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PORTABLE CHANGEABLE <br />MESSAGE SIGN <br />Location Quantity <br />3 LOCATIONS 3 EACH <br />PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Location Quantity <br />GRANT LINE ROAD <br />STA. 11 + 11 TO STA. 17+00 2,027 SQYD <br />BYRON ROAD <br />STA. 269+20 TO STA. 270+20 270 SQYD <br />STA. 274+20 TO STA. 275+20 255 SQYD <br />TOTAL 2,552 SQYD <br />REMOVE FENCE (BW) <br />Location Quantity <br />GRANT LINE ROAD (LT) <br />STA. 11+63 TO STA. 16+80 520 L.F. <br />Location <br />REMOVE <br />ROADSIDE <br />SIGN <br />Location <br />STA. <br />271 +50 <br />Quantity <br />BYRON <br />ROAD <br />1 EACH <br />STA. <br />STA. <br />265+35 <br />(24' <br />RT.) <br />1 EACH <br />STA. <br />272+40 <br />(26' <br />RT.) <br />1 EACH <br />STA. <br />273+80 <br />(27' <br />LT.) <br />1 EACH <br />STA. <br />278+02 <br />(24' <br />LT.) <br />1 EACH <br />STA. <br />283+13 <br />(24' <br />LT.) <br />1 EACH <br />265+45 <br />(29' <br />RT.) <br />TOTAL <br />5 EACH <br />REMOVE FENCE (BW) <br />Location Quantity <br />GRANT LINE ROAD (LT) <br />STA. 11+63 TO STA. 16+80 520 L.F. <br />Location <br />RELOCATE <br />ROADSIDE <br />SIGN <br />Location <br />STA. <br />271 +50 <br />Quantity <br />BYRON ROAD <br />LT. <br />1 EACH <br />STA. <br />271+95 <br />(44' <br />LT.) <br />1 EACH <br />STA. <br />273+67 <br />(45' <br />LT.) <br />1 EACH <br />STA. <br />273+95 <br />(30' <br />LT.) <br />1 EACH <br />STA. <br />264+56 <br />(29' <br />RT.) <br />1 EACH <br />STA. <br />264+57 <br />(29' <br />LT.) <br />1 EACH <br />STA. <br />265+45 <br />(29' <br />RT.) <br />1 EACH <br />STA. <br />267+23 <br />(29' <br />LT.) <br />1 EACH <br />STA. <br />267+33 <br />(29' <br />RT.) <br />1 EACH <br />GRANT LINE <br />ROAD <br />STA. <br />13+90 <br />(36' <br />LT.) <br />1 EACH <br />STA. <br />16+40 <br />(28' <br />LT.) <br />1 EACH <br />TOTAL <br />10 EACH <br />REMOVE FENCE (BW) <br />Location Quantity <br />GRANT LINE ROAD (LT) <br />STA. 11+63 TO STA. 16+80 520 L.F. <br />Location <br />Locations <br />Quantity <br />BYRON ROAD (RIGHT) <br />Quantity <br />STA. <br />271 +50 <br />48' <br />t <br />LT. <br />1 EACH <br />STA. <br />272+00 <br />48' <br />f <br />LT. <br />1 EACH <br />STA. <br />272+50 <br />48' <br />f <br />LT. <br />1 EACH <br />STA. <br />273+00 <br />48' <br />f <br />LT. <br />1 EACH <br />STA. <br />273+50 <br />48' <br />t <br />LT. <br />1 EACH <br />STA. <br />274+00 <br />48' <br />f <br />LT. <br />1 EACH <br />DETAIL <br />A2013 <br />STA. 11 +27 TO STA. 17+00 <br />392 <br />TOTAL <br />6 EACH <br />EARTHWORK (ROADWAY <br />WIDENING <br />Locations <br />Quantity <br />BYRON ROAD (RIGHT) <br />BYRON ROAD (WIDENING) <br />STA. 263+9�r TO STA, 268+94 <br />9.5 STA <br />STA. 258+45 TO STA. 269+32 (LT) <br />160 <br />BYRYON ROAD (LEFT) <br />STA. 258+45 TO STA. 268+94 (RT) <br />STA. 2$3#95 TO STA. 269+22 <br />9.8 STA <br />BYRON ROAD (RESURFACING) <br />GRANT LINE SE CURVE RETURN <br />STA. 269+20 TO STA. 275+20 (LT) <br />90 <br />1.2 STA <br />GRANT LINE ROAD (LEFT) <br />75 <br />STA. 10+00f TO STA, 16+80 <br />7 STA <br />TOTAL <br />27.5 STA <br />SHOULDER BACKING <br />DETAIL <br />Locations <br />Location Quantity <br />BYRON ROAD (WIDENING) <br />BYRON <br />ROAD <br />STA. 258+45 TO STA. 269+32 (LT) <br />160 <br />TON <br />STA. 258+45 TO STA. 268+94 (RT) <br />146 <br />TON <br />BYRON ROAD (RESURFACING) <br />3,822 <br />STA. 269+20 TO STA. 275+20 (LT) <br />90 <br />TON <br />STA. 269+20 TO STA. 275+20 (RT) <br />75 <br />TON <br />GRANT LINE ROAD (WIDENING) <br />59 <br />TON <br />STA. 10+00 TO STA. 17+00 (LT) <br />144 <br />TON <br />CURB RETURN (RT) <br />35 <br />TON <br />TOTAL <br />650 <br />TON <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />BYRON ROAD <br />STA. 272+70 (Rt.) 42 S.Y. <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />BYRON ROAD <br />STA. 270+51 (Rt.) 12 S.Y. <br />STA. 271+16 (Rt.) 14 S.Y. <br />CLASS 11 <br />AGGREGATE BASE <br />Locations Quantity <br />BYRON ROAD (RIGHT) <br />STA. 258+45 TO STA. 268+94 <br />BYRON ROAD (LEFT) <br />STA. 258+45 TO STA. 269+32 <br />GRANT LINE SE CURVE RETURN <br />GRANT LINE ROAD (LEFT) <br />STA. 10+00f TO STA. 16+80 <br />TOTAL <br />317 C.Y. <br />315 C.Y. <br />91 C.Y. <br />549 C.Y. <br />1,272 C.Y. <br />PENETRATION TREATMENT <br />Location Quantity <br />BYRON/GRANT LINE RD (NE) 160 S.Y. <br />BYRON/GRANT LINE RD (SE) 130 S.Y. <br />TOTAL 290 S.Y. <br />ASPHALT CONCRETE <br />(TYPE A) <br />DETAIL <br />Locations <br />Quantity <br />WIDENING <br />BYRON <br />ROAD <br />BYRON ROAD (RIGHT) <br />TYPE G <br />90 EACH <br />STA. 258+45 TO STA. 268+94 <br />206 <br />TON <br />BYRON ROAD (LEFT) <br />3,822 <br />STA. 258+45 TO STA. 269+32 <br />204 <br />TON <br />GRANT LINE <br />4,472 <br />(SE) Curve Return <br />59 <br />TON <br />GRANT LINE ROAD (LEFT) <br />STA. 10+00t TO STA. 16+80 <br />.356 <br />TON <br />RESURFACING <br />468 <br />L.F. <br />BYRON ROAD <br />DETAIL <br />A20A-19 <br />STA. 269+20 TO STA, 275+20 <br />498 <br />TON <br />GRANT LINE <br />DETAIL <br />A2013 <br />STA. 11 +27 TO STA. 17+00 <br />392 <br />TON <br />Driveways <br />14 <br />TON <br />A.C. Miscellaneous areas <br />18 <br />TON <br />TOTAL 1,747 TON <br />PLACE ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Locations Quantity <br />CONCRETE CURB ISLANDS <br />STA. 10+82 TO STA. 10+98 42 LF <br />STA. 11+46 TO STA. 12+66 245 LF <br />TOTAL 287 LF <br />ROADSIDE SIGN <br />Locations Quantity <br />BYRON ROAD 9 EACH <br />GRANT LINE ROAD 5 EACH <br />TOTAL 14 EACH <br />LED BLANKOUT SIGN <br />Locations Quantity <br />BYRON ROAD 1 EACH <br />MINOR CONCRETE <br />(CURB AND MEDIAN) <br />Location Quantity <br />GRANT LINE ROAD <br />STA. 11+46 TO STA. 12+66 (2) 7.4 C.Y. <br />ISLAND AREA 16.58 C.Y. <br />CONCRETE CURB ISLAND 1.35 C.Y. <br />ISLAND AREA 5.42 C.Y. <br />TOTAL 50./b C.Y. <br />FENCE (TYPE BW) <br />Location Quantity <br />GRANT LINE ROAD (LT) <br />STA. 11+83 TO STA. 16+80 520 L.F. <br />THERMOPLASTIC <br />PAVEMENT MARKINGS <br />Locations Quantity <br />12" WHITE LIMIT LINE DETAIL A24E (5) 92 SQFT <br />24" WHITE LIMIT LINE DETAIL A24E (2) 148 SQFT <br />"WORD" MARKING DETAIL A24E (10) 320 SQFT <br />TYPE 1 24' ARROW DETAIL A24A (2) 62 SQFT <br />TYPE III (L) ARROW DETAIL A24B (7) 252 SQFT <br />TYPE III (R) ARROW DETAIL A24B (3) 126 SQFT <br />TYPE VIII (R) ARROW DETAIL A24B (1) 36 SQFT <br />TOTAL 1,078 SQFT <br />4" THERMOPLASTIC TRAFFIC <br />STRIPES <br />DETAIL <br />DETAIL <br />TYPE <br />Quantity <br />Quantity <br />BYRON <br />ROAD <br />A20D <br />TYPE G <br />90 EACH <br />A20A <br />STRIPING <br />DETAIL <br />A20A-22 <br />3,822 <br />L.F. <br />STRIPING <br />DETAIL <br />A2013-2713 <br />4,472 <br />L.F. <br />GRANT <br />LINE ROAD <br />STRIPING <br />DETAIL <br />A20A-22 <br />468 <br />L.F. <br />STRIPING <br />DETAIL <br />A20A-19 <br />1,000 <br />L.F. <br />STRIPING <br />DETAIL <br />A2013 <br />-27B <br />1,444 <br />L.F. <br />TOTAL <br />1 1, 206 <br />L.F. <br />8" THERMOPLASTIC TRAFFIC <br />STRIPES <br />DETAIL Quantity <br />BYRON ROAD <br />STRIPING DETAIL A2013-38 577 L.F. <br />GRANT LINE ROAD <br />STRIPING DETAIL A2013-38 523 L.F. <br />TOTAL 1,100 L.F. <br />PAVEMENT MARKERS <br />DETAIL <br />TYPE <br />Quantity <br />A20A <br />TYPE D <br />240 EACH <br />A20D <br />TYPE G <br />90 EACH <br />A20A <br />TYPE AY <br />70 EACH <br />TOTAL 400 EACH <br />nit r5fi,i1, <br />R E <br />CcW pectis : " ING <br />No Chp, <br />Dale <br />4# <br />Varity <br />Of WCWV <br />UNDERGROUND <br />SERVICE ALERT <br />'ON 133HS I 63M`d J(l <br />sso�A.� <br />,x No. 42581 <br />9h. ci vii Q�� <br />i' <br />David Mendoza <br />Registered Civil Engineer <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE SHEET TOTAL. <br />COUNTY OF SAN JOA UIN No SCALE SUMMARY OFQUANTITIES BYRON ROAD AND GRANT LINE ROAD No. SHEETS <br />nrr,�u� Silva 1,13 ejl� 'i1 �� IMPROVEMENTS <br />�� /r3 ,3 INTERSECTION <br />DRAWER SHEET NO. 1 REVISION DATE <br />