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