Laserfiche WebLink
NOTES: <br />1. <br />LINE / CURVE TABLE INFORMATION REFERS TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. <br />2. <br />FOR TYPICAL CROSS SECTIONS, SEE SHEET X-1. <br />3. <br />FOR CONFORM LIMITS, CONTRACTOR TO VERIFY LOCATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. <br />m <br />4. <br />FOR GRADING INFORMATION, SEE GRADING SHEETS, <br />�Alll <br />5. <br />FOR CONSTRUCTION DETAIL INFORMATION, SEE SHEET CD -1. <br />6. <br />ALL EXISTING UTILITIES NOT MARKED TO BE REMOVED OR RELOCATED SHALL BE PROTECTED IN PLACE. <br />ANY DAMAGE THAT MAY OCCUR TO SUCH UTILITIES SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S <br />EXPENSE. <br />7. <br />ANY FRONTAGE LANDSCAPE & IRRIGATION IMPROVEMENTS NOT MARKED TO BE REMOVED OR RELOCATED SHALL BE <br />PROTECTED IN PLACE, ANY DAMAGE THAT MAY OCCUR TO SUCH IMPROVEMENTS SHALL BE REPAIRED OR <br />REPLACED AT <br />W i <br />CONTRACTOR'S EXPENSE, <br />5 <br />8. <br />CONTRACTOR TO VERIFY IN THE FIELD IF TREES NEED TO BE TRIMMED OR REMOVED INORDER TO COMPLETE CONSTRUCTION ACTIVITIES. <br />IF TREES NEED TO BE TRIMMED OR REMOVED, CONTRACTOR TO INFORM ENGINEER PRIOR TO TRIMMING OR <br />REMOVING TREES. <br />9. <br />AT CROSSWALK LOCATIONS, AC DIKE ENDS SHALL TRANSITION FROM 6" TO 0" IN 5 FEET, <br />10. <br />PROTECT, RAISE, AND/OR CLEAN EXISTING UTILITY BOXES/VALVES AND MANHOLE COVERS AFTER SLURRY <br />SEAL IS COMPLETED. <br />PR R/W <br />11.00' LT "L1" 66+95..2 12.00' LT "L1" 66+95.92 <br />BEG AC PVMT BEG AC PVMT 13.55' LT "L1" 67+45.89 <br />CONFORM <br />----- RELOCATE <br />2' CHOKER-] <br />Exist. A1L69X---------------- <br />"L1" 66+50 00 POT <br />2,67+00 .,' 14.97 RT 68+00 <br />"L1" 67+45.89' <br />RAW <br />13.16' RT "L1' 66+82.70 C3 X <br />12.16' RT "L1' 66+82.70 BEG AC PVMT <br />BEG AC PVMT "Ll" + <br />CONFORM "L1" 67+95.49 BC <br />fF <br />C1 — <br />LEGEND: <br />® ROADWAY PVMT [7" AC, 26" AB (CI 2), SEG (TYPE B1)] <br />GRIND AC AND AC OVERLAY [0.17' MIN AC (TYPE A)] <br />SLURRY SEAL (ENTIRE ROADWAY WIDTH) <br />2„ AC PAVEMENT <br />-------- CHOKER HINGE POINT <br />R AB E FOR SHEET - <br />CURVE RADIUS LENGTH TANGENT DELTA <br />Cl 10' 11.11' 6.21' 63'39'03" I <br />C2 10' 12.66' 7.34' 72'32'33 <br />C3 9' 13.96' 8.83' 88'53'13" <br />C4 7 11.13' 7.14' 91'06'47" I <br />I <br />PR R_/W_ <br />-- -- -- -- -- -- <br />RELOCATE CD -1 17.00' LT "L1" 70+56.20 N <br />Exist MAILBOXES 20.00' LT "L1" 72+16.21 J <br />- _ R�W 1I- <br />--- -- -- -- - -- -- - -- -- -- -- -- W <br />-------- LL! <br />B RT 21.00' LT "L1 71+94 72 2' <br />Sflt54 TI B� _- ' LAMMERS Rb.../' <br />00 2418 E 1831 69: -- ---=2 W <br />17.78T RT--- — — -i— - {-=— - = 1--- - f— - --F- V7 <br />Jill <br />6 0 L1" LINE 70+00 71+00 72+00 <br />"L1" 68+90.62 EC 21.00'. LT "L7" 71+58 89, W <br />- <br />2' Z <br />oil <br />__ _ _ __ __ __ __ r _------ V <br />X 18.46' RT "L1" 69+25.62 4 --------------------------- <br />C2 END AC DIKE TYPE A CD -1 - _ 25.00' LT "L1" 71+62.00 D RTWI <br />2 CHOKER <br />( ) 2 x 25.00' LT Q <br />CD -1 "L1" 71+90.66 I <br />O <br />18.07' RT "L1" 69+05.62 4 LA <br />BEG AC DIKE (TYPE A) CD- I+ <br />24.60' RT "L1" 68+80.95 BC Of <br />22.82' RT <br />"L1" 68+E <br />CONFORM <br />>AWCUT <br />68+64.24 <br />EC <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />APPROVED AS 'ENCROACHMENT PERMIT PLAN SET' <br />APPROVED FOR WORK 1MTHIN COUNTY RIGHT-OF-WAY ONLY <br />A�r.FPTFn• <br />DATE <br />RCE NO.: EXP. DATE: <br />ENCROACHMENT CAIS <br />PERMIT NC.: <br />ISSUED: <br />m <br />m <br />�Alll <br />y <br />sm <br />E <br />W i <br />5 <br />z <br />mn <br />�mnIII <br />un <br />m <br />m <br />y <br />sm <br />E <br />W i <br />5 <br />z <br />D <br />O <br />SHEET <br />L-1 <br />4 <br />OF 12 SHEETS <br />