2600 FEDERAL AVE 2021 PORT OF EVERETT 2025-09-29

UNDERGROUND UTILITY STRUCTURES DESIGN LOADING CRITERIA TRAVEL LOADING: 1. ALL UNDERGROUND AND AT GRADE STRUCTURES INCLUDING MANHOLES, CATCH BASINS, HAND HOLES, VAULTS, CLEANOUTS AND OTHER STRUCTURES, INCLUDING ALL RINGS, COVERS, HATCHES, GRATES AND OTHER FEATURES AXLE LOADS: 139K/AXLE 69.51< 69.5K CL STEER AXLE CL DRIVE AXLE WHICH MAY APPLY, SHALL BE CONTRACTOR DESIGNED. ALL VAULTS SHALL BE CONTRACTOR DESIGNED TO WITHSTAND LOADING CRITERIA FOR THE TAYLOR "BIG RED" THDC-976 CONTAINER HANDLER SHOWN ON THIS SHEET UNLESS NOTED OTHERWISE. VAULTS LOCATED WITHIN THE PROTECTIVE BOLLARDS SHALL BE CONTRACTOR DESIGNED TO p� IE Ps WITHSTAND LOADING CRITERIA FOR THE AASHTO HIS 25 TRUCK. III �� III _C 2. LID CASTING AND FRAME SHALL BE 200 KIP PROOF TEST LOAD RATED PER AASHTO M306. �0 3. CONTRACTOR SHALL SUBMIT STAMPED AND SIGNED SHOP DRAWINGS AND CALCULATIONS COMPLETED BY A 7 SPA © 5-5" OC 13'-8" WASHINGTON STATE REGISTERED STRUCTURAL ENGINEER FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION CL CL I'S IRdI OF ALL UNDERGROUND UTILITY STRUCTURES. SHOP DRAWINGS AND CALCULATIONS PROVIDED BY THE CONTRACTOR -GE SHALL ADDRESS BUOYANCY AND SOIL BEARING PRESSURE. OPERATING LOADING: (MAXIMUM OUTRIGGER LOAD) Ls N d 4. STANDARD PLAN REFERENCES AND MANUFACTURER MODEL NUMBERS FOR UNDERGROUND UTILITY STRUCTURES ARE INTENDED TO PROVIDE INTERIOR GEOMETRY AND INTENT ONLY. THE CONTRACTOR SHALL INCREASE REQUIRED 3� 5'-loll Ld REINFORCING AND WALL THICKNESS, AND CHANGE ACCESS GRATE AND COVER AS REQUIRED TO ACCOMMODATE 19 67' LOADING CRITERIA REQUIREMENTS. J Ps = 16K Pd = 65k 5. REFER TO THE GEOTECHNICAL ENGINEERING DESIGN REPORT DATED MAY, 2021 PREPARED BY LANDAU ASSOCIATES 693K 401 K \ U (INCLUDES 10% IMPACT) (INCLUDES 10% IMPACT) FOR SOIL DESIGN CRITERIA TO BE APPLIED TO VAULT DESIGN. Ws = 20" Wd = 51" 6. DEAD LOAD SHALL BE APPLIED TO ALL STRUCTURES, WHICH INCLUDES THE WEIGHT OF THE CONSTRUCTION h Ls = 6.1" Ld = 23" MATERIALS AND THE SOIL. qs = 131 psi qd = 112 psi � 304K 121K TAYLOR BAG RED THDC-976 CONTAINER HANDLER 7. LIVE LOADS SHALL BE APPLIED TO ALL STRUCTURES TO ACT SIMULTANEOUSLY AND IN COMBINATION WITH DEAD - - - LOADS, SOIL LOADS AND HYDROSTATIC PRESSURE. 49'-2 1/2" NOTE: 8. MEASURED DEPTH TO GROUNDWATER IN THE UPLAND AREAS OF THE NORTON TERMINAL GENERALLY RANGES 6 TO CONTAINER HANDLING REACH STACKERS 12 FEET BELOW GROUND SURFACE, BUT IS SHALLOWER ALONG THE EAST EDGE OF THE SITE AS DESCRIBED IN THE CL CL CURRENTLY USED ON SITE ARE HYSTER GEOTECHNICAL REPORT, DEWATERING MAY BE REQUIRED FOR INSTALLATION OF UTILITY LINES AND STRUCTURES RS46-36CH AND LINDE C4535TLS. THE DEPENDING UPON LOCATION, TIME OF YEAR AND TIDE ELEVATION. SEE SPECIFICATIONS AND SOIL AND GROUNDWATER OUTRIGGER PLACEMENT SHALL BE BETWEEN GRID LINES TAYLOR THPC-976 LOADING WILL GOVERN MANAGEMENT PLAN FOR ADDITIONAL GROUNDWATER INFORMATION. A-H. OUTRIGGERS SHALL BE PLACED PARALLEL TO THE OVER THE HYSTER AND LINDE LOADING. BERTHING FACE OF WHARF & SHALL NOT BE PLACED ON VAULT LIDS OR TRENCH DRAINS TEREX HMK 7608 MOBILE HARBOR CRANE N CD o °� o o � CD 0.1 w - 0.4w - 0.4w CL o.i w - 0.4 w - 0.4 w CL 14'-0" 14' TO 30' W = COMBINED WEIGHT ON THE FIRST TWO AXLES WHICH IS THE SAME AS FOR THE CORRESPONDING H TRUCK. NOTE: ADD 10% IMPACT TO ABOVE LOADS HS 25 TRUCK = (1.25 x HS20) VERT DATUM: NAVD 88 CONV TO MLLW = NAVD88+2.03 HORZ DATUM: NAD 83/91 Z IF IS LESS THAN RECORD DRAWING REDUCETSCALE ACCORDINGLY 22x34 a PROJECT ENGINEER: SCALE: RECORD CONDITIONS N. WATSON ASSPORT OF EVERETT SHOWN DWG. N0. G1 .3 ILLUSTRATED IN THESE Port of PLANS REFLECT DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT J. BECKER 05/07/2021 CIP NO. EVERETT1Tff INFORMATION 1-8-900-05 O DRAWN BY: CHECKED BY: m/os/2o23 NW RECORD DRAWING PROVIDED BY THE K. EDWARDS, D. YU N. WATSON PROJECT 1601 5th Avenue,Suite 1300 0 06/21/2021 Nw ISSUED FOR BID CONTRACTOR.RECORD UTILITY STRUCTURE NO. MT—NT-2021-02.2 V P.O� BOX 538 Seattle,Washington 98101 ® 05/07/2021 NW FOR CIN REVIEW APPROVED BY: EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 CONDITIONS WERE NOT W�/ (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. LOADING CRITERIA SHEET NO. 04 OF 150 w