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HomeMy WebLinkAboutD-204202CONSTRUCTION NOTES QREMOVE EXISTING 15" CONCRETE STORM DRAIN. SEE SHEET 1 C100 FOR REPLACEMENT. Q REMOVE EXISTING CATCH 'BASINS. SEE SHEET C100 FOR REPLACEMENT, QABANDON EXISTING RAIN LEADERS. PLUG WITH CONCRETE, 3 VERIFY NUMBER AND LOCATION WITH OWNERS REPRESENTATIVE, QREMOVE EXISTING RAIN LEADERS. VERIFY NUMBER AND LOCATION WITH OWNERS REPRESENTATIVE. QABANDON EXISTING STORM DRAIN. PLUG WITH CONCRETE 5 AT EACH END. QREMOVE EXISTING 12" CONCRETE STORM DRAIN. SEE SHEET 0100 6 FOR REPLACEMENT. QREMOVE EXISTING POST INDICATOR VALVES AND RISER, REMOVE PIPING TO EDGE OF DEMOLITION AND PLUG WITH CONCRETE EACH END_ SEE DETAIL 2/C101. REMOVE GUARDPOSTS AS DIRECTED BY BOEING CONSTRUCTION ENGINEER_ QREMOVE EXISTING POST INDICATOR VALVES AND RISER. REMOVE PIPING 8 TO EDGE OF DEMOLITION AND PLUG WITH CONCRETE EACH END_ SEE DETAIL 1 /C 101. REMOVE GUARDPOSTS AS DIRECTED BY BOEING CONSTRUCTION ENGINEER. REMOVE FIRE HEYDRANTS. HYDRANTS SHALL BE SALVAGED AND TURNED OVER TO OWNER. REVISION � >� –SV55L 5 —r— 18" STS 3 srs 5— L HPW 5 — CW 1 1 1Y s r 1 � r 4" STS 0-- I — 2 3 4 -04 BUILDING N I � � — ?— —, CHV S & CHWR \ { CW - U 4 -17 BUILDING 9\ i Q/ i CHWS & R I� TELEPHONE CONSTRUCTION NOTES GENERAL NOTES GENERAL NOTES A9 REMOVE EXISTING CONCRETE BUILDING SLAB(THICKNESS VARIES BETWEEN 5 INCH AND 12 INCH), ASPHALT AND CONCRETE PAVING(THICKNESS VARIES 1_ .LOCATIONS OF EXISTING PIPING RUNS AND FIXTURES 8. CONTRACTOR TO ENSURE ALL EXISTING UTILITIES HAVE BEEN _ STS 18 BETWEEN 3 AND 12 INCH), ABOVE GRADE AND UNDERGROUND SUMPS, ARE TAKEN FROM AS –BUILT DRAWINGS AND SITE PROPERLY DISCONNECTED, REROUTED, OR PROTECTED BEFORE 1 I f ABANDONED 47 FM =� GRADE BEAMS, AND PILE CAPS(WHEN NECESSARY) WITHIN NEW PAVING SURVEYS. LOCATIONS ARE TO BE CONSIDERED DEMOLITION. AREMOVE LIMITS. REMOVE GRADE BEAMS COMPLETELY WHEN ANY PORTION OF THE APPROXIMATE. EXTREME CAUTION SHOULD BE EXERCISED DURING EXCAVATION IN ORDER TO AVOID 9. CONTRACTOR TO COORDINATE SHUT DOWN OF WATER SYSTEM A/� 'GRADE BEAM IS WITHIN 3(THREE) FEET OF FINISHED GRADE. REMOVE PILE DAMAGE TO EXISTING UTILITIES. WITH BOEING FIRE PROTECTION, AND ASPHALT DEMOLTTOOP CAP COMPLETELY WHEN ANY PORTION OF THE CAP IS WITHIN 3(THREE) 5. MAINTAIN FENCE AROUND CONSTRUCTION AREA AT ALL TIMES. FEET OF FINISHED GRADE. SEE 4 -01, 4 -02, AND 4 -03 BUILDING AS –BUILT 7. