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SHEET NOTES <br />x< <br />:m <br />a m' <br />" . _. LLT y _ MATCHLINE <br />D1.02 <br />SEE DWG G1.04 <br />.5y 577 <br />2 2 2--W <br />r r. +r.F� LG" <br />®SHADED <br />AREA INDICATES LIMITS OF EXISTING <br />O <br />DEMOLISH EXISTING FENCE 347 LF. <br />ASPHALT/CONCRETE TO BE DEMOLISHED. <br />—SAW CUT <br />O <br />DEMOLISH EXISTING CONCRETE PAD. <br />O1 DEMOLISH EXISTING CSO <br />OPROTECT EXISTING GAS LINE. INSTALL 12" 0 <br />O <br />RELOCATE EXISTING PUMP STATION. SEE <br />SLEEVE AROUND THE EXISTING PIPE WITHIN <br />SHEET D5.01 FOR THE RELOCATED PUMP <br />STATION. SALVAGE EXISTING PUMPS AND <br />THE SURCHARGE FOOTPRINT. <br />APPURTENANCES FOR THE RELOCATED <br />1 s 1 PROTECT EXISTING WATER LINE. <br />PUMP STATION. <br />PROTECT EXISTING CSO. <br />GENERAL NOTES <br />1. CAP ALL UTILITIES TO REMAIN <br />AT THE LIMITS OF DEMOLITION. <br />2. ELECTRICAL/TELECOM DEMOLITION <br />NOT SHOWN FOR CLARITY. SEE <br />ELECTRICAL. <br />3. COORDINATE ANY AND ALL WORK <br />AROUND PUD OR PSE UTILITIES <br />WITH THE RESPECTIVE COMPANY. <br />O8 DEMOLISH EXISTING WATER METER AND PIPE, <br />CAP AT MAIN. <br />O9 DEMOLISH EXISTING PSS. RECONNECT TO THE <br />THE RELOCATED PUMP STATION. SEE INTERIM <br />UTILITY PLAN. <br />10 DEMOLISH EXISTING SEWER PIPE. <br />11 PROTECT EXISTING PSS. <br />I <br />I <br />\� <br />I <br />- - - - - <br />- - - - - - ------ <br />.. <br />SS <br />L — SS <br />_ _ _ <br />x /x— x <br />7Y� <br />I <br />_ <br />I S — <br />I <br />�GV <br />7 <br />I <br />\o <br />N <br />i <br />I <br />G_ 10 <br />W <br />WM <br />W — — <br />WM <br />LIMIT <br />J I OF WORK <br />8 <br />I <br />I <br />I <br />� '9 I <br />I <br />+ <br />1 <br />y <br />J <br />I'D 7 <br />NEW FORCEMAIN POINT <br />! <br />I <br />OF CONNECTION, SEE <br />SHEET D5.00. COORDINATE <br />BUILDING TO BE <br />DEMOLITION WITH THE PORT <br />DEMOLISHED BY <br />I I <br />OTHERS <br />c� <br />o <br />1 <br />I <br />5 <br />c <br />PLAN <br />SCALE IN FEET <br />EXISTING MATCHLINE <br />20 0 20 40 <br />BUILDING D1;04 <br />1 <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />BRUCF <br />J. KEISER <br />NOTED <br />D1.06 <br />DESIGNED BY: <br />DATE: <br />C� c�asxl ,(F <br />° ,s <br />■ ��� <br />V <br />® ® ® <br />3240EasdakeAvenueE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />. b <br />~P $ �P <br />C. WIEST <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />CIP NO. <br />6-8-008-01 <br />BY: <br />CHECKED BY: <br />EVER <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />�DRAWN <br />PHASE 1 <br />TT <br />P.O. BOX 538 <br />ENGINEERS, INC. <br />P:206., 24.138gron98102 <br />n: 2aG.G241387 <br />www.pndengineees.mm <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />, rF 32789 Eo �� <br />FJ, C, STEM` V� <br />G. DEAN <br />C. CASTONA <br />DEMOLITION PLAN <br />PROJECT <br />NO. <br />PD—WP-2022-07 <br />APPROVED BY: <br />i EVERETT, WA 98206 <br />8 <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />`rAONAL 0� <br />SHEET N0. <br />23 OF 48 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />8/(D <br />NO. <br />DATE <br />BY <br />REVISION <br />