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ADJUST MANHOLE FRAMES & COVERS 24'0 STORM DRAIN INLET <br /> Location Quantity <br /> Asphalt Concrete <br /> Line Cut Existing <br /> Sta. 2+16 12' Lt.) 1 Ea. LOCOtIOn Quantity Conform (Miscellaneous Areas) Pavement (Typ.) <br /> Sta. 0+64 (Lt.) 1 Ea. Existin Surface <br /> Sta. 2+00 (Lt.) 1 Ea. q - Conform <br /> Sta. 3+91 (Lt.) 1 Ea. 0.6'- <br /> RELOCATE CHAIN LINK � _ <br /> FENCE Total 3 Ea. 0.5 - <br /> � 5' <br /> Location Quantity var. <br /> 12"0 REINFORCED CONCRETE PIPE - <br /> Sta. 0+48 to Sta. 3+30 (Lt.) 330 L.F. (CLASS V) <br /> Location Quo ntity 1 0D <br /> EARTHWORK Sta. 0+45 to Sta. 0+64 (Lt.) 31 -L.F. O.D.+2' <br /> (Roadway Widening) Sta. 0+66 to Sta. 1 +99 (Lt.) 134 L.F. <br /> Sta. 2+01 to Sta. 3+90 (Lt.) 190 L.F. <br /> Location Quantity -4-Total 35L.F. EXISTING PAVEMENT AREAS <br /> Sta. 0+30 to Sta. 3+92 (Lt.) 1 Lump Sum <br /> MINOR CONCRETE <br /> AGGREGATE BASE (Curb, Gutter and Sidewalk) 0 95% Relative Compaction Paved Structural Section or <br /> (Class 2) Location Quantity (Structure Backfill Material) Finished Grad Curb, Gutter and Sidewalk <br /> Location Quantity <br /> Sta. 0+30 to Sta. 3+92 (Lt.) 1367 L.F. <br /> - <br /> SE Corner — Waterloo Rd. and Sutro Ave. / 20 L.F. <br /> Sta. 0+30 to Sta. 3+92 (Lt.) 219 Tons Total 387 L.F. <br /> *Includes Handicap Ramp - - - <br /> -_: - - Var. <br /> ASPHALT CONCRETE FRAMES AND GRATES (S.D.I.) _ <br /> Location Quantity <br /> Location Quantity 1 o.D. 1 , <br /> Sta. 0+64 (Lt.) 1 Each <br /> Sta. 0+30 to Sta. 3+92 (Lt.) 93 Tons Sta. 2+00 (Lt.) 1 Each D.+2' <br /> Miscellaneous <br /> Miscellaneous Areas 4 Tons Sta. 3+91 (Lt.) 1 Each <br /> Total 97 Tons Total 3 Each <br /> NEW WIDENING AREAS <br /> PLACE ASPHALT CONCRETE • Denotes Miscellaneous Metal TRENCH DETAILS <br /> (Misc. Areas) Denotes Miscellaneous Facilities 6"x 6"— WI.4 x WI.4 welded wire fabric <br /> Location Quantity Expansion Joint A Expansion Joint <br /> Wore Warp <br /> Sta. 0+30 to Sta. 0+35 (Lt.) 2 S.Y. <br /> Sta. 0+31 to Sta. 0+43 (Rt.) ♦2 S.Y. Sidewalk <br /> Curb and <br /> Sta. 0+46 to Sta. 0+56 (Lt.) Trench Resurfacing 7 S.Y. CGutter <br /> Sta. 3+30 to Sta. 3+92 (Lt.) 7 S.Y. Line <br /> Total 18 S.Y. Gutter Gutter <br /> *at Handicap Ramp <br /> 3'-0" <br /> PLAN <br /> Place double layer of 6"x6"— 1 <br /> W1 .4xW1 .4 welded wire fabric (TYP ) 6" (Typ.) <br /> 2'-0" <br /> with 6" overlap ® joint. <br /> N o <br /> Existing <br /> lip 12"0 RCP <br /> - - Pour Class B Concrete <br /> 0 2—#5 Rebar 2" - collar to connect pipes <br /> as shown. <br /> SECTION A-A PIPE CONNECTION DETAIL <br /> COMMERCIAL DRIVEWAY DETAIL - <br /> DRAWN BY DATE <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED dDATE CONSTRUCTION DETAILS AND SUTRA AVENUE E <br /> T TOTAL <br /> Chad Gamble 9/96 \�� xo/Z !dy COUNTY OF SAN JOA UIN NO SCALE SHEETS�" � ' 2 � /� Q SUMMARY OF QUANTITIES (Waterloo Road to August School) 3 <br /> FILE NA.AE DRAWER SHEET NO, ACAD REVISIONS DATE <br /> e:\final\sept96\sutro\sumquant <br />