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING CONDITIONS. REMOVE 2. IF THE CONTRACTOR ENCOUNTERS LEAKING TANKS OR OF ALL SUMPS AND EXCAVATIONS. ALL ABANDONED UTILITIES ENCOUNTERED AND CAP OR PLUG AT EDGE OF DEMOLITION. EXISTING SOIL CONTAMINATION, THE CONTRACTOR SHALL 187 RCP STORM DRAIN REMOVE EXISTING PILE CAPS AND GRADE BEAMS. CUT EXISTING PILES TO IMMEDIATLY NOTIFY THE OWNERS REPRESENTATIVE. 11. UNLESS OTHERWISE NOTED, ALL HYDRANTS AND POST INDICATOR VALVES WITHIN DEMOLITION LIMIT TO REMAIN. PROTECT DURING 3(THREE) FEET BELOW THE BOTTOM ELEVATION OF THE WET VAULT BASE SLAB. ALL EXCAVATED MATERIAL SHALL BE EXAMINED BY FACILITIES CONSTRUCTION. A REMOVE EXISTING LIFT STATION AND CONCRETE SUMPS. ENVIRONMENTAL REPRESENTATIVES PRIOR TO DISPOSAL OFF SITE. 3. MAINTAIN TRAFFIC FLOW DURING CONSTRUCTION. USE TRAFFIC CONES 12. SHORT LENGTHS OF HIGH PRESSURE WATER MAIN SHALL BE SHUT REMOVE EXISTING CONCRETE PIT. AS NECESSARY. PROVIDE CONES AND FENCING AND DOWN BETWEEN SECTION VALVES DURING REMOVAL OF ADJACENT STORM DRAIN. COORDINATE WITH BOEING FIRE PROTECTION_ WATER LINE TO REMAIN STEEL AIR LINES TO REMAIN. PROTECT DURING EXCAVATION USE EXTREME CAUTION CONSTRUCTION. (TYP) DURING EXCAVATION AND SAWCU T TING. —12 "STS —i2"STS 2 STS HP7V HPW STS /„' HIGH VOLTAGE P 7 -04 ELECT CON BUILDING A a STS 10'HPY! REMOVE EXISTING T DOMESTIC WATER AND VALVES. / REVISION f = SEE SHEET C102 FOR PHASING AND REPLACEMENT. f - _ S STS t� / A REMOVE EXISTING 10" HIGH PRESSURE WATER LINE AND 15 POST INDICATOR VALVES, GUARD POSTS AND A - -!_ -- PROTECTIVE CONCRETE WALLS. SALVAGE VALVES AND r TURN OVER TO OWNER. SEE SHEET C102 FOR PHASING AND REPLACEMENT. < REMOVE EXISTING HYDRANT H9. HYDRANT SHALL BE / SEC12A — _—H11 "STS METAL PLATES AS NECESSARY OVER TRENCHES. _ STS 18 REMOVE EXISTING CONCRETE WASTEWATER SUMP AND PIPING. 4_ MARKS HAVE BEEN PLACED ON PAVEMENT BY UTILITY LOCATOR SERVICE 1 I f ABANDONED 47 FM =� EXISTING STORM DRAIN PIPING TO EDGE OF DEMOLITION rf SMALL UTILITIES AND OTHER NON –METAL UTILITIES MAY NOT HAVE AREMOVE AND PLUG WITH CONCRETE EACH END. 6 BEEN IDENTIFIED. CONTRACTOR TO VERIFY BEFORE START OF DEMOLITION. A/� REMOVE EXISTING 4" FORCE MAIN WITHIN DEMOLITION LIMITS. PLUG WITH 5. FOR SCOPE OF UTILITIES REPLACEMENT, REFER TO SHEET X100. AND ASPHALT DEMOLTTOOP CONCRETE AT EDGE OF DEMOLITION. 