1500 W MARINE VIEW DR SEINER WHARF 2020-07-14

PILE SCHEDULE: GUEST DOCK 5 APPROACH PIER(S2.01) DIAMETER THICKNESS SUPPLY LENGTH APPROX.LENGTH MIN.TIP ELEVATION ULTIMATE DESIGNATION (IN) (IN) BATTER PILE TIP (FT) OF BARE(FT) (FT) LOAD(KIPS) 1-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 PIPE PILE, GALVANIZED. 2-A 24 0.500 VERTICAL OPEN 70 20 50.0 250 SEE PILE SCHEDULE 3/16" PL. BACKUP RING, 3-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 FOR LENGTH 111 CURVED FOR TIGHT FIT TO BASE METAL 1-B 24 0.500 VERTICAL OPEN 70 20 50.0 250 1�45 2-B 222444 4 0.500 VERTICAL OPEN 70 20 -50.0 250 ..D., _1, 3-B 24 0.500 VERTICAL OPEN 70 20 -50.0 250 EL. 0.0' (MLLW) Q 11 1/4' ROOT PILE PILE SCHEDULE: SEINER WHARF SEGMENT D (S3.01) SPLICE DESIGNATION DIAMETER THICKNESS BATTER PILE TIP SUPPLY LENGTH APPROX.LENGTH MIN.TIP ELEVATION ULTIMATE (IN) (IN) (FT) OF BARE(FT) (FT) LOAD(KIPS) RII TYPICAL PILE SPLICE WELD 1-A 24_ 0.500 _ VERTICAL OPEN 70 20 -50.0 250 1-B 24 0.500 VERTICAL OPEN 70 20 -50.0 250 _ 'ThC> 2-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 EXISTING GROUND 2-B 24 0.500 VERTICAL OPEN 70 20 -50.0 250 3-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 \\S\\,\\ \\ \ \\'\\�\\� 3-B 24 0.500 VERTICAL OPEN 70 20 -50.0 250 4-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 Qi �-A 4-B 24 0.500 VERTICAL OPEN 70 20 -50.0 250 a �1� 5-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 > 5-8 24 0.500 VERTICAL OPEN 70 20 -50.0 250 CD Ell 6-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 w 6-B 24 0.500 VERTICAL OPEN 70 20 -50.0 250 m 7-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 E4 ....._ BOTTOM PILE SECTION 7-B 24 0.500 VERTICAL OPEN 70 20 -50.0 250 CAN BE BARE. SEE • APF INSIDE FLANGED CUTTING PILE SCHEDULE FOR SEE TYPICAL 8-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 N SHOE OR APPROVED EQUAL. LENGTH IIIEN ` © PILE SPLICE 8-B 24 0.500 VERTICAL OPEN 70 20 -50.0 250 INSTALL PER MANUFACTURER'S WELD DETAIL 9-A N RECOMMENDATIONS.:Il 9-8 24 0.500 VERTICAL OPEN 70 20 -50.0 250 - 10-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 i W 10-8 24 0.500 VERTICAL OPEN 70 20 -50.0 250 re TYPICAL PIPE PILE PILE SPLICE 11-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 z 11-8 24 0.500 VERTICAL OPEN 70 20 -50.0 250 LATYPICAL FOR ALL FIELD PIPE PILE SPLICES (SHOP WELDS, IF REO'D. SIMILAR) a BULKHEAD 24 0.500 VERTICAL OPEN 70 20 -50.0 -- i BULKHEAD HP16x88 -- VERTICAL -- 40 0 -25.0 -- z 0 F 0 7 In z PILE SCHEDULE: PACIFIC RIM PLAZA PLATFORM(S4.01) 0 a DIAMETER THICKNESS SUPPLY LENGTH APPROX.LENGTH MIN.TIP ELEVATION ULTIMATE a DESIGNATION (IN) (IN) BATTER PILE TIP (FT) OF BARE(FT) (FT) LOAD(KIPS) m 1-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 o 2-A 24 0.500 VERTICAL OPEN 70 20 -50.0 250 B0 1-B 24 0.500 VERTICAL OPEN 70 20 -50.0 250 a, 2-8 24 0.500 VERTICAL OPEN 70 20 -50.0 250 4 1-C 24 0.500 VERTICAL OPEN 70 20 -50.0 250 i2-C 24 0.500 VERTICAL OPEN 70 20 -50.0 250 D: F. F. rn C) 3 1 o I II CA U) IF THIS DRAWING IS NOT 0 22'x34' SCALE ACCORDINGLY. I- PROJECT ENGINEER: SCALE: DWG, NO. J a ' PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY �L,IAN& T. BELSICK NOTED PORT O F E V E R E T TS1.02 PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE .\ DESIGNED BY: DATE: SEINER WHARF SEGMENT D Sc I CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. .-. �,.1 OP NO. 2-0-023-01 ,o � Port O� 1736 Fourth Avenue S.,Suire.1 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, '•�#� T','7A A V. NGUYEN JUNE 13, 2016 o .,. 12 ® I m Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF O a DRAWN BY: CHECKED BY: PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 7 P:20bM:187 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY �, m �1�• DEMII r.N G I N E ERS,I NC. uvw.pnAcn neer;.eo�„ AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN off, s�.>s31x o0 20' G. DEAN T. BELSICK PROJECT b �/ P.O. BOX 538 1/X06/13/16 TB ISSUED FOR BID AND CONSTRUCTION APPROVAL FROM PND, DRAWINGS ARE ALSO NOT TO BE USED '5s'`NAL �.4. APPROVED BY: NO. MR-CM-2016-O6 EVERETT.WA 98206 IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT 70 F' Y (425) 259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (p//3//(. PILE DETAILS AND SCHEDULES SHEET NO. 21 OF 71