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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 />OPROTECT 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 />SO DEMOLISH 67 LF OF EXISTING FENCE. <br />SD 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 />MWL ALIGNMENT <br />SEE G1.04 <br />X <br />ti <br />0 0 <br />SSD <br />o <br />N I � <br />� � o <br />WEYERHAEUSER I <br />BUILDING <br />I <br />I .I <br />N <br />LIMITS <br />OF WORK i N <br />`I <br />I <br />I <br />1+00 <br />X Sp <br />°x <br />oo <br />II <br />I 1 <br />I <br />I <br />I 3 Q6"O JNKNOWN <br />EXISTING <br />GRAVEL <br />Mi <br />1-1 kr �o <br />III ILI I <br />- n <br />w <br />I1 L <br />I I 1 2"0 UNKNOWN <br />TYPE <br />TEMPORARY ACCESS <br />PATH, SEE D2.01 <br />1O <br />f Z7Z <br />IZI / <br />xN LL • � 4 <br />I. <br />16 <br />rx� <br />r <br />GRASS AND SHRUB <br />COVERED FILL PILE" <br />I <br />w ' <br />z <br />J <br />y Q NOLL . <br />J. - °x ° 0 <br />-MNL ALIGNEMENT- !' <br />`©0 SEE 31.04 <br />I '.jam-` <br />3+00." <br />r "I. <br />�. <br />+ CWL ALIGNMENT'. <br />1 0 .'. .'.`.. <br />SEE G1.04" . ` <br />- . SSL ALIGNMENT <br />SEE G1.04 <br />PLAN <br />SCALE IN FEET <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 0 20 40 RECORD DRAWINGS <br />Ort Of <br />EVERETT <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />® ® ® 3240-,,I ke--,E <br />Sezttk, washing= 98102 <br />P:206.G24.1387 <br />ENGINEERS, INC. _.pndengjnee[s _ <br />Z�h <br />DO <br />7/7/23 <br />7/27/22 <br />JBK <br />JBK <br />RECORD DRAWINGS <br />ISSUED FOR BID <br />FED 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 />APPROVAL FROM END. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />PROJECT ENGINEER: <br />J. KEISER <br />SALE: <br />NOTED <br />PORT OF EVERETT <br />DWC. NO. <br />D1.01 <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />q <br />PHASE I <br />DEMOLITION PLAN <br />CIP NO. <br />6-8-008-01 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY <br />C. CASTONA <br />PROJECT PD—WP-2022-07 <br />NO. <br />APPROVED BY: <br />NO. <br />DATE <br />BY <br />REVISION <br />SHEET NO. 18 OF 48 <br />