The URL can be used to link to this page

Home My WebLink AboutSWP3002042.2CONSTRUCTION NOTES CONSTRUCTION NOTES GENERAL NOTES GENERAL NOTES N Lo 0 i Y 0 0 N Ln 0 Q1 REMOVE EXISTING 15" CONCRETE STORM DRAIN. SEE SHEET C100 FOR REPLACEMENT. Q REMOVE EXISTING CATCH BASINS. SEE SHEET C100 FOR REPLACEMENT. Q3 ABANDON EXISTING RAIN LEADERS. PLUG WITH CONCRETE. VERIFY NUMBER AND LOCATION WITH OWNERS REPRESENTATIVE. REMOVE EXISTING RAIN LEADERS. VERIFY NUMBER AND LOCATION WITH OWNERS REPRESENTATIVE, QABANDON EXISTING STORM DRAIN PLUG WITH CONCRETE 5 AT EACH END. 6QREMOVE EXISTING 12" CONCRETE STORM DRAIN. SEE SHEET C100 FOR REPLACEMENT. ZLREMOVE 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. A REMOVE EXISTING POST INDICATOR VALVES AND RISER. REMOVE PIPING TO EDGE OF DEMOLITION AND PLUG WITH CONCRETE EACH END. SEE DETAIL I'/C101. REMOVE GU.ARDPOSTS AS DIRECTED BY BOEING CONSTRUCTION ENGINEER. REMOVE FIRE HEYDRANTS. HYDRANTS SHALL BE SALVAGED AND TURNED OVER TO OWNER. REVISION -- 18" STS - srs J H PW S.__ DW _ __ I I 4' STS ::m CHWS & CHWR n 0 CHWS & R TELEPHONE a_ 0 ST SV55 rt�ND`F CFl 9 0 REMOVE EXISTING CONCRETE BUILDING SLAB(THICKNESS VARIES BETWEEN 5 LOCATIONS OF EXISTING PIPING RUNS AND FIXTURES 8, UTILITIES HAVE BEEN CONTRACTOR TO ENSURE ALL EXISTING T INCH AND 12 INCH), ASPHALT AND CONCRETE PAVING(THICKNESS VARIES ARE TAKEN FROM AS -BUILT DRAWINGS AND SITE PROPERLY DISCONNECTED, REROUTED, OR PROTECTED BEFORE BETWEEN 3 AND 12 INCH), ABOVE GRADE AND UNDERGROUND SUMPS, SURVEYS. LOCATIONS ARE TO BE CONSIDERED DEMOLITION. GRADE BEAMS, AND PILE CAPS(WHEN NECESSARY) WITHIN NEW PAVING APPROXIMATE. EXTREME CAUTION SHOULD BE LIMITS. REMOVE GRADE BEAMS COMPLETELY WHEN ANY PORTION OF THE EXERCISED DURING EXCAVATION IN ORDER TO AVOID 9° CONTRACTOR TO COORDINATE SHUT DOWN OF' WATER SYSTEM GRADE BEAM IS WITHIN 3(THREE) FEET OF FINISHED GRADE., REMOVE PILE DAMAGE TO EXISTING UTILITIES. WITH BOEING FIRE PROTECTION. CAP COMPLETELY WHEN ANY PORTION OF THE CAP IS WITHIN 3(THREE) FEET OF FINISHED GRADE. SEE 4-01, 4-02, AND 4---03 BUILDING AS -BUILT 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 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. QREMOVE EXISTING LIFT STATION AND CONCRETE SUMPS. ENVIRONMENTAL REPRESENTATIVES PRIOR TO DISPOSAL OFF SITE. 12. SHORT LENGTHS OF HIGH PRESSURE WATER MAIN SHALL BE SHUT 3. MAINTAIN TRAFFIC FLOW DURING CONSTRUCTION. TRAFFIC CONES AAS REMOVE EXITING CONCRETE PIT. .USE NECESSARY. PROVIDE CONES AND FENCING AND DOWN BETWEEN SECTION VALVES DURING REMOVAL OF ADJACENT STORM DRAIN, COORDINATE WITH BOEING FIRE PROTECTION, METAL_ PLATES AS NECESSARY OVER TRENCHES. REMOVE EXISTING CONCRETE WASTEWATER SUMP AND PIPING. 