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Home My WebLink AboutS-202302r rr I b o SEE NOTE A2 4 -20 BUILDING SEE NOTE Ql SEE NOTE AS 11 1 -SEE NOTE ,& HYDRANT HYDRANT 11 SEE NOTE & SEE NOT HYDRANT HS H10 Hb1 11 COLUMN LINES 10"HPW- - - - - _ - - i S@STS- - _- _- F-' STS- _...} - - - _ S _ 8"ST$- _ 1- - - - - 2- 8 STS_ 5-- 18"575- -- -�- - - -I- - _FI- - - - 1 - - -18 ^STS - - � 18"575 - - -I _STS- - r - T -I I ' .FACE OF� 1 2 J 42a2 ,yy ABANDON 4 CW I'.. 2 ,y T:' 2 2 IN CE . I• ° i srs- zSTS-- ------- 1z °sTS - - - J - -_ FM- sf•' -' - -�- - _ - - 4'_FM.-- - - - - 5-.'- 10"HPW - - -. - - - - _ W -HPW I• - , y.HPW 1 �FM- - o' PW y B' HPW - - - - -- -- - '--- - --- -- - --- -- 5- - -8"AF -I I- - _ - - - - - / AF- - - -AF-k'' - -'� AF / � L e"AF i i r ` I I REMOVE I� SEE NOTE A5 - CAP 4 "CW SEE NOTE 4Q SUMP SEE NOTE Qq - SAWCUT 1' WEST S- _g'CW_l - 1 1- J 1 OF BUILDING FACE I i O SEE NOTE Q3 1 �... a a .SEE NOTE L SEE NOTE Q. 4 a ' 1 � � � REMAINING FLOOR SLAB AND FOUNDATION OF REMAINING FLOOR SLAB AND FOUNDATION OF - BUILDING 4 -01 (BUILDING PREVIOUSLY DEMOLISHED) BUILDING 4 -03 (BUILDING PREVIOUSLY_ DEMOLISHED) 41/ SITE DEMOLITION PLAN P SCALE: 1.. =40'. IV NOTES 1Q REMOVE 6' THICK CONCRETE BUILDING SLAB, SUMPS, AND PITS TO 3'-0" BELOW. FINISHED :. GRADE. REMOVE GRADE BEAMS 'COMPLETELY. LEAVE PILE CAPS WHEN ALL PARTS OF THE CAP ARE 3'-V' OR - GREATER BELOW` FINISHED' GRADE. SEE 4-01, 4-03 BUILDING AS- BUILT''.DRAWINGS. 2Q CAP EXISTING 6' FORCE MAIN IN EACH DIRECTION IN MECHANICAL MEZZANINE. 3Q. REMOVE SEWAGE LIFT STATION PIT AND PLUG EXISTING DRAIN LINES'. WITH LEAN CONCRETE. 4Q REMOVE EXISTING RAIN LEADERS AND PLUG - ADJACENT TO MAIN WITH LEAN CONCRETE. VERIFY NUMBER AND LOCATION WITH OWNERS REPRESENTATIVE. SQREMOVE EXISTING POST INDICATOR VALVES; BID ALTERNATE #1 PIPING, AND RISER. FIRE HYDRANT TO REMAIN OPERATIONAL. SEE DETAIL 1/C204. 6Q REMOVE EXISTING POST INDICATOR VALVES, PIPING, AND RISER.. SEE DETAIL 2/C2Q4. GENERAL NOTES 1. LOCATIONS OF EXISTING PIPING RUNS AND FIXTURES ARE TAKEN FROM AS -BUILT DRAWINGS AND SITE SURVEYS. LOCATIONS AND CONFIGURATIONS ARE TO BE CONSIDERED APPROXIMATE. EXERCISE EXTREME CAUTION DURING EXCAVATION IN ORDER TO AVOID DAMAGE TO EXISTING UTILITIES. SEE SITE SURVEY DRAWING SHEET C2 FOR ADDITIONAL INFORMATION ON SURFACE FEATURES. 2. CONTRACTOR WILL TAKE STEPS TO INSURE ALL UTILITIES HAVE BEEN .PROPERLY DISCONNECTED, REROUTED, OR PROTECTED BEFORE DEMOLITION. 3. CONTRACTOR SHALL MINIMIZE DISRUPTIONS TO EXISTING UTILITIES AND TRAFFIC FLOW. 4. MAINTAIN FENCING AROUND CONSTRUCTION AREA AT ALL TIMES. 