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SP2127 - SP2142
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Last modified
7/15/2024 8:41:39 AM
Creation date
1/23/2016 12:35:02 AM
Metadata
Fields
Template:
Small Plans - SP
Project
River Road Resurfacing
Limits
Murphy Road to Santa Fe Road
Year
2000
Project Engineer
Kaila Coppal
Roads Worked
River Rd.
Red Lines
Yes
Federal #
STPL-5929(098)
Supplemental fields
Classification
Record Drawings
Cross Ref
SP2127 - SP2142
Type
Resurfacing
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EXISTING HIGHWAY FACILITIES PLANING ASPHALT <br /> (Removing Concrete CONCRETE PAVEMENT <br /> Location Quantity Location Quantity ' <br /> No. 21256 <br /> River Road Sta. 8+00 to Sta. 8+50 178 S.Y. * E, 9 WJ I <br /> Sta. 86+10 (Rt.) Driveway (71 S.Y.) 0.20 Lump Sum Murphy Road 133 S.Y. `n7T Clyl ,r�� <br /> Wagner Road 83 S.Y. FQI' CAL <br /> McHenry Avenue Carrolton Road 89 S.Y. a <br /> (2—Islonds) (515 L.F.) 0.70 Lump Sum Von Allen Road 67 S.Y. <br /> Total Lump Sum Sexton Road 89 S.Y. N- '-0- <br /> Sta. 313+50 to Sta 314+10 293 S.Y. <br /> Sta. 314+23 to Sto 315+00 376 S.Y. <br /> McHenry Avenue (south) 103 S.Y. e. <br /> EXISTING HIGHWAY FACILITIES McHenry Avenue (north) 319 S.Y. <br /> (Cleaning Existing Drainage) Sta. 466+10 to Sta. 466+60 total ,sob S.Y. ASPHALT; CONCRETE <br /> Location Quantity TYPE A <br /> McHenry Avenue ADJUST SURVEY MONUMENT Location Quantity <br /> Sta. 9+44 (45't Lt.) 0.33 Lump Sum FRAME AND COVER Mainline 27,559 Tons <br /> 19. Sta. 10+16 (80'f Lt.) 0.33 Lump Sum <br /> Sto. 10+75 (80't Rt.) 0.34 Lump Sum Location Quantity Intersection 902 Tons <br /> 0 5TAr_ t5412- D'( Total 1.00 Lump Sum Driveways 864 Tons <br /> Sto. 10+00 (Murphy Rd.) 1 Each Pavement Repair 77 Tons <br /> n A.C. Dike Type A 15 Tons <br /> i Sta. 225+98 (Sexton Rd.) 1 Each <br /> o Total 2 Each A.C. (Miscellaneous) 144 Tons <br /> Total 29,561 Tons <br /> PAVEMENT REPAIR EARTHWORK <br /> Location Quantity Miscellaneous Areas PLACE ASPHALT CONCRETE DIKE <br /> CP7_-it_z LOCATIONS 3oS.13 S.Y. Location Quantity (TYPE A) <br /> Sta. 78!00 to Sta 84+7 Z Sto. Location Quantity <br /> McHenry Avenue <br /> DRIVEWAYS Sta. 10+25t to Sto 11+50t (u.)-island 30r% L.F. <br /> f Sta. 10+25t to Sto 10+95t (Rt.)—Island 215 L.F. <br /> SHOULDER BACKING Quandt <br /> N A QMantit <br /> Type Sto. 10+16t (80'±Lt.)—SDI 18 L.F. <br /> Y No. Area <br /> DID F LocOY D 52 2,084 S.Y. Sto. 10+75t (80'tRt.)—SDI 12 L.F. <br /> o Sta. 8+00 to Sta. 466+60 72a5.(, t.Q,f�p Tons E 90 4,626 S.Y. Total 545 L.F. <br /> o. <br /> COUNTY OF SAN JOAQUIN No 5� SUMMARY OF QUANTITIES (Murphy R�oRS wFe l 15eof et N6 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED iDATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> �EIS�iO *& <br />
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