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Exist. E.P. <br /> ✓ ""�`�"r Spacing of <br /> 2"Dia. steel pipe �- <br /> /(4/uc is 30" C.-C. -- <br /> A <br /> 12I Standard frame and - Conform ® E.P. <br /> Dia. or Sq: cover assembly n <br /> A.C. Overlay EP * Z <br /> 6• ,� wg CW—M1.) <br /> MJ'0 Std. 12"Dia.x1 <br /> (Refer <br /> D W- ) 5" deep <br /> 1 g' concrete anchor (Typ.) B <br /> 4 � PLAd <br /> 8" <br /> 6" Conform _6• <br /> P.C.C. ---- - <br /> 3 Existing Width <br /> . .,5� 12• Min. -Equal <br /> 3••x4" angle steel over <br /> Undisturbed Exist. survey monument 2•'x4" \ 2"x4" Tubular steel _ <br /> basement soil u remain in place and TYPEQ Tubular steel Field weld Tubular steel <br /> undisturbed. 0.30• Asphalt Concrete over shaped optional <br /> and compacted native material. -Place 5/8"Dia.x10•• <br /> 'k it-- -- -- ------ - ••J"anchor with <br /> y SURVEY MONUMENT DETAIL Sta.123+88 (Lt.)=12' <br /> nut & washer. <br /> Field weld <br /> ^ � optional <br /> 3 m Drill and bond 3/4"Dia.x6" 15" <br /> > continuous threaded rod with <br /> 4-nut & washer equally spaced. <br /> `^ Conform ® E.P. <br /> See Note Below ---EP--_ --i-- g A <br /> -- - Existing T <br /> Surface R R8' Confirm all measurements <br /> in the field. <br /> R=Conform to ' 45'x. <br /> Trr � r 2"x4•' Tubular steal <br /> �✓ ' .� Existing Radii. Conform <br /> Existing Width — / — <br /> -0.50• Asphalt Concrete 12 Min. P.C.C. <br /> f PAVEMENT REPAIR DETAIL variable depth Asphalt Concrete <br /> lib0 <br /> N Note: Width (4' minimum), length and locations over existing paved driveway. --_- .. `� 6 •(TYP-) <br /> � f to be determined 6y the Engineer. <br /> TYPICAL DRIVEWAY DETAILe e J <br /> L <br /> —n SAFETY GRATE DETAIL <br /> Sto. 196+80 (Rt.) <br /> COUNTY OF SAN JOAQUINNo SCALE CONSTRUCTION DETAILS LAMMERS ROAD RESURFACING Sheet No. <br /> Trac Boulevard to 1 .9 Miles West 6 of � <br /> DRAWN BY 7777 PROJECT ENGINEER DATE CHEC D DATE SUBMITTED DATE APPR2WECOMMENDED 7 DATE <br />