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G185 - G191
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Last modified
10/24/2023 5:13:24 PM
Creation date
10/24/2023 5:07:27 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Grant Line Road & Seventh Street Signalization
Limits
Intersection of Grant Line Road and Seventh Street/El Rancho Road in Tracy
Year
2011
Project Engineer
Enrique Silva
Roads Worked
Grant Line Rd.
Red Lines
No
Federal #
CML-5929(213)
Supplemental fields
Cross Ref
G185 - G191
DocCategory
Improvement Plans
Type
Signalization
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PORTABLE CHANGEABLE <br />MESSAGE SIGNS <br />LOCATION QUANTITY <br />2 LOCATIONS 2 EACH <br />PAVEMENT REPAIR <br />LOCATION QUANTITY <br />6 LOCATIONS 131 S.Y. <br />ADJUST FRAMES AND GRATE <br />(STORM DRAIN INLET) <br />LOCATION QUANTITY <br />GRANT LINE ROAD/EL RANCHO ROAD <br />(NW CORNER) 1 Each <br />EARTHWORK (MISC. AREAS) <br />LOCATION QUANTITY <br />EL RANCHO ROAD <br />CURVE RETURN TO STA. 21+94 (LT.) 16 S.Y. <br />EARTHWORK ROADWAY <br />REMOVE AND <br />SALVAGE <br />(WIDENING) <br />ROADSIDE <br />SIGNS <br />Location <br />Quantity <br />QUANTITY <br />Enrique ,Silva <br />EL <br />RANCHO ROAD <br />STA. 22+51 (RT.) <br />* STA. <br />25+28± (18' LT.) <br />1 EACH <br />STA. <br />20+80± (19' LT.) <br />1 EACH <br />SEVENTH STREET <br />TONS <br />STA. <br />19+32± (28' RT.) <br />1 EACH <br />GRANT LINE ROAD <br />STA. 21+94 TO STA. 24+50 <br />STA. <br />45+00± (20' RT.) <br />1 EACH <br />STA. <br />49+04± (20' RT.) <br />1 EACH <br />STA. <br />49+24± (24' RT.) <br />1 EACH <br />STA. <br />50+48± (20' LT.) <br />1 EACH <br />STA. <br />55+50± (20' LT.) <br />1 EACH <br />LOCATIONS <br />- <br />TOTAL 8 EACH <br />�k NOT <br />SHOWN ON PLANS. <br />"SIGNAL" MARKING DETAIL A24D (2) <br />ADJUST FRAMES AND GRATE <br />(STORM DRAIN INLET) <br />LOCATION QUANTITY <br />GRANT LINE ROAD/EL RANCHO ROAD <br />(NW CORNER) 1 Each <br />EARTHWORK (MISC. AREAS) <br />LOCATION QUANTITY <br />EL RANCHO ROAD <br />CURVE RETURN TO STA. 21+94 (LT.) 16 S.Y. <br />EARTHWORK ROADWAY <br />SIGN <br />QUANTITY <br />(WIDENING) <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />LOCATIONS <br />QUANTITY <br />Enrique ,Silva <br />02/11 <br />,fit &-/ <br />STA. 22+51 (RT.) <br />EL RANCHO RD (RIGHT) <br />FILE NAME <br />DRAWER <br />SHEET NO. <br />STA. 20+30 TO STA. 24+50 <br />4.2 <br />STA. <br />TONS <br />EL RANCHO RD (LEFT) <br />E:Proj\2010\AT Grant Line -7th St.