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Last modified
7/12/2024 8:26:48 AM
Creation date
1/23/2016 12:52:39 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Armstrong Road Improvements
Limits
West Lane to North 99 Frontage Road West
Year
2004
Project Engineer
Jeff Levers
Roads Worked
Armstrong Rd.
Red Lines
No
Supplemental fields
Cross Ref
SP2910 - SP2919
DocCategory
Improvement Plans
Type
Improvements
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IMPORTED BORROW PENETRATION TREATMENT 18" STORM DRAIN INLET (S.D.I.) <br /> Location Quantity Location Quantity (MISCELLANEOUS FACILITIES) <br /> Stu. 10+00 to Sta. 18+75 (Lt.) 181.5 C.Y. 6 Locations 133 S.Y. Location Quantity <br /> Sta. 10+00 to Sta. 18+75 (Rt.) 202.5 C.Y. Sta. 40+82 (25' Lt.) 1 Each <br /> Sta. 40+74 to Sta. 41 +62 (Lt.) 11 C.Y. Sta. 41+34 (25' Lt.) 1 Each <br /> Total 395 C.Y. Sta. 41+57 (25' Lt.) 1 Each <br /> Stu. 4+63 (40' Lt.) Micke Grove Road 1 Each <br /> ASPHALT CONCRETE (TYPE B) <br /> Stu. 4+70 (30' Rt.) Micke Grove Road 1 Each <br /> EARTHWORK (ROADWAY WIDENING) Location Quantity Total 5 Each <br /> Mainline Overlay 2,487 Tons <br /> Location Quantity Mainline Widening 746 Tons <br /> Variable A.C. Leveling 152 Tons PLACE 18" DIA. PERFORATED <br /> Sta. 6+65 to Sta. 11+50 (Lt.) 5 Sta. Intersections 96 Tons ALTERNATE STORM DRAIN PIPE <br /> Sta. 5+98 to Sta. 10+00 (Rt.) 4 Sta. Driveways 177 Tons <br /> Sta. 11 +50 to Sta. 18+75 (Lt.) 7 Sta. <br /> Sta. 10+00 to Sta. 18+75 (Rt.) 9 Sta. Total 3,658 Tons Location Quantity <br /> Sta. 18+75 to Sta. 48+98 (Lt.) 30 Sta. Sta. 40+82 to Sta. 41 +57 (Lt.) 75 L.F. <br /> Stu. 18+75 to Sta. 40+13 (Rt.) 21 Sta. <br /> 3 n Sta. 41+39 to Sta. 42+00 (Rt.) 1 Sta. <br /> Sta. 43+97 to Sta. 49+01 (Rt.) 5 Sta. <br /> Total 82 sta. PAVEMENT REINFORCING FABRIC 18" STORM DRAIN INLET <br /> m Location Quantity (FRAME AND GRATE) <br /> 3 Sta. 5+85 to Sta. 14+94 2,424 S.Y. Location Quantity <br /> SHOULDER BACKING Sta. 15+60 to Sta. 53+41 10,083 S.Y. Sta. 40+82 (25' Lt.) 1 Each <br /> Total 12,507 S.Y. Sta. 41 +34 (25' Lt.) 1 Each <br /> Location Quantity Sta. 41+57 (25' Lt.) 1 Each <br /> Sta. 4+63 (40' Lt.) Micke Grove Road 1 Each <br /> Sta. 5+80 to Sta. 53+70 1,925 Tons Sta. 4+70 (30' Rt.) Micke Grove Road 1 Each <br /> 12" DIA. REINFORCED Total 5 Each <br /> DRIVEWAYS CONCRETE PIPE (CL. IV) <br /> PLACE MONUMENT FRAME AND COVER <br /> M Type Number Area Location Quantity <br /> _ A <br /> Type D 11 Locations 342 S.Y. Micke Grove Road: Location Quantic y <br /> z Type E 17 Locations 881 S.Y. Sta. 4+63 (25' Lt) to Sta. 4+70 (30' Rt.) 70 L.F. Sta. 31+57.8 1 Each <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES ARMSTRONG ROAD IMPROVEMENTS I Sheet No. <br /> (West Lane to North 99 Frontage Road West) 10 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CH CKED DATE APPROVAL RECOMMENDED DATE <br />
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