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1 2 3 4 5 I I GENERAL DEMOLITION NOTES: m! 1 N 8 1. RESIDENTIAL STRUCTURES AND FOUNDATIONS WITHIN THE DEMOLITION LIMITS HAVE BEEN REMOVED AND SERVICE UTILITIES CAPPED UNDER hm O� m BUILDING DEMOLITION PLANS. CONTRACTOR SHALL REVIEW ABATEMENT \ I AND DEMOLITION CONTRACT DOCUMENTS AND SCHEDULES TO ENSURE 1601 6[h Avenue,Suite 1600 \ 12 _ 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.kpff.com ACCORDINGLY. BELOW GRADE UTILITIES REMAINING ON THE PROJECT SITE AND SHALL BE DEMOLISHED, PER THESE NOTES. D ° 11C ALK 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 THE PROJECT. 4 REFER TO WATER UTILITY PLANS FOR RECONNECTION OF EXISTING 3. ALL EXISTING SURFACE FEATURES REMAINING WITHIN THE DEMOLITION I- q 3 e WATER MAIN PRIOR TO CAPPING LIMITS SHALL BE REMOVED IN THEIR ENTIRETY, UNLESS OTHERWISE 7 — AND DEMOLISHING EXISTING WATER NOTED. AP v "°"4< - MAIN PIPE THROUGHOUT THE SITE. i h 3 �ma I ''11�Fo °F1 1 4. ALL ASPHALT AND CONCRETE RUBBLE GENERATED BY DEMOLITION 5 I o o,=� \--- /s �` - _ ACTIVITIES SHALL BE REMOVED AND RECYCLED IN A LEGAL MANNER. - \ >, 5. ALL UTILITY STRUCTURES SHALL BE REMOVED FROM WITHIN THE o DEMOLITION LIMITS IF RIM TO INVERT IS 5 FEET OR LESS. FOR UTILITY STRUCTURES DEEPER THAN 5 FEET FROM RIM TO INVERT, OHL 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. A II zi"API Y'°"AP T,a �I I 5 3 III EXCAVATION SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL 'JONAL ce�� 2OCONSTRUCTION FENCE q — I) IIII FILL. ( ) 03/30/2021 TYP o" - v I =. m _ 6. ALL WATER VALVES, POWER AND COMMUNICATION VAULTS HANDHOLES PROJECT: ODEMOLITION LIMITS - a 11 a.� b I �I av I 7 3 ENCOUNTERED WITHIN DEMOLITION LIMITS SHALL BE REMOVED AND (TYp) DISPOSED OFF-SITE IN A LEGAL MANNER. BAKER HEIGHTS LEGACY REMOVE EXISTING WATER i I s I� VAULT AND MASTER G 7. EXISTING UTILITY PIPES 8"0 AND GREATER INTERCEPTED BY C c o j -- METER AND RECONNECT 5 TRENCHING OPERATIONS SHALL BE GROUTED BOTH SIDES OF TRENCH EVERETT a 5 ;� EXISTING CITY TO PREVENT THE MOVEMENT OF GROUNDWATER. HOUSING AUTHORITY MAIN. REFER TO WATER I r I `II UTILITY PLAN. J a I I 8. ALL PRODUCTS OF DEMOLITION ACTIVITIES SHALL BE REMOVED AND DEMOLITION NOTES: ) 8 °II a vv - I I LEGALLY DISPOSED OF OFF-SITE. ASPHALT AND CONCRETE SHALL BE RECYCLED OFF-SITE. THIS DEMOLITION PLAN ANTICIPATES EXISTING BUILDING STRUCTURES HAVE BEEN ` `� -- PROJECTADDRESS: I I \ \ I 9. ALL UTILITIES AND ASSOCIATED STRUCTURES SHOWN TO REMAIN r I \ I I o l w 1I DEMOLISHED AND DEBRIS REMOVED OFF SITE; THEREFORE THE CONTRACTOR SHALL: m �rI REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND UTILITIES WITHIN THE DEMOLITION "` ; III SHALL BE PROTECTED BY CONTRACTOR. ALL UTILITIES AND BUILDING A:271014th STREET u ) E v 11 STRUCTURES SHOWN TO BE DEMOLISHED/ABANDONED SHALL BE PER BUILDING B:272515th STREET LIMITS, UNLESS NOTED OTHERWISE. THE DEMOLITION LIMITS