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Lu <br />z. . <br />o, <br />2f50 . 3+00 3+50 4+00` <br />CWL ALIGNMENT' <br />SEE G1.04: {I <br />.. 1 <br />�. <br />-� • 3 <br />GRAVEL <br />DRIVEWAY <br />- TO REMAIN <br />MATCHLINE <br />D1.06 <br />.f. <br />-CWL ALIGNMENT - <br />SEE DWG G1.04 . <br />+ <br />180&. . <br />.I . UNKNOWN TYPE <br />-`Es© cso cgg`eso` cso.` <br />of <br />UNKNOWN <br />4 SIZE & TYPE <br />20 <br />cso <br />UNKNOWN-----------------------------------w---------- <br />2 SIZE & TYPE z <br />UNKNOWN UNKNOWN <br />SIZE & TYPE 3 1 2 SIZE & TYPE o <br />a� <br />� o <br />so MNL ALIGNMENT 1 I N <br />��� SEE DWG 01.04 <br />—_—` SO �. <br />--- — ----------� sp <br />I II <br />5+00 5+50 6+00� � 6+50 7+00 7+50 �T8+8++4 8+50 <br />MNL ALIGNMENT, I I 2 <br />SEE 31.04 <br />I I I <br />GRASS AND SHRUB L_------------------ <br />COVERED FILL PILE <br />0 <br />PVC <br />EXISTING ASPHALT TO REMAIN — <br />CONTRACTOR ACCESS - <br />------- -- ------sw_--- -- ---- - <br />I. o <br />+ <br />'I. <br />i WSL ALIGNMENT, <br />SEE 31.04- ` <br />J` LIMITS ' GRASS AND SHRUB' �. OF WORK <br />`COVERED FILL PILE' <br />�.�. <br />z �` .x. 'g�xT�x`-x• -'k 'x,' `x��x-.-.—x� �x� yR,. z.T�x 'x,�_x. .x�-x--'-�"` <br />I• <br />.I' <br />h <br />CS© =— y•yes® Csoy cSo' es© cse.' cso.=. -cs <br />1• <br />.G.T-G�--•-�- <br />I <br />I <br />PLAN <br />SCALE IN FEET <br />SHEET NOTES <br />SHADED AREA INDICATES LIMITS OF EXISTING <br />O <br />PROTECT EXISTING GAS LINE. <br />® <br />ASPHALT/CONCRETE TO BE DEMOLISHED. <br />0 20 40 <br />— <br />—SAW CUT <br />O5 <br />PROTECT EXISTING CSO. <br />Oj <br />PROTECT EXISTING CATCH BASIN/SDMH. <br />O <br />PROTECT EXISTING CONSTRUCTION <br />ENTRANCE. SEE TESC DRAWINGS. <br />O <br />PROTECT EXISTING STORM LINE. <br />OCLEAR <br />AND GRUB AREA FOR STORMWATER <br />ODEMOLISH <br />EXISTING STORM PIPE. <br />DISCHARGE LAYDOWN AREA. <br />PROJECT ENGINEER: <br />SCALE: <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />J. KEISER <br />NOTED <br />DESIGNED BY : <br />C. WIEST <br />DATE: <br />JULY 2022 <br />Port o, f <br />3z4o-,,I ke--,E <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />® ® ® Seevle,wa8�aloz <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY <br />C. CASTONA <br />EVERETT <br />p:zo6.G?A.131387 <br />ENGINEERS, INC. _.pnde gjnee[s _ <br />Z�h <br />7/7/23 <br />JBK <br />RECORD DRAWINGS <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />QO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />APPROVED BY: <br />NO. <br />DATE <br />BY <br />REVISION <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 />PORT OF EVERETT <br />CEO <br />RECORD DRAWINGS <br />DWG. N0. <br />1131.02 <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />DEMOLITION PLAN <br />CIP NO. <br />6-8-008-01 <br />PROJECT PD-WP-2022-07 <br />NO. <br />SHEET NO. 19 OF 48 <br />