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mi <br />i <br />mMilli■i,, <br />SD <br />EPI <br />P EJB <br />2— JBs <br />w w w <br />w <br />10"0 2 <br />CPP <br />3 <br />PROTECT I I'' <br />EXISTING MATCHLINE' <br />BUILDING D1.06 <br />UNKNOWN <br />SIZE & TYPE <br />x <br />G1 <br />10"0 <br />I Z <br />J <br />0 Ln <br />ao <br />10"0 2 o <br />,PVC <br />N, <br />)'C V <br />CPP.' 2 <br />4 <br />U <br />fl <br />\'�J CPP `J I \�'_J <br />CAP EXISTING TIEBACKS CONTIMUE TO <br />ASPHALT THE EAST AND WEST. <br />I� <br />TO REMAIN ELEV_._APPROX. 11.1'�y <br />2—EPs; ® 1 <br />MARINA FUEL TANK <br />REPLACEMENT PROJECT <br />SURCHARGE LIMITS L----W------- w------- w — — — — — — <br />PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />EXISTING <br />CONCRETE <br />ESPLANADE <br />LIMITS OF WORK <br />3- <br />0 <br />O <br />�7 <br />Y <br />3 SHEET NOTES <br />° <br />®SHADED <br />AREA INDICATES LIMITS OF EXISTING <br />ASPHALT/CONCRETE TO BE DEMOLISHED. O PROTECT EXISTING CATCH BASIN/SDMH. <br />11 <br />DEMOLISH EXISTING PSS LINE AND CLEANOUTS. <br />GENERAL NOTES <br />1. EXISTING STEEL TIE -BACKS ARE LOCATED ALONG THE ENTIRE LENGTH OF THE BULKHEAD. <br />SPACING BETWEEN THE <br />E; <br />—SAW CUT — <br />TIE -BACKS VARIES. ALL TIE -BACKS ARE NOT SHOWN FOR CLARITY. <br />- <br />:1 <br />O6 DEMOLISH EXISTING SANITARY SEWER MANHOLE. <br />12 <br />PROTECT EXISTING CONCRETE SIDEWALK. <br />2. CAP ALL UTILITIES TO REMAIN AT THE LIMITS OF DEMOLITION. <br />1O DEMOLISH EXISTING CATCH BASIN/SDMH. <br />3. ELECTRICAL/TELECOM DEMOLITION NOT SHOWN FOR CLARITY. SEE ELECTRICAL. <br />> <br />DEMOLISH EXISTING SANITARY SEWER LINE AND <br />O7 CLEANOUTS. <br />13 <br />PROTECT EXISTING SEWER PIPE. <br />3. COORDINATE ANY AND ALL WORK AROUND PUD OR PSE UTILITIES WITH THE RESPECTIVE <br />COMPANY. <br />2O DEMOLISH EXISTING STORM LINE. <br />O8 PROTECT EXISTING WATER LINE. <br />14 <br />PROTECT EXISTING PSS PIPE. <br />0 <br />3O PROTECT EXISTING STORM PIPE <br />O PROTECT EXISTING PSO LINE <br />DEMOLISH EXISTING STORMWATER TREATMENT <br />OSYSTEM, INCLUDING ALL CATCH BASINS, <br />NOT USED <br />n <br />MANHOLES, LINES, CLEANOUTS, AND VAULTS. 10 <br />RECORD DRAWINGS <br />o IF THIS DRAWING IS NOT 22•x34• SCALE ACCORDINGLY. <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWC. NO. <br />I <br />FED ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />J. KEISER <br />NOTED <br />D1.04 <br />¢ OfCONSTRUCTION <br />Z or <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />DESIGNED BY: <br />DATE: <br />MILLWRIGHT LOOP ROADS <br />® ® ® <br />3240 Eastlake aven�eE <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />C. WIEST <br />JULY 2022 <br />CIP NO. <br />6-8-008-01 <br />EVERETT <br />Scattic,washing=98102 <br />p: 206.G24.1387 <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />DRAWN BY <br />CHECKED BY <br />PHASE 1 <br />ENGINEERS, INC. <br />w pndengjnem.com <br />7/7/23 <br />JBK <br />RECORD <br />DRAWINGS <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />G. DEAN <br />C. CASTONA <br />PROJECT <br />P.O. BOX 538 <br />APPROVAL FROM FIND. DRAWINGS ARE ALSO NOT TO BE USED <br />DEMOLITION PLAN <br />NO. PD-WP-2022-07 <br />EVERETT, WA 98206 <br />QO <br />7/27/22 <br />JBK <br />ISSUED <br />FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />APPROVED BY: <br />(425) 259-3164 <br />DATE <br />BY <br />REVISION <br />DIRECTLY OR INDIRECTLY TO FIND.N0. <br />SHEET NO. 21 OF 48 <br />