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PLANING ROADWAY SURFACING <br />EMULSION <br />Location <br />Quantity <br />(SQYD) <br />Sta 7+75 to Sta 17+40 <br />Quantity (SQYD) <br />2,573 <br />(Begin Conform to <br />W/O EI Dorado) <br />Sta 22+60 to <br />Sta 22+60 to Sta <br />28+88 <br />1,675 <br />(E/O EI Dorado to <br />W/O RR Tracks) <br />& Rt) <br />Sta 29+32 to Sta <br />64+43 <br />9,363 <br />(E/O RR Tracks to <br />W/O RR Tracks) <br />27+81 <br />Sta 64+59 to Sta <br />106+00 <br />11,043 <br />(E/O RR Tracks to <br />106+00) <br />to <br />Sta 106+00 to Sta <br />109+29 (CAD Area) <br />1,880 <br />155 <br />Total <br />26,534 <br />ADJUST FRAME AND COVER (MONUMENT) <br />Location Quantity (EA) <br />Sta 38+66 (@ IP W/McKinley Street) 1 <br />SHOULDER BACKING <br />Location Quantity (TON) <br />Sta 7+75 to Sta 109+29 Total 98 <br />ASPHALTIC <br />EMULSION <br />(FOG SEAL <br />COAT) <br />Location <br />Quantity LF <br />Quantity (SQYD) <br />Sta 7+75 to Sta 17+40 (Lt <br />& Rt) <br />858 <br />Sta 22+60 to <br />Sta 28+88 (Lt <br />& Rt) <br />558 <br />Sta 29+32 to <br />Sto 64+43 (Lt <br />& Rt) <br />3,121 <br />Sta 64+59 to <br />Sta 106+00 (Lt & Rt) <br />3,681 <br />Sta <br />27+81 <br />Total <br />8,218 <br />GEOSYNTHETIC PAVEMENT INTERLAYER <br />(PAVING FABRIC) <br />Location Quantity (SQYD) <br />Sta 7+76 to Sta 17+39 2,354 <br />Sta 22+61 to Sta 28+87 1,530 <br />Sta 29+33 to Sta 64+42 8,578 <br />Sta 64+60 to Sta <br />Total <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Dan jCam6i'm 6/2020 r <br />Location <br />PAVEMENT <br />MARKINGS <br />Marking <br />Quantity (EA) Quantity (SQFT) <br />Quantity LF <br />Detail 22: (Double <br />Solid Yellow) <br />KEEP <br />Sta <br />7+75 <br />to <br />Sta <br />17+40 <br />2 <br />54 <br />1,930 <br />Sta <br />22+60 <br />to <br />Sta <br />27+81 <br />3 <br />96 <br />1,042 <br />Sta <br />28+31 <br />to <br />Sta <br />28+85 <br />5 <br />155 <br />108 <br />Sta <br />29+45 <br />to <br />Sta <br />38+34 <br />2 <br />41 <br />1,778 <br />Sta <br />38+93 <br />to <br />Sta <br />42+22 <br />2 <br />36 <br />658 <br />Sta <br />42+85 <br />to <br />Sta <br />45+80 <br />2 <br />123 <br />590 <br />Sta <br />46+60 <br />to <br />Sta <br />53+47 <br />TOTAL 1,170 <br />1,374 <br />Sta <br />54+10 <br />to <br />Sta <br />63+57 <br />3 <br />126 <br />1,894 <br />Sta <br />64+06 <br />to <br />Sta <br />64+32 <br />TOTAL 192 <br />52 <br />Sta <br />64+70 <br />to <br />Sta <br />77+10 <br />2 <br />46 <br />2,480 <br />Sta <br />77+61 <br />to <br />Sta <br />109+28 <br />2 <br />6,334 <br />Detail <br />276: <br />(Fog Line) <br />237 <br />TOTAL <br />18,240 <br />Sta <br />7+75 <br />to <br />Sta <br />17+40Lt <br />& Rt) <br />1 ,930 <br />Sta <br />22+60 <br />to <br />Sta <br />28+71 <br />Lt) <br />611 <br />Sta <br />22+60 <br />to <br />Sta <br />27+08 <br />Rt <br />448 <br />Sta <br />28+51 <br />to <br />Sta <br />28+97 <br />Rt <br />46 <br />Sta <br />29+20 <br />to <br />Sta <br />37+98 <br />Lt <br />878 <br />Sta <br />29+49 <br />to <br />Sta <br />38+12 <br />Rt) <br />863 <br />Sta <br />39+41 <br />to <br />Sta <br />42+00 <br />Lt) <br />259 <br />Sta <br />39+16 <br />to <br />Sta <br />41+94 <br />Rt) <br />278 <br />Sta <br />42+85 <br />to <br />Sto <br />45+80 <br />Lt & Rt) <br />590 <br />Sta <br />46+75 <br />to <br />Sta <br />53+46 <br />Lt) <br />671 <br />Sta <br />46+85 <br />to <br />Sta <br />53+46 <br />Rt) <br />661 <br />Sta <br />54+33 <br />to <br />Sta <br />64+29 <br />Lt) <br />996 <br />Sta <br />54+18 <br />to <br />Sta <br />63+27 <br />Rt) <br />909 <br />Sta <br />64+25 <br />to <br />Sta <br />64+59 (Rt) <br />34 <br />Sta <br />64+45 <br />to <br />Sta <br />76+98 (Lt) <br />1,253 <br />I Sta <br />64+73 <br />to <br />Sta <br />109+29Rt) <br />4,456 <br />Sta <br />77+84 <br />to <br />Sta <br />109+09 <br />Lt) <br />3,125 <br />TOTAL <br />18,008 <br />Detail 27C: <br />(Extension Line 0 Intersections) <br />Sta <br />27+08 <br />to <br />Sta <br />28+51 (Rt) <br />143 <br />Sta <br />37+98 <br />to <br />Sta <br />39+41Lt) <br />143 <br />Sta <br />38+12 <br />to <br />Sta <br />39+ 16 <br />Rt) <br />104 <br />Sta <br />42+00 <br />to <br />Sta <br />42+74(Lt) <br />74 <br />Sta <br />41+94 <br />to <br />Sta <br />42+68(Rt) <br />74 <br />Sta <br />53+58 <br />to <br />Sta <br />54+33 <br />Lt) <br />75 <br />Sta <br />53+62 <br />to <br />Sta <br />42+17 (Rt) <br />55 <br />Sta <br />63+27 <br />to <br />Sta <br />64+25 <br />Rt) <br />98 <br />Sta <br />76+98 <br />to <br />Sta <br />77+84 <br />Lt) <br />86 <br />TOTAL <br />852 <br />PROJECT <br />TOTAL: <br />37,100 <br />8" THERMOPLASTIC TRAFFIC STRIPE <br />Location Detail No. Quantity(LF) <br />Channelizing Q Airport Way (Detail 38) 157 <br />Channelizing @ Airport Way (Detail 38) 108 <br />TOTAL 265 <br />NO SCALE I SUMMARY OF QUANTITIES <br />DATE CHECKED DATE <br />L!'t. . 5 4- t Y/ta <br />THERMOPLASTIC <br />PAVEMENT <br />MARKINGS <br />Marking <br />Quantity (EA) Quantity (SQFT) <br />White Markings: <br />KEEP <br />2 <br />48 <br />CLEAR <br />2 <br />54 <br />STOP <br />4 <br />88 <br />SIGNAL <br />3 <br />96 <br />XING <br />2 <br />42 <br />AHEAD <br />5 <br />155 <br />35 <br />2 <br />35 <br />45 <br />2 <br />41 <br />50 <br />2 <br />48 <br />PED <br />2 <br />36 <br />RR Crossing Symbol <br />4 <br />280 <br />Crosswalk Line (12" <br />White) <br />2 <br />123 <br />Limit Line (12") <br />8 <br />124 <br />TOTAL 1,170 <br />Directional Arrows: <br />Turn Arrow Type III <br />3 <br />126 <br />Type V Turn Arrow <br />2 <br />66 <br />TOTAL 192 <br />Yellow Markings: <br />SLOW <br />2 <br />46 <br />SCHOOL <br />2 <br />70 <br />XING <br />2 <br />42 <br />Crosswalk Line (12" <br />Yellow) <br />4 <br />237 <br />TOTAL 395 <br />PROJECT <br />TOTAL: 1,757 <br />PAVEMENT MARKER <br />Location Quantity (EA) <br />Type D Two—Way 792 <br />FRENCH CAMP ROAD RESURFACING <br />1,190' West of EI Dorado Street to Airy( <br />WESS/<� <br />ZIP <br />No. 83958 <br />SI VI\- <br />O�\�p��Q <br />F CP <br />Awni Taha <br />RCE 83958 <br />Sheet No. <br />Way 7 of 7 <br />