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2 3 <br />I <br />1I- <br />fV1 <br />, i1 II IV jya i j ' I III <br />IIII <br />D <br />74 <br />_ Nen15' r F <br />It <br />Nn xNl.rn sncn a Pc, > 7 III rn I— 13 \ \ a.S,' ` <br />iVIP .e— <br />r I I I <br />IV wfp <br />"an <br />�>r <br />fn <br />l <br />a( y <br />GG _ �m.IIII <br />II £ b4� III c I C,.a.l II R I� II 4 III I Yml \\ <br />wv N.e. <br />(I)CONSTRUCTION FENCE <br />�. <br />i DEMOLITION LIMITS -�i --� I .,i , pI b:� J I ,• n IIII Ipvv <br />a (TYP) <br />$ ) O I I <br />C a I I <br />IIII ,I �_I <br />I � 5 II I — I /'� • <br />f I I III ICI B II I I°III 'I\IIII AV i <br />DEMOLITION NOTES: <br />� II III "$ <br />O1 THIS DEMOLITION PLAN ANTICIPATES EXISTING BUILDING STRUCTURES HAVE BEEN I <br />DEMOLISHED AND DEBRIS REMOVED OFF SITE; THEREFORE THE CONTRACTOR SHALL: I IIIP I 4 s <br />REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND UTILITIES WITHIN THE DEMOLITION <br />I I I I <br />UNITS, UNLESS NOTED OTHERWISE. THE DEMOUTION UNITS BOUNDARY IS AN ESTIMATE <br />THAT EXPANDS FARTHER BASED ON SAWCUT LINE REQUIREMENTS FOR UTILITY <br />INSTALLATIONS. THE CONTRACTOR SHALL FIELD VERIFY AND ACCOUNT IN THE BID <br />ACCORDINGLY. HAUL ALL DEMOLISHED MATERIALS OFFSITE IN A LEGAL MANNER. - <br />.\ i I I I I <br />COORDINATE WITH THE OWNER AND THE ARCHITECT FOR ANY MATERIAL SALVAGE. I I �� I I I � �\ I\I i I I I II <br />O2 INSTALL MAINTAIN AND MODIFY TEMPORARY CONSTRUCTION FENCE AS NEEDED TO <br />ACCOMMODATE PROJECT DEMOLITION AND CONSTRUCTION ACTIVITIES. <br />O3 PRIOR TO CAPPING UTILITY, VERIFY AND REROUTE ACTIVE EXISTING UTILITY SERVICES <br />COMING FROM ADJACENT PROPERTIES TO ACCOMMODATE ALL EXCAVATION AND ' I 8 IJ <br />CONSTRUCTION ACTIVITIES.I�-�, <br />�' A <br />® PROTECT EXISTING STRUCTURE TO REMAIN IN SERVICE. PLUG INLETS PER CITY OF <br />EVERETT REQUIREMENTS AS SHOWN IN PLAN. <br />O5 PROTECT AND MAINTAIN PORTIONS OF THE EXISTING STORM AND SEWER SYSTEMS FULLY <br />OPERATIONAL UNTIL THE PROPOSED SYSTEMS OR TEMPORARY BYPASS SYSTEMS ARE I IIII II ) <br />B INSTALLED. AFTER THE INSTALLED PROPOSED OR TEMPORARY BYPASS SYSTEMS ARE <br />FULLY OPERATIONAL, THE EXISTING STORM AND SEWERS SHALL BE TAKEN OFFLINE VIA <br />CAPPING AND PLUGGING OPERATIONS AND THEN THE EXISTING STORM AND SEWER <br />I I <br />I <br />I I <br />_ I r <br />SYSTEMS WITHIN THE PROJECT SITE SHALL BE DEMOLISHED UNLESS NOTED OTHERWISE. I © PROTECT EXISTING UTILITY SYSTEM PIPING TO REMAIN IN SERVICE. EXISTING UTILITY I i Sgl •' ='s I