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G <br />53+00 <br />� � <br />III �G x0O <br />I <br />MAIN STREET <br />54+00 55+00 56+00 <br />r. irnri i rmr�mr i rrm i�an/��n/imr//n//� <br />W <br />lf�l <br />`W <br />W <br />0 <br />M <br />Q <br />z <br />z <br />W <br />J <br />zJ <br />o0 <br />0 <br />L <br />U z <br />U <br />Q <br />O <br />z <br />�o <br />J <br />II Q0 00 <br />f - <br />oQ <br />O <br />Q <br />Ucf) <br />O <br />V <br />U <br />Lc� <br />04 <br />G <br />53+00 <br />� � <br />III �G x0O <br />I <br />MAIN STREET <br />54+00 55+00 56+00 <br />r. irnri i rmr�mr i rrm i�an/��n/imr//n//� <br />(lilt IC( T CF) T(1 CVICTINH- KA A NILI(ll C <br />57+00 <br />N72°05'44" E <br />O W N <br />Z 00 Ln <br />N <br />X D <br />W (n D <br />o <br />wo Ln <br />>z m> <br />OQ �z <br />zm 4 <br />C r_' U (LJO <br />INTERSECTION PLAN <br />1" = 20' <br />goo+% 3 109. IF--- <br />TIF <br />9 <br />cn <br />N <br />58+00 <br />ncV <br />lf�l <br />G <br />� <br />W <br />0 <br />M <br />O <br />N <br />N <br />N <br />Ln <br />N <br />L <br />-o <br />0 w <br />z <br />N <br />w <br />II Q0 00 <br />~ <br />F— <br />+ <br />cn <br />0 <br />-t <br />X D <br />Lc� <br />04 <br />z Un <br />m <br />> <br />zo <br />uz <br />>z <br />F - <br />O Q <br />: <br />(LL <br />O <br />nefU <br />(lilt IC( T CF) T(1 CVICTINH- KA A NILI(ll C <br />57+00 <br />N72°05'44" E <br />O W N <br />Z 00 Ln <br />N <br />X D <br />W (n D <br />o <br />wo Ln <br />>z m> <br />OQ �z <br />zm 4 <br />C r_' U (LJO <br />INTERSECTION PLAN <br />1" = 20' <br />goo+% 3 109. IF--- <br />TIF <br />9 <br />cn <br />N <br />58+00 <br />ncV <br />lf�l <br />W <br />0 <br />M <br />O <br />� <br />N <br />cn <br />O <br />N <br />O� <br />-o <br />0(_0 <br />z <br />x <br />w <br />II Q0 00 <br />N <br />I- <br />cn <br />0 <br />1 END OF CURB <br />= F— <br />(lilt IC( T CF) T(1 CVICTINH- KA A NILI(ll C <br />57+00 <br />N72°05'44" E <br />O W N <br />Z 00 Ln <br />N <br />X D <br />W (n D <br />o <br />wo Ln <br />>z m> <br />OQ �z <br />zm 4 <br />C r_' U (LJO <br />INTERSECTION PLAN <br />1" = 20' <br />goo+% 3 109. IF--- <br />TIF <br />9 <br />cn <br />N <br />58+00 <br />ncV <br />SEE DETAIL BELOW <br />123 <br />OT i Or <br />I <br />61+100 62+00 <br />t` <br />lf�l <br />W <br />M <br />Q <br />II� <br />_ <br />--( <br />W <br />z <br />x <br />w <br />N <br />/ <br />Q <br />0 <br />1 END OF CURB <br />04 <br />I <br />F- <br />0) <br />-14-o <br />62+22.77 <br />SEE DETAIL BELOW <br />123 <br />OT i Or <br />I <br />61+100 62+00 <br />t` <br />I <br />PLAN i <br />1" = 40' SEE SHEET 3.04 <br />NOTES: <br />1. SEE SHEET 3.01 FOR GENERAL NOTES. <br />2. SEE SHEET 7.02 FOR ALL SAWCUT ANGLE POINTS. <br />3. SEE SHEETS 5.01 THROUGH 5.04 FOR SIGNALIZATION AND STRIPING. <br />4. SEE SHEET 3.04 FOR WAGNER AVE INFORMATION. <br />CONSTRUCTION NOTES <br />U VERTICAL CURB PER COUNTY OF SAN JOAQUIN STANDARD <br />DRAWINGS NO. CW -C7. <br />SEE DETAIL D ON SHEET 7.01 FOR HANDICAP RAMP DETAIL. <br />❑3 66 LF 12" SD @ S = 0.0050 <br />WEDGE GRIND WITH VARIABLE THICKNESS AC OVERLAY (0.12' MINIMUM) <br />SEE THIS SHEET FOR WEDGE GRIND AND OVERLAY DETAIL. <br />CENTERLINE AND STATIONING LINE INTERSECTION <br />28+47.85 WAGNER AVENUE <br />60+00 EAST MAIN STREET <br />CURVE TABLE <br />CURVE LENGTH RADIUS DELTA <br />C9 61,99' 39.5' 89°55'16" <br />C10 62,10' 39.5' 90°04'44" <br />REMOVE AND REPLACE <br />UNIFORM 0.125' GRIND <br />5' 0-20' <br />N UNIFORM REMOVE AND <br />GRIND REPLACE <br />O <br />0.80% 0.80% <br />QROFESS/ONq <br />O <br />c� <br />No-, <br />EXP. 03-31-08 <br />s�qT C V\ <br />F OF CA��FO <br />y <br />Ln <br />N <br />O <br />m <br />D i Q <br />EXISTING co <br />� EDGE OF <br />< PAVEMENT <br />GRIND, OVERLAY, AND REPLACEMENT <br />INTX. MAIN & WAGNER <br />NTS <br />c <br />w <br />w <br />o <br />U � c� � <br />z LL_ W <br />0 a_ <br />0 <br />U X U <br />Cn w <br />5' <br />GRIND <br />(0.125') 2% <br />�-SAWCUT AND REMOVE <br />EXISTING PAVEMENT <br />TYPICAL SAWCUT SECTION <br />MAIN STREET <br />NTS <br />ROADWAY WIDENING - EAST MAIN <br />P-5 <br />Z <br />0 <br />M <br />_ <br />--( <br />x <br />w <br />N <br />/ <br />0 <br />1 END OF CURB <br />04 <br />F- <br />0) <br />62+22.77 <br />F - <br />O <br />32.00' RT <br />m <br />V) <br />o <br />PROPOSED <br />o <br />o <br />FUTURE DEVELOPMENT <br />WILHELMINA HENRY i <br />w <br />F - <br />0 <br />BY OTHERS <br />II <br />ELEMENTARY SCHOOL <br />w <br />0 <br />LEGEND: <br />3 <br />M <br />m <br />SAW CUT ------ <br />I <br />PLAN i <br />1" = 40' SEE SHEET 3.04 <br />NOTES: <br />1. SEE SHEET 3.01 FOR GENERAL NOTES. <br />2. SEE SHEET 7.02 FOR ALL SAWCUT ANGLE POINTS. <br />3. SEE SHEETS 5.01 THROUGH 5.04 FOR SIGNALIZATION AND STRIPING. <br />4. SEE SHEET 3.04 FOR WAGNER AVE INFORMATION. <br />CONSTRUCTION NOTES <br />U VERTICAL CURB PER COUNTY OF SAN JOAQUIN STANDARD <br />DRAWINGS NO. CW -C7. <br />SEE DETAIL D ON SHEET 7.01 FOR HANDICAP RAMP DETAIL. <br />❑3 66 LF 12" SD @ S = 0.0050 <br />WEDGE GRIND WITH VARIABLE THICKNESS AC OVERLAY (0.12' MINIMUM) <br />SEE THIS SHEET FOR WEDGE GRIND AND OVERLAY DETAIL. <br />CENTERLINE AND STATIONING LINE INTERSECTION <br />28+47.85 WAGNER AVENUE <br />60+00 EAST MAIN STREET <br />CURVE TABLE <br />CURVE LENGTH RADIUS DELTA <br />C9 61,99' 39.5' 89°55'16" <br />C10 62,10' 39.5' 90°04'44" <br />REMOVE AND REPLACE <br />UNIFORM 0.125' GRIND <br />5' 0-20' <br />N UNIFORM REMOVE AND <br />GRIND REPLACE <br />O <br />0.80% 0.80% <br />QROFESS/ONq <br />O <br />c� <br />No-, <br />EXP. 03-31-08 <br />s�qT C V\ <br />F OF CA��FO <br />y <br />Ln <br />N <br />O <br />m <br />D i Q <br />EXISTING co <br />� EDGE OF <br />< PAVEMENT <br />GRIND, OVERLAY, AND REPLACEMENT <br />INTX. MAIN & WAGNER <br />NTS <br />c <br />w <br />w <br />o <br />U � c� � <br />z LL_ W <br />0 a_ <br />0 <br />U X U <br />Cn w <br />5' <br />GRIND <br />(0.125') 2% <br />�-SAWCUT AND REMOVE <br />EXISTING PAVEMENT <br />TYPICAL SAWCUT SECTION <br />MAIN STREET <br />NTS <br />ROADWAY WIDENING - EAST MAIN <br />P-5 <br />Z <br />0 <br />M <br />CK <br />U <br />w <br />0 <br />F- <br />F - <br />m <br />V) <br />w <br />F - <br />Q <br />0 <br />w <br />0 <br />3 <br />M <br />m <br />o <br />L <br />0 <br />Z <br />w <br />~ <br />U <br />w <br />0Q <br />U <br />U) <br />� <br />o <br />Q <br />cf) <br />N <br />Q Zi <br />O <br />0 <br />Q <br />M <br />M <br />N <br />N <br />M <br />U <br />J <br />QM <br />LD <br />W <br />Z <br />Z <br />w <br />J <br />-iI <br />Z Q <br />r� <br />U <br />w0� <br />J N ~ <br />z <br />0 <br />0 <br />a <br />Ef <br />cn n <br />I <br />N <br />0) <br />N <br />m <br />_ <br />o04 <br />N � D <br />N <br />W L <br />HLn <br />m X <br />Qa <br />W <br />Q O <br />z N <br />�M� <br />LEoQl <br />_ Q� <br />N <br />r7U1) <br />O C � <br />N <br />LJ <br />z <br />0 <br />a <br />V <br />a <br />z <br />ar <br />O <br />ILLJ <br />J O Q <br />O O v <br />O+ <br />U <br />C0 O <br />>_~ <br />co j O <br />a Q Lo z <br />a z T- 0 <br />III-- LC) ¢O <br />W <br />2 W z <br />W cl) <br />O <br />� <br />�. 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