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PLUMBING SPECIFICATIONS
<br /> PART 1 GENERAL PART 2 PRODUCTS
<br /> 1.01 GENERAL CONDITIONS: 2.01 MATERIAL: PIPE: 3.03PIPING INSTALLATION:
<br /> A. THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, EQUIPMENT, AND SHALL PERFORM ALL OPERATIONS A. SANITARY SEWER PIPING INSIDE BUILDING SHALL BE A. GENERAL:
<br /> IN CONNECTION WITH THE PLUMBING SYSTEM(S) AS OUTLINED IN THE DRAWINGS AND IN STRICT ACCORDANCE WITH THE 1. NO PIPING SHALL BE PERMANENTLY COVERED BY CONSTRUCTION BEFORE INSPECTION
<br /> CONDITIONS OF THE CONTRACT. ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH CAN REASONABLY BE AND APPROVAL.
<br /> TAKEN OR INFERRED AS BELONGING TO THE WORK AND NECESSARY TO PROVIDE THE SYSTEM DESCRIBED OR APACHE SCHEDULE 40 DWV 2. PROVISIONS SHALL BE MADE