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A446 - A453
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A446 - A453
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Last modified
11/14/2023 11:30:35 AM
Creation date
1/22/2016 10:32:34 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Airport Way and West Frontage Road Resurfacing
Limits
400' +/- S/O French Camp Road to Stockton City Limits
Year
1997
Project Engineer
Jack L. Stewart
Roads Worked
Airport Wy., West Frontage Rd.
Red Lines
Yes
Supplemental fields
Cross Ref
A446 - A453
DocCategory
Improvement Plans
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ADJUST MONUMENT PAVEMENT REPAIR <br /> FRAMES AND COVERS DRIVEWAYS <br /> Location Quantity Location Quantity TYPE Quantity <br /> Sta. 358+73 1 Each No. Area <br /> 4 Sites throughout project 33 S.Y. D 1 23 S.Y. <br /> E 8 232 S.Y. <br /> ADJUST MANHOLE <br /> FRAMES AND COVERS PLANING ASPHALT <br /> Location Quantity CONCRETE PAVEMENT ASPHALT CONCRETE <br /> Sta. 412+50 Lt. 1 Each <br /> Sto. 417+05 Lt. 1 Each <br /> Location Quantity TYPE A <br /> Total 2 Each Sta. 353+30 to Sta. 353+55 100 S.Y. Location Quantity <br /> Northbound Lanes Mainline <br /> Sta. 395+00 to Sta. 400+89 589 S.Y. <br /> Sta. 401 +10 to Sto. 401 +60 189 S.Y. Sto. 353+30 'to Sta. 358+44 206 Tons <br /> ADJUST DETECTOR HANDHOLE Sto. 401+73 to Sto. 402+13 227 S.Y. Northbound Lanes <br /> FRAMES AND COVERS Sto. 421+02 to Sto. 421 +52 189 S.Y. Sta. 358+44 to Sta. 421+25 3,727 Tons <br /> Southbound Lanes Southbound Lanes <br /> Location Quantity Sta. 401+52 to Sta. 402+12 227 S.Y. Sta. 358+44 to Sto. 421+25 3,707 Tons <br /> Sta. 402+25 to Sta. 402+45 76 S.Y. Pavement Repair 23 Tons <br /> PAVEMENT REPAIR Airport Way Sta. 421+02 to Sto. 421+52 189 S.Y. Driveways 29 Tons <br /> Sta. 357+90 Rt. 1 Each Intersections: Beneath Curb 56 Tons <br /> Location Quantity Sta. 359+45 Lt. 1 Each French Camp Rd. <br /> Intersections: <br /> 4 Sites thoughout project 27 S. Y. French Camp Road West 100 S.Y. French Camp Rd. 335 Tons <br /> Sta. 88+28 Rt. 1 Each East 244 S.Y. Stimson Rd. 21 Tons <br /> Sto. 90+01 Lt. 1 Each Stimson Rd. 53 S.Y. <br /> Total 8,099 Tons <br /> Total 4 Each Total 2.183 S.Y. <br /> PLANING ASPHALT <br /> CONCRETE PAVEMENT ADJUST SIGNAL PULL BOXES <br /> Location Quantity Location Quantity PAVEMENT REINFORCING <br /> Sto. 5+25 to Sta. 15+43 452 S.Y. IMPORT BORROW <br /> Sta. 356+16 Rt. 1 Each FABRIC <br /> Sta. 359+10 Rt. 1 Each Location Quantity Location Quantity <br /> Sto. 359+19 Lt. 1 Each <br /> Sta. 359+34 Rt. 1 Each Sta. 359+16 to Sto. 362+54 67 C.Y. Northbound Lanes <br /> Sta. 359+40 Lt. 1 Each Sta. 401+28 to Sto. 401 +75 19 C.Y. Sta. 388+16 to Sta. 390+28 565 S.Y. <br /> Sta. 402+05 to Sto. 406+17 77 C.Y. Southbound Lanes <br /> SHOULDER BACKING