5. IF CONTRACTOR ENCOUNTERS LEAKING TANKS OR EXISTING SOIL CONTAMINATION, THF. CONTRACTOR SHALL IMMEDIATLY NOTIFY THE OWNERS REPRESENTATIVE. ALL EXCAVATION MATERIAL SHALL BE EXAMINED BY. FACILITIES ENVIRONMENTAL REPRESENTATIVES PRIOR TO DISPOSAL OFF SITE. 6. NOTE LOCATION AND ELEVATION OF ABANDONED PIPING AND PITS ON THE RECORD DRAWING. 7. CONTRACTOR TO COORDINATE SHUT DOWN OF WATER SYSTEM WITH BOEING FIRE PROTECTION. LEGEND EXISTING. • POST. INDICATOR VALVE H FIRE HYDRANT -- -CW - -- COLD WATER - . - -A - -- COMPRESSED AIR -- -AF - -- AUXILIARY FIREMAIN - -- STS - -- STORM DRAIN -- -FM - -- FORCED WASTE MAIN - -- HPW - -- HIGH PRESSURE WATER MAIN AREA OF CONCRETE. DEMOLITION c BLDG 4-21 COL LINE S C fO54AA6W-AoAs- Bvi(fAvai1a6je, AREA OF DEMOLITION KEY PLAN CITY OF RENTON DEPARTMENT OF PUBLIC WORKEi Kramer, m & Mayo, Inc. c• M 1917 First Avenue SITE DEMOLITION PLAN RECOMMENDED RECOMMENDED w.:.,, <F.J FOR APPROVAL FORAPPROVAL y� rSC Seattle, Washington 98101 SEWAGE LIFT STATION INSTALLATIO �A PERRENTON 'PWD REVIEW COMMENTS SDN 10/18/91 DESIGNED: SDN BY�ulleyy-- ?.PtR�s4�= �'^ !iI tA9/ BY_ /IOY� 4A7 YL�pt� 91 E f.• �' ontEi 10/23/91 FlLE wwE:RENM09V wA7 ER UTILITY EN6fNEEl4 Pp aF S LaE ;,,;i QQ PER RENTON PWD RENEW COMMEMS SDN 71/8/91 DRnWN: DV. PLFN RF_VIEW F Ci - CHECKED: A'B sDUE:AS NOTED Pwe Q _ 3 NO. REVISION 9Y APPR. - DATE APPROVED: SHEEP: - C2 w w w w w w w w w w z z J z J z J z J z J z J z J z z J J J z z z z z z z z z z J J J J J = J J = J 0 O 0 0. O O O O O I U 1 r rr I b o SEE NOTE A2 4 -20 BUILDING SEE NOTE Ql SEE NOTE AS 11 1 -SEE NOTE ,& HYDRANT HYDRANT 11 SEE NOTE & SEE NOT HYDRANT HS H10 Hb1 11 COLUMN LINES 10"HPW- - - - - _ - - i S@STS- - _- _- F-' STS- _...} - - - _ S _ 8"ST$- _ 1- - - - - 2- 8 STS_ 5-- 18"575- -- -�- - - -I- - _FI- - - - 1 - - -18 ^STS - - � 18"575 - - -I _STS- - r - T -I I ' .FACE OF� 1 2 J 42a2 ,yy ABANDON 4 CW I'.. 2 ,y T:' 2 2 IN CE . I• ° i srs- zSTS-- ------- 1z °sTS - - - J - -_ FM- sf•' -' - -�- - _ - - 4'_FM.-- - - - - 5-.'- 10"HPW - - -. - - - - _ W -HPW I• - , y.HPW 1 �FM- - o' PW y B' HPW - - - - -- -- - '--- - --- -- - --- -- 5- - -8"AF -I I- - _ - - - - - / AF- - - -AF-k'' - -'� AF / � L e"AF i i r ` I I REMOVE I� SEE NOTE A5 - CAP 4 "CW SEE NOTE 4Q SUMP SEE NOTE Qq - SAWCUT 1' WEST S- _g'CW_l - 1 1- J 1 OF BUILDING FACE I i O SEE NOTE Q3 1 �... a a .SEE NOTE L SEE NOTE Q. 4 a ' 1 � � � REMAINING FLOOR SLAB AND FOUNDATION OF REMAINING FLOOR SLAB AND FOUNDATION OF - BUILDING 4 -01 (BUILDING PREVIOUSLY DEMOLISHED) BUILDING 4 -03 (BUILDING PREVIOUSLY_ DEMOLISHED) 41/ SITE DEMOLITION PLAN P SCALE: 1.. =40'. IV NOTES 1Q REMOVE 6' THICK CONCRETE BUILDING SLAB, SUMPS, AND PITS TO 3'-0" BELOW. FINISHED :. GRADE. REMOVE GRADE BEAMS 'COMPLETELY. LEAVE PILE CAPS WHEN ALL PARTS OF THE CAP ARE 3'-V' OR - GREATER BELOW` FINISHED' GRADE. SEE 4-01, 4-03 BUILDING AS- BUILT''.DRAWINGS. 