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TRAVEL LOADING: <br />AXLE LOADS: 139K/AXLE <br />11 11111 <br />COXOAO �O �00WL <br />7 SPA © 5'-5" OC <br />69.5K <br />1 <br />CL <br />OPERATING LOADING: (MAXIMUM OUTRIGGER LOAD) <br />69.5K <br />1 <br />CL <br />36' TYP <br />5' —10" <br />J <br />693K 401K <br />rr) <br />I <br />121K <br />J <br />49'-2 1 /2" <br />CL CL <br />OUTRIGGER PLACEMENT SHALL BE BETWEEN GRID LINES <br />A—H. OUTRIGGERS SHALL BE PLACED PARALLEL TO THE <br />BERTHING FACE OF WHARF & SHALL NOT BE PLACED <br />ON VAULT LIDS OR TRENCH DRAINS <br />TEREX HMK 7608 MOBILE HARBOR CRANE <br />Port of <br />EVERETT <br />P 0 BOX 538 <br />EVERETT, WA 95206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />CL STEER AXLE <br />19.67' <br />CL DRIVE AXLE <br />' —C <br />N <br />Ld <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 <br />CURRENTLY USED ON SITE ARE HYSTER <br />RS46-36CH AND LINDE C4535TLS. THE <br />TAYLOR THPC-976 LOADING WILL GOVERN <br />OVER THE HYSTER AND LINDE LOADING. <br />10�?� <br />Y � 0 � 0 <br />O0.1 W- 0.4W - 0.4W CL <br />�.7 <br />----�0.4 W1 10.4 W� CL <br />14'-0" 14' TO 30' <br />r -r <br />W = COMBINED WEIGHT ON THE FIRST TWO <br />AXLES WHICH IS THE SAME AS FOR THE <br />CORRESPONDING H TRUCK. <br />NOTE: ADD 10% <br />IMPACT TO <br />ABOVE LOADS <br />HS <br />25 TRUCK <br />= (1.25 <br />x HS20) <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />DO <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />N0, I DATE I BY <br />REVISION <br />N0, I DATE I BY <br />REVISION <br />RECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />INFORMATION <br />PROVIDED BY THE <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NO - <br />VERIFIED BY ENGINEER. <br />UNDERGROUND UTILITY STRUCTURES DESOGN LOADMG CRITERIA <br />1. ALL UNDERGROUND AND AT GRADE STRUCTURES INCLUDING MANHOLES, CATCH BASINS, HAND HOLES, VAULTS, <br />CLEANOUTS AND OTHER STRUCTURES, INCLUDING ALL RINGS, COVERS, HATCHES, GRATES AND OTHER FEATURES <br />WHICH MAY APPLY, SHALL BE CONTRACTOR DESIGNED. ALL VAULTS SHALL BE CONTRACTOR DESIGNED TO WITHSTAND <br />LOADING CRITERIA FOR THE TAYLOR "BIG RED" THDC-976 CONTAINER HANDLER SHOWN ON THIS SHEET UNLESS <br />NOTED OTHERWISE. VAULTS LOCATED WITHIN THE PROTECTIVE BOLLARDS SHALL BE CONTRACTOR DESIGNED TO <br />WITHSTAND LOADING CRITERIA FOR 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 BY A <br />WASHINGTON STATE REGISTERED STRUCTURAL ENGINEER FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION <br />OF ALL UNDERGROUND UTILITY STRUCTURES. SHOP DRAWINGS AND CALCULATIONS PROVIDED BY THE CONTRACTOR <br />SHALL ADDRESS BUOYANCY AND SOIL BEARING PRESSURE. <br />4. STANDARD PLAN REFERENCES AND MANUFACTURER MODEL NUMBERS FOR UNDERGROUND UTILITY STRUCTURES ARE <br />INTENDED TO PROVIDE INTERIOR GEOMETRY AND INTENT ONLY. THE CONTRACTOR SHALL INCREASE REQUIRED <br />REINFORCING AND WALL THICKNESS, AND CHANGE ACCESS GRATE AND COVER AS REQUIRED TO ACCOMMODATE <br />LOADING CRITERIA REQUIREMENTS. <br />5. REFER TO THE GEOTECHNICAL ENGINEERING DESIGN REPORT DATED MAY, 2021 PREPARED BY LANDAU ASSOCIATES <br />FOR SOIL DESIGN CRITERIA TO BE APPLIED TO VAULT DESIGN. <br />6. DEAD LOAD SHALL BE APPLIED TO ALL STRUCTURES, WHICH INCLUDES THE WEIGHT OF THE CONSTRUCTION <br />MATERIALS AND THE SOIL. <br />7. LIVE LOADS SHALL BE APPLIED TO ALL STRUCTURES TO ACT SIMULTANEOUSLY AND IN COMBINATION WITH DEAD <br />LOADS, SOIL LOADS AND HYDROSTATIC PRESSURE. <br />8. MEASURED DEPTH TO GROUNDWATER IN THE UPLAND AREAS OF THE NORTON TERMINAL GENERALLY RANGES 6 TO <br />12 FEET BELOW GROUND SURFACE, BUT IS SHALLOWER ALONG THE EAST EDGE OF THE SITE AS DESCRIBED IN THE <br />GEOTECHNICAL REPORT. DEWATERING MAY BE REQUIRED FOR INSTALLATION OF UTILITY LINES AND STRUCTURES <br />DEPENDING UPON LOCATION, TIME OF YEAR AND TIDE ELEVATION. SEE SPECIFICATIONS AND SOIL AND GROUNDWATER <br />MANAGEMENT PLAN FOR ADDITIONAL GROUNDWATER INFORMATION. <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY, <br />J. BECKER <br />DRAWN BY: <br />K. EDWARDS, D. YU <br />APPROVED BY <br />SCALE: <br />AS SHOWN <br />DATE: <br />05/07/2021 <br />CHECKED BY: <br />N. WATSON <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />UTILITY STRUCTURE <br />LOADING CRITERIA <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />DWG. N0. <br />G 1.3 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT—NT-2021 —02.2 <br />SHEET NO. 04 OF 150 <br />a <br />U <br />LU <br />