I P `8 <br />SYSTEMS INCLUDE GAS, SEWER, WATER AND STORM WATER. I III e. 5 II I JAE ,x= 8n II <br />Oj PROTECT EXISTING FIRE HYDRANTS] UNTIL PROPOSED FIRE HYDRANTS ARE OPERATIONAL <br />THEN REMOVE EXISTING FIRE HYDRANTS AND CAP AT THE PRIVATE MAIN. I \I 6 I I I \ <br />) I I v 5 4 �I I III Gp I I <br />® COORDINATE THE REMOVAL OF EXISTING OVERHEAD POWER LINES, POWER POLES AND <br />STREET LIGHTS WTH THE SNOHOMISH COUNTY PUD AND WITH RESPECTIVE UTILITY <br />g PURVEYORS FOR ALL OTHER OVERHEAD CABLES.. r II \ > <br />a 4 I <br />RAGS/NEWSPAPER/DEBRIS TO PREVENT <br />CONCRETE PLUG FROM SEEPING INTO EXISTING I `\ \ i r r i I r <br />CE SEWER SYSTEM REMAINING IN SERVICE 1 6 v v v v I I I goF��}' J <br />6" CONCRETE PLUG I I I II 5JF�\ S� ❑ 1 <br />CAPS <br />SEWER MAIN TO +� �Nx <br />REMAIN IN SERVICE I K <br />O <br />-- ' mm AWCU -- <br />1 EXISTING SANITARY SEWER MAIN — mE rN,( oN \ TO REMAIN IN SERVICE SHALL BED `� ^, ^ �+ <br />A PROTECTED THROUGHOUT RAGS/NEWSPAPER/DEBRIS TO PREVENT <br />DURATION OF THE PROJECT. CONCRETE PLUG FROM SEEPING INTO EXISTING <br />THE REMAINING SEWER MAIN SHALL BE CLEANED AND SEWER SYSTEM REMAINING IN SERVICE <br />RETROFITTED PER THE SANITARY ,r 6" CONCRETE PLUG <br />SEWER PLANS. <br />R CAP <br />CAP & PLUG DETAIL <br />FOR SANITARY SEWER SYSTEM <br />NTS <br />1 2 3 <br />4 5 <br />GENERAL DEMOLITION NOTES: <br />1. RESIDENTIAL STRUCTURES AND FOUNDATIONS WITHIN THE DEMOLITION <br />LIMITS HAVE BEEN REMOVED AND SERVICE UTILITIES CAPPED UNDER <br />BUILDING DEMOLITION PLANS. CONTRACTOR SHALL REVIEW ABATEMENT 1q)ff <br />AND DEMOLITION CONTRACT DOCUMENTS AND SCHEDULES TO ENSURE 16015th Avenue, Suite 1600 <br />THE ABOVE WAS COMPLETED AS INDICATED OTHERWISE ANY Seattle, WA 98101 <br />REMNANTS WILL BECOME PART OF THIS DEMOLITION PLAN. 206.622.5822 <br />CONTRACTOR SHALL COORDINATE THEIR DEMOLITION SCHEDULE www.kpf.com <br />ACCORDINGLY. BELOW GRADE UTILITIES REMAINING ON THE PROJECT <br />SITE AND SHALL BE DEMOLISHED, PER THESE NOTES. <br />2. CONTRACTOR TO COORDINATE TREE PROTECTION WITH OWNER'S D <br />REPRESENTATIVE. CONTRACTOR IS RESPONSIBLE FOR THE TREE <br />PROTECTION AND THE HEALTH OF THE TREES FOR THE DURATION OF <br />4 THE PROJECT. <br />REFER TO WATER UTILITY PLANS <br />I FOR RECONNECTION OF EXISTING 3. ALL EXISTING SURFACE FEATURES REMAINING WITHIN THE DEMOLITION <br />WATER MAIN PRIOR TO CAPPING LIMITS SHALL BE REMOVED IN THEIR ENTIRETY, UNLESS OTHERWISE <br />AND DEMOLISHING EXISTING WATER NOTED. <br />MAIN PIPE THROUGHOUT THE SITE. <br />a•m,oE w�;. \ \ \ 4. ALL ASPHALT AND CONCRETE RUBBLE GENERATED BY DEMOLITION <br />ACTIVITIES SHALL BE REMOVED AND RECYCLED IN A LEGAL MANNER. <br />5. ALL UTILITY STRUCTURES SHALL BE REMOVED FROM WITHIN THE <br />DEMOLITION LIMITS IF RIM TO INVERT IS 5 FEET OR LESS. FOR <br />UTLITY STRUCTURES DEEPER THAN 5 FEET FROM RIM TO INVERT, <br />DEMOLISH AND REMOVE THE TOP 5 FEET OF THE STRUCTURE AND <br />FILL WITH CDF, UNLESS OTHERWISE NOTED. ASSOCIATED PIPES SHALL <br />BE CAPPED TO PREVENT THE MOVEMENT OF GROUNDWATER. <br />5 3 I I EXCAVATION SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL0ess <br />M FILL. <br />03/30/2021 <br />3 r r 6. ALL WATER VALVES, POWER AND COMMUNICATION VAULTS/HANDHOLES PROJECT. <br />3= i ENCOUNTERED WITHIN DEMOLITION LIMITS SHALL BE REMOVED AND <br />DISPOSED OFF —SITE IN A LEGAL MANNER. BAKER HEIGHTS LEGACY <br />REMOVE EXISTING WATER a I\ 9F VAULT AND MASTER 7. EXISTING UTILITY PIPES 8"0 AND GREATER INTERCEPTED BY C <br />\\ METER AND RECONNECT Z110 - TRENCHING OPERATIONS SHALL BE GROUTED BOTH SIDES OF TRENCH EVERETT <br />I MAIN TO EXISTING CITY <br />0 TO PREVENT THE MOVEMENT OF GROUNDWATER. HOUSING AUTHORITY <br />MAIN. REFER TO WATER <br />_ I UTIUTY PLAN. <br />I i I r 8. ALL PRODUCTS OF DEMOLITION ACTIVITIES SHALL BE REMOVED AND <br />it i I I LEGALLY DISPOSED OF OFF —SITE. ASPHALT AND CONCRETE SHALL BE <br />I ` _ RECYCLED OFF —SITE. <br />1 ICI € I i! 9. ALL UTILITIES AND ASSOCIATED STRUCTURES SHOWN TO REMAIN PROJECT ADDRESS: <br />I� III 2 I I' ! / SHALL BE PROTECTED BY CONTRACTOR. ALL UTILITIES AND BUILDING A: 271014th STREET <br />STRUCTURES SHOWN TO BE DEMOLISHED/ABANDONED SHALL BE PER BUILDING B: 272515th STREET <br />1 <br />RESPECTIVE UTILITY JURISDICTION REQUIREMENTS. BUILDING C: 281515th STREET <br />BUILDING D: 281014th STREET <br />III III I' 10. A PERIMETER CHAIN LINK CONSTRUCTION FENCE WAS INSTALLED EVERETT, WA 98201 <br />j i 11 l i DURING THE BUILDING DEMOLITION CONTRACT. DEMOLITION OWNER: <br />III ) I CONTRACTOR SHALL INHERIT THIS FENCE AND MAINTAIN IT THROUGH EVERETT HOUSING LEGACY I <br />I I I I I THE CONSTRUCTION PERIOD AND ADD ANY ADDITIONAL FENCE AND 3107 S I IIII Ir I I I EVERETLBY N VENUE <br />9820E <br />GATES AS NEEDED. CONTRACTOR TO LEAVE INSTALLED FENCING IN EVERETT, WA 9820E <br />\ \ x I I Iw ; GOOD WORKING CONDITION. TESC MEASURES SHALL BE REMOVED <br />\ 8 OIEC EXISTING I i I 'I, i AFTER GROUND HAS BEEN STABILIZED, UNLESS NEEDED BY FURTHER <br />I EE LIGHT FOR �� $ t~n r CONSTRUCTION OR REQUIRED BY COE INSPECTOR. <br />IIII RLO 11 '=I <br />II I i II I I III ; I I $ z 11. ALL UTILITY PIPES 8 INCHES OR GREATER IN DIAMETER AND LOCATED <br />BELOW BUILDING AREAS MAY BE LEFT IN PLACE PROVIDED THEY ARE <br />FULLY GROUTED. ALL UTILITIES LESS THAN 8 INCHES IN DIAMETER <br />I i AND LOCATED BENEATH BUILDING AREAS MAY BE LEFT IN PLACE <br />II I I ' PROVIDED THEY ARE CAPPED AND OR PLUGGED WITH GROUT. UTILITY <br />I I I J I RARE DAM 068cI0PTlox <br />I I yl I PIPES ENCOUNTERED OUTSIDE OF BUILDING AREAS DURING <br />REDEVELOPMENT ACTIVITIES SHOULD BE PLUGGED, CAPPED, OR B REVISIONS <br />r IIII I\I I I REMOVED TO PREVENT MOVEMENT OF GROUNDWATER. <br />if j ' 12. ANY UTILITIES DISCOVERED DURING CONSTRUCTION OPERATIONS SHALL R na 021 CONFORMEn SFT <br />BE REMOVED TO A POINT, 3 FEET BELOW FINISH GRADE. THE UTILITY J OWJM21 ADDENDUMu.S <br />SHALL BE CAPPED OR PLUGGED WITH GROUT TO PREVENT THE <br />R 1I1171M9A nnncunimnm <br />MOVEMENT OF GROUNDWATER. ABANDONED UTILITY LINES UNDER <br />I�i >I III j III I I PROPOSED BUILDINGS SHOULD BE IDENTIFIED DURING CONSTRUCTION G 10MIM90 AnnENntIM0 <br />II `"• x3 II�'J i I, i AND EXISTING TRENCH BACKRLL SHOULD BE REMOVED AND REPLACED E mnarm20 rnNSTRIIrTIONSET (nnA cNnll_ #1) <br />jII a i PER RECOMMENDATIONS OF THE GEOIECHNICAL REPORT. E 0919512090 PERMIT CORRECTIONS <br />13. CONTRACTOR IS RESPONSIBLE FOR CONTINUED OPERATION OF n nRlzuznzn eID SET <br />EXISTING AND TEMPORARY STORM SYSTEMS. CONTRACTOR SHALL c n51221202n RNW9N0 PERMIT 91MITTAII <br />REVIEW AND FIELD VERIFY THAT THE REMAINING PORTIONS OF THE HUDSUBMITT& <br />i I rl I EXISTING STORM DRAINAGE SYSTEM WITHIN THE RIGHT OF WAY, B a611100z0 DESIGN DEVELOPMENT <br />14 TEMPORARY STORM MEASURES AND PROPOSED GRADING ARE NOT IN <br />III I r ` I I J l I I I CONFLICT. WHERE CONFLICTS OCCUR, CONTRACTOR SHALL PROVIDE A 011(ti SCHEMATIC DESIGN <br />TEMPORARY PUMPING OR ALTERNATIVE SYSTEMS. MARK DATE DESCRIPTION <br />\ 14. CONTRACTOR SHALL PREPARE A COLOR CODED RECORD PLAN NOTING ISSUE INFORMATION <br />PLUGGED/ABANDONED/REMOVED UTILITIES FOR USE BY THE SITE CCCC <br />m r "1iYiF'' j \ \` I DEVELOPMENT AND BUILDING CONTRACTOR'S TO COORDINATE, PLAN, PROJECT NO.: 17OOVJH <br />AND SCHEDULE THEIR CONSTRUCTION EFFORTS ACCORDINGLY. GGLOPRINCIPAL INCHARGE : AGO <br />I l ) I r I l r l GGLOPROJECTM@JAGER LESISJZ <br />OWNER APPROVAL: <br />i I I I I o <br />_ N A <br />N i, = SHEETTITLE <br />N ? SITE DEMOLITION <br />w <br />y <br />SHEET NO <br />0 15 30 60 Z Cm200 <br />� 0 <br />1 inch = 30 feet L) <br />4 5 <br />