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11 C AID 2 \ 1 1 �m 8 I II J� If 1 3 CN�I Ame I �Rfi m� ,S�niu,v 4�w9r v " I� III Ili t I I (I)CONSTRUCTION FENCE ' O DEMOLITION LIMITS_, ' (TYP) i 1 1 5 �11 I 11 `II I DEMOLITION NOTES: IoI I16ll I 1 THIS DEMOLITION PLAN ANTICIPATES EXISTING BUILDING STRUCTURES HAVE BEEN I O DEMOLISHED AND DEBRIS REMOVED OFF SITE; THEREFORE THE CONTRACTOR SHALL: IIIP REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND UTILITIES WITHIN THE DEMOLITION UNITS, UNLESS NOTED OTHERWISE. THE DEMOUTION LIMITS 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. 1' COORDINATE WITH THE OWNER AND THE ARCHITECT FOR ANY MATERIAL SALVAGE. O2 INSTALL MAINTAIN AND MODIFY TEMPORARY CONSTRUCTION FENCE AS NEEDED TO ACCOMMODATE PROJECT DEMOLITION AND CONSTRUCTION ACTIVITIES. _ a O3 PRIOR TO CAPPING UTILITY, VERIFY AND REROUTE ACTIVE EXISTING UTILITY SERWCES COMING FROM ADJACENT PROPERTIES TO ACCOMMODATE ALL EXCAVATION AND CONSTRUCTION ACTIVITIES. �cl ® PROTECT EXISTING STRUCTURE TO REMAIN IN SERVICE. PLUG INLETS PER CITY OF II EVERETT REQUIREMENTS AS SHOWN IN PLAN. ; S O5 PROTECT AND MAINTAIN PORTIONS OF THE EXISTING STORM AND SEWER SYSTEMS FULLY I OPERATIONAL UNTIL THE PROPOSED SYSTEMS OR TEMPORARY BYPASS SYSTEMS ARE I INSTALLED. AFTER THE INSTALLED PROPOSED OR TEMPORARY BYPASS SYSTEMS ARE \ FULLY OPERATIONAL, THE EXISTING STORM AND SEWERS SHALL BE TAKEN OFFLINE NA cI CAPPING AND PLUGGING OPERATIONS AND THEN THE EXISTING STORM AND SEWER SYSTEMS WITHIN THE PROJECT SITE SHALL BE DEMOLISHED, UNLESS NOTED OTHERWISE. y� © PROTECT EXISTING UTILITY SYSTEM PIPING TO REMAIN IN SERVICE, EXISTING UTILITY I " SYSTEMS INCLUDE GAS, SEWER, WATER AND STORM WATER. Oj PROTECT EXISTING FIRE HYDRANT(S) UNTIL PROPOSED FIRE HYDRANTS ARE OPERATIONAL Ihr THEN REMOVE EXISTING FIRE HYDRANTS AND CAP AT THE PRIVATE MAIN. \I 6 ® COORDINATE THE REMOVAL OF EXISTING OVERHEAD POWER LINES, POWER POLES AND STREET LIGHTS WITH THE SNOHOMISH COUNTY PUD AND WITH RESPECTIVE UTILITY PURVEYORS FOR ALL OTHER OVERHEAD CABLES.. wcT I a I III c�P w✓x v S I1111 a I llll v 6 v v v a4 I M I I n i I 31 ' J4) %F 3 i 11xn T�9 �� I II C 8 II \ 1uP . r y l IT� 5 LI ga y�.a. I II q I N 14 I I II ,ur „1".ri I ri I III I 11 I:, ate^ p$ I I f I I cl y FE ma^ � III II I, rI b. 9^gym) AI — I I 1 I 1 I I I I hI B III I I �� I �°I Il lljl 1 � Ifs II i � I I I II II — I III J V I I I I II I d'a I F4 \ I I I I \ I I I+ I I I � III I I I I I III' m � i Illlll l I I I III III II II I j"ih I I I I>+ I a� �`E�E,, 1 -:3 III I 8m } 4 I 'u8l II III .? c4YD'J �5�uy 4II il�lil� 5 z � RAGS/NEWSPAPER/DEBRIS TO PREVENT CONCRETE PLUG FROM SEEPING INTO EXISTING SEWER SYSTEM REMAINING IN SERVICE \ 