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FIBERGLASS GRATING, <br /> D FIBERGLASS GRATING, DELEGATED DESIGN <br /> S2.5S2.5 DELEGATED DESIGN �= OUTSIDE FACE OF <br /> 1'-0" MAX 7'-6" VENDING SHELTER <br /> OUTSIDE FACE OF <br /> SELECTIVE DEMO OF ATTENDANT BUILDING SEALANT & PLATE BELOW <br /> EXISTING CONCRETE FOR DETAILS SEE <br /> CONCRETE CURB B I I CONCRETE CURB, SEE w D <br /> PROTECT—IN—PLACE REPLACE CAST—IN—PLACE S2.5 S2.5 _ STRUCTURAL BUILDING ' _ ___ 52.5 S2.5 <br /> CONCRETE REINFORCED CONCRETE. #5 TOP AND BOTTOM EA (SB) DWGS FOR DETAILS I I <br /> RAMP TIE INTO EX ADJACENT I <br /> WAY O 6" OC MAX TO I I o I REMOVABLE 5/16" <br /> CONCRETE BY EXPOSING MATCH EXISTING w I j THICK STEEL COVER <br /> ADJACENT BAR w REMOVABLE 5/16" PLATE, 2 TOTAL <br /> > THICK STEEL COVER <br /> _—_—_—_�° PLATE, 4 TOTAL CONCRETE CURB, SEE <br /> •F �° �S2 <br /> STRUCTURAL BUILDING <br /> 6 6 <br /> ° o-6 o- \\ \\ \ \\ \ \ \ %\\%\\� o IS25 DETAILS <br /> DWGS FOR <br /> LLi FIBERGLASS GRATING, <br /> 6 0 <br /> DELEGATED DESIGN <br /> 60 C I I CONCRETE CURB, SEE <br /> STRUCTURAL BUILDING <br /> (SB) DWGS FOR <br /> SEALANT & PLATE BELOW DETAILS <br /> FOR DETAILS SEE �jl� D <br /> IF sz.s s2s S2.5 S2.5 <br /> i F-----� OUTSIDE FACE OF <br /> VENDING SHELTER <br /> WALFR C <br /> LJ 52.5 52.5 REMOVABLE 5/16" <br /> THICK STEEL COVER <br /> w PLATE, 2 TOTAL <br /> FIBERGLASS GRATING, <br /> I DELEGATED DESIGN <br /> \/\ <br /> --------- ------ \ -- - <br /> � 11 11 c SEALANT & PLATE BELOW <br /> D w S2.5 S2.5 FOR DETAILS SEE �\ <br /> S25 S25 <br /> s2.s s2.5 <br /> Q <br /> 0 <br /> w SHEET PILE BULKHEAD TRENCH PLATE DETAIL DELEGATED ED DESIGERGLASS N <br /> G <br /> NI (:A:) UPLAND PIPING AND WALKWAY SECTION 1 ATTENDANT BUILDING <br /> o C7.3 S2.5 SCALE: 1" = 1'-0" S21 S25 SCALE: 3/8" 1'-0" <br /> TRENCH PLATE DETAIL <br /> 2 VENDING SHELTER <br /> STEEL COVER PLATE WITH S2.1 S2.5 SCALE: 3/8" = 1'-0" <br /> 0 1'-0" MAX 2'-0" 1'-0" MAX NON—SLIP SURFACE <br /> 1/2"0 COUNTERSUNK BOLT, 2x6 SILL PLATE ON <br /> SELECTIVE DEMO OF SELECTIVE DEMO OF (3) EACH SIDE, EACH PLATE CONCRETE CURB, SEE <br /> o EXISTING CONCRETE EXISTING CONCRETE 1/4" GAP (+/—) <br /> FILLED WITH STRUCTURAL BUILDING <br /> SAWCUT LINE REPLACE CAST—IN—PLACE SIKAFLEXITH OR EDGE OF PLATE, SEE PLAN (SB) DWGS <br /> REINFORCED CONCRETE. TIE INTERIOR OF <br /> o SI EACH SIDE 2"' <br /> 3 1 2"0x3" LONG <br /> SELECT DEMO INTO EX ADJACENT CONCRETE BUILDING ( ) / <br /> i BY EXPOSING ADJACENT BAR S <br /> o LINE, TYP <br /> -.1" HEADED STUDS, <br /> EQUALLY SPACED <br /> 1/4" GAP (+/—) FILLED FIBERGLASS GRATING, <br /> N t CAST IN COUPLER TO MIN <br /> RECEIVE 1/2"0 BOLT WITH SIKAFLEX-1A OR q. DELEGATED DESIGN <br /> S M EACH SIDE <br /> a o //�/\ '`a. T FLOAT <br /> m <br /> ol� #5 TOP AND BOTTOM EA CONC FLOAT dS 11 A, <br /> WAY @ 6" OC MAX TO <br /> N MATCH EXISTING 1/2" BOLT W/ 5/16" CONT <br /> o COUNTERSUNK STEEL PLATE <br /> 0 o HEAD, TYP <br /> B WALKWAY SECTION �-+ PLATE SECTION 5/16" CONT STEEL PLATE 3/16 3-12 TYP <br /> w 0� TRENCH W/ THREADED HOLE, TYP <br /> S2.5 S2.5 SCALE: 1" = 1'-0" <br /> s S25 S25 SCALE: 1 1/2" = 1'-0" <br /> D TRENCH PLATE SECTION <br /> E` S2' S2.5 SCALE: 3" = 1'-0" IF SHEET IS LESS THAN 22x34 <br /> REDUCE SCALE ACCORDINGLY <br /> c�w PROJECT ENGINEER: SCALE: <br /> DWG. No. <br /> o�'K E.�qj� N. WATSON AS SHOWN PORT OF EVERETT S2,5 w/� <br /> N 5G p4* �l DESIGNED BY: DATE: U) <br /> Port of ��°`° r� E PD BY: N DATE 2023 CENTRAL MARINA FUEL DOCK CIP NO. <br /> EVERETT 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 EBER NOOOJECTMR-GM-2023-01 Li <br /> Seattle,Washington98101 ti APPROVED BY FLOAT DETAILS 3 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. 41 OF a <br />