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REINFORCEMENT NOTES <br /> OTENSION LAP SPUCE LENGTH PER SCHEDULE DOWEL BAR EMBEDMENT <br /> REINFORCING BAR 100%CONTINUOUS FROM BARIDH <br /> HOOK <br /> (^ ^ <br /> ( 1 `../ FIRST POUR ACROSS JOINT SIZE LENGTH <br /> O REINFORCING BARS CONTINUOUS ACROSS 4 10" 8" <br /> TRANSFORMER JOINT 5 12" 10" <br /> O WATERSTOP, 6 <br /> 7 <br /> 45 12° <br /> 17" 14° <br /> (-) <br /> CORNER BARS TYPICAL-BAR SIZE SAME AS 8 20" 16" <br /> REINFORCEMENT THAT DIRECTION 9 22" 19" <br /> /( o\\ <br /> BOLLAR , P .-BAR SIZE SAMEJ I-- r- <br /> =� C/ AS REINFORCEMENT THAT DIRECTION <br /> TENSION LAP SPLICE LENGTHS <br /> i <br /> ct <br /> j �— UNCOATED BARS COATED BARS HOOK <br /> —(^1 / EXISTING VAULT, TYP —� RELOCATED MAILBOX SIZE BARS EiAR <br /> TOP OTHERSBARS <br /> TOP 0 Mit <br /> LENGTH <br /> J \ \ 8° 2'-1" 3'-4" 2'-6" <br /> ( l ® 1/2"0x3 3/4" 4 5 2'-J EXPANSION ANCHOR,TYP 3'-4" 2-7" 4'-O" 3'-1" CORNER BAR LENGTH <br /> 6 4'-0" 3'-1" 5'-0" 3'-9" <br /> 3 4" Ili <br /> 7 5'-10" 4'-6° 1-0" 5'-5" SIZEBAR LCB <br /> .n \ /. MAX. 8 6'-8" 5'-1" 8'-0" 6'-2" <br /> _ 3 1'-4" <br /> 9 T-6" 5'-10" 9'-1° 6'-11" 4 1'-9" <br /> 48"x48"x4"kir THICK <br /> CONCRETE PAD. TOP BARS: WHERE MORE THAN 12 INCHES OF CONCRETE 5 2'-3" <br /> PROVIDE BROOM IS PLACED BELOW THE REINFORCEMENT. 6 2'_7" I LCB i <br /> —(^ (^0 ' FlNISH ON SURFACE. <br /> J 5'-6" �. J ASSUMES TENSION LAP SPLICE GRADE 60 BARS CLASS <br /> 7 3'-10 <br /> 1 1 (4)t4 BAR EACH WAY B 4000 PSI CONCRETE. <br /> TYP I. <br /> TO BE USED FOR ALL TENSION LAP SPUCES UNLESS n' <br /> APPROVED BY THE ENGINEER OR NOTED OTHERWISE ON <br /> S BOLLARD LAYOUT T MAILBOX ANCHORAGE THE DRAWINGS' 0 <br /> D1.01 SCALE IN FEET D1.01 SCALE IN FEET ° nMN 1111111111111111111111111 NMI 11111.111111111111111111 <br /> :. <br /> MN NMI IIIIIIIIIIOIIIIIIII MI 1111111 2 <br /> 0 112. 4111111L11110i 0 1 2 1 0 1 2 ' <br /> T- " M'. ! P'' <br /> A 0 P 5 �' 8 <br /> NOTE: e e <br /> ALL PIPE SHALL BE PAINTED ,'.a O <br /> o TRAFFIC YELLOW <br /> '7 <br /> j> .I 6" SCH. 40 STEEL PIPE <br /> FILLED W/CONCRETE <br /> • MN TOP ROUNDED ay REINFORCEMENT DETAIL <br /> CRUSHED GRAVEL a S4.04 SCALE IN 1-ttl <br /> c 1 <br /> \/,/��j\\� \�\ /.. <br /> / DOWEL TYP REINFORCED <br /> F " HORIZONTAL REINF. 1 CONCRETE WALL <br /> �// 8 \� 3 COVER OVER FOOTING STRUCTURAL Q <br /> '�'' o j.e. `// SLAB GRADE h <br /> c� a'/ ter <br /> �j 2° MIN. s w O. P P <br /> 2500 PSI CONCRETE MIN, TYP CLR. .p.. a' <br /> cn <br /> sF'.. <br /> , <br /> — HOOK 3" MIN. <br /> I MIN. LENGTH CLR. <br /> o U_ __BOLLARD DETAIL_ __ REINFORCEMENT DETAIL <br /> Q S4.04 SCALE IN FEET ____ ___ - __._. __.. _.._._ __.. SCALE IN FEET <br /> mm MINNIIIIIIIII <br /> O1 0 1 2 . 1 0 1 2 <br /> W <br /> 6 IF THIS DRAWING IS NOT 27x34" SCALE ACCORDINGLY) <br /> I- PROJECT ENGINEER: SCALE: DWG. NO. <br /> a PND ENGINEERS,INC IS NOT RESPONSIBLE FOR SAFETY ��,{.IAM T. BELSICK NOTED <br /> PORT OF EVERETT S4.04 <br /> I PortPROGRAMS METHODS OR PROCEDURES OF OPERATION,OR THE Y1 DESIGNED BY. DATE: <br /> of CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �; - WATERFRONT PLACE CENTRAL CIP NO. <br /> 1 1736FoutthAvcnueSSuaeA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, t K. BURKE FEBRUARY 2016 3-8-003-02 <br /> g '�"' ® 1 ® ® Seattle,Washavon 98134 THEE SPE CACATIO SHALL CONFORM TO STANDARDS OF r A <br /> EVERETT P:206.624.1387 <br /> ndengtn INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY -7.:✓ h,', / DRAWN BE CHECKED BY, WEYERHAEUSER BUILDING RELOCATION <br /> - t ENGINEERS,INC. www.pndengtneers.com ^ AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN + .,,, aTaPEo ^ .D. McDONALD C. WIEST PROJECT TR—WH-2016-01 <br /> I , P.O.BOX 538 /n\ n6 -� ISSUED FOR BID APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED No- MISCELLANEOUS AND REINFORCEMENT .. _ <br /> �7 WA 98206 'V` AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT /a APPROVED <br /> $[ (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. 16 ��%/ .,LSLIEEL NO. 19 OF 2 <br /> 21251 <! DETAILS <br />