2Q CAP EXISTING 6' FORCE MAIN IN EACH DIRECTION IN MECHANICAL MEZZANINE. 3Q. REMOVE SEWAGE LIFT STATION PIT AND PLUG EXISTING DRAIN LINES'. WITH LEAN CONCRETE. 4Q REMOVE EXISTING RAIN LEADERS AND PLUG - ADJACENT TO MAIN WITH LEAN CONCRETE. VERIFY NUMBER AND LOCATION WITH OWNERS REPRESENTATIVE. SQREMOVE EXISTING POST INDICATOR VALVES; BID ALTERNATE #1 PIPING, AND RISER. FIRE HYDRANT TO REMAIN OPERATIONAL. SEE DETAIL 1/C204. 6Q REMOVE EXISTING POST INDICATOR VALVES, PIPING, AND RISER.. SEE DETAIL 2/C2Q4. GENERAL NOTES 1. LOCATIONS OF EXISTING PIPING RUNS AND FIXTURES ARE TAKEN FROM AS -BUILT DRAWINGS AND SITE SURVEYS. LOCATIONS AND CONFIGURATIONS ARE TO BE CONSIDERED APPROXIMATE. EXERCISE EXTREME CAUTION DURING EXCAVATION IN ORDER TO AVOID DAMAGE TO EXISTING UTILITIES. SEE SITE SURVEY DRAWING SHEET C2 FOR ADDITIONAL INFORMATION ON SURFACE FEATURES. 2. CONTRACTOR WILL TAKE STEPS TO INSURE ALL UTILITIES HAVE BEEN .PROPERLY DISCONNECTED, REROUTED, OR PROTECTED BEFORE DEMOLITION. 3. CONTRACTOR SHALL MINIMIZE DISRUPTIONS TO EXISTING UTILITIES AND TRAFFIC FLOW. 4. MAINTAIN FENCING AROUND CONSTRUCTION AREA AT ALL TIMES. 5. IF CONTRACTOR ENCOUNTERS LEAKING TANKS OR EXISTING SOIL CONTAMINATION, THF. CONTRACTOR SHALL IMMEDIATLY NOTIFY THE OWNERS REPRESENTATIVE. ALL EXCAVATION MATERIAL SHALL BE EXAMINED BY. FACILITIES ENVIRONMENTAL REPRESENTATIVES PRIOR TO DISPOSAL OFF SITE. 6. NOTE LOCATION AND ELEVATION OF ABANDONED PIPING AND PITS ON THE RECORD DRAWING. 7. CONTRACTOR TO COORDINATE SHUT DOWN OF WATER SYSTEM WITH BOEING FIRE PROTECTION. LEGEND EXISTING. • POST. INDICATOR VALVE H FIRE HYDRANT -- -CW - -- COLD WATER - . - -A - -- COMPRESSED AIR -- -AF - -- AUXILIARY FIREMAIN - -- STS - -- STORM DRAIN -- -FM - -- FORCED WASTE MAIN - -- HPW - -- HIGH PRESSURE WATER MAIN AREA OF CONCRETE. DEMOLITION c BLDG 4-21 COL LINE S C fO54AA6W-AoAs- Bvi(fAvai1a6je, AREA OF DEMOLITION KEY PLAN CITY OF RENTON DEPARTMENT OF PUBLIC WORKEi Kramer, m & Mayo, Inc. c• M 1917 First Avenue SITE DEMOLITION PLAN RECOMMENDED RECOMMENDED w.:.,, <F.J FOR APPROVAL FORAPPROVAL y� rSC Seattle, Washington 98101 SEWAGE LIFT STATION INSTALLATIO �A PERRENTON 'PWD REVIEW COMMENTS SDN 10/18/91 DESIGNED: SDN BY�ulleyy-- ?.PtR�s4�= �'^ !iI tA9/ BY_ /IOY� 4A7 YL�pt� 91 E f.• �' ontEi 10/23/91 FlLE wwE:RENM09V wA7 ER UTILITY EN6fNEEl4 Pp aF S LaE ;,,;i QQ PER RENTON PWD RENEW COMMEMS SDN 71/8/91 DRnWN: DV. PLFN RF_VIEW F Ci - CHECKED: A'B sDUE:AS NOTED Pwe Q _ 3 NO. REVISION 9Y APPR. - DATE APPROVED: SHEEP: - C2