6" CONCRETE PLUG CAPS i %waars,w ". SEWER MAIN TOO REMAIN IN SERVICE O EXISTING SANITARY SEWER MAIN — 1 TO REMAIN IN SERVICE SHALL BED PROTECTED THROUGHOUTDUR RAGS/NEWSPAPER/DEBRIS TO PREVENT OF THE PROJECT. THE RAINING SEWER MAIN THE REMAINING CONCRETE PLUG FROM SEEPING INTO EXISTING 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 \ i 1 \ II 11 11 I \ \ \\ 1 II I \ I I1\ I \ I 1 D 1 AWCU(1 �N I \ Y w� 2 1 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 AND DEMOLITION CONTRACT DOCUMENTS AND SCHEDULES TO ENSURE THE ABOVE WAS COMPLETED AS INDICATED OTHERWISE ANY REMNANTS WILL BECOME PART OF THIS DEMOLITION PLAN. CONTRACTOR SHALL COORDINATE THEIR DEMOLITION SCHEDULE 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 REPRESENTATIVE. CONTRACTOR IS RESPONSIBLE FOR THE TREE PROTECTION AND THE HEALTH OF THE TREES FOR THE DURATION OF � q I\ REFER TO WATER UTILITY PLANS THE PROJECT. 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 roE a�;. 1 I 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 r ¢ \ UTILITY 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 1 ' •I \ BE CAPPED TO PREVENT THE MOVEMENT OF GROUNDWATER. 5 3 11 II I 1 ' EXCAVATION SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL M I I ^^ FILL. II sm' 3 i i 6. ALL WATER VALVES, POWER AND COMMUNICATION VAULTS/HANDHOLES V ENCOUNTERED WITHIN DEMOLITION LIMITS SHALL BE REMOVED AND €'I I DISPOSED OFF -SITE IN A LEGAL MANNER. REMOVE EXISTING WATER II VAULT AND MASTER C 7. EXISTING UTILITY PIPES 8"0 AND GREATER INTERCEPTED BY 1\ METER AND RECONNECT $RAF - TRENCHING OPERATIONS SHALL BE GROUTED BOTH SIDES OF TRENCH I MAIN TO EXISTING CITY TO PREVENT THE MOVEMENT OF GROUNDWATER. MAIN. REFER TO WATER / UTIUTY PLAN. I `; r 8. ALL PRODUCTS OF DEMOLITION ACTIVITIES SHALL BE REMOVED AND it i i I I i II LEGALLY DISPOSED OF OFF -SITE. ASPHALT AND CONCRETE SHALL BE I I RECYCLED OFF -SITE. 1q)ff 16015th Avenue, Suite 16D0 Seattle, WA 98101 206.622.5822 www.kpf.com 03/30/2021 PROJECT: BAKER HEIGHTS LEGACY EVERETT HOUSING AUTHORITY 9. ALL UTILITIES AND ASSOCIATED STRUCTURES SHOWN TO REMAIN PROJECT ADDRESS: SHALL BE PROTECTED BY CONTRACTOR. ALL UTILITIES AND BUILDINGA:271014thSTREET 6I 1 i STRUCTURES SHOWN TO BE DEMOLISHED/ABANDONED SHALL BE PER BUILDING B: 272515th STREET RESPECTIVE UTILITY JURISDICTION REQUIREMENTS. BUILDING C: 2815151th STREET vv ii i 7 I I� BUILDING D: 281014th STREET 1 i III III 10. A PERIMETER CHAIN LINK CONSTRUCTION FENCE WAS INSTALLED EVERETT, WA 98201 III i DURING THE BUILDING DEMOLITION CONTRACT. DEMOLITION OWNER: III ) I CONTRACTOR SHALL INHERIT THIS FENCE AND MAINTAIN IT THROUGH EVERETT HOUSING LEGACY LLLP I I I I I THE CONSTRUCTION PERIOD AND ADD ANY ADDITIONAL