`� '� <br /> 00 K) + ++ + m c5 o cD co <br /> 6) f` � I` # QO O w 0 Ld W O I ) _ > 1- 00 r1- <br /> n O C) Ln O O > __ W 00 6 00 <br /> CL6C3 N Z fp >� M + N + <br /> (~n OW cODW OW + N N <br /> 34 C _ z a v 200, VC' w CD w 34 <br /> crow Qw �3 � v ro <br /> + <br /> 32 48Ln0 _� k�' 100' VC X3.5 _ v 32 <br /> ry � � o PG <br /> 30 <br /> o N QCf) o 30 <br /> 28 PG V) +0.579% OG __ — — 28 <br /> +0.22'8% - - - - - — — _ — <br /> 26 Tl OG 26 <br /> o <br /> 24 > 'n <br /> PROFILE PROFILE N 24 <br /> o <br /> 22 ro > 22 <br /> O a) <br /> ro W <br /> 20 20 <br /> � 0 � � 000 ,� O _ � N LO 00 � � r'9 � f` 00 � d7 � OM NO CO <br /> N r . � . 0 . n N f� O Ln c0 N ' <br /> r � 00 r7 N 00 cc 00 00 00 <br /> N NN ' NN NN , NCV _ N N N _ N N _ NN NN NN <br /> 600+50 601 +00 601 +50 602+00 602+50 603+00 603+50 604+00 604+50 605+00_ 605+50 , 606+00 606+50 , 300+00 300+50 301 +00 ' 301 +50 ' 302+00 2 00 302+_50 303+00303+50 30.4.+00__ <br /> EXISTING LOWER SACRAMENTO ROAD „ Q „ LINE ALBERG ROAD „A" LINE <br /> ROFESS/0 <br /> - REGISTERED CIVIL ENGINEER <br /> ICHAEL A. SANCHEZ <br /> 5/20/2005 No. C60254 _ a <br /> PLANS APPROVAL DATE * Exp. 06-30-06 <br /> Quincy Engineering, Inc. J, CIVIL <br /> 3247 Ramos Circle lF 4F CpUF�� <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> M. SANCHEZ 4/30/05 �- Y--,e COUNTY OF SAN JOAQUIN SCALE: H 1 =40 LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br /> N. CLARK 5/18/05 MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 �--,e �� Slzs v 1 +P=41 PROFILE P-3 HARNEY CURVE PROJECT 18 96 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3 <br /> b SCALE IS IN INCHES I I I s166rp1.dwg, Thu, 19 May 2005 - 1 :17pm, mikek <br />