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2' 0" MARGINAL <br /> CONNECTION <br /> 7'-4 3/4" 17'-3 3/4" FLOAT <br /> UNIBOLT CONNECTION <br /> BETWEEN FLOATS SEE <br /> NOTE 3 <br /> kONC BETE- c. <br /> 3 CL FLOAT EX MARGINAL FLOAT 2 <br /> s2.1 s2.1 -2 <br /> 0 FLO �- -5 ----- o <br /> z SEE SURFACE N <br /> FEATURES PLANS FOR <br /> o w EX MARGINAL <br /> a a DDITIONAL DETAILS FLOAT 1 0 <br /> OD --- ----- <br /> LU w <br /> _J W 00 O h <br /> w _J <br /> a C N <br /> a J z n <br /> U o 10 11 <br /> J LID <br /> SEE SURFACE w A CL FLOAT <br /> a ("I FEATURES PLANS FOR <br /> ADDITIONAL DETAILS No S2. 3.1 7 J <br /> U M a ___________ N <br /> 1 H <br /> Z <br /> I <br /> a <br /> ----- ----- <br /> _____ _____ 12 13 � <br /> 0 <br /> J <br /> w _ <br /> a 18"0 PILE, TYP � 1' G P BETWEEN I UNIT SUBSTATION <br /> w 2 <br /> FLOAT UNITS WITH EX TRANSFORMER FLOAT THRU <br /> TRANSITION PLATE UNIBOLT CONNECTION s2.1 s2.3 <br /> w < in BETWEEN FLOATS SEE -14 BOLT ATTACHED TO WALKWAY <br /> 0 2 J - NOTE 3 1 CONNECTION FLOAT. VERIFY IN <br /> F U <br /> FIELD DIMENSION OF ANCHOR <br /> 0 o �—J POINTS AND CONDUITS <br /> RANSITION PLATE <br /> oz - -- -----T - EE SHEET S2.4 1'-0' JOINT BETWEEN FLOATS CL FLOAT <br /> o C ° SEE TRANSITION PLATE <br /> w - 14 15 DETAILS ON SHEET S2.4 26'-8 1/2" <br /> 00 II g <br /> O O o ' -11 ----- ----- 52.1 C5.1 <br /> a a o <br /> w ----- - -- 3 WALKWAY CONNECTION FLOAT <br /> z - 18"4 PILE, TYR S2 S2.1 SCALE: 1:5 <br /> NI <br /> -- -- ----- --- <br /> o Oa- o0 o <br /> S C .1 oz FLOAT DECK CAST-IN INSERT ASSY ATTACH RUB BOARD <br /> o ----- ----- JOINT BETWEEN (3/4"�x3" LONG W/16d NAILS STAG. 12" <br /> w FLOAT MODULES O.C. T&B. <br /> - 1 � 1 BOLT W/COUPLER) <br /> O ATTENDANT BUILDING, A X—X�X° X—X=4—X=X X 3/4"0x6 1/2" <br /> a ----- ----- ,n.. °'. . . .4. a LONG BOLT AT <br /> a SEE ARCHITECTURAL AND <br /> 0 z 18 19 STRUCTURAL BUILDING 2'-0" OC <br /> � w I z �'� (SB) DRAWINGS c <br /> o a _o o - B- - TRENCH PLATING 'e <br /> � g AT BUILDING SEES <br /> z1 sz5 <br /> o <br /> 0 o TRANSITION PLATE _ NOTES: 2x8 RUB BOARD <br /> o c0 SEE SHEET S2.4 0- ao w 4x8 WALER <br /> �oW z 1. FLOAT MANUFACTURER/DESIGNER TO <br /> 7 w- w 0" PROVIDE FINAL LAYOUT FOR FLOAT <br /> i a o _ __ a ----- ----- O mw UNITS, JOINTS AND PILE LOCATIONS. ° <br /> N U'w --- T E H EATING Q o J D LID o m a <br /> a.0 01 w - A ILD NG SEES2.1 S2.5 z U 1 ~ 2. X INDICATES PILE #. SEE SHEET 52.2. <br /> �o N N czo e 5 0 0 20 <br /> 3. CONNECT NEW FLOATS TO EXISTING d <br /> 00 o - -- VENDING SHELTER, o m END FLOAT FLOATS BY UTILIZING BOLTING POCKETS, a. 5' 1 5' <br /> Q W SEE ARCHITECTURAL w LL. z <br /> SEE DETAILS ON SHEET S2.3. ALSO SEE <br /> 0 o AND STRUCTURAL o O a 2-0 SCALE: 1"=5' <br /> 0 w_ ---------- p w a g'-0" TYp RECORD SHOP DRAWINGS FOR EXISTING e <br /> BUILDING (SB) N TYP FLOATS TITLED 14TH STREET PORT OF <br /> CD - ----- DRAWINGS _ 0 20'-0" 20' 0 20' 40' <br /> i) W N w EVERETT DOCK #4 DATED 06/10/2005. <br /> ID o a CONTRACTOR TO VERIFY FIELD a, <br /> s o I - CONDITIONS AND DIMENSIONS. 10' 30' <br /> N <br /> 1 PILE PLAN 2 PILE PLAN 4. PROVIDE MOORING CLEATS ON EACH RUB <br /> SCALE: 1"=20' <br /> C2.1S2.1 SCALE: 1:20 SIDE OF THE NEW FLOATS WITH A MAX 4 FLOAT TYPICAL WALER RUB STRIP <br /> C21 S2.1 SCALE: 1:20 SPACING OF 10'-0". SEE 4 S2.4 FOR IF SHEET IS LESS THAN 22x34 <br /> E� / S1.2 S2.1 SCALE: 1:5 <br /> 2 DETAILS. REDUCE SCALE ACCORDINGLY <br /> c�w PROJECT ENGINEER: SCALE: <br /> DWG. N0. <br /> o�RE.X(�� N. WATSON AS SHOWN PORT OF EVERETT S2,1 w/� <br /> N 5G p4* �l DESIGNED BY: DATE: V� <br /> Port of ��°`° r� E. DEBROECK 04/11/2023 CENTRAL MARINA FUEL DOCK CIP NO. <br /> 1TffEVERETT 2-0-073-01 5 <br /> `o DRAWN BY: CHECKED BY: <br /> ¢� P.O. BOX 538 16015th Avenue,Suite 1300 ® 04�11�2023 SS ISSUED FOR PERMIT REVIEW � 7 �"\�9 T. LEMONS S. KU EB LER NOOOJECTMR-GM-2023-01 Li <br /> Seattle,Washington 98101 ti APPROVED BY PILE AND FLOAT PLAN W <br /> EVERETT, WA 98206 <br /> o i (425) 259-3164 (206)382-0600 Fax(206)382-0500 ��P' <br /> a PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 37 OF a <br />