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SP6149 - SP6156
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Last modified
7/8/2024 11:57:50 AM
Creation date
8/15/2023 3:19:37 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Dodds Road Resurfacing
Limits
Murphy Road to Carrolton Road
Year
2013
Project Engineer
L. Aguilar
Roads Worked
Dodds Rd.
Red Lines
No
Supplemental fields
Cross Ref
SP6149 - SP6156
DocCategory
Improvement Plans
Type
Resurfacing
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a <br />M <br />z <br />z <br />0 <br />EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Location <br />Quantity <br />Sta <br />37+00 <br />to <br />Sta <br />49+50 <br />( Left ) <br />12.5 <br />Station <br />Sta <br />39+00 <br />to <br />Sto <br />54+00 <br />( Right ) <br />15.0 <br />Station <br />Sta <br />53+30 <br />to <br />Sta <br />55+00 <br />( Left ) <br />1.7 <br />Station <br />Sta <br />89+50 <br />to <br />Sta <br />104+00 <br />( Right ) <br />14.5 <br />Station <br />Total 43.7 Station <br />SHOULDER BACKING <br />Location Quantity <br />Sta 10+10 to Sta 115+55 4,902 Ton <br />Total 4,902 Ton <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />14 Locations Throughout 479 SQYD <br />Total 479 SQYD <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />2 Locations Throughout 39 SQYD <br />Total 39 SQYD <br />COUNTY OF SAN JOA Q UIN <br />DRAWN BY DATE PROJECT ENGIN ER <br />11-.. g-ta illy r- 01/1 '5 d <br />PENETRATION TREATMENT <br />Location Quantity <br />Murphy Road Intersection 210 SQYD <br />Carrolton Road Intersection 176 SQYD <br />Total 386 SQYD <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />Mainline Resurfacing 1,961 Ton <br />Pavement Repair 109 Ton <br />Intersection 54 Ton <br />Driveways 100 Ton <br />Total 2,224 Ton <br />ASPHALT CONCRETE (TYPE B) (LEVELING) <br />Location Quantity <br />Sta 10+60 to Sta 66+67 1,357 Ton <br />Sta 67+34 to Sta 98+00 644 Ton <br />Sta 98+00 to Sta 115+05 310 Ton <br />Total 2,311 Ton <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta 10+60 to Sta 66+67 9,968 SQYD <br />Sta 67+34 to Sta 115+05 8.482 SQYD <br />Total 18,450 SQYD <br />No SCALE SUMMARY OF QUANTITIES <br />DATE CHECKED BY DATE <br />01 I t+ 13 �� z. > �/��//3 <br />12—INCH DIA CORRUGATED STEEL PIPE <br />(0.079" Thick) <br />Location Quantity <br />Sta 53+30 30 LF <br />Sta 111+60 ( 15' Left ) 30 LF <br />Total 60 LF <br />18—INCH DIAMETER STORM DRAIN INLET <br />Location Quantity <br />Sta 53+30 ( 17' Left ) 1 EACH <br />Total 1 EACH <br />18—INCH DIAMETER FRAME AND GRATE <br />Location Quantity <br />Sta 53+30 ( 17' Left ) 1 EACH <br />Total 1 EACH <br />DODDS ROAD ?RESURFACING <br />( Murphy Road to Carrolton Road ) <br />Sheet No. <br />8 of 8 <br />
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