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EXISTING SEGMENT C _FIELD VERIFY TO MATCH <br /> SHEET PILE WALL EXISTING SHEET PILE <br /> 3" 4'-0"t <br /> 3/8"t TAB, Typ, FIELD VERIFY <br /> TYP. AS <br /> ANODE MOUNTED ON WATER WELD TO <br /> SIDE AT 14'-0"± O.C. ADJUST WALL, TYP, <br /> AS NEEDED FOR ANODE CORE TO 2" ALUMINUM <br /> REST AGAINST OUTER FACE, TYP. TYP. ANODE 115# <br /> ANODE INSTALLATION-PLAN <br /> SCALE: 1/2" = 1'-0" <br /> SHEET PILE ANODE ELEVATION <br /> SCALE: 1 1/Y = 1'-0" <br /> EXISTING SEGMENT C <br /> CONCRETE CAP <br /> A <br /> t 3" <br /> TYP, TAB <br /> ,f BOTTOM OF <br /> I I IIi I ij 7" I 11 H CONCRETE CAP <br /> o i i I _ I I I ANODE <br /> 46 11 ' i1 I ! I WELD SEAM FOR 6" AT EACH `� Efff <br /> I � ! , 1, 1 SHEET PILE JOINT(MIN. 1/4" WELD), <br /> g II I I ! ,I ! I I REMOVE COATING ON EXISTING SEGMENT C <br /> I ! I' � SHEET PILE WITH IN 2" OF WELD. REPAIR <br /> a ! I I 3 COATING AFTER INSTALLATION <br /> W <br /> i <br /> ce ! I ' II <br /> o IIIII III II 6" <br /> I -C3 1 <br /> I <br /> o :, € , ; 1 ( E0 SECTION • <br /> F <br /> U <br /> SCALE: 3" = 1.-0" <br /> O II <br /> 1 I 1 <br /> I i I i <br /> z I I 1 i 1 1 11 ANODE, TYP. <br /> a <br /> OT 1 I III 1 i ! 1 <br /> D= i 1 € 111 ! II I € <br /> o I I <br /> D 1 ! I i 1 I FINAL <br /> j 1 11 I s[ ! ( 1 I I MUDLINE <br /> LL I [I I 1 I 1 1 ! <br /> 6 ! ! I I I 1 1 €_ € 1 I (� TYP. ( 1 <br /> 1 I I 11 1 I <br /> Z i I / I / /, / / / / E / /, / / / / / / / / / / / / / / /\ <br /> I I <br /> W I I I 1 I I €€ ` Pi , I ! <br /> N \\ \ \\ \/%\/%\/%�/\\�\\i\\�i�\�i�����\moi\\i\\j�\j//j/j\j/\%/%\%/\�//\/A/ <br /> (V <br /> o ANODE INSTALLATION-ELEVATION <br /> ( <br /> SCALE: 1/2" = 1'-0" <br /> rc <br /> ,T, IF THIS DRAWING IS NOT i <br /> 0 22"x34" SCALE ACCORDINGLY, <br /> I— PROJECT ENGINEER: SCALE DWG. NO. <br /> O PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED PORT OF E V E R E T T S 6"01 <br /> PROGRAMS.METHODS OR PROCEDURES OF OPERATION,OR THE ` DESIGNED BY: DATE: V <br /> a CONSTRUCTION OF THE DESIGN SHOWN ON OHESE DRAWINGS. L� SEINER WHARF SEGMENT D CIP NO. 2-0-023-01 <br /> 0 Porto I I 173G Fourth Avenue S.,SnireA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, #'+1716 A V. NGUYEN JUNE 13, 2016 <br /> a �,�� ® ® © Sea�de,wash 98134 THE.SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 'Ji/ !!! PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09°n DRAWN BY: CHECKED BY: <br /> v> P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY A h PROJECT <br /> �a ngineess.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN °A 44,39312 41.`2. G. DEAN T. BELSICK NO. MR-CM-2016-06 <br /> �• ENGINEERS, wuw.pnde SEGMENT C <br /> N P.O,BOX 538 / IN ANOYVMANNAL R THAT WOULD CON NTE MD. DRAWINGS ARE ALSO <br /> DETRIMENT USED `ASS,ONAL l'y APPROVED BY: <br /> o / �O6 13 16 TB ISSUED FOR BID AND CONSTRUCTION <br /> j (425) T,WA 98206 DIRECTLY OR INDIRECTLY TO PND. %3/.' CATHODIC PROTECTION SYSTEM DETAILS SHEET NO. 46 OF 71 <br /> 2 (425)259-3164 NO. DATE BY REVISION <br />