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Ln <br /> Ln R= 1190' (Rt) <br /> SEE CONSTRUCTION DETAILS <br /> +4% m Lt ETW +4 � +4% <br /> +2% _ <br /> 0 Lt <br /> o +2% <br /> AXIS OF ROTATION "F" LINE - EP & Shid +2 w <br /> -2% — — — m <br /> -4% -2% <br /> Rt EP & Shld -2 CC) Lt S'hld -2' w 4% <br /> RtETW & Shld -4 V) <br /> 34 _ SUPERELEVATION + <br /> `n 34 <br /> Ln <br /> 32 BEGIN CONSTRUCTION cd <br /> 32 <br /> SAWCUT & CONFORM <br /> 30 531+50 <br /> w z 30 <br /> 28 - - - - - - - — _ - � � — '- - - - - - - - - - - - - - - - - - - - - - - - ',— rt — ,— <br /> -0. 160% PG <br /> 28 <br /> 26 0G — �- - — Q <br /> 26 <br /> 24 <br /> 24 <br /> 22 PROFILE 22 <br /> 20 <br /> 20 <br /> N N N O N N — N N N _ __ c0 <br /> N p � p p per , poo `LNO , ON � � <br /> 06 0 . L � � NO <br /> � � � � 00 00 OC1 _ 00 00 00 00 00 _ e(1 op p0 00 op _ � _ � __ � _ � • <br /> N N N N N N N N N N N N N N N N N N CN CN N � NN , Nom ' <br /> +00 526+50 527+00_2 00 527+50_ 528+00 528+50 529+00 529+50 , 530+00 3 0 530+50 531 +00 531 +50 ' 532+00 ' 532+50 533+00 533+50 ......534+00 ' 534+50 535+00 3 535+50 536+00 536+50 537+00 537+50 ' <br /> 0 <br /> + <br /> R= 1190'' (Rt) <br /> Ln <br /> +4% Lt ETW +4 w <br /> +2% <br /> -�4% <br /> 0AXIS OF ROTATION - „F„ LINE +2% <br /> -2% — — — - 0 <br /> -4% Lt Shld' -2 -2% <br /> -4% <br /> Li Rt ETW & Shld -4 LO rn <br /> D + _ + + + N <br /> 34 w M SUPERELEVATION <br /> N LO `n ,nLn <br /> 00. <br /> 0 34 <br /> w w cn__ <br /> 32 p <br /> 30 0 r°� w 543+25.96 PG 32 <br /> Ln Elev 29.53 +0.242% 30 <br /> 28 `n - - - -- <br /> / — OG- - - - - _ — — � \ <br /> Ln 28 <br /> LL- <br /> 26 w <br /> w 26 <br /> Z J.. <br /> 24 � ►,� E, NL_Y v 24 <br /> Q �b v <br /> 22 !/ <br /> PROFILE „ Q <br /> E,� LINE 22 <br /> 20 EXTENSION ROAD <br /> 20 <br /> (0 O00 � O � N � � c0 X00 .— rq Ln � ' � , � n LnN r LO (0 C . 00 5) 114- N � � � � Cn Ln O r 00 � 0) N r� � � �n X 00 Q N 1-tO � ,, U-) c0 , <br /> a0 CO o0 00 00 CO CO 00 a0 CO 6 00 rn 006 , CO rn p O rn11�11� . <br /> NN NN , NN NN NN NN NN N_N NN NN NN , NN_ Nay , NN NN NM CN N N � NO NO NO Np N � <br /> N} NO <br /> 538+00 ' 538+50 ', + <br /> 3 539 00 539+50 540+00 540+50 ' 541 +00 ' 541 +50 ' 542+00 542+50 , 543+00_' 543+50 544+00 544+50 545+00 545+50 546+00 546+50 <br /> , 547+00 547+50 , 548+00 ' 548+50 549+00 549+50 <br /> P(taFESSIpNq! <br /> LOWER SACRAMENTO ROAD - „ F1, LINE <br /> REGISTERED CIVIL ENGINEER <br /> W ICHAEL A. SANCHEZ m <br /> 5/20/2005 No. C60254 <br /> PLANS APPROVAL DATE * Exp. 06-30-06 <br /> sI �P <br /> Quincy Engineering, Inc. q CIVIL � <br /> 13 3247 Ramos Circle <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> M. SANCHEZ 4/30/05SHEET TOTAL <br /> ��,[[���� 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 COUNTY OF SAN J OAQ U I N V 1 "=4' PROFILE & SUPERELEVATION� P-1 HARNEY CURVE PROJECT 16 96 <br /> FILE NAME DRAWER SHEET NQ. 1 ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3 <br /> '^ . SCALE IS IN INCHES I I sl66rpl .dwg, Thu, 19 May 2005 - 1 :15pm, mikek <br />