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DOCK ACCESS <br />SHEET NOTES <br />®SHADED AREA INDICATES LIMITS OF EXISTING <br />ASPHALT/CONCRETE TO BE DEMOLISHED. <br />—SAW CUT <br />O1 PROTECT EXISTING STORM STRUCTURES AND <br />PIPE. <br />OCLEAR AND GRUB FOR TEMPORARY ACCESS <br />ROAD/PATH. PLACE EXCESS FILL MATERIAL <br />SOUTH, REGRADE ON THE EXISTING FILL PAD <br />SIMILAR TO EXISTING CONDITIONS. <br />OPROTECT EXISTING BUILDING AND CONNECTING <br />UTILITIES. <br />O4 PROTECT EXISTING WATER LINE. <br />O5 DEMOLISH 67 LF OF EXISTING FENCE. <br />O5 MILL TOP 2-INCHES OF ASPHALT TO CREATE A <br />SMOOTH SURFACE. MATCH EXTENT OF NEW <br />PATH, SEE D2.01 AND D2.04. <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 />143 <br />FM a o 0 0 0 <br />SS SS ° <br />0 <br />g ° v WV o <br />N 3 0 M o WM <br />1. � _W� <br />SD <br />2 TEMPORARY ACCESS <br />PATH, SEE D2.01 <br />— — — — — — — — — — — 1 — — — — — — — — — — — — <br />J5 <br />------------------------------- <br />TEMPORARY ACCESS ROAD (TAA2) - SEE D2.01 <br />--- ----- ------ --- --• — — — — - <br />.3 4 <br />1' <br />o. <br />m. ...- <br />�' GRASS AND SHRUB".' <br />COVERED FILL PILE"..` <br />w '- <br />Z <br />J <br />. 2. <br />LL H O <br />Q <br />�- <br />j MNL ALIGNEMENT' ' J' o0 -SEE G1.04 <br />j. . <br />1+g <br />.2f00' • ��=` I- . <br />.a ."2+50,.1.'Wes. - <br />LLI+ " 3TD0. <br />CWL ALIGNMENT" <br />SEE G1.04' <br />-� �SSL ALIGNMENT`. y <br />0 =�= <br />0 o <br />PLAN <br />SCALE IN FEET <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 0 20 40 <br />PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br />FIND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY BRUCF J. KEISER NOTED D1 .01 <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE ,S.j� ewesH <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ° har DESIGNED BY: DATE: <br />Porto ® ® ® 1241P.11.keAvenue2 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, ~p� $ FP C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS CIP NO. <br />Seatfle6-8-008-01 <br />EVER TT P:206., 24.138gwn98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 9 PHASE 1 <br />P: 206.624.1367 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY � DRAWN BY: CHECKED BY: <br />ENGINEERS, INC. www.pndeagineecs.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ,e PF 2789G. DEAN C. CASTONA PROJECT <br />P.O. BOX 538 QO 7/27/22 JBK ISSUED FOR BID NAPPROVAL <br />ROVNY L FROM PND. <br />THAT WOULD CONSTITUTEARESO NOT TO BE USED Fss/oNALPG\ APPROVED BY: DEMOLITION PLAN NO. PD-WP-2022-07 <br />i EVERETT, WA 98206 <br />(425) 259-3164 DIRECTLY OR INDIRECTLY TO FIND. <br />ND. DATE BY REVISION SHEET NO. 18 OF 48 <br />D � I <br />WEYERHAEUSER I ' <br />BUILDING N ' <br />N <br />N <br />I <br />- Y <br />1 I <br />LIMITS ' <br />OF WORK <br />1 <br />1+0 <br />MWL ALIGNMENT <br />SEE G1.04 n�r <br />31 �' <br />LkO� V N I 01(0 <br />o <br />V II <br />I <br />I <br />3 6"0 UNKNOWN <br />EXISTING TYPE <br />GRAVEL 3 <br />k CD <br />o <br />co <br />o LO <br />Ld <br />w <br />a' <br />�Q <br />2 O UNKNOWN <br />TYPE <br />