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Z <br />J <br />H CD <br />a� <br />�I <br />MNL ALIGNMENT 1 <br />SEE DWG G1.04 <br />SO o <br />SD <br />SD <br />+150 B+Gb 8 <br />I 2 <br />I <br />\ d <br />♦ <br />\ <br />♦ <br />wv \c\ ♦ <br />wv <br />� EMPTY ELECTRICAL <br />CONDUIT CUT AT �\ <br />SEWER TRENCH \ <br />2 12"0' <br />CPP <br />12" 0 <br />-HDPE <br />o \ .9 4 <br />;; :, RIGHT OF <br />0 c 6 `♦ LIMITS <br />\ OF WORK <br />a , 9x <br />♦ <br />M \ a \ <br />1 <br />�"X" V A ss <br />A V A 4- <br />\� V A <br />MNL ALIGNMENT/ `\ \ <br />SEE DWG G1.04 <br />x <br />Cs0 \ \ <br />EXISTING <br />ASPHALT <br />TO REMAIN <br />PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />O <br />co <br />EXISTING WATERFRONT <br />CENTER BUILDING <br />w w <br />SHEET NOTES <br />®SHADED AREA INDICATES LIMITS OF EXISTING <br />ASPHALT/CONCRETE TO BE DEMOLISHED. <br />—SAW CUT <br />Oj PROTECT EXISTING CATCH BASIN/SDMH. <br />OPROTECT EXISTING STORM LINE. <br />ODEMOLISH EXISTING STORM PIPE. <br />OPROTECT EXISTING SEWER PIPE. <br />OPROTECT EXISTING WATER PIPE. <br />OPROTECT EXISTING GAS LINE. <br />Oj DEMOLISH EXISTING CONCRETE HARDSCAPE <br />AND APPROX. 15 LF OF CURB TO FACILITATE <br />SANTIARY SEWER INSTALL. SAWCUT EDGES. <br />OCLEARING AND GRUB AREA FOR FUTURE <br />TEMPORARY SIDEWALK. REMOVE EXISTING ROCKS <br />AND FILL MATERIAL. <br />GENERAL NOTES <br />ss — <br />1. CAP ALL UTILITIES TO REMAIN <br />AT THE LIMITS OF DEMOLITION. <br />\ w <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 />� ^���� EXISTING <br />Zr <br />SIDEWALK <br />o W <br />0 <br />0 <br />Csil <br />"RECORD DRAWINGS <br />N IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />Y <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />¢ Port of <br />PND 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 />J. KEISER <br />NOTED <br />1131.03 <br />DESIGNED BY: <br />DATE: <br />MILLWRIGHT LOOP ROADS <br />CIP NO. <br />6-8-008-01 <br />wD <br />O <br />3ZA0EasdakeAvenueE <br />® ® © Seattle, Wa hiV-98102 <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />C. WIEST <br />JULY 2022 <br />1 <br />DRAWN BY <br />CHECKED BY <br />EVERETT <br />P: 206.624.1387 <br />INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />PHASE I <br />PROJECT <br />NO. PD-WP-2022-07 <br />Y3 <br />N P.O. BOX <br />ENGINEERS , INC.—pndengineees— <br />Zh <br />7/7/23 <br />JBK <br />RECORD DRAWINGS <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />G. DEAN <br />I C. CASTONA <br />DEMOLITION PLAN <br />APPROVED BY: <br />EVERETT, WA <br />WA 98206 <br />Q <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />SHEET N0. 20 OF 48 <br />I. (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />N0. <br />DATE <br />BY <br />REVISION <br />