\AII\SumQuant <br />10 S.Y. <br />STA. 23+24 (LT.) <br />STA. 21+94 TO STA. 24+50 <br />2.5 <br />STA. <br />53 <br />SEVENTH STREET (RIGHT) <br />A.C. PADS (2) <br />11 <br />TONS <br />STA. 17+89± TO STA. 19+80 <br />1.9 <br />STA. <br />TOTAL <br />8.6 <br />STA. <br />LOCATIONS <br />QUANTITY <br />SHOULDER BACKING <br />LOCATION QUANTITY <br />EL RANCHO RD (RIGHT) <br />STA. 20+30 TO STA. 24+50 25 TONS <br />SEVENTH STREET (RIGHT) <br />STA. 17+89± TO STA. 19+50 11 TONS <br />TOTAL 36 TONS <br />DRIVEWAYS <br />SIGN <br />QUANTITY <br />TYPE <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />Enrique ,Silva <br />02/11 <br />,fit &-/ <br />STA. 22+51 (RT.) <br />0��/ <br />FILE NAME <br />DRAWER <br />SHEET NO. <br />TONS <br />ACAD <br />11 <br />TONS <br />STA. 24+00 (RT.) <br />E:Proj\2010\AT Grant Line -7th St.\AII\SumQuant <br />10 S.Y. <br />STA. 23+24 (LT.) <br />1 <br />8 S.Y. <br />SHOULDER BACKING <br />LOCATION QUANTITY <br />EL RANCHO RD (RIGHT) <br />STA. 20+30 TO STA. 24+50 25 TONS <br />SEVENTH STREET (RIGHT) <br />STA. 17+89± TO STA. 19+50 11 TONS <br />TOTAL 36 TONS <br />DRIVEWAYS <br />SIGN <br />QUANTITY <br />TYPE <br />No. <br />AREA <br />DRIVEWAY TYPE "D" <br />A20A <br />GRANT LINE <br />EL RANCHO RD <br />QUANTITY <br />STA. 46+00± <br />STA. 22+51 (RT.) <br />1 <br />20 S.Y. <br />DRIVEWAYS TYPE "E" <br />56 <br />TONS <br />EL RANCHO RD <br />11 <br />TONS <br />STA. 24+00 (RT.) <br />1 <br />10 S.Y. <br />STA. 23+24 (LT.) <br />1 <br />8 S.Y. <br />AGGREGATE SUBBASE <br />(CLASS IV) <br />LOCATION QUANTITY <br />EL RANCHO ROAD <br />CURVE RETURN TO STA. 24+78 86 TONS <br />LATEX MODIFIED SLURRY SEAL <br />LOCATIONS QUANTITY <br />EL RANCHO ROAD <br />STA. 20+16 TO STA. 24+40 1,742 S.Y. <br />SEVENTH STREET <br />STA. 17+50 TO STA. 19+84 897 S.Y. <br />GRANT LINE ROAD <br />STA. 46+00 TO STA. 52+80 2,513 S.Y. <br />TOTAL 5,152 S.Y. <br />ASPHALT CONCRETE <br />SIGN <br />(TYPE B) <br />DETAIL <br />QUANTITY <br />LOCATIONS <br />QUANTITY <br />A20A <br />GRANT LINE <br />EL RANCHO ROAD (WIDENING) <br />QUANTITY <br />STA. 46+00± <br />STA. 20+29 TO STA. 24+50 (RT) <br />94 <br />TONS <br />STA. 21 +96 TO STA. 24+50 (LT) <br />56 <br />TONS <br />EL RANCHO ROAD (MISC. AREAS) <br />11 <br />TONS <br />SEVENTH STREET (WIDENING) <br />STA. 1'7+90± <br />18' RT. <br />STA. 17+89 TO CURVE RET. (RT) <br />50 <br />TONS <br />PAVEMENT REPAIR & DWY <br />53 <br />TONS <br />A.C. PADS (2) <br />11 <br />TONS <br />TOTAL <br />275 <br />TONS <br />PLACE ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />LOCATIONS QUANTITY <br />EL RANCHO ROAD (LEFT) <br />CURVE RETURN TO STA. 21+94 145 L.F. <br />A.C. PADS (2) 70 L.F. <br />A.C. PAD FOR DRIVEWAY 3 L.F. <br />TOTAL 218 L.F. <br />INSTALL ROADWAY <br />SIGN <br />LOCATIONS <br />DETAIL <br />QUANTITY <br />TWO—WAY YELLOW <br />RETROREFLECTIVE <br />(SIDEWALK) <br />A20A <br />GRANT LINE <br />ROAD <br />QUANTITY <br />STA. 46+00± <br />26' RT. <br />1 EACH <br />STA. 52+80± <br />26' LT. <br />1 EACH <br />SEVENTH STREET <br />STA. 17+60± <br />18' RT. <br />1 EACH <br />STA. 1'7+90± <br />18' RT. <br />1 EACH <br />EL RANCHO <br />ROAD <br />QUANTITY <br />STA. 23+60± <br />26' LT. <br />1 EACH <br />STA. 24+50 TO STA.. 24+78 <br />TOTAL <br />5 EACH <br />18" DIA. STORM DRAIN INLET <br />LOCATIONS QUANTITY <br />SEVENTH STREET (RIGHT) <br />STA. 19+24± 28' RT. 1 EACH <br />18" DIA. FRAME AND GRATE <br />LOCATIONS QUANTITY <br />SEVENTH STREET (RIGHT) <br />STA. 19+24± 28' RT. 1 EACH <br />MINOR CONCRETE <br />(CURB, GUTTER & SIDEWALK) <br />LOCATIONS QUANTITY <br />EL RANCHO ROAD (LEFT) <br />CURVE RETURN TO STA. 24+52 337 L.F. <br />MINOR CONCRETE <br />(DRIVEWAYS) <br />LOCATIONS QUANTITY <br />EL RANCHO ROAD (LEFT) <br />CURVE RETURN TO STA. 24+52 60 L.F. <br />PAVEMENT MARKERS <br />MINOR CONCRETE <br />DETAIL <br />QUANTITY <br />TWO—WAY YELLOW <br />RETROREFLECTIVE <br />(SIDEWALK) <br />A20A <br />136 <br />LOCATIONS <br />QUANTITY <br />EL RANCHO ROAD (LEFT) <br />CURVE RETURN TO STA. 24+52 <br />73 L.F. <br />MINOR CONCRETE <br />(VALLEY GUTTER) <br />LOCATIONS <br />QUANTITY <br />EL RANCHO RD (LEFT) <br />STA. 24+50 TO STA.. 24+78 <br />28 L.F. <br />THERMOPLASTIC <br />PAVEMENT MARKINGS <br />LOCATIONS <br />QUANTITY <br />"SIGNAL" MARKING DETAIL A24D (2) <br />64 S.F. <br />"AHEAD" MARKING DETAIL A24D (2) <br />62 S.F. <br />"SCHOOL" MARKING DETAIL A24D(2) 2 <br />70 S.F. <br />"KEEP" MARKING DETAIL A24E (1) <br />24 S.F. <br />"CLEAR" MARKING DETAIL A24E (1) <br />27 S.F. <br />R.R. CROSSING SYMBOL DETAIL A24C(2) <br />240 S.F. <br />TOTAL <br />487 S. F. <br />4" THERMOPLASTIC TRAFFIC <br />STRIPES <br />DETAIL <br />QUANTITY <br />EL RANCHO ROAD <br />STRIPING DETAIL A20A-22 <br />792 L.F. <br />STRIPING DETAIL A2013-271 <br />903 L.F. <br />SEVENTH STREET <br />STRIPING DETAIL A20A-22 <br />400 L.F. <br />STRIPING DETAIL A2013-2713 <br />410 L.F. <br />GRANT LINE ROAD <br />STRIPING DETAIL A20A-22 <br />920 L.F. <br />STRIPING DETAIL A2013-2713 <br />930 L.F. <br />TOTAL 4,355 L.F. <br />12" THERMOPLASTIC TRAFFIC <br />STRIPES <br />LOCATIONS <br />QUANTITY <br />CROSSWALK/LIMIT LINES A24E <br />248 L.F. <br />PAVEMENT MARKERS <br />TYPE <br />DETAIL <br />QUANTITY <br />TWO—WAY YELLOW <br />RETROREFLECTIVE <br />TYPE D <br />A20A <br />136 <br />DATE <br />L COUNTY OF SAN J OAQ U I N No SCALE SUMMARY OF QUANTITIES <br />wl s <br />REVISIONS DATE <br />QR"FESS/p <br />D. Mq� Fac <br />No. 38465 <br />CIVIC �P <br />qTF OF CAS\F�`� <br />Peter D. Martin <br />Registered Civil Enginner <br />GRANT LINE ROAD AND SEVENTH STREET SHEENO.T TOT ET <br />SAL <br />7 1 7 <br />
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