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-MAX SLOPE - 8% (1:12) <br />—4-0' WHEEL BUMPER <br />36' SOUARE INTERNATIONAL <br />BLUE/WHITE HANDICAP <br />SYMBOL (PER UBC) <br />216` <br />IN DESIGNATED <br />ALE PLACARDS OR <br />ED PERSONS MAY <br />CLES MAY BE <br />Men. 4" throat <br />ng <br />�� <br />dia. m <br />Ks GRATE T <br />"e. 12' do.�t.�i <br />ote MM. <br />S- .01 min. 25 1/Y <br />..:::...:.. <br />Bose <br />SECTION <br />PLAN OF FRAME <br />CONCRETE WALK <br />ALK <br />WIDTH <br />JOINT SPACING FOR STRAIGHT RUNS <br />CONTRACTION JOINT SPACING EXPANSION <br />TRANSVERSE LONGITUDINAL JOINT SPACING <br />3' <br />3' <br />NOT REDD. <br />42'MAX <br />4' <br />4' <br />NOT REOD. <br />40' MAX <br />5. <br />NOT REOD, <br />Q. MAX <br />6' <br />6' <br />NOT REDD. <br />42' MAX <br />7' <br />3.5' <br />3.5' <br />42' MAX <br />8' <br />4'4' <br />40' MAX <br />10' <br />5' <br />5' <br />40' MAX <br />12' 1 <br />6' <br />6' 1 <br />42' MAX <br />EXPANSION JOINT <br />N <br />1. WHENEVER A CONCRETE WALK ABUTS A <br />STRUCTURE SUCH AS ANOTHER WALK, <br />CURB, STOOP, STORM DRAIN INLET, OR <br />MANHOLE, AN EXPANSION JOINT SHALL BE <br />INSTALLED BETWEEN THE WALK AND THE <br />STRUCTURE. <br />TYPICAL SIDEWALK DETAILS <br />NO <br />LOW POINT <br />MANHOLE STEPS 0 <br />16" O.C.— SEE <br />025SPE15 CATION I Al 1'-4" <br />MANHOLE <br />COVER <br />28" X 28' <br />'V 2—M4 X 4'-0" <br />IN TOP SLAB <br />\ 0 4 CORNERS <br />SLOPE <br />1/2 -/FT. <br />#4012" E.W. O q OF SLAB:_�/ L HIGH PT, yOT <br />18' LAP <br />PLAN U <br />NEENAH R-6660—MH "T' 2—/5 X 6'-0' ADDL BOT. <br />HINGED C.I. MANHOLE COVER 2 SIDE OF OPNG. <br />28" X 28" CLR. OR EOUAL 5 O 12' EA. WAY BOT. <br />WATERSTOP— SEE <br />NOTE 3 O <br />WASHWATER <br />HOLDING TANK —( <br />04012- E.W. <br />O q OF <br />WALL TYP. — <br />VENT 2'-6" HOOK R�S20NU' 'OUTS DE <br />T. SUB OF STRUCTURE WITH CAST <br />%ojr / IRON LEAD BELL END <br />REMOVABLE LOK—JOINT E-2-1699 <br />/ CAp OR APPROVED EOUAL <br />12"x8" ry I7 <br />RED <br />v ` 3' <br />A 0(1 _ <br />�— CTR'D2" E.W. <br />•as. <br />GRIT TRAP DETAIL <br />NO SCALE <br />G(/15k GG�t fir' <br />MARK UROUHART <br />MHS MJU— <br />I� (� MJU i Psc <br />f ��f <br />_I_ <br />2' <br />T <br />w <br />DwR RCF LO CE ROAD TRANSFER STATIOI <br />rag— rm— <br />F— P. VAN MEURS <br />