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MNL ALIGNMENT <br />SEE DWG G1.04 <br />� SD <br />— SD <br />SD <br />I� <br />7+50 <br />I <br />I <br />LD <br />0 <br />s <br />0 <br />I <br />co LL <br />a <br />" <br />LL <br />z <br />z <br />w <br />0 <br />a <br />N <br />N <br />0 <br />O <br />o <br />0 <br />L <br />J_ <br />D <br />D <br />CSG <br />1 <br />12"0 <br />EXISTING WATERFRONT <br />CENTER BUILDING <br />/ RIGHT OF WAY <br />\ <br />G,6 \ LIMITS <br />OF WORK <br />,9. c \\\ <br />O \ <br />wM \ \ O coo \ \\ <br />/y \ <br />---------------- <br />\ \ <br />- - - - -------------------1\ \ O <br />�� \ °x`So \c� <br />MNL ALIGNMENT \♦ \ ss <br />SEE DWG 31.04 <br />six <br />tg <br />\\ <br />C :0050 - Cs0 - . SO ,V.. SSG. <br />G G G G- G G G G G G G - C G G G G- <br />EXISTING <br />ASPHALT <br />TO REMAIN <br />PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />E ff-m <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 />ODEMOLISH 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 />Ss GENERAL NOTES <br />1. CAP ALL UTILITIES TO REMAIN <br />w 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 />/ EXISTING <br />SIDEWALK <br />o W <br />0 <br />CSO CS/ <br />6 SS 12+ O <br />'�Z <br />Y <br />I <br />l� <br />< ��t <br />Port <br />LD <br />I EVER TT <br />n <br />P.O. BOX 538 <br />c� EVERETT, WA 98206 <br />3240 R-I k,A—,E <br />® ® ® S-tde,W.shmgon98102 <br />P:206.624.1387 <br />ENGINEERS, INC. www.pndengioeees.mm <br />Qp <br />7/27/22 <br />JBK <br />ISSUED FOR BID <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 />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 />DETRIMENTT TO USED <br />IN ANOYVMANNEAL OR THAT WOULDM PND. CONSTITUTE NGS ARE ALSO <br />BRUCF <br />•SN' FMa3Ni �F <br />. ° id <br />�P <br />$ �P <br />, vF 32789 <br />FSSYONAE 0�G\ <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D1.03 <br />DESIGNED BY: <br />C. WIEST <br />DATE - <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />DEMOLITION PLAN <br />CIP N0. <br />6-8-DGB-Di <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />No. PD-WP-2022-07 <br />APPROVED BY: <br />SHEET N0. 20 OF 48 <br />I. (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />8/�D <br />N0. <br />DATE <br />BY <br />REVISION <br />