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

EXISTING SEGMENT C CONCRETE CAP TIMBER DECK PER PLAN WITH 1/2 3/16"0x4" CONCRETE SCREW AT GAP FIRST(6) AND #10x3" DECK SCREWS MITER EDGES FOR EXISTING SEGMENT C AT BALANCE. CENTER SCREWS ON CONCRETE CAP GUEST DOCK 5 SLEEPER & COUNTER SINK FLUSH FINISH FENCING, /APPROACH PIER FLUSH WITH TOP OF DECKING TYP. 8'-0" T.O. EXISTING CONCRETE CAP EL. +17.43' FIELD VERIFY 9" �iM1 ' !'""7-.1M-11111111""=-1T.O. DECKING ►a�IM1►�S E�►�111►�Mil� MAX. / T.O. CONCRETE PANEL _.r�r:i J.r►tom► �,.�� LI .a�+s+�m =. . 1 - • -\ ° ° ° 4.. I1 �I SLEPER PER PLAN W/ ° d• • • 1i • 1 2"0 x 6" HILTI KWIK HUS EZ ° ° — — — — E 4x P.T. SLEEPER • ' • ° ° ° 4° . SCREW ANCHOR AT 16" O.C., 1;1`2 i AT 24" O.C., TYP. ° ° ° ° CENTERED &COUNTERSINK 3/4" MAX. I — TAPER ®RAMP ° ° 4 _ _ _ — ♦ (m o 0 0 0 00 $ o o ° o EDGE OF ® !°° (I — $ — — I a^ °4 • ° APPROACH PIER I NOTES: i I 1. AT DECK BOARD SPLICE, PROVIDE (1) I 4" MIN SEISMIC JOINT SCREW AT EACH PIECE. 4 — MI — — — — — — — — 6" MAX PER PLAN 2. SEE D/52.04 FOR ADDITIONAL o 4 : ' , t INFORMATION NOT SHOWN OR NOTED. o , v\\‘ 3. TRANSVERSE REINFORCEMENT NOT .; SOLID 2x6 P.T. TIMBER ® SECTION SHOWN FOR CLARITY. DECK, SPAN AS SHOWN 4. COORDINATE LOCATION OF ANCHOR TO i — — — i SCALE: , t/2" = t'-o" AVOID CONFLICT W/REINFORCEMENT. ° I ° 4 — — — — — TAPERED 4x 1P.T. SLEEPER TIMBER PER PLAN MI�FLUSHEDGES FINSH ° PI AT 24" O.C., TYP. OW er010601*1 ETI ' ._ _mum. . / I — I I 1 1 EDGE OF T.O. CONCRETE PLANK `-..-- � . N►m► ,"ra'� -4.1'-4 IMIIIIMIIIMMilipor d / I I I I I I I CONCRETE PIER ° • 3x P.T. ° e I //� I I I I I. I I I ° 4 a 4 , ° SLEEPER PER AT CORNER N I I I I I PLYWOOD JOINT SLEEPER PER PLAN W/(1) 3" PLAN, TYP. I I LI__._ I I I I I /-COVER • 1/2"0 x 6" HILTI KWIK HUS CONCRETE PANEL T o ° -- / EZ SCREW ANCHOR, CENTERED q PER PLAN C- 4 u ¢ ° ° I I 9" & COUNTERSINK 3/4" MAX. 4 . 4 ° OT MAX. NE: if • ° © SEE SECTION L/S2.05 FOR ADDITIONAL cc 8° 9 I Atk SECTION INFORMATION NOT SHOWN OR NOTED. ® SCALE: 1 1/2" = 1'-0" •E TRANSITION PLAN NOES: 1. SPLICE DECK BOARDS AT SLEEPER ONLY. 2. RIP P.T. SLEEPER TO SIZE AND FIELD TREAT - CUT EDGE PER SPECIFICATIONS. ''E MINIMUM WIDTH OF DECK PIECE TO BE 3". 3x6 CONT. P.T. FLUSH 4. PLYWOOD JOINT COVER TO EXTEND TO FACE AT EDGE OF PLYWOOD W/#10 DECK SCREWS AT OF APPROACH PIER. 12" O.C. CENTERED E ISALVAGED CHAIN-LINK FENCE POST, SEE S2.06 1/2" EXISTING SEGMENT C FOR LAYOUT GAP CONCRETE CAP 1 TEMPORARY APPROACH PIER TRANSITION PLAN `c 52.01 SCALE: 1/2" = ,'-o" 1" T.O. EXISTING CONCRETE CAP c w T.O. CONCRETE PANEL �� 111 . IIJEDGE OF CONCRETE PIER i 1 1/8" P.T. PLYWOOD JOINT COVER BELOW FENCE POST BASE PLATE WITH 3/16"0x6" 3" SEISMIC JOINT CONCRETE SCREW AT 12" O.C. BETWEEN PER PLAN v° FENCE POSTS. PROVIDE 1 1/2" EDGE DIST. iFROM PLYWOOD TO SCREW - I GI SECTION ci SCALE: 1 ,,2" = ,'_D" a IF THIS DRAWING IS NOT 1.22"x34" SCALE ACCORDINGLY. s ' PROJECT ENGINEER: SCALE: PORT OF F E V E R E T T DWG. NO. a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED S2.05 Porto PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE `.' a DESIGNED BY: DATE: p� CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. I✓� SEINER WHARF SEGMENT D OC . I I 1736 Fourth Avenue S.,Suite WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, ` // .4. J. RUPP JUNE 13, 2016 CIP NO. 2-0-023-01 E Seattle,Washingron98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ',IT 1-,( PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 N (� ® © © DRAWN BY: CHECKED BY: P:2tK.6?A.t387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY • a h m G. DEAN T. BELSICK PRaECT �• ENGINEERS,INC. www.pnden, AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN �,p 0039312 so MR-CM-2016-06 N gineerF.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED E' '•1ssss V� GUEST D 0 C K 5 APPROACH PIER N0. E P.O. BOX 538IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT S ONAL @ APPROVED BY: / EVERETT,WA 98206 /0\06/13/16 TB ISSUED FOR BID AND CONSTRUCTION S/ B (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. 411;49 TRANSITION PLAN AND DETAILS SHEET NO. 26 OF 71