Total 5 Each Stu. 406+80 to Sto. 411+37 84 C.Y. Sta. 388+31 to Sta. 390+43 565 S.Y. <br /> Location Quantity Total 247 C.Y. Total 1,130 S.Y. <br /> Sta. 0+55 to Sta. 5+35 (Lt.) 25 Tons <br /> Sta. 15+33 to Sta. 16+40 (Lt.) 9 Tons REMOVING CONCRETE CURB <br /> Sta. 0+53 to Sta. 11+48 (Rt.) 57 Tons <br /> Sta. 11 +48 to Sta. 16+40 (Rt.) 18 Tons <br /> Total 109 Tons Location Quantity MINOR CONCRETE CURB <br /> Sta. 357+12 to Sto. 358+16 209 L.F. SHOULDER BACKING <br /> Traffic Islands TYPE C <br /> N.E. Cor. 113 L.F. Location Quantity <br /> N.W. Cor. 106 L.F. StoLocation Quantity <br /> ASPHALT CONCRETE Northbound Lanes Nor 353+30 to Sto. 358+10 28 Tons <br /> Sta. 401+16 to Sta. 401+61 51 L.F. Northbound Lanes <br /> Sta. 357+17 to Sta. 358+15 209 L.F. <br /> Sta. 359+00 to Sta. 421 +52 497 Tons Northeast Corner 113 L.F. <br /> TYPE A Sta. 402+05 to Sta. 406+17 415 L.F. Southbound Lanes Northbound Lanes <br /> Sta. 406+81 to Sta. 411 +37 459 L.F. Sta. 359+00 to Sta. 421+52 592 Tons Sta. 401 +16 to Sto. 401+61 51 L.F. <br /> LOCOtIOn Quantity Bullnose 8 L.F. Sto. 402+05 to Sto. 406+17 <br /> French Camp Rd. 415 L.F. <br /> i lin Southbound Lanes Sta. 83+14 to Sta. 92+50 30 Tons Sta. 406+81 to Sta. 411+37 467 L.F. <br /> Sta. 0+55 to Sta. 16+40f 867 Tons Sto. 359+16 to Sta. 362+54 341 L.F. Southbound Lanes <br /> Pavement Repair 10 Tons Sta. 401 +28 to Sta. 401 +75 53 L.F. Sta. 359+16 to Sto. 362+54 345 L.F. <br /> Sta. 402+20 to Sta. 406+17 400 L.F. Total 1,147 Tons Sta. 401+28 to Sta. 401 +75 53 L.F. <br /> Total 877 Tons Sto. 406+80 to Sta. 411+37 460 L.F. Sta. 402+20 to Sta. 406+17 400 L.F. <br /> Bullnose 8 L.F. <br /> Sta. 406+80 to Sta. 411 +37 466 L.F. <br /> Total 2,623 L.F. Total 2,519 L.F. <br /> PAVEMENT REINFORCING SOIL STERILIZATION5: <br /> FABRIC RELOCATE SIGNAL STANDARD Location Quantity . <br /> AND EQUIPMENT <br /> Location Quantit Sta. 359+16 to Sta. 362+54 361 S.Y. <br /> y sta. 401 +28 to Sta. 401+75 100 S.Y. TRAFFIC PULLBOX (NO.5) x= <br /> Sta. 0+55 to Sta. 15+33 3,941 S.Y. Location Quantity Sto. 402+05 to Sta. 406+17 416 S.Y. <br /> , k <br /> Sta. 406+80 to Sta. 411+37 449 S.Y. Location Quantity <br /> Sta. 359+45t Lt. Lump Sum Sta. 359+45t Lt. 1 Each <br /> Total 1,326 S.Y. <br /> WEST FRONTAGE ROAD RESURFACING <br /> AIRPORT WAY RESURFACING <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DTDATE <br /> SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> y <br /> S. d&M.P 1/97 a /,�.� (�,,,� COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES AIRPORT WAY AND NO. SHEETS <br /> g �R, 5/97 0-TM" A_" 6��I9 0 0-i G Lp 6IA�,� �� 4�1� WEST FRONTAGE ROAD RESURFACING 8 8 <br /> FILE NAME DRAWER SHEET NO. ACRD REVISIONS <br /> -A 1446 1 e\final\airport\sumgnt <br /> L <br />
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