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ON 133HS <br />83M` 60 <br />REMOVE <br />STORM DRAIN PIPES <br />Location <br />Quantity <br />11 +08 (20' <br />Lt.) Woodson Rd, (24" Dia,) <br />7 LF <br />10+88 (25' <br />Lt.) Woodson Rd, (12" Dia,) <br />25 LF <br />246+30 (40' <br />RQ <br />LSR (18" Dia.) <br />70 LF <br />245+10 (28' <br />Rt.) <br />LSR (PVC 4" Dia.) <br />6 LF <br />Total <br />108 LF <br />RELOCATE MAILBOX <br />Location Quantity <br />Sto. 245+13 (26,5' Rt.) 1 EACH <br />REMOVING ASPHALT CONCRETE <br />Location <br />Quantity <br />SLOPE EMBANKMENT: <br />Sto. 226+77 to Sta. <br />228+31 <br />(Lt.) <br />205 <br />SQYD <br />Sta. 228+84 to Sta. <br />229+76 <br />(Lt.) <br />112 <br />SQYD <br />Sta. 226+88 to Sta. <br />228+31 <br />(Rt.) <br />192 <br />SQYD <br />Sta. 228+84 to Sta. <br />230+50 <br />(Rt.) <br />144 <br />SQYD <br />ROADWAY WIDENING: <br />Sta. 240+33 to Sta. <br />252+00 <br />(Lt.) <br />65 <br />SQYD <br />Sta. 239+33 to Sta. <br />251 +07 <br />(Rt.) <br />65 <br />SQYD <br />Total <br />783 <br />SQYD <br />CLEANING EXISTING <br />DRAINAGE FACILITIES <br />Location Quantity <br />Sta. 239+18 (27' Rt.) <br />Sta. 239+69 (27' Rt.) <br />Sta. 240+00 (27' Rt.) <br />Sta. 240+84 (27' Rt.) LUMP SUM <br />Sta. 242+00 (25' Rt.) <br />Sta. 1 1 +08 Woodson Road <br />Sta. 245+32 (27' Rt.) <br />PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Location Quantity <br />Sto. 240+33 to Sta. 252+00 (Lt.) 322 SQYD <br />Sta. 239+33 to Sta. 251 +07 (Rt.) 355 SQYD <br />Total 677 SQYD <br />REMOVE TRAFFIC <br />STRIPES AND <br />PAVEMENT MARKINGS <br />Location <br />Quantity <br />LOWER SACRAMENTO <br />ROAD <br />Sto. 218+00 to Sta. <br />237+00 (CL) <br />3,800 <br />LF <br />Sto. 237+00 to Sta. <br />252+00 (CL) <br />2,600 <br />LF <br />Sta. 237+00 to Sta. <br />252+00 (Lt & Rt) <br />3,000 <br />LF <br />Stu. 250+90t Num. <br />pavement marking <br />108 <br />LF <br />WOODSON ROAD <br />Sta. 10+20 to Sta. <br />1 1 +20 (Lt & Rt) <br />230 <br />LF <br />COLLIER ROAD <br />Sta. 10+ 18 to Sta. <br />10+83 (Lt & Rt) <br />192 <br />LF <br />Total <br />9,930 <br />LF <br />RELOCATE ROADSIDE <br />SIGN <br />Location <br />Quantity <br />Remove: <br />Sta. <br />240+00 <br />(23' <br />Lt.) W13-1 <br />1 EACH <br />Relocate: <br />Sta. <br />238+00 <br />(24' <br />Lt.) <br />1 EACH <br />Sta. <br />240+00 <br />(28' <br />Lt.) <br />1 EACH <br />Sta, <br />242+48 <br />(28' <br />Lt.) <br />1 EACH <br />Sta, <br />243+83 <br />(43' <br />Rt,) <br />1 EACH <br />Sta. <br />244+50 <br />(31' <br />Rt.) <br />1 EACH <br />Sta, <br />245+25 <br />(26' <br />Lt.) <br />1 EACH <br />Sta. <br />249+68 <br />(26' <br />Lt.) <br />1 EACH <br />Sta. <br />251 +60 <br />(24' <br />Lt.) <br />1 EACH <br />Sta. <br />251 +60 <br />(24' <br />Rt.) <br />1 EACH <br />Sta. <br />10+61 Woodson <br />Rd. (27' Lt.) <br />1 EACH <br />Total <br />10 EACH <br />EARTHWORK (MISCELLANEOUS AREAS) <br />Location Quantity <br />DITCH EXCAVATION: <br />Sta. 241 +00 to Sta. 242+05f (Rt.) 1.05 STA <br />Sta, 11 +08f (Lt.) Woodson Road <br />to Sta. 245+12 (Rt.) 2.20 STA <br />Sta. 245+46 (Rt.) to <br />Sta. 10+70 (Rt.) Collier Road 0.77 STA <br />Sto. 246+88 to Sta. 250+97 (Rt.) 4.09 STA <br />Total 8.11 STA <br />EARTHWORK (ROADWAY WIDENING) <br />Location Quantity <br />Sta. 240+33 to Sta. 252+00 (Lt.) 11.7 STA <br />Sta. 239+33 to Sta. 251 +07 (Rt.) 1 1.7 STA <br />Totol 23.4 STA <br />SHOULDER BACKING <br />Location Quantity <br />Sta. 240+33 to Sta. 252+00 (Lt.) 110 TON <br />Sta, 239+33 to Sta, 251 +00 (Rt.) 61 TON <br />Total 171 TON <br />DRIVEWAY <br />Type <br />Quantity <br />No. <br />Area <br />D <br />1 <br />30 SQYD <br />E <br />5 <br />47 SQYD <br />PENETRATION TREATMENT <br />Location Quantity <br />SE Curve return LSR/Woodson Road 60 SQYD <br />LATEX MODIFIED <br />SLURRY SEAL <br />Location <br />Quantity <br />LOWER SACRAMENTO ROAD <br />Sta. 237+00 to Sta, 252+00 6,400 SQYD <br />WOODSON ROAD <br />Sta. 10+20 to Sta. 11 +20 <br />620 SQYD <br />COLLIER ROAD <br />Sta. 10+20 to Sta. 10+83 <br />380 SQYD <br />Total 7,400 SQYD <br />ASPHALT CONCRETE (TYPE A) <br />Location Quantity <br />Roadway Widening (Lt.) 565 TON <br />Roadway Widening (Rt.) 541 TON <br />Driveways 16 TON <br />Miscellaneous Trenching 10 TON <br />Total 1,122 TON <br />PAVEMENT REINFORCING MESH <br />Location Quantity <br />Sta. 240+33 to Sta. 252+00 (Lt.) 644 SQYD <br />Sta. 239+33 to Sta. 251 +07 (Rt.) 706 SQYD <br />Total 1,350 SQYD <br />MINOR CONCRETE <br />(MINOR STRUCTURE) <br />Location Quanti <br />Sta, 241 +99 (28' Rt,) 1.5 CY <br />ROADSIDE SIGN <br />Location Quantity <br />Sta. <br />218+00 <br />(30' <br />Rt.) <br />W1-4 <br />1 EACH <br />Sta. <br />220+00 <br />(30' <br />Rt.) <br />R2-1 <br />1 EACH <br />Sta. <br />239+00 <br />(22' <br />Lt.) <br />R2-1 <br />1 EACH <br />Stu, <br />240+00 <br />(22' <br />Lt.) <br />W1-4 <br />1 EACH <br />Total 4 EACH <br />ANTI —GRAFFITI <br />COATI N G <br />Location <br />Quantity <br />Sta. 225+95 <br />to 228+31 <br />(Lt.) <br />2,684 <br />SQFT <br />Sta. 228+84 <br />to 231 +00 <br />(Lt.) <br />1,469 <br />SQFT <br />Sta. 225+95 <br />to 228+31 <br />(Rt.) <br />2,432 <br />SQFT <br />Sta. 228+84 <br />to 231 +00 <br />(Rt.) <br />1,598 <br />SQFT <br />Total 8,183 SQFT <br />12" DIA. REINFORCED CONCRETE PIPE <br />(CLASS IV) <br />Location Quantity <br />Sta. 10+28 to Sta. 10+70 <br />Collier Road (Rt,) 42 LF <br />18" DIA. REINFORCED CONCRETE PIPE <br />(CLASS IV) <br />Location <br />Quantity <br />Sta. <br />1 1 +08 <br />(Lt.) <br />Woodson Road <br />84 <br />LF <br />to <br />Sta. 243+65 (Rt.) <br />Sta. <br />243+65 <br />to <br />Sta. <br />244+20 <br />(Rt.) <br />52 <br />LF <br />Sta. <br />244+20 <br />to <br />Sta. <br />244+82 <br />(Rt.) <br />62 <br />LF <br />Sta. <br />244+83 <br />to <br />Sta. <br />245+10 <br />(Rt.) <br />27 <br />LF <br />Sta. <br />245+55 <br />to <br />Sta. <br />246+09 <br />(Rt.) <br />54 <br />LF <br />Sta. <br />246+09 <br />to <br />Sta. <br />246+87 <br />(Rt.) <br />78 <br />LF <br />Total <br />357 <br />LF <br />24" DIA. REINFORCED CONCRETE PIPE <br />(CLASS IV) <br />Location Quantity <br />Sta. 241 +99 (23' Rt.) 5 LF <br />3" DIA. PVC PIPE <br />Location Quantity <br />Sta. 244+83 (30' Rt.) 4 LF <br />MANTENANCE HOLE <br />(STORM DRAIN) (TYPE 1) <br />Location Quantity <br />Sta. 243+65 (29.5' Rt.) 1 EACH <br />Sta. 246+09 (27' Rt.) 1 EACH <br />Total 2 EACH <br />36" DIA. STORM DRAIN INLET <br />(TYPE GCP) <br />Location <br />Quantity <br />Sta. <br />1 1 +08 <br />Woodson Road (20' Lt.) <br />1 <br />EACH <br />Sta. <br />244+20 <br />LSR (29' Rt.) <br />1 <br />EACH <br />Sta. <br />244+83 <br />LSR (28.5' Rt.) <br />1 <br />EACH <br />Sta. <br />10+72 <br />Collier Road (18' Rt.) <br />1 <br />EACH <br />Total <br />4 <br />EACH <br />ROCK SLOPE PROTECTION <br />(FACING, METHOD B) <br />Location Quantity <br />Sta. 241 +97 (28' Rt.) 5 CY <br />SLOPE <br />PAVING (CONCRETE) <br />Location <br />Quantity <br />Sta. <br />226+77 <br />to <br />Sta. <br />228+31 (Lt.) <br />25.5 <br />CY <br />Sta, <br />228+84 <br />to <br />Sta. <br />229+76 (Lt.) <br />11.8 <br />CY <br />Sta. <br />226+88 <br />to <br />Sta. <br />228+31 (Rt.) <br />24.8 <br />CY <br />Sta, <br />228+84 <br />to <br />Sta. <br />230+50 (Rt.) <br />22.4 <br />CY <br />Total <br />84.5 <br />CY <br />MINOR CONCRETE (VALLEY GUTTER) <br />Location Quanti <br />Sta. 245+16 to Sta. 245+44 (34' Rt.) 28 LF <br />PAVEMENT MARKINGS <br />Detail <br />Quantity <br />STOP (Words)—A24D <br />(4) <br />88 <br />SQFT <br />35 (Symbols <br />and numbers)—A24C (1) <br />17 <br />SQFT <br />45 (Symbols <br />and numbers)—A24C (1) <br />17 <br />SQFT <br />TYPE III LT, ARROW (Arrows)—A24B (3) <br />126 <br />SQFT <br />Crosswalk and limit line—A24E (2) <br />80 <br />SQFT <br />Total <br />328 <br />SQFT <br />4" <br />TRAFFIC <br />STRIPE <br />Detail <br />Quantity <br />LOWER SACRAMENTO ROAD <br />Striping Detail <br />A20A-22 <br />2,100 <br />LF <br />Striping Detail <br />A20A-25 <br />494 <br />LF <br />Striping Detail <br />A206-276 <br />2,846 <br />LF <br />Striping Detail <br />A206-27C <br />350 <br />LF <br />WOODSON ROAD <br />Striping Detail <br />A20A-22 <br />120 <br />LF <br />COLLIER ROAD <br />Striping Detail <br />A20A-22 <br />110 <br />LF <br />Total 6,020 <br />LF <br />8" TRAFFIC STRIPE <br />Detail Quantity <br />LOWER SACRAMENTO ROAD <br />Striping Detail A20D-38 350 LF <br />PAVEMENT MARKER <br />Type <br />Detail <br />Quantity <br />(Type AY) Yellow <br />A20A <br />930 EACH <br />Non —Reflective (Detail 23) <br />(Type D) Two—way Yellow <br />A20A <br />380 EACH <br />(Detail 22, 23 & 25) <br />(Type G) One—way Clear <br />A20D <br />20 EACH <br />Retroreflective (Detail 38) <br />Total 1,330 EACH <br />LIGHTING SYSTEM <br />Location <br />Quantity <br />Sta. <br />225+92 <br />(20' <br />Lt.) <br />Sta. <br />227+00 <br />(18' <br />Rt.) <br />Sta. <br />228+07 <br />(17' <br />Lt.) <br />Sta. <br />229+ 1 1 <br />(17' <br />Rt.) <br />Sta. <br />230+11 <br />(19' <br />Lt.) LUMP SUM <br />Sta. <br />231 + 18 <br />(22' <br />Rt.) <br />Sta. <br />242+60 <br />(44' <br />Rt.) <br />Sta. <br />244+27 <br />(28' <br />Lt.) <br />Sta, <br />246+ 10 <br />(28' <br />Lt.) <br />Sta. <br />246+70 <br />(43' <br />Rt.) <br />FLASHING BEACON SYSTEM <br />Location Quantity <br />Sta. 218+00 (30' Rt.) <br />LUMP SUM <br />Sta. 252+00 (24' Lt.) <br />SPEED FEEDBACK SIGN <br />Location Quantity <br />Sta. 220+00 (30' Rt.) <br />LUMP SUM <br />Sta. 239+00 (22' Lt.) <br />UNDERGROUND ESS/ <br />SERVICE ALERT t: <br />(811) <br />oQ �9 <br />Uj <br />No.42581 <br />01 v11. <br />0�\Fp��'� <br />CA <br />David MelAoza <br />Registered Civil Engineer <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE <br />Enrique ,z 13 COUNTY OF SAN JOAQUIN SCALE: NONE SUMMARY OF UANTIT LOWER SACRAMENTO ROAD SAFETY IMPROVEMENTS <br />;DES (1,000 S/o Undercrossing to 600' n o Collier Road <br />SHEET TOTAL <br />NO, SHEETS <br />11 11 <br />DRAWER SHEET NO. <br />