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19.67' <br />PdPs <br />12.63'11.33'Ps <br />WdLd <br />Pd <br />Pd <br />PdLs <br />Ws24"14' TO 30'6'0.4 W0.1 W <br />1.40' <br />0.4 W <br />0.4 W0.1 W 0.4 W <br />W = COMBINED WEIGHT ON THE FIRST TWO AXLES WHICH <br />IS THE SAME AS FOR THE CORRESPONDING H TRUCK. <br />NOTE: ADD 10% IMPACT TO ABOVE LOADS <br />CL STEER AXLE CL DRIVE AXLE <br />CL <br />CLCL <br />CL <br />0.2 WCL <br />CL40K0.8 W0.8 W40K10KHS 25 TRUCK = (1.25 x HS20) <br />Ps = 16K Pd = 65k <br />(INCLUDES 10% IMPACT)(INCLUDES 10% IMPACT) <br />Ws = 20"Wd = 51" <br />Ls = 6.1"Ld = 23" <br />qs = 131 psi qd = 112 psi <br />TAYLOR "BIG RED" THDC-976 CONTAINER HANDLER <br />NOTE: <br />CONTAINER HANDLING REACH STACKERS CURRENTLY USED ON SITE <br />ARE HYSTER RS46-36CH AND LINDE C4535TLS. THE TAYLOR THPC-976 <br />LOADING WILL GOVERN OVER THE HYSTER AND LINDE LOADING. <br />UNDERGROUND UTILITY STRUCTURES DESIGN LOADING CRITERIA <br />1.ALL UNDERGROUND AND AT GRADE STRUCTURES INCLUDING MANHOLES, CATCH BASINS, HAND HOLES, <br />VAULTS, CLEANOUTS AND OTHER STRUCTURES, INCLUDING ALL RINGS, COVERS, HATCHES, GRATES AND <br />OTHER FEATURES WHICH MAY APPLY, SHALL BE CONTRACTOR DESIGNED. ALL VAULTS SHALL BE <br />CONTRACTOR DESIGNED TO WITHSTAND LOADING CRITERIA FOR THE TAYLOR "BIG RED" THDC-976 <br />CONTAINER HANDLER SHOWN ON THIS SHEET UNLESS NOTED OTHERWISE. VAULTS LOCATED WITHIN <br />THE PROTECTIVE BOLLARDS SHALL BE CONTRACTOR DESIGNED TO WITHSTAND LOADING CRITERIA FOR <br />THE AASHTO HS 25 TRUCK. <br />2.LID CASTING AND FRAME SHALL BE 200 KIP PROOF TEST LOAD RATED PER AASHTO M306. <br />3.CONTRACTOR SHALL SUBMIT STAMPED AND SIGNED SHOP DRAWINGS AND CALCULATIONS COMPLETED <br />BY A WASHINGTON STATE REGISTERED STRUCTURAL ENGINEER FOR APPROVAL BY THE ENGINEER PRIOR <br />TO FABRICATION OF ALL UNDERGROUND UTILITY STRUCTURES. SHOP DRAWINGS AND CALCULATIONS <br />PROVIDED BY THE CONTRACTOR SHALL ADDRESS BUOYANCY AND SOIL BEARING PRESSURE. <br />4.STANDARD PLAN REFERENCES AND MANUFACTURER MODEL NUMBERS FOR UNDERGROUND UTILITY <br />STRUCTURES ARE INTENDED TO PROVIDE INTERIOR GEOMETRY AND INTENT ONLY. THE CONTRACTOR <br />SHALL INCREASE REQUIRED REINFORCING AND WALL THICKNESS, AND CHANGE ACCESS GRATE AND <br />COVER AS REQUIRED TO ACCOMMODATE LOADING CRITERIA REQUIREMENTS. <br />5.REFER TO THE GEOTECHNICAL ENGINEERING DESIGN REPORT FOR SOIL DESIGN CRITERIA TO BE APPLIED <br />TO VAULT DESIGN. <br />6.DEAD LOAD SHALL BE APPLIED TO ALL STRUCTURES, WHICH INCLUDES THE WEIGHT OF THE <br />CONSTRUCTION MATERIALS AND THE SOIL. <br />7.LIVE LOADS SHALL BE APPLIED TO ALL STRUCTURES TO ACT SIMULTANEOUSLY AND IN COMBINATION <br />WITH DEAD LOADS, SOIL LOADS AND HYDROSTATIC PRESSURE. <br />Designed <br />ACTION APRVDDATE <br />Drawn <br />Checked <br />REVISIONDATENO.APRVD <br />PLANS ISSUED FOR 3200 Cedar Street <br />Everett, WA 98201 <br />425.257.8800 everettwa.gov <br />PORT GARDNER STORAGE FACILITY <br />WEST MARINE VIEW DRIVE <br />STORM AND COMBINED SEWER DESIGN <br />WORK ORDER UP3815-02 <br />ACTION APRVDDATE ACTION APRVDDATE <br />BID CONST <br />Design Review Level <br />142RECORD <br />Of Total <br />Sheet No. <br />Drawing <br />PRELIMINARY <br />44572 <br /> <br />GENERAL <br />NORTON TERMINAL <br />UTILITY STRUCTURE LOADING CRITERIA <br />G-2013 <br />5 <br />K. WEBER <br />T. FRANKLIN <br />K. WEBERSurveyed By # Date # Control Monument # City of Everett Field Book/Starting Page # / #Filepath\FilenameC:\USERS\TFRANKLIN\DC\ACCDOCS\BC ACC PROJECT HUB\103977 - EVERETT CONVEYANCE PACKAGES A_C_E\PROJECT FILES\300 DESIGN\UP3815-02\CAD\001 G\SHEETS\3815-02-G-2013.DWGPlot date 12/8/2025 9:26 AM Plotted by Travis Franklin Last saved by TFranklin Plot style Everett-2016.stb Sheetset Name #####################12/09/2025