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D <br />m <br />F_ <br />m <br />Z <br />0 <br />PAVEMENT MARKER (RETROREFLECTIVE) <br />Type Quantity (EA) <br />Type "D" Detail 6 45 <br />Type "D" Detail 19 41 <br />Type "H" Detail 19 81 <br />Type "D" Detail 22 1,881 <br />Total - 2,048 <br />:ywH U rr►:i Cmwtser t %, O (01 <br />4" <br />PAINT <br />TRAFFIC <br />STRIPE (1—COAT) <br />Type <br />Quantity (LF) <br />Sta <br />Quantity (LF) <br />White <br />Detail <br />27B <br />28,741 <br />White <br />Detail <br />27C <br />118 <br />Yellow <br />Detail <br />6 <br />2,105 <br />Yellow <br />Detail <br />19 <br />1,924 <br />Yellow <br />Detail <br />22 <br />22,550 <br />Total —4&,438 <br />Liq <br />E�►(.�N•tre-ERs E sr�t+r�� `� <br />COUNTY OF SAN <br />—DRAWN BY DATE <br />JOAQUIN <br />PROJECT ENGINEER <br />(f <br />6" RUMBLE STRIP <br />(ASPHALT CONCRETE PAVEMENT) <br />Location <br />4 ftp -1-1 1 <br />RUMBLE STRIP <br />CONCRETE PAVEMENT) <br />Location <br />+W q+88 <br />Quantity (LF) <br />Sta <br />9+30 <br />to <br />Sta <br />24+43 <br />(Lt) <br />FOG <br />1,513 <br />Sta <br />25+16 <br />to <br />Sta <br />42+82 <br />(Lt) <br />FOG <br />1,766 <br />Sto <br />43+56 <br />to <br />Sta <br />44+21 <br />(Lt) <br />FOG <br />65 <br />Sta <br />44+99 <br />to <br />Sta <br />46+52 <br />(Lt) <br />FOG <br />153 <br />Sta <br />47+44 <br />to <br />Sta <br />51+14 <br />(Lt) <br />FOG <br />370 <br />Sta <br />51+99 <br />to <br />Sta <br />63+20 <br />(Lt) <br />FOG <br />1,121 <br />Sta <br />63+95 <br />to <br />Sta <br />75+48 <br />(Lt) <br />FOG <br />1,153 <br />Sta <br />76+35 <br />to <br />Sta <br />78+11 <br />(Lt) <br />FOG <br />176 <br />Sta <br />78+69 <br />to <br />Sta <br />100+37 <br />(Lt) <br />FOG <br />2,168 <br />Sta <br />101+23 <br />to <br />Sta <br />107+08 <br />(Lt) <br />FOG <br />585 <br />Sta <br />108+13 <br />to <br />Sta <br />110+36 <br />(Lt) <br />FOG <br />223 <br />Sta <br />111+32 <br />to <br />Sta <br />156+97 <br />(Lt) <br />FOG <br />4,565 <br />Sta <br />12+16 <br />to <br />Sta <br />27+73 <br />(Rt) <br />FOG <br />1,557 <br />Sta <br />28+57 <br />to <br />Sto <br />34+96 <br />(Rt) <br />FOG <br />639 <br />Sta <br />35+61 <br />to <br />Sta <br />50+58 <br />(Rt) <br />FOG <br />1,497 <br />Sto <br />51+45 <br />to <br />Sta <br />154+54 <br />(Rt) <br />FOG <br />10,309 <br />Total <br />-47-,860 <br />NO SCALE I SUMMARY OF QUANTITIES <br />DATE CHECKED DATE <br />4/24/23/. %mac 4/24/23 <br />7 <br />4 ftp -1-1 1 <br />RUMBLE STRIP <br />CONCRETE PAVEMENT) <br />Location <br />+W q+88 <br />i�c <br />t2*15 tit 4+az <br />Quantity (LF) <br />%s3+10 t5S +'K; <br />CL <br />NO SCALE I SUMMARY OF QUANTITIES <br />DATE CHECKED DATE <br />4/24/23/. %mac 4/24/23 <br />7 <br />�'L,it-1iN ATED <br />QROFESS/p� <br />a <br />L'i( No. 76379 m <br />RECORDMWWIG F °clv�\_`�° <br />ND clime"alm _ <br />.s <br />Awy PWr Ttft Verwy Jayna Rutz <br />,,,�, ev I� T� ..r RCE 76379 <br />HOWARD ROAD RESURFACING <br />(Undine Road to Middle River) <br />Sheet No. <br />10 of 10 <br />12" <br />(ASPHALT <br />RUMBLE STRIP <br />CONCRETE PAVEMENT) <br />Location <br />Quantity (LF) <br />Sta <br />9+30 <br />to <br />Sta <br />9+84 <br />(Lt) 54 <br />Sta <br />12+16 <br />to <br />Sta <br />114+86 <br />(Lt) 10,270 <br />Sta <br />153+70 <br />to <br />Sta <br />155+38 <br />(Lt) 168 <br />Sta <br />9+30 <br />to <br />Sta <br />9+84 <br />(Rt) 54 <br />Sta <br />12+16 <br />to <br />Sta <br />114+86 <br />(Rt) 10,270 <br />Sta <br />153+70 <br />to <br />Sta <br />155+38 <br />(Rt) 168 <br />Total 20,984 <br />�'L,it-1iN ATED <br />QROFESS/p� <br />a <br />L'i( No. 76379 m <br />RECORDMWWIG F °clv�\_`�° <br />ND clime"alm _ <br />.s <br />Awy PWr Ttft Verwy Jayna Rutz <br />,,,�, ev I� T� ..r RCE 76379 <br />HOWARD ROAD RESURFACING <br />(Undine Road to Middle River) <br />Sheet No. <br />10 of 10 <br />