BOUNDARY IS AN ESTIMATE N_ n \ / RESPECTIVE UTILITY JURISDICTION REQUIREMENTS. BUILDING C:281515th STREET THAT EXPANDS FARTHER BASED ON SAWCUT LINE REQUIREMENTS FOR UTILITY BUILDING i I0 �I II v I I I I I I ( _ ) I I BUILDING D:281014th STREET INSTALLATIONS. THE CONTRACTOR SHALL FIELD VERIFY AND ACCOUNT IN THE BID I e it ' 10. A PERIMETER CHAIN LINK CONSTRUCTION FENCE WAS INSTALLED EVERETT,WA 98201 ACCORDINGLY. HAUL ALL DEMOLISHED MATERIALS OFFSITE IN A LEGAL MANNER. --I-IW1�L.= I d I - II DURING THE BUILDING DEMOLITION CONTRACT. DEMOLITION V A l A�� ' I I ) I II I OWNER: COORDINATE NTH THE OWNER AND THE ARCHITECT FOR ANY MATERIAL SALVAGE. — CONTRACTOR SHALL INHERIT THIS FENCE AND MAINTAIN IT THROUGH y i h� �I EVERETT HOUSING LEGACY LLLP O INSTALL MAINTAIN AND MODIFY TEMPORARY CONSTRUCTION FENCE AS NEEDED TO 1 ' ' ( THE CONSTRUCTION PERIOD AND ADD ANY ADDITIONAL FENCE AND i r M,I( 3107 COLBY AVENUE GATES AS NEEDED. CONTRACTOR TO LEAVE INSTALLED FENCING IN EVERETT,WA 98201 ACCOMMODATE PROJECT DEMOLITION AND CONSTRUCTION ACTIVITIES. I I °F , L� i _ � I I / � I r I � v v I III I I � I I GOOD WORKING CONDITION. TESC MEASURES SHALL BE REMOVED 3 PRIOR TO CAPPING UTILITY, VERIFY AND REROUTE ACTIVE EXISTING UTILITY SERVICES ,I _ g tr AFTER GROUND HAS BEEN STABILIZED, UNLESS NEEDED BY FURTHER 0 / °�� I i \ p OTEC EXISTING ) II I Iml f- i COMING FROM ADJACENT PROPERTIES TO ACCOMMODATE ALL EXCAVATION AND I I e1 8 `\ S EE LIGHT FOR to I CONSTRUCTION OR REQUIRED BY COE INSPECTOR. CONSTRUCTION ACTIVITIES. i AM ti ' R LO TIO / m w J ) I \I \I 11 ON 11. ALL UTILITY PIPES 8 INCHES OR GREATER IN DIAMETER AND LOCATED 4 PROTECT EXISTING STRUCTURE TO REMAIN IN SERVICE. PLUG INLETS PER CITY OF �° P a BELOW BUILDING AREAS MAY BE LEFT IN PLACE PROVIDED THEY ARE EVERETT REQUIREMENTS AS SHOWN IN PLAN. a. � "� FULLY GROUTED. ALL UTILITIES LESS THAN 8 INCHES IN DIAMETER AND LOCATED BENEATH BUILDING AREAS MAY BE LEFT IN PLACE 5 PROTECT AND MAINTAIN PORTIONS OF THE EXISTING STORM AND SEWER SYSTEMS FULLY PROVIDED THEY ARE CAPPED AND OR PLUGGED NTH GROUT. UTILITY OPERATIONAL UNTIL THE PROPOSED SYSTEMS OR TEMPORARY BYPASS SYSTEMS ARE I VIII I PIPES ENCOUNTERED OUTSIDE OF BUILDING AREAS DURING MARK DATE DESCRIPTION B INSTALLED. AFTER THE INSTALLED PROPOSED OR TEMPORARY BYPASS SYSTEMS ARE I I e5 - IY _ �I\I REDEVELOPMENT ACTIVITIES SHOULD BE PLUGGED, CAPPED, OR B REVISIONS FULLY OPERATIONAL, THE EXISTING STORM AND SEWERS SHALL BE TAKEN OFFLINE VA I ISI 11 I II IIII REMOVED TO PREVENT MOVEMENT OF GROUNDWATER. CAPPING AND PLUGGING OPERATIONS AND THEN THE EXISTING STORM AND SEWER ' SYSTEMS WITHIN THE PROJECT SITE SHALL BE DEMOLISHED, UNLESS NOTED OTHERWISE. r I / 12. ANY UTILITIES DISCOVERED DURING CONSTRUCTION OPERATIONS SHALL K nvnnmt cnNFORMFnsFT I s I I v v I h I r I vv o / IIII 6 �i © PROTECT EXISTING UTILITY SYSTEM PIPING TO REMAIN IN SERVICE. EXISTING UTILITY „ i III �=o III III