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C578 - C588
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C578 - C588
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Last modified
1/15/2025 12:18:17 PM
Creation date
8/2/2023 4:45:41 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Cardinal Avenue Realignment
Limits
Weber Avenue to 500 Feet North of Stockton Terminal and Eastern Railroad
Year
2010
Project Engineer
Vincent Li
Roads Worked
Cardinal Avenue
Red Lines
No
Supplemental fields
Cross Ref
C578 - C588
Type
Realignment
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RELOCATE MAILBOXES <br />Location Quantity <br />Sta 42+57 (Rt) 4 Each <br />REMOVE AND SALVAGE <br />ROADSIDE SIGN <br />Location Quantity <br />Sta 40+54 (Rt) 1 Each <br />Sta 49+94 (Lt) 1 Each <br />Total 2 Each <br />PLANING ASPHALT CONCRETE <br />PAVEMENT <br />Location Quantity <br />Sta 41 +50 to Sta 41 +88 164 SY <br />Weber_Avenue <br />Sta 4+50 to Sto 4+70 69 SY <br />Total 233 SY <br />ADJUST FRAMES AND COVERS <br />Location Quantity <br />MAINTENANCE HOLE <br />Sto 41 +92 (3' Rt) 1 Loch <br />Sto 42+03 (21' Lt) 1 Each <br />Total 2 Each <br />ROADWAY EXCAVATION <br />Location Quantity <br />Sta 41 +88 to Sta 50+50 6,833 CY <br />Sta 45+32 (Rt) 272 CY <br />Total 7,105 CY <br />EROSION CONTROL (TYPE D) <br />Location Quantity <br />Sto 42+45 to Sta 48+60 (Lt) 410 SY <br />Sta 43+00 to Sta 50+50 (Rt) 1,000 SY <br />Sta 45+32 (Rt) Levee Access Road 182 SY <br />Total 1,592 SY <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />Sta 45+32 (Rt) 8 SY <br />Sto 49+10 (Lt) 151 SY <br />Total 159 SY <br />DRIVEWAY (TYPE F) <br />Location Quantity <br />Sta 42+07 (Rt) 3 SY <br />Sta 42+47 (Rt) 3 SY <br />Tota 1 6 SY <br />CLASS 2 AGGREGATE BASE <br />Location Quantity <br />Sta 41 +93 to Sta 44+88 (Rt) 28 CY <br />Sta 42+19 to Sta 44+93 (Lt) 26 CY <br />Sta 45+32 (Rt) Ac :ess Road 14 CY <br />Driveways (Type F) 1 CY <br />Total 69 CY <br />ASPHALT CONCRETE <br />(TYPE B) <br />Location <br />Sta 41+50 to Sta 50+50 <br />Weber Avenue <br />Sto 4+50 to Sta 4+70 <br />Driveways (TypeDD) <br />2 Locations <br />Asphalt Concrete (Mist Areas) <br />2 Locations <br />Asphalt Concrete Dike <br />3 Locations <br />Quantity <br />RELOCATE <br />ROADSIDE SIGN <br />Location <br />Tons <br />Quantity <br />Sto <br />42+28 <br />(Rt) <br />1 Each <br />Sta <br />43+23 <br />(Lt) <br />1 Each <br />Sto <br />45+92 <br />(Rt) <br />1 Each <br />Sta <br />46+02 <br />(Rt) <br />1 Each <br />Sta <br />46+30 <br />(Rt) <br />1 Each <br />LINE (WHITE) <br />Each <br />Total 5 Each <br />REMOVE AND SALVAGE <br />ROADSIDE SIGN <br />Location Quantity <br />Sta 40+54 (Rt) 1 Each <br />Sta 49+94 (Lt) 1 Each <br />Total 2 Each <br />PLANING ASPHALT CONCRETE <br />PAVEMENT <br />Location Quantity <br />Sta 41 +50 to Sta 41 +88 164 SY <br />Weber_Avenue <br />Sta 4+50 to Sto 4+70 69 SY <br />Total 233 SY <br />ADJUST FRAMES AND COVERS <br />Location Quantity <br />MAINTENANCE HOLE <br />Sto 41 +92 (3' Rt) 1 Loch <br />Sto 42+03 (21' Lt) 1 Each <br />Total 2 Each <br />ROADWAY EXCAVATION <br />Location Quantity <br />Sta 41 +88 to Sta 50+50 6,833 CY <br />Sta 45+32 (Rt) 272 CY <br />Total 7,105 CY <br />EROSION CONTROL (TYPE D) <br />Location Quantity <br />Sto 42+45 to Sta 48+60 (Lt) 410 SY <br />Sta 43+00 to Sta 50+50 (Rt) 1,000 SY <br />Sta 45+32 (Rt) Levee Access Road 182 SY <br />Total 1,592 SY <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />Sta 45+32 (Rt) 8 SY <br />Sto 49+10 (Lt) 151 SY <br />Total 159 SY <br />DRIVEWAY (TYPE F) <br />Location Quantity <br />Sta 42+07 (Rt) 3 SY <br />Sta 42+47 (Rt) 3 SY <br />Tota 1 6 SY <br />CLASS 2 AGGREGATE BASE <br />Location Quantity <br />Sta 41 +93 to Sta 44+88 (Rt) 28 CY <br />Sta 42+19 to Sta 44+93 (Lt) 26 CY <br />Sta 