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A PER SCHEDULE O <br /> LONGITUDINAL <br /> STRAND, TYP. <br /> #4 TIE LONGITUDINAL <br /> I f-72" CLR. BOTTOM LONGITUDINAL REBAR, TYP. <br /> ID 12" O.C. <br /> TYP. f <br /> STRAND, TYP. TOP LONGITUDINAL (5) #4 HOOKED <br /> STIRRUP, TYP. SLAB SHEAR KEY, BAR, TYP. BARS ®9" O.C. TYP. #4 STIRRUPS <br /> WHERE APPLIES ®12" O.C. 2" CLR. <br /> ll <br /> — S . ABOUT OSHEAR KEY, <br /> 7" TYP. a a a a- -0 — j-7 - —� — — 4'-6" <br /> . I a 7 d • a� • J <br /> I I d d d a `co <br /> / a a a d 4 <br /> • �%- 1144N <br /> 40 u 0 0 0 0 0 0 �J�\ —C.G. STRAND <br /> ' FLUSH END AT PANELS <br /> OANDOPANEL ° a a <br /> I 2" CLR. ® 3/4" CLR. f 3 1/2" <br /> • FLUSH END <br /> 4,-5" <br /> INTERIOR PANELS <br /> • • i — — I — NOTES: <br /> 1. STIRRUP & TIE REINFORCEMENT <br /> TO BE LOCATED TOGETHER <br /> 1'-5" BOTTOM STRAND & STIRRUPS TOP LONGITUDINAL BARS l'-7" O TYPICAL PANEL SECTION CREATING A CLOSED TIE. <br /> TYP. STIRRUPS NOT SHOWN FOR CLARITY TYP. VERIFY FLUSH PANEL EDGE <br /> 0 SCALE: 1 t/2` = t'-o` LOCATION AND ORIENTATION <br /> PER PLAN. <br /> TYPICAL PANEL PLAN <br /> SCALE: 3/4" = 1'-0" <br /> t GROUT <br /> SAND BLAST SHEAR <br /> c PRECAST CONCRETE KEY PRIOR TO <br /> PANEL, TYP. / GROUTING, TYP. <br /> tc <br /> 1 1/2" 1— <br /> i vI. , zo <br /> PRESTRESS PANEL SCHEDULE <br /> C 141 <br /> PANEL ID PANEL LENGTH BOTTOM STRAND TOP REBAR N <br /> C <br /> LU <br /> li O 20'-0" (9) 0.6"0 (5) #6 1 1/2" } . . a <br /> IE <br /> O20'-2" (9) 0.6"s (5) #6 2" <br /> 1 — iii 1 1/2" <br /> - 3O 20'-4" (9) 0.6"0 (5) #6 TYP. <br /> <> 2C-6" (9) 0.6"0 (5) #6 2 SHEAR KEY <br /> t S2.01 SCALE: 1 1/2" = 1'-0` <br /> z O 20'-8" (9) O.6"0 (5) #6 <br /> O20'-10" (9) 0.6"0 (5) #6 <br /> z <br /> v O 21'-0" (9) O.6"0 (5) #6 <br /> i O 21'-2" (9) 0.6"0 (5) #6 <br /> NOTES: <br /> v 1. EQUALLY SPACE BOTTOM STRAND IN SINGLE LAYER. <br /> 2. EQUALLY SPACE TOP REBAR IN SINGLE LAYER. <br /> E <br /> c U <br /> c <br /> C:) \'...4--' 1 <br /> c <br /> IF THIS DRAWING IS NOT <br /> "22"x34" SCALE ACCORDINGLY. <br /> PROJECT ENGINEER: SCALE: PORT OF EVE R E T T DWG. NO. <br /> a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY IAN J. KEISER NOTED S2.03 <br /> PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE t.��' pr�/� SEINER WHARF SEGMENT D Sc <br /> I ^�• �" DESIGNED BY: DATE: <br /> Porto CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAW NGS ✓k <br /> r,3GI1mr,Envcnncs.,s,�Irc.A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, • /` T• �A A J. RUPP JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> �,�� ® © © Sc2rtIc,W HnnpRnYSU4 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF '��I •F-: !!! PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> x. _� DER tY DRAWN BY: CHECKED BY: <br /> _ I":2(16.62i.I3N7 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY y G. DEAN T. BELS CK PROJECT <br /> �7,• Ii I�GII�I!FIRS,Ih(:. wvw.pndcnGinccrs.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN a,,, o 3n7 0.,44t' MR-CM-2016-06 <br /> vl <br /> E I', P.O. BOX 53806/13/16IN ANOYVMANNEER THADT WOULDI CONSTITUTE SO DETRIMENT <br /> IMONBE USED `nsS2pNAL�'�GAPPROVED BY: GUEST DOCK 5 APPROACH PIER NO. <br /> EVERETT, WA 98206 TB ISSUED FOR BID AND CONSTRUCTIONA <br /> (425) 259-3164 No. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. 401/,/ SLAB PLAN AND DETAILS SHEET NO. 24 OF 71 <br />