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-C) o <br />. .. . . . . . ....... <br />.=1 <br />2+50 3+00." 3t5Q 4+001 Ix <br />- CWL ALIGNMENT".'.'_ .`-'.` <br />SEE <br />.o <br />.� <br />GRAVEL <br />DRIVEWAY <br />MATCHLINE ' TO REMAIN <br />'D1.06 <br />CWL ALIGNMENT, <br />SEE DWG 31.04 <br />!18' <br />UNKNOWN TYPE. <br />I ' <br />�o. Gso' Gso ��4TLLGs©` CSO.-. <br />Jr oI " <br />4DUNKNOWN <br />SIZE & TYPE <br />IF THIS DRAWING IS NOT 22-04" SCALE ACCORDINGLY. <br />L <br />UNKNOWN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />SIZE &TYPE <br />UNKNOWN UNKNOWN <br />SIZE & TYPE 3 1 2 SIZE & TYPE <br />SD — <br />S <br />— SD ---- SD MNL ALIGNMENT 1 <br />sp SEE DWG 31.04 <br />7 � so <br />SD <br />r______________-- S[ <br />I I <br />5+00 5+50 6+00 6+50 7+00 7+50 8+0 <br />I I <br />MNL ALIGHMENT, <br />SEE 31.04 <br />I I <br />GRASS AND SHRUB L_ I - <br />COVERED FILL PILE <br />PVC <br />1 EXISTING ASPHALT TO REMAIN _ _ A <br />CONTRACTOR ACCESS <br />� —------- --�-------r—-- — ----- — 77 77 <br />-- -- ----r — __-------_ <br />f o <br />w. <br />I- <br />"WSL ALIGNMENT,. <br />I" SEE 31.04. <br />' LIMITS <br />OF WORK"GRASS AND SHRUB'.* <br />COVERED FILL PILE' <br />I. o" <br />i <br />X` .X. .8. •xTTx�—'----xLL +fir '�C�x-T�x��x�x� k. X.��"X.— LLx"• -z x' .Xx.----"� <br />so � ". . . <br />` <br />ccso—cso <br />` <br /><` I <br />-G—G G �`G' '."G"_`. LLG�-G�-- G�G_�.LL."- G�—G _ j G G <br />N <br />I <br />I <br />PLAN SHEET NOTES <br />20 0 20 40 <br />®SHADED AREA INDICATES LIMITS OF EXISTING <br />4 <br />PROTECT EXISTING GAS LINE. <br />ASPHALT/CONCRETE TO BE DEMOLISHED. <br />— <br />—SAW CUT <br />( <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 />Oj <br />CLEAR AND GRUB AREA FOR STORMWATER <br />ODEMOLISH <br />EXISTING STORM PIPE. <br />DISCHARGE LAYDOWN AREA. <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 />_ <br />%% <br />Port V <br />EVER TT <br />P.O. BOX WA <br />i EVERETT, WA 98206 <br />(425) 259-3164 <br />® ® ® 3240EastlakeAvenueE <br />P:206.,24.138gon98102 <br />P: 2o6.G2a.7387 <br />ENGINEERS, INC. _.Pnd°ngi_..c m <br />pD <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />PNDOJECT <br />INC.INC.c. 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 />DEOT TO TRIMENTE USED <br />NPANOYVAL FROM PND. MANNEER THAT WOULDNGS ARE CONSTITUTE ALSO <br />DIRECTLY OR INDIRECTLY TO PND. <br />BRUCF <br />,� ewesH <br />. ° i <br />vP <br />$ �P <br />� <br />, vF 32788pEo �� <br />FSSAONA� Ew\ <br />8/` <br />ENGINEER <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D1.02 <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />1 <br />PHASE 1 <br />DEMOLITION PLAN <br />CIP NO. <br />6-8-008-01 <br />DRAWN BY: <br />G. DEAN <br />CHECKED av: <br />C. CASTONA <br />PROJECT <br />No. PD-WP-2022-07 <br />APPROVED BY: <br />SHEET N0. 19 OF 48 <br />NO. <br />DATE <br />BY <br />REVISION <br />