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SHEET NOTES <br />LL ` .. . MATCHLINE <br />D1.02 <br />. CWL ALIGNMENT, <br />�SEE DWG 31.04`---.•� <br />5 <br />4� <br />�. �. <br />150 . cso <br />2 y 2` <br />®SHADED AREA INDICATES LIMITS OF EXISTING 5 DEMOLISH EXISTING FENCE 347 LF. <br />ASPHALT/CONCRETE TO BE DEMOLISHED. O <br />—SAW CUT <br />l 1) DEMOLISH EXISTING CSO O DEMOLISH EXISTING CONCRETE PAD. <br />PROTECT EXISTING GAS LINE. INSTALL 12"0 <br />SLEEVE AROUND THE EXISTING PIPE WITHIN <br />THE SURCHARGE FOOTPRINT. <br />PROTECT EXISTING WATER LINE. <br />PROTECT EXISTING CSO. <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 />ORELOCATE EXISTING PUMP STATION. SEE <br />SHEET D5.01 FOR THE RELOCATED PUMP <br />STATION. SALVAGE EXISTING PUMPS AND <br />APPURTENANCES FOR THE RELOCATED <br />PUMP STATION. <br />O8 DEMOLISH EXISTING WATER METER AND PIPE, <br />CAP AT MAIN. <br />ODEMOLISH EXISTING PSS. RECONNECT TO THE <br />THE RELOCATED PUMP STATION. SEE INTERIM <br />UTILITY PLAN. <br />10 DEMOLISH EXISTING SEWER PIPE. <br />11 PROTECT EXISTING PSS. <br />I <br />I <br />I <br />I <br />L— — — — — — — — — — ---- r--------- <br />ss s <br />'V <br />� -- [S — <br />- —x— , —�I — <br />I o I <br />u y 0 I + <br />N I 10 <br />W I W i ISM I W I W <br />N I� <br />LIMIT <br />J I f OF WORK <br />8 I i9 <br />cD I <br />I I + <br />3 I "' 7 � <br />I � I <br />N NEW FORCEMAIN POINT <br />OF CONNECTION, SEE <br />SHEET D5.00. COORDINATE BUILDING TO BE <br />I 2 j DEMOLITION WITH THE PORT DEMOLISHED BY <br />I OTHERS <br />I � I <br />I <br />I <br />I I N 5 I <br />G + <br />PLAN <br />SCALE IN FEET <br />PROTECT L - - ---- <br />EXISTING _MATCHLINE 20 0 20 40 <br />BUILDING D1,04 <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. RECORD DRAWINGS <br />PROJECT ENGINEER: SALE: PORT OF EVERETT DWC. NO. <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />PND <br />ENGINEERS, Is NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED 1131.06 <br />j^ <br />Port O✓ CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY: DATE: E"MILLWRIGHT LOOP ROADS ® ® © 3240sake a�enneE WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 q CIP NO. <br />EVERETT Sezttte, w":tdng=98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF PHASE I 6-8-008-01 <br />P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: <br />ENGINEERS, INC.—.pndengnee[ _ A, 7/7/23 JBK RECORD DRAWINGS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA PROJECT PD—WP-2022-07 <br />P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED DEMOLITION PLAN NO. <br />EVERETT, WA 98206 DO 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: <br />(425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. <br />N0. DATE BY REVISION SHEET N0. 23 OF 48 <br />