FENCE AND NI — II r 11 I EVE COLETT, WAVENUE AS NEEDED. CONTRACTOR TO LEAVE INSTALLED FENCING IN EVERETT, wA sa2D1 1 \ \ I x I I I Iw ; GOOD WORKING CONDITION. TESC MEASURES SHALL BE REMOVED \ 6 OIEC EXISTING O' AFTER GROUND HAS BEEN STABILIZED, UNLESS NEEDED BY FURRIER EE LIGHT FOR III R EEnn CONSTRUCTION OR REQUIRED BY COE INSPECTOR. II�I1 RLO 11 z 11. ALL UTILITY PIPES 8 INCHES OR GREATER IN DIAMETER AND LOCATED BELOW BUILDING AREAS MAY BE LEFT IN PLACE PROVIDED THEY ARE vI I I v ICI �I ""'m•" ��"`v i 1 FULLY GROUTED. ALL UTILITIES LESS THAN 8 INCHES IN DIAMETER 1 \ III I AND LOCATED BENEATH BUILDING AREAS MAY BE LEFT IN PLACE 1 \ I I I I I PROVIDED THEY ARE CAPPED AND OR PLUGGED WITH GROUT. UTILITY DESCRIP TION PTION 1 I yl I PIPES ENCOUNTERED OUTSIDE OF BUILDING AREAS DURING MARK DAM 11 I1; 5 i l l i �I _ I REDEVELOPMENT ACTIVITIES SHOULD BE PLUGGED, CAPPED, OR a REVISIONS REMOVED TO PREVENT MOVEMENT OF GROUNDWATER. \\ 1 1 ' 12. ANY UTILITIES DISCOVERED DURING CONSTRUCTION OPERATIONS SHALL K 0=021 C.MFORMEUSET \ 11\ /III _I 6 lu 1 BE REMOVED TO A POINT, 3 FEET BELOW FINISH GRADE. THE UTILITY J Ov1=1 ADDPNOUMxs \ 111 j j>h SHALL BE CAPPED OR PLUGGED WITH GROUT TO PREVENT THE H rolvlPnvn AnncunllMm MOVEMENT OF GROUNDWATER. ABANDONED UTILITY LINES UNDER > III j II! I I PROPOSED BUILDINGS SHOULD BE IDENTIFIED DURING CONSTRUCTION G 10MIM90 Amhlni IMm \ IIIIIj �.• �x3 j?I� II, AND EXISTING TRENCH BACKFILL SHOULD BE REMOVED AND REPLACED E Ooo 23 MNSTRIllSET ) nnA cNnll_ #1) I I l 111 8 PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. E n»n5nronm n PERMIT 5 5 13. CONTRACTOR IS RESPONSIBLE FOR CONTINUED OPERATION OF n nelzvzngO BIn sPT EXISTING AND TEMPORARY STORM SYSTEMS. CONTRACTOR SHALL C ill RnllnxnPERMTSIMMITTAII REVIEW AND FIELD VERIFY THAT THE REMAINING PORTIONS OF THE HUDSUBMITAL EXISTING STORM DRAINAGE SYSTEM WITHIN THE RIGHT OF WAY, a aamnozD DESIGN DEVELOPMENT TEMPORARY STORM MEASURES AND PROPOSED GRADING ARE NOT IN 1 1 1 I 1 � I 1 CONFLICT. WHERE CONFLICTS OCCUR, CONTRACTOR SHALL PROVIDE A 011ID70 0 SCHEMATIC DESIGN �� TEMPORARY PUMPING OR ALTERNATIVE SYSTEMS. MARK DATE DESCRIPTION } ISSUE INFORMATION 14. CONTRACTOR SHALL PREPARE A COLOR CODED RECORD PLAN NOTING 1 1\ \ I PLUGGED/ABANDONED/REMOVED UTILITIES FOR USE BY THE SITE cC III "i➢ii'' InL -` _ DEVELOPMENT AND BUILDING CONTRACTOR'S TO COORDINATE, PLAN, PROJECT NO.: 1700658 AND SCHEDULE THEIR CONSTRUCTION EFFORTS ACCORDINGLY. GGLOPRINCIPAL INCHARGE: AGc I l I I I l GGLOPROJECTM4JAGER LESISJZ 1 A \ 1 PE I ' 1 OWNERAPPROVAL: cwc \ u 1 ?A, I I I CV o N A \ h N SHEETTITLE N m; SITE DEMOLITION LU y LU SHEET NO. 0 15 30 f>D Z C=200 o 1 inch = 30 feet 'a"wpxu`snei�Nais`xv"�.n 4 5