45+32 (Rt) Ac :ess Road 14 CY <br />Driveways (Type F) 1 CY <br />Total 69 CY <br />ASPHALT CONCRETE <br />(TYPE B) <br />Location <br />Sta 41+50 to Sta 50+50 <br />Weber Avenue <br />Sto 4+50 to Sta 4+70 <br />Driveways (TypeDD) <br />2 Locations <br />Asphalt Concrete (Mist Areas) <br />2 Locations <br />Asphalt Concrete Dike <br />3 Locations <br />Quantity <br />767 <br />Tons <br />7 <br />Tons <br />32 <br />Tons <br />2 <br />Tons <br />20 <br />Tons <br />Total 828 <br />Tons <br />PLACE ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />Sta 42+26 (34' Rt) SDI 3 SY <br />Sta 42+46 (34' Rt) Driveway Pipe 4 SY <br />Total 7 SY <br />PLACE ASPHALT CONCRETE DIKE <br />(TYPE A) <br />Location Quantity <br />Sta 44+88 to Sta 45+20 (Rt) 32 LF <br />Sto 44+93 to Sta 48+35 (Lt) 342 LF <br />Sta 45+43 to Sta 48+50 (Rt) 307 LF <br />Tata 1 681 LF <br />PLACE ASPHALT CONCRETE DIKE <br />(TYPE C) <br />Location Quantity <br />Sta 45+20 to Sta 45+43 (Rt) 23 LF <br />ASPHALT CONCRETE BASE <br />(TYPE B) <br />Location Quantity <br />Sta 41+88 to Sta 50+50 626 CY <br />12" DIAMETER REINFORCED CONCRETE <br />PIPE (CLASS 111) <br />Location Quantity <br />Sta 41 +97 to Sta 42+26 (Rt) 33 LF <br />12" DIAMETER CORRUGATED STEEL <br />PIPE (0.079" THICK) <br />Location Quantity <br />Sta 42+46 (Rt) 20 LF <br />STORM DRAIN INLET (TYPE 1) <br />Location Quantity <br />Sto 41 +97 (20' Rt) 1 Each <br />18" DIAMETER STORM DRAIN INLET <br />Location Quantity <br />Sta 42+26 (34' Rt) 1 Each <br />MINOR CONCRETE <br />(CURB, GUTTER AND SIDEWALK) <br />Location Quantity <br />Sta 41 +93 to Sta 44+88 (Rt) 295 LF <br />Sta 42+19 to Sta 44+93 (Lt) 274 LF <br />Total 569 LF <br />FRAME AND GRATE (TYPE I SDI) <br />Location Quantity <br />Sta 41+97 (Rt) 1 Each <br />18" DIAMETER FRAME AND GRATE <br />Location Quantity <br />=26 (34' Rt) 1 Each <br />ON =HS I 2J3MV210 <br />PLACE MONUMENT <br />FRAMES AND COVERS <br />Location Quantity <br />Sta 42+07 1 Each <br />Sta 45+79.5 (7.3' Rt) 1 Each <br />Total 2 Each <br />THERMOPLASTIC PAVEMENT MARKINGS <br />Location Quantity <br />Sta 41 +50 to Sta 50+50 165 SF <br />(5 Locations) <br />PAINT 4" TRAFFIC STRIPE <br />(2 COATS) <br />Location <br />PAVEMENT MARKERS <br />(TYPE D) <br />Quantity <br />CENTER LINE <br />(YELLOW) <br />RETRDREFLECTIVE <br />YELLOW <br />Sta <br />41+50 <br />to Sta <br />41 +76 <br />52 <br />LF <br />Sta <br />42+32 <br />to Sta <br />50+50 <br />1,636 <br />LF <br />Sta <br />4+50 to Sta <br />4+75 (Weber Ave) <br />50 <br />LF <br />EDGE <br />LINE (WHITE) <br />Each <br />Sta <br />44+88 <br />to Sto <br />50+50 (Rt) <br />562 <br />LF <br />Sta <br />44+93 <br />to Sto <br />50+50 (Lt) <br />557 <br />LF <br />Total 2,857 LF <br />Total 79 Each <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES CARDINAL AVENUE REALIGNMENT NO. SHEETS <br />!- (Weber Avenue to 500 Feet North of Stockton Terminal and Eastern Railroad) 11 11 <br />FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />C_S 7 f E:\Projecks\2008\Cardiral Ave Realignment\Plans\Cardinal All,dwg <br />PAVEMENT MARKERS <br />(TYPE D) <br />Location <br />Quantity <br />RETRDREFLECTIVE <br />YELLOW <br />Sta <br />41+50 to Sta 41+76 <br />4 <br />Each <br />Sta <br />42+32 to Sta 50+50 <br />70 <br />Each <br />Sta <br />4+50 to Sto 4+75 (Weber Ave) 4 <br />Each <br />RETROREFLECTIVE BLUE <br />Sto <br />42+52 (Lt) <br />1 <br />Each <br />Total 79 Each <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES CARDINAL AVENUE REALIGNMENT NO. SHEETS <br />!- (Weber Avenue to 500 Feet North of Stockton Terminal and Eastern Railroad) 11 11 <br />FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />C_S 7 f E:\Projecks\2008\Cardiral Ave Realignment\Plans\Cardinal All,dwg <br />
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