5. MAINTAIN FENCE AROUND CONSTRUCTION AREA AT ALL TIMES. REMOVE EXISTING 2" AIR LINE AND CAP AT MAIN. 7. RECORD LOCATION AND ELEVATION OF ABANDONED PIPING AND PITS ON THE RECORD DRAWINGS. REMOVE EXISTING POST INDICATOR VALVE AND RISER. REMOVE PIPING 187 RCP STORM DRAIN TO MAIN SIMILAR TO DETAIL 2/C101. CAPPED EACH SIDE OF 8 4 -20 BUILDING 6 8 EXISTING CEM PROTECT DURING CONSTRUCTION SV56 SV57 SV58 H10 SV59 SP107A = SV60 8 "ST3 66 STS 8"STS HP:`r 10' Ht'1° 2— 8 "STS —18 "STS - -- TS STS 18" STS WATER LINE TO REMAIN STEEL AIR LINES TO REMAIN. PROTECT DURING EXCAVATION USE EXTREME CAUTION CONSTRUCTION. (TYP) DURING EXCAVATION AND SAWCU T TING. —12 "STS —i2"STS 2 STS HP7V HPW STS /„' HIGH VOLTAGE P 7 -04 ELECT CON BUILDING A a STS 10'HPY! REMOVE EXISTING T DOMESTIC WATER AND VALVES. / REVISION f = SEE SHEET C102 FOR PHASING AND REPLACEMENT. f - _ S STS t� / A REMOVE EXISTING 10" HIGH PRESSURE WATER LINE AND 15 POST INDICATOR VALVES, GUARD POSTS AND A - -!_ -- PROTECTIVE CONCRETE WALLS. SALVAGE VALVES AND r TURN OVER TO OWNER. SEE SHEET C102 FOR PHASING AND REPLACEMENT. < REMOVE EXISTING HYDRANT H9. HYDRANT SHALL BE / SEC12A — _—H11 "STS TO REMAIN _ STS 18 CATCH BASIN —CHWS— @O 1 I f ABANDONED 47 FM =� AUXILIARY FIRE LINE rf TO REMAIN_ PROTECT HPW DURING CONSTRUCTION 6 REVISION (� AREA OF CONCRETE _GM_ STS AND ASPHALT DEMOLTTOOP HPW 15 "STS JUNCTION BOX � I F- – WEf VAU LTA LOCATION '- - - - - -- - - - -- REMOVE UTILIDOR WITHIN NEW PAVING LIMITS_ SEAL END OF UTILIDOR AT EDGE OF PAVING LIMITS PER SHEET C51. U L� MONITOR WELLS TO REMAIN a PROTECT DURING CONSTRUCTION JUNCTION 2 BOX 12" TS 33 "STS i 7 Ds, T 70112 �ry — PW / .0 "HPW 4 -81 BUILDING PROPOSED REMOVAL EXISTING D 11 _m HPW - SALVAGED AND TURNED OVER TO OWNER. ao o ao ao Qj REMOVE EXISTING MANHOLE AND VALVE. SEE GRAPHIC SCALE o SHEET C102 FOR PHASING AND REPLACEMENT. II I wP-30-2042 LEGEND PROPOSED, ABANDON OR REMOVAL © 0 MANHOLE �r O CATCH BASIN —CHWS— @O MONITORING WELL CHILLED WATER RETURN rf FIRE HYDRANT HPW HIGH PRESSURE WATER VALVE STORM DRAIN W AREA OF CONCRETE _GM_ GRAVITY MAIN (SANITARY) AND ASPHALT DEMOLTTOOP POWER RISER �,yq�p�ii5y� EXISTING A COMPRESSED AIR, AF AUXILARY FIRE —CHWS— CHILLED WATER SUPPLY —CHWR— CHILLED WATER RETURN FM FORCEMAIN HPW HIGH PRESSURE WATER STS STORM DRAIN W WATER _GM_ GRAVITY MAIN (SANITARY) P POWER RAIN LEADERS RE QRD DRAWINGS RAMER CHIN .> � CONSUL I?1G ENGINEERS c �;.� BASc "D Oh! IN ORMATION FURPJISHE� � a.�";,• � (1�B—YT/H'E CONTRACTOR/ � �,, � i CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ARCHITECTURAL AND UTILITY DEMOLITION PLAN 4 -01 PARKING AREA DESIGNED: PATE. 2/93 FILE NAME: C20 DRAWN: SCALE'AS SHOWN FIELD BO PAGE CHECKED: DATE APPROVED: oicroa of ws .o "u: SHEET: 2 OF: 13