4. MARKS HAVE BEEN PLACED ON PAVEMENT BY UTILITY LOCATOR SERVICE AREMOVE EXISTING STORM DRAIN PIPING TO EDGE OF DEMOLITION SMALL UTILITIES AND OTHER NON-METAL UTILITIES MAY NOT HAVE AND PLUG WITH CONCRETE EACH END. BEEN IDENTIFIED. CONTRACTOR TO VERIFY BEFORE START OF DEMOLITION. REMOVE EXISTING 4" FORCE MAIN WITHIN DEMOLITION LIMITS. PLUG WITH A 5° FOR SCOPE OF UTILITIES REPLACEMENT, REFER TO SHEET C100. CONCRETE AT EDGE OF DEMOLITION. 6. 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 18" RCP STORM DRAIN TO MAIN SIMILAR TO DETAIL 2/C101. CAPPED EACH SIDE OF 8 4-20 BUILDING 6 g EXISTING CEM CONC PVMT SV56 SV57 SV58 7 H 10 SV59 SP107A T SV60 PROTECT DURING CONSTRUCTION 3H 8" STS - STS 8HS STS $ $$ 2- 8 STS Hg —18" STS — — - - —STS- - STS- STS 18" STS -- — 6 -STS 2 Q g ; SEC 12A N 4 2 H 1 1 TO REMAIN — 9 2 STS 18" STS -- -- - s Cl 4vt 4 M GM -- / ABANDONED 4!FM j I PEE �U T D U IA / f AUXILIARY FIRE LINE j / TO REMAIN. PROTECT E 9 / / D IN I CS S U�ION . / // / i � ` DURING CONSTRUCTION 6 CiZ! \® WATER LINE TO REMAIN PROTECT DURING EXCAVATION � CONSTRUCTION. (TYP)— ._ �3 12" STS— 12" ::STS HIGH VOLTAGE 7-04 \ ELECT CONDJ,�H BUILDING �o �S cn 1 cn 8" A mim STEEL AIR LINES TO REMAIN. USE EXTREME CAUTION DURING EXCAVATION AND SAWCUTTI NG. 12" STS — H STS AREMOVE EXISTING 8" DOMESTIC WATER AND VALVES. REVISION SEE SHEET C102 FOR PHASING AND REPLACEMENT. i AREMOVE EXISTING 10" HIGH PRESSURE WATER LINE AND 15 POST INDICATOR VALVES, GUARD POSTS AND PROTECTIVE CONCRETE WALLS. SALVAGE VALVES AND TURN OVER TO OWNER. SEE SHEET C102 FOR PHASING AND REPLACEMENT. AREMOVE EXISTING HYDRANT H9. HYDRANT SHALL BE 4-81 BUILDING N SALVAGED AND TURNED OVER TO OWNER. 40' 0 40' 8ol QREMOVE EXISTING MANHOLE AND VALVE. SEE GRAPHIC SCALE SHEET C102 FOR PHASING AND REPLACEMENT. REVISION [2�> / L p 12" STS 0 PROPOSED PROPOSED, ABANDON EXISTING REMOVAL EXISTING OR REMOVAL COMPRESSED AIR —A-- A.F - AUXILARY FIRE 0 MANHOLE - CHWS--- CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN .Zr/ CATCH BASIN % ' -- FM FORCEMAIN 9X1/ HPW HIGH PRESSURE WATER 00 MONITORING WELL - STS STORM DRAIN W WATER FIRE HYDRANT GRAVITY MAIN (SANITARY) — GM P POWER VALVE RAIN LEADERS AREA OF CONCRETE AND ASPHALT DEMOLITION RISER o- N W ETVAU LT LOCATION �F REMOVE UTILIDOR WITHIN NEW PAVING LIMITS. SEAL END OF UTILIDOR AT EDGE OF PAVING LIMITS PER SHEET C51. MONITOR WELLS TO REMAIN PROTECT DURING CONSTRUCTION M JUNCTION TYP BOX 555— 12" TS 33" STS -S 5 I � 0 - b 1 CD = o � _ O 0 �0-A . Wz 1 N i >O N 3wP-so -2o4?