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Cn <br />Iz <br />O <br />W 0 U U U ti <br />O 1D <br />LLJ 34' <br />1 /'�- Existing C&G <br />(to remain in place) <br />(Typ both sides) <br />�Corrections ey �VVIUU� <br />No Changes 9�► <br />Dans to -21-23 <br />Ant Person Using This Drawing Should Ver" <br />All InforMatI011 By Inspectino ThP 5fte U1+ ,AJ-" <br />R & R existing signal loops (9) <br />to be replaced with identical loop <br />type, placed in the same location <br />and Adjust Detector Hand Hole. <br />Note: Approximate location is <br />from Sta 10+12 to Sta 10+80 <br />TI..: , , . , ..I <br />Sta 17+84 Austin Road — <br />Q Const Sta 10+00 Kimberley Drive <br />n <br />AUSTIN <br />r � 17 <br />N 16 — _- <br />7, /7, - 7-, T//,,, <br />CT) Existing C&G-/ Cgtb pt ANE , 50'0 ., <br />Cn (to remain in place) <br />�uN��M'tEC <br />10+66 <br />COUNTY <br />II <br />0.17' <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />3/27/23 <br />w <br />w > <br />M <br />o <br />Y <br />EP <br />Base Bid <br />0.25' HMA Overlay <br />_ AC Dike (Type E) <br />/ -- (to remain in place) <br />— —, Fog Seal (Var width) <br />II/- Cold Plane 4' <br />Pavement---- <br />0.00' <br />-AC Dike (Type E) — — �ETW/Fog <br />+n nnrnriin in nlrirp) <br />l -- -- 0.00' <br />Cold Plane <br />Pavement <br />Fog Seal <br />14 Paved Frontage <br />(Var width) <br />- EP/Lip <br />0.25' HMA Overlay <br />txisung uacu— <br />(to remain in place) <br />LEGEND <br />■ Limits of Cold Plane Pavement <br />0.17' Depth of Cold Plane Pavement <br />Adjust Frame & Cover <br />(Monument) <br />Detector Handhole <br />R Conform to Existing Radii <br />REpt..1►c.E Pt -0-0 S*46- n' 4- <br />w1 Rtvisse S"&W'V- 4tR <br />N <br />18 —_ _I-ETW 20 N 49 <br />19 <br />47 <br />77' <br />HExisting C&G(to remain in place) ,� odz°' + U(, <br />� • .- " E <br />N <br />-0 0-0-0 > <br />�w mecca <br />cn w w a. <br />NO SCALE <br />DATE CHECKED <br />3/27/23 0,Y� <br />DATE <br />3/27/23 <br />0) <br />Ln <br />®• Loop Detector (Type D) <br />(remove and replace) <br />0 Existing Loop Detectors <br />(remove and replace) <br />Fog Sear f t. wKi.n'Z <br />PG&E Gas Valve <br />Water Valve <br />07 <br />ROAD <br />21 N <br />m <br />AUSTIN ROAD AND COMCONEX ROAD RESURFACING I Sheet No. <br />(State Route 120 to Louise Avenue; State Route 120 to North End) 4 of 8 <br />7'-0.25' <br />----0. <br />HMA Transition <br />+0 <br />�� <br />i� <br />0a dL +a <br />-_50'■ <br />i� <br />o 0 <br />O U,+ <br />O <br />Cn <br />U O <br />4'(TYP) <br />! a N <br />O <br />W 0 U U U ti <br />O 1D <br />LLJ 34' <br />1 /'�- Existing C&G <br />(to remain in place) <br />(Typ both sides) <br />�Corrections ey �VVIUU� <br />No Changes 9�► <br />Dans to -21-23 <br />Ant Person Using This Drawing Should Ver" <br />All InforMatI011 By Inspectino ThP 5fte U1+ ,AJ-" <br />R & R existing signal loops (9) <br />to be replaced with identical loop <br />type, placed in the same location <br />and Adjust Detector Hand Hole. <br />Note: Approximate location is <br />from Sta 10+12 to Sta 10+80 <br />TI..: , , . , ..I <br />Sta 17+84 Austin Road — <br />Q Const Sta 10+00 Kimberley Drive <br />n <br />AUSTIN <br />r � 17 <br />N 16 — _- <br />7, /7, - 7-, T//,,, <br />CT) Existing C&G-/ Cgtb pt ANE , 50'0 ., <br />Cn (to remain in place) <br />�uN��M'tEC <br />10+66 <br />COUNTY <br />II <br />0.17' <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />3/27/23 <br />w <br />w > <br />M <br />o <br />Y <br />EP <br />Base Bid <br />0.25' HMA Overlay <br />_ AC Dike (Type E) <br />/ -- (to remain in place) <br />— —, Fog Seal (Var width) <br />II/- Cold Plane 4' <br />Pavement---- <br />0.00' <br />-AC Dike (Type E) — — �ETW/Fog <br />+n nnrnriin in nlrirp) <br />l -- -- 0.00' <br />Cold Plane <br />Pavement <br />Fog Seal <br />14 Paved Frontage <br />(Var width) <br />- EP/Lip <br />0.25' HMA Overlay <br />txisung uacu— <br />(to remain in place) <br />LEGEND <br />■ Limits of Cold Plane Pavement <br />0.17' Depth of Cold Plane Pavement <br />Adjust Frame & Cover <br />(Monument) <br />Detector Handhole <br />R Conform to Existing Radii <br />REpt..1►c.E Pt -0-0 S*46- n' 4- <br />w1 Rtvisse S"&W'V- 4tR <br />N <br />18 —_ _I-ETW 20 N 49 <br />19 <br />47 <br />77' <br />HExisting C&G(to remain in place) ,� odz°' + U(, <br />� • .- " E <br />N <br />-0 0-0-0 > <br />�w mecca <br />cn w w a. <br />NO SCALE <br />DATE CHECKED <br />3/27/23 0,Y� <br />DATE <br />3/27/23 <br />0) <br />Ln <br />®• Loop Detector (Type D) <br />(remove and replace) <br />0 Existing Loop Detectors <br />(remove and replace) <br />Fog Sear f t. wKi.n'Z <br />PG&E Gas Valve <br />Water Valve <br />07 <br />ROAD <br />21 N <br />m <br />AUSTIN ROAD AND COMCONEX ROAD RESURFACING I Sheet No. <br />(State Route 120 to Louise Avenue; State Route 120 to North End) 4 of 8 <br />