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ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Location <br />Project Site <br />Quantity <br />125 S.Y. <br />R FCO R D DRAVVIINIG <br />ba L { _ <br />1is rawing iA ver#y <br />P ct;r), "I`hP Sits Of M ork <br />R/W J <br />COUNTY <br />DRAWN BY <br />— <br />SINGLE THRIE BEAM &POSTS <br />(BRIDGE) <br />Location <br />Westside of Bridge <br />Eastside of Bridge <br />8' <br />28' <br />r <br />Quantity <br />156.25 L.F. <br />156.25 L.F. <br />Total 312.50 L.F. <br />* 'WIDTH: West Driveway = 16' <br />Dr�vewav Tvpe "D" East Driveway = 22' <br />.. Y <br />SCALE: 1" = 10' n 3" Thick (Typ.) <br />Limits of A.C. <br />TERMINAL SYSTEM (TYPE SRT) <br />Location Quantity <br />Southwest Corner of Bridge 1 Ea. <br />Northwest Corner of Bridge 1 Ea. <br />Northeast Corner of Bridge 1 Ea. <br />3 Ea. <br />TERMINAL SECTION (TYPE ET-2000) <br />Location Quantity <br />Southeast Corner of Bridge 1 Ea. <br />24" DIA. REINFORCED <br />CONCRETE PIPE <br />Location <br />Northwest Ditch <br />Northeast Ditch <br />Quantity <br />24 L.F. <br />24 L.F. <br />48 L.F. <br />METAL BEAM GUARDRAIL <br />(INCLUDING TRANSITION SECTION—THRIE BEAM TO M.B.G.R.) <br />Location Quantity <br />Westside of Bridge 62.5 L.F. <br />Eastside of Bridge 62.5 L.F. <br />Total 125 L.F. <br />OF SAN JOAQUIN SCALE AS NOTED SUMMARY OF QUANTITIES JACK TONE ROAD BRIDGE NO.29C-077 BARRIER RAILING REPLACEMENT I Sheet No. <br />ACROSS BEAR CREEK 6 of q <br />DATE _PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPRO COMMENDED DATE <br />G!0 t2-At?l i ,� ,,//,,a <br />