o �I BE REMOVED TO A POINT, 3 FEET BELOW FINISH GRADE. THE UTILITY nvt�nmt AnnFNDIIMss ¢A m on= � I II SHALL BE CAPPED OR PLUGGED WITH GROUT TO PREVENT THE SYSTEMS INCLUDE GAS, SEWER, WATER AND STORM WATER. - 5 H 19I77Ylmn AnnFNnIIM@1 I e: I ��_ � I x IIII / III 11 I Ir MOVEMENT OF GROUNDWATER. ABANDONED UTILITY LINES UNDER PROPOSED BUILDINGS SHOULD BE IDENTIFIED DURING CONSTRUCTION O lmlwmmf) AnnFNrnlM0 7O PROTECT EXISTING FIRE HYDRANT(S) UNTIL PROPOSED FIRE HYDRANTS ARE OPERATIONAL. x II N` T.a. AND EXISTING TRENCH BACKFILL SHOULD BE REMOVED AND REPLACED F nv�Rmm� f.ONSTRII.TION SFT nnFNOIIM$ �1 A ) THEN REMOVE EXISTING FIRE HYDRANTS AND CAP AT THE PRIVATE MAIN. v � 6 "° v PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. r \ 5 4 \ 5 \ 5 j F 0419FI909° PERMIT CORRECTIONS ' ® COORDINATE THE REMOVAL OF EXISTING OVERHEAD POWER LINES, POWER POLES AND /'� �sz v �' i I Iv`� o� 5 13. CONTRACTOR IS RESPONSIBLE FOR CONTINUED OPERATION OF n 001120f) RID SFT STREET LIGHTS WITH THE SNOHOMISH COUNTY PUD AND WITH RESPECTIVE UTILITY o p v s -0' ' /J �, ti ) \a 3" \ \ o m t° EXISTING c mm �G AND TEMPORARY STORM SYSTEMS. CONTRACTOR SHALL namRIIIInINGPFRMITSORMITTAII PURVEYORS FOR ALL OTHER OVERHEAD CABLES.. I 4 I �\\ � I / III \ \ , / � \ \ i I REVIEW AND FIELD VERIFY THAT THE REMAINING PORTIONS OF THE HUD SUBMITTAL EXISTING STORM DRAINAGE SYSTEM WITHIN THE RIGHT OF WAY, I l 1 € 4 TEMPORARY STORM MEASURES AND PROPOSED GRADING ARE NOT IN B 041102020 DESIGN DEVELOPMENT RAGS/NEWSPAPER/DEBRIS TO PREVENT 2020 SCHEMATIC DESIGN i CONFLICT. WHERE CONFLICTS OCCUR, CONTRACTOR SHALL PROVIDE A 011°7 CONCRETE PLUG FROM SEEPING INTO EXISTING i memo ,/�' ,' r ��,� /I TEMPORARY PUMPING OR ALTERNATIVE SYSTEMS. MARK DATE DESCRIPTION SEWER SYSTEM REMAINING IN SERVICE �I6 \ o�7 ° ISSUE INFORMATION 6"CONCRETE PLUG /"a"oz. r m 13tH\ ST \\ \ ` \ 14. CONTRACTOR SHALL PREPARE A COLOR CODED RECORD PLAN NOTING / " I+�i �dll�h �' V A V I \ V I V A V 1 \ CAPS PLUGGED/ABANDONED/REMOVED UTILITIES FOR USE BY THE SITE DEVELOPMENT AND BUILDING CONTRACTOR'S TO COORDINATE, PLAN, 1700658 �l' ( " PROJECT NO.: :''rN SEWER MAIN TOO °a"FE"IFP ` AND SCHEDULE THEIR CONSTRUCTION EFFORTS ACCORDINGLY. GGLOPRINCIPAL INCHARGE: ACC REMAIN IN SERVICE w " „ l ( l tl l ( ( / i / GGLO PROJECT MANAGER: LE ig 1 AWCUo„(Twu"u Fc"cE ) ` A \ \ OWNER APPROVAL: O EXISTING SANITARY SEWER MAIN —m °„„ m= 011 ¢"A„L�i \ o A TO REMAIN IN SERVICE SHALL BE _ ��—A N A PROTECTED THROUGHOUT �„ m-- DURATION OF THE PROJECT. RAGS/NEWSPAPER/DEBRIS TO PREVENT I. N SHEET TITLE THE REMAINING SEWER MAIN CONCRETE PLUG FROM SEEPING INTO EXISTING c? SITE DEMOLITION SHALL BE CLEANED AND SEWER SYSTEM REMAINING IN SERVICE �T RETROFITTED PER THE SANITARY ;,, 6” CONCRETE PLUG 1V W SEWER PLANS. ' GAP LU SHEET NO. N CAP & PLUG DETAIL o FOR SANITARY SEWER SYSTEM 0 15 30 60 z C'2�0 O NTS 1 inch=30 feet U Awa, ""rg2MaNLL SHEETSQEISM1b 1 2 3 4 5