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HomeMy WebLinkAboutW-381210N TM MW�y� t"J N 1• T� i FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. 'Mh$re shown an Ina plans or in the spKificolion$ or required by the Engine , Joint restraint system (Shackle lode] shall he used. Alf pints reslreinl materials used shall be Ihose mpnufoC tared by Slor National Prpducls, 1323 Holly Avenue, PO 8­ 258, CoUbur, Ohio 43216 unless O equal altelnote ,e epporou" in —it" by the Engnrer_ Steel Tmce: M.virrr-la Nigh eA588 trenggth law -array steel (car -tan), ASTkl hrot-treated. I. Tiewt: ASTkt A586. Grade P. Car -Ten, awd to Superstar 1iNadt SST 7 5/8- fw 2' and 3' mecha'pi nical nts (M,J,) wilh eye Iw 5/8' red SSi 7 3/4- for 4- to 12- M.JI, with eye tar 3/4- rod SST 758 : 3/4' for 14' 10 24' M-a with dye for 3/4' red SST 747 3/4' for 4" to 12" 41131 with eye far 7/8" and 1' rod SST 757 : 3/4" for 14" l0 24' M.3. wilry eye Iw 7/8' entl 1" rod SST 77& 1' !a 30' t0 .T6' M,3 with eye far 1' rod 2.Tienut: Hex Nut ASTM ASM, Credo B, Cor-Ten, equal to Sup -Star Tlenut S56 far 5/8-, 3/4'. 'Ir.I' ''chat and rend 3. reeauplinq with 7ieslop pin ASTIA AM& Grade 9. COr­Ten, equal to Supe'Stor Tiecouplinq S510 for 5/8'. 3/4', 7/8", 1J Tirmd 4. Tierod: Cant:woue threaded rod !w culling to d"0 lengths ASTA1 A58& Grade 13. Cor-Ten, equal to SuperStgr Tinod SS12 for 5/8", 3/4', 5. Tiewoeher ASTM A588, Grade 8, Cor-Ten, &ol to SuPerSlpr Tiewgsher SSl7 far 5/8-. 3/+'ga , 7/0", 1' round f101 washer Nmber and 8ne Installation_ IrSoll the joint restraint System in acawdrrw:e uilh the /Aaaufoclurei s instructions so all jams pre mecho.icolly locked togeNer tip prevent joint Separation. T,ehnlls Shall he installed to puR against the mechanical pinl body and not the M.3. ldloeer. Torque nuts all 75-90 feet pounds Ipr 3/4" nuts Install lieceuplingl with both rods threaded ta equal dl$nce into tiecow ng$. Arrange lived symmelricolly around the pipe. Where o Mmufacturer's rn ch mat "pint vplre or Gltkeg iS supplied with slots far 'T" hats '-$lead of hales, q !longed rwya with a Ilgnge by macho -'col "pint adaptor shall be used instead, so a$ IP proWde by space Parr l0oolir.q tiebdt- Whae a-MA.OUS run of pipe is req.lred 10 be 1451[10igcd, nit ru of restrained pipe shall be grwter than 60 feet in length bete& fittings Insert lonq body "rid 1leeve5 o$ required M longer runs to keep Herod lengths No the 60 tool m Arnurn. Pipe used in oontnuw18y reetronad runs shall be meowicd Joint wipe and HOW is $has he installed a od guides of h plot. ell. - amiII' gooll� � 1 Q © v o 20' TOP 6' 3' HIGH TEMPORARY _ SURCHARGE i 4• -•44♦ 2:1 SLOPE 2:1 SLOPE ,�: EXISTING WETLAND PROPOSED �._ 16" WATER STREAM CHANNEL MAINTENANCE BERM DETAIL N.T.S. PUBLIC LYOR]{g SHACKLE RODDANS Ste' PL- 884.5 DEPARTMENT AND TIE BOLTS r i•[ARCFI 2010 c:lpwworking\nai\_x_g rim a ndo\d 0321992\C8811 _DE_UTD07A.dg IT 8:21:50 AM REr IION STATE FED.AID PROJ.NO. 7/20/2017 10 WAS GRimando G. RIMANDO JOB NUMBER B. HELSLEY IREV 0 - RFC 1 07/20/17 CONTRACT NO. I LOCATION NO, C. CHEN IREV A -FINAL REVIEW 1 07/10/17 C8811 L. ENG I REVISION I DATE BY ATK/1VS0N J(JL 21-, 2,17 "tLEASEID AS -BUILT I I DATE STAMP BOX -- Washington State Department of Transportation W-381210 PLAN REF NO 1-405 / SR 167 INTERCHANGE UTD07A DIRECT CONNECTOR SHEET 253 OF 88 WATER DETAILS SHEETS