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PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />SHEET NOTES <br />SHADEDAREA INDICATESBLIMITS <br />® F EXISTING <br />O <br />PROTECT EXISTING CATCH BASIN. <br />11 DEMOLISH EXISTING PSS LINE AND CLEANOUTS. <br />16 <br />EXISTING PARKING STOPS. PROVIDE TO <br />O <br />SEVAGE <br />—SAW CUT <br />g <br />O <br />DEMOLISH EXISTING SANITARY SEWER MANHOLE. <br />12 PROTECT EXISTING DEADMAN AND TIEBACKS. <br />17 <br />REMOVE AND PLACE EXISTING EROAD. <br />ETEMPORARY <br />O1 <br />DEMOLISH EXISTING CATCH BASIN. <br />SEE GENERAL NOTE 1. <br />SMENT EE <br />FACILITATE THE ACCESS <br />O <br />DEMOLISH EXISTING SANITARY SEWER LINE AND <br />CLEANOUTS. <br />13 PROTECT EXISTING TREATMENT VAULT <br />D2 SERIES SHEETS. <br />O2 <br />DEMOLISH EXISTING STORM LINE. <br />16 <br />BLACK OUT PARKING MARKINGS. <br />O8 <br />PROTECT EXISTING WATER LINE. <br />14 PROTECT EXISTING BOLLARDS AND FIRE <br />O3 <br />PROTECT EXISTING STORM PIPE <br />O <br />PROTECT EXISTING PSO LINE <br />HYDRANT <br />O 4 <br />DEMOLISH EXISTING STORMWATER TREATMENT <br />ALL CATCH BASNS15 <br />PROTECT EXISTING PSS LINE. <br />MANHOLES,CLUNLINDEIS,GCLEANOUTS, ANDI VAULTS. <br />10 <br />DEMOLISH EXISTING CURB. <br />iIIF THIS DRAWING IS NOT 22"04" SCALE ACCORDINGLY. <br />GENERAL NOTES <br />1. EXISTING STEEL TIE -BACKS ARE LOCATED ALONG THE ENTIRE LENGTH OF THE BULKHEAD. <br />SPACING BETWEEN THE TIE -BACKS VARIES. ALL TIE -BACKS ARE NOT SHOWN FOR CLARITY. <br />2. CAP ALL UTILITIES TO REMAIN AT THE LIMITS OF DEMOLITION. <br />3. ELECTRICAL/TELECOM DEMOLITION NOT SHOWN FOR CLARITY. SEE ELECTRICAL. <br />3. COORDINATE ANY AND ALL WORK AROUND PUD OR PSE UTILITIES WITH THE RESPECTIVE <br />COMPANY. <br />i't <br />Port <br />EVER TT <br />P.O. BOX WA <br />i EVERETT, WA 98206 <br />(425) 259-3164 <br />Eastlake AvenueE <br />® ® ® <br />P:206.,24.138gon98102 <br />P: 206.624.1367 <br />ENGINEERS, INC. sysvm.Pndengineees.co <br />QO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />FIND <br />D ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />IN MANNER THAT WOULDPROVAL FROM PND. CONSTITUTENGS ARE S DEOTRIMENTT TO T TO E USED <br />DIRECTLY OR INDIRECTLY TO FIND.N0. <br />BRUCF <br />a_ <br />ti ° hN <br />$ �P <br />� <br />mF 2789pE �� <br />FSSAONAL 0�G\ <br />8/�D <br />ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />C <br />D1 .OJ <br />oESIGNED BY: <br />C. WIEST <br />DATE - <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />DEMOLITION PLAN <br />CIP NO. <br />6-8—GDB-D1 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />No. PD-WP-2022-07 <br />APPROVED BY <br />SHEET N0. 22 OF 48 <br />DATE <br />BY <br />REVISION <br />