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Last modified
7/15/2024 9:16:01 AM
Creation date
1/23/2016 12:23:12 AM
Metadata
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Template:
Small Plans - SP
Project
Eight Mile Road Resurfacing
Limits
State Route 99 to State Route 88
Year
1996
Project Engineer
J. Stewart
Roads Worked
Eight Mile Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP1587 - SP1594
Type
Resurfacing
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RECONSTRUCT METAL BEAM SHOULDER BACKING <br /> GUARD RAILING Location QuantityFss <br /> ty <br /> M. y <br /> Sta. 86+00 to Sta. 275+50 Lt. 1,400 Tons ti <br /> Location Quantity h 9 <br /> Sta. 89+34 to Sta. 97+60 Rt. 34 Tons c� No. 21258 <br /> Sta. 207+12t to Sta. 207+50t Lt. 38 L.F. Sta. 101+75 to Sta. 102+85 Rt. 4 Tons t*� 2125 <br /> Sta. 128+73 to Sta. 275+50 Rt. 1,076 Tons <br /> RELOCATE CABLE ANCHOR ASSEMBLY Total 2,514 Tons J9TFOFCl I <br /> CA0E���\P <br /> (Breakaway — Type A) <br /> DRIVEWAYS Q� rh ,ulna, -- <br /> Location Quantity Quantity <br /> Sta. 207+75 Lt. 1 Each Type <br /> No. Area <br /> D 6 160 S.Y. <br /> RELOCATE TERMINAL SECTION (Type C) E 83 1,935 S.Y. 3g' DIA REINFORCED CONCRETE PIPE <br /> Location Quantity (Close V) <br /> Sta. 207+75± Lt. t Each ASPHALT CONCRETE (Type B) <br /> Location Quantity Location Quantity <br /> PAVEMENT REPAIR Roadway 8,214 Tons Sta. 129+73 Lt. 24 L.F. <br /> Intersections 80 Tons <br /> Location Quantity Driveways 180 Tons FRAME AND COVER (Manhole) <br /> Pavement Repair 257 Tons <br /> 68 sites throughout project 504 S.Y. Total 8,731 Tons Location Quantity <br /> Sta. 129+73 Lt. 1 Each <br /> 0 PLANING ASPHALT CONCRETE PAVEMENT PAVEMENT REINFORCING FABRIC <br /> s Location Quantity Location Quantity METAL BEAM GUARD RAILING <br /> Sta. 86+00 to Sta. 86+25 138 S.Y. Sta. 86+25 to Sta. 275+00 50,333 S.Y. Location Quantity <br /> Sta. 128+75 to Sto. 129+75 444 S.Y. <br /> c Sta. 275+00 to Sta. 275+50 181 S.Y. MINOR CONCRETE <br /> Ston 206+87t to Sto. 207+12t Lt. 25 L.F. <br /> del a Intersections A Oakwilde Ave. 38 S.Y. (Minor Structure—Manhole) <br /> Chantel Ln. 36 S.Y. <br /> Hildreth Ln. 62 S.Y. Location Quantity CRASH CUSHION, SAND FILLED <br /> AI Ane Rd. N 90 S.Y. <br /> Alpine Rd. S 92 S.Y. Stan 129+33t 1 Each Location Quantity <br /> -� Pezzi Rd. 93 S.Y. Sta. 128+75t Rt. I Each <br /> Total 1,174 S.Y. 12* DIA REINFORCED CONCRETE PIPE Sta. 129+60t Lt. 1 Each <br /> (Claes V) Total 2 Each <br /> m <br /> S Location Quantity <br /> * Denotes Miscellaneous Metal <br /> g Sta. 129+79f Lt. 14 L.F. <br /> COUNTY OF SAN JOAQUIN No sc� SUMMARY OF QUANTITIES heet No. <br /> Qt'ate R alts 9�t"o°StRaEte�RRouFepB"sG s8 of s <br /> DRAWN BY DATE PROJECT ENGNMR DATE CHECKED DATE SUBMITTED DALE APPROV RECOMMENDED DATE <br />
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