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32 <br />32 <br />I <br />30 <br />28 <br />26 <br />24 <br />22 <br />J cr- 20 <br />Q. 0- <br />C30 (z), <br />ei <br />00 18 <br />PVI Sta: 62+50.00 <br />PVI EIev: 27.45 <br />K: 201.19 <br />LVC: 300.00 <br />................................._ HIGH _PT Sta: 62+50.92 <br />. <br />HIGH PT EIev: 26.89 <br />PFL Lt <br />NOTE: <br />FOR TYPE "F" VERTICAL CURB & APRON, <br />TOP OF CURB EIev=PG+0.56', UNLESS <br />OTHERWISE NOTED. <br />......................................... ...... ......... ......................... <br />CHECK DAM <br />3 <br />PFL Lt & Rt <br />PVI Sta: 66+50.00 <br />PVI EIev: 24.49 <br />K: 201.54 <br />LVC: 200.00 <br />)W PT Sta: 66+99.34 <br />LOW PT Eev: 24.67 <br />or- <br />O4 <br />U-) N <br />+ <br />� W <br />(0 V <br />M. N <br />30 <br />�4:- <br />24 <br />22 <br />20 J Of <br />Q_ a <br />C3j C_�' <br />®® <br />18 00 <br />o 0- 62+00 +50 63+00 +50 <br />64+00 +50 65+00 +50 66+00 +50 67+00 +50 68+00 0 a- <br />Q.> PROFILE "LSR" LINE <br />15 <br />N►o O O <br />t I <br />rn'vi piM Ili <br />N'N N N N <br />I I � 0) 0);M �� <br />: 00 00 00 co ca L i po to o <br />to CQ In CO er c0 It .c0 4 ui <br />04. ON! NN N;N N',N N N <br />W� <br />J <br />059-030-02 o;-��r��. E <br />CURVE TABLE: ALIGNMENTS <br />No. <br />RADIUS <br />0 <br />TANGENT <br />LENGTH <br />C4 <br />5000.00' <br />000' 05' 52.05" <br />4.27' <br />8.53' <br />N'N <br />04 N <br />w'to <br />( N <br />4 : ui <br />46 <br />N'N <br />N N <br />Vert: 1 "=2' <br />N N <br />N;N <br />N3N <br />...... <br />N' N <br />(N 04 <br />N N <br />NON <br />04104 <br />NdN <br />^ N� ^ BEGIN EARTH BEGIN EARTH DITCH Lm <br />O <br />,- ri <br />ROL POINT <br />63+61.73, <br />IMPROVEMENT <br />TO <br />a O LSR 62+14 Rt RESET BEGIN MBGR, TERMINAL SYSTEM SRT, J � O MATCH (EE),TSEE DRAWING SC-1 1 1 END "EARTH DITCH, 49.00' Rt 15 OTHERS, SEES NOTES8ONRCP BY <br />25 LF MBGR, TERMINAL SYSTEM SFT >- " n <br />W <br />LSR 63+17 79 51 50 Lt BEGIN UTILITY AREA DRAWING CS-7 �ES <br />uj <br />••• •• <br />N 2 "LSR" 63+43.09, 51.50' Rt X © FL, BEGIN EARTH DITCH 1 "LSR" 63+88.22, 49.00' Rt 16 REMOVAL OF 24" RCP BYPAPWPOM <br />'• <br />I., <br />FL, BEGIN EARTH DITCH © END UTILITY AREA, O OTHERS, SEE NOTES ON n <br />0 CL <br />REMOVE (E) CONCRETE STRUCTURE BEGIN EARTH DITCH DRAWING CS-7 Yoshim ra : r+, DEPARTMENT OF PUBLIC WORKS <br />C 7 483 <br />�, O REMOVE (E) MBGR No. / SAN JOA UIN COUNTY CALIFORNIA <br />® REMOVE (E) MBGR 13 "LSR" 67+49.83, 49.00' Rt Q RESET CONTROL POINT M21 TO 2329 Goteway Ooks Drive Ex 06 30/15 ; Q <br />® LSR 62+34 Lt END EARTH DITCH, MATCH (E), SEE DRAWING SC-1 5ACRAMENTO, CAL/FORN/A 958JJ �c •. P * � <br />O PROTECT (E) CULVERT & FES BEGIN UTILITY AREA Te%. 916-567-2500 •. CIVIL <br />BEGIN MBGR, TERMINAL SYSTEM <br />MBGR, TERMINAL SYSTEM S T, 18 "LSR„ 62+15.61, 44.00' Lt Fox 916-925-3517 'M••.••••'•• <br />N O � ` <br />F CONFORM VI <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE ��� SCALE: 1 "=20' ROADWAY LAYOUT LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET <br />SHEETS <br />A. MacGREGOR s/14 COUNTY OF SAN J O A Q U I N <br />R. TORADO 6/14 R. YOSHIMURA 6/14 C. K. HOLT 6/14 ON ORIGINAL SCALE DIMENSIONS IF THIS DOES ADJUST <br />o '° 20 40 "LSR" 62+00 to 68+00 EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 19 87 <br />