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PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />SHEET NOTES <br />®SHADED AREA OF <br />O <br />PROTECT EXISTING CATCH BASIN. <br />11 <br />DEMOLISH EXISTING PSS LINE AND CLEANOUTS. <br />16 <br />SALVAGE EXISTING PARKING STOPS. PROVIDE TO <br />ASPHALT/CONCREDTEATOSBEMITS DEMO ISHEDTING <br />THE <br />—SAW CUT <br />O <br />DEMOLISH EXISTING SANITARY SEWER MANHOLE. <br />12 <br />PROTECT EXISTING DEADMAN AND TIEBACKS.TO <br />17 <br />REMOVE AND REPLACE EXISTING PAVEMENT <br />O1 DEMOLISH EXISTING CATCH BASIN. <br />SEE GENERAL NOTE 1. <br />FACILITATE THE TEMPORARY ACCESS ROAD. SEE <br />S <br />O7 <br />DEMOLISH EXISTING SANITARY SEWER LINE AND <br />CLEANOUTS. <br />13 <br />PROTECT EXISTING TREATMENT VAULT <br />D2 SERIES SHEETS. <br />O2 DEMOLISH EXISTING STORM LINE. <br />18 <br />BLACK OUT PARKING MARKINGS. <br />O8 <br />PROTECT EXISTING WATER LINE. <br />14 <br />PROTECT EXISTING BOLLARDS AND FIRE <br />O3 PROTECT EXISTING STORM PIPE <br />O <br />PROTECT EXISTING PSO LINE <br />HYDRANT <br />DEMOLISH EXISTING STORMWATER TREATMENT <br />4 <br />OSYSTEM, INCLUDING ALL CATCH BASINS, <br />10 <br />DEMOLISH EXISTING CURB. <br />15 <br />PROTECT EXISTING PSS LINE. <br />MANHOLES, LINES, CLEANOUTS, AND VAULTS. <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 />PROJECT ENGINEER: <br />SCALE: <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />J. KEISER <br />NOTED <br />DESIGNED BY : <br />C. WIEST <br />DATE: <br />JULY 2022 <br />Port o, f <br />3240 Eastlake aven�eE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />EVERETT <br />® ® ® Seatte,Z4.138 gvm �aloz <br />p: 206.624.1387 <br />ENGINEERS, INC. w pndengjnem.com <br />Z�h <br />7/7/23 <br />0/18/22 <br />JBK <br />JBK <br />RECORD DRAWINGS <br />TEMPORARY ACCESS REV 1 <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 />DRAWN BY: <br />G. DEAN <br />CHECKED BY <br />C. CASTONA <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />DO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />APPROVED BY: <br />N0. <br />DATE <br />BY <br />REVISION <br />RECORD DRAWINGS <br />PORT OF EVERETT DWG. NO. <br />1131.05 <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />DEMOLITION PLAN <br />CIP NO. <br />6-8-008-01 <br />PROJECT N0. PD—WP-2022-07 I <br />SHEET N0. 22 OF 48 <br />