2600 FEDERAL AVE 2021 Plans 2025-09-29 (2)

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 69.5K 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 d WITHSTAND LOADING CRITERIA FOR THE AASHTO HS 25 TRUCK. Ps W C OJ�O OJ O �O OJT• d 2. LID CASTING AND FRAME SHALL BE 200 KIP PROOF TEST LOAD RATED PER AASHTO M306. 10 3. CONTRACTOR SHALL SUBMIT STAMPED AND SIGNED SHOP DRAWINGS AND CALCULATIONS COMPLETED BY A 7 SPA 5) 5'-5" OC 13'-8" N WASHINGTON STATE REGISTERED STRUCTURAL ENGINEER FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION CL CL � OF ALL UNDERGROUND UTILITY STRUCTURES. SHOP DRAWINGS AND CALCULATIONS PROVIDED BY THE CONTRACTOR -� -0 l l SHALL ADDRESS BUOYANCY AND SOIL BEARING PRESSURE. OPERATING LOADING: (MAXIMUM OUTRIGGER LOAD) LIB N d 4. STANDARD PLAN REFERENCES AND MANUFACTURER MODEL NUMBERS FOR UNDERGROUND UTILITY STRUCTURES ARE TT INTENDED TO PROVIDE INTERIOR GEOMETRY AND INTENT ONLY. THE CONTRACTOR SHALL INCREASE REQUIRED 36' TYP 5'-10" Ld REINFORCING AND WALL THICKNESS, AND CHANGE ACCESS GRATE AND COVER AS REQUIRED TO ACCOMMODATE 19.67' LOADING CRITERIA REQUIREMENTS. U Ps - 16K Ed 65k 5. REFER TO THE GEOTECHNICAL ENGINEERING DESIGN REPORT DATED MAY, 2021 PREPARED BY LANDAU ASSOCIATES 593K 401 K \ (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 Ls = 6.1" Ld = 23" MATERIALS AND THE SOIL. qs = 131 psi Ed = 112 psi � 304K 121K TAYLOR BIG 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 o t" l 0.1 W - - CL 0.1 W - -]330'# CL 4'- TO 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) L City of Everett VERT DATUM: NAVD 88 EVERETT Reviewed for Permit 10/26/2021 CONV TO MLLW = NAVD88+2.03 HORZ DATUM: NAD 83/91 IF SHEET IS LESS THAN 22x34 W REDUCE SCALE ACCORDINGLY > RN. WATSONENGINEER, SCALE: PORT OF EVERETT W DWG. N0. G�.3 � A. N. W AS SHOWN -11 DESIGNED BY: DATE: Port of �`y /00 J. BFCKFR 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. 1Tff �i�'-4 DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION 1-8-900-05 V EVERETT 16015th Avenue,Suite 1300 37pt4 K. EDWARDS, D. YU N. WATSON y' UTILITY STRUCTURE PROJECT P.O. BOX 538 Seattle,Washington 98101 � s�73� AppRoveD BY: N0. MT-NT-2021-02.2 EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 ® 05/07/2021 NW FOR CITY REVIEW sioxAL gN 6'�, O (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION �\ LOADING CRITERIA SHEET NO. 04 OF 149 LL