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SU-4076
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Last modified
10/15/2024 11:53:41 AM
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10/15/2024 11:53:38 AM
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i <br />T <br />----- ----- --- — —— <br />7--- <br />WJA <br />I <br />I I <br />— L - L — — — — — <br />I I <br />8" Headwall Furnished <br />8„ <br />8' <br />11 <br />D.S. — <br />denotes <br />w/End Unit (typ.) <br />r, <br />G! <br />LLJ <br />See Typical Joint Seal <br />Joint Seal between End Unit <br />Detail on this sheet <br />•- <br />N <br />�"� <br />R <br />and Headwall (typ.) <br />t between Units <br />(1'P ) <br />r\ <br />2 <br />J <br />Flow Line <br />Flow Line <br />De v. 55.49 <br />De v. 55.65 <br />'./�/.���/�/i���/���/✓ice/����v <br />,//����/ <br />'����i��/��/� i <br />Li--- -- — <br />-------1-------- <br />--------�-- <br />�s ---� <br />i <br />T <br />----- ----- --- — —— <br />7--- <br />WJA <br />I <br />I I <br />— L - L — — — — — <br />I I <br />I I <br />� 6" Dayton/Richmond <br />Two Bolt preset anchor <br />for 1"0 x 6" Threaded <br />Rod (2) with Double Nuts <br />SEC TION G <br />0 2' 4 e' C/S4 <br />� 6" Dayton/Richmond <br />Two Bolt preset anchor <br />for 1" 0 x 3" bolts, <br />(6" pitch) <br />Inside face of <br />precast bridge unit <br />Precast v� o <br />Wingwall <br />1 x 10 x 14 GOI v. R (P-1) <br />Wosher 4" x 4" x 1/2" <br />411, Galy. (PW -1) <br />2 <br />DETAIL 2 <br />0 1' 2' C <br />No te: <br />Connection Ft's (P-1) <br />must be positioned with <br />small 0 holes toward <br />precast bridge unit <br />Primer Compatible <br />with Joint Wrap <br />Top of Precast <br />Bridge Unit -� <br />7/8" x 1 3/8" Butyl Rope <br />9" Wide Seal Wrap or <br />EZ—Wrap Rubber <br />Precast Bridge Unit <br />TYPICAL JOINT SEAL DETAIL <br />not to scale <br />21'-4" HeadwGII <br />T/Headwall E/ev. 64.00 <br />0 <br />I <br />T Foo tin <br />Ele v. 54.17 <br />Flow Line <br />U.S Elev. 55.65 <br />D.S. Elev. 55.49 <br />20'-0" Spon <br />C Wingwall Connection Plates <br />-nI <br />iu= I <br />iiia" � II <br />II <br />I I I <br />I <br />TYPICAL <br />END <br />ELEVATIONNot <br />WJA <br />U.Se.— <br />denotes <br />Upstream <br />0 <br />2' 4' <br />8' <br />11 <br />D.S. — <br />denotes <br />Downstream <br />APPROVED: <br />FOR CONSTRUCTION <br />Q <br />C y y <br />"j <br />P'' <br />go$ <br />€�v-r3 <br />a$ �' o c <br />£ c m m <br />°c <br />W y a .O N Vf C m <br />to <br />m Czca <br />®egg gym° <br />�4 o <br />LUOc �ate?' <br />y 2 O e C m m > <br />3 m m mina <br />o <br />ti h <br />tp CS M ° J .LO'' CC Q m <br />m� <br />y <br />m m m Cn <br />y0�f'a� <br />W <br />m <br />0 <br />13938 <br />1 <br />WJA <br />I <br />Sheet No. <br />o <br />Z <br />O <br />11 <br />r, <br />G! <br />LLJ <br />•- <br />N <br />�"� <br />R <br />h <br />�o <br />r\ <br />2 <br />0 <br />13938 <br />1 <br />WJA <br />I <br />Sheet No. <br />PAC <br />CAW <br />11 <br />r, <br />G! <br />m N <br />m <br />rngm�o <br />KLD <br />13938 <br />WJA <br />Sheet No. <br />PAC <br />CAW <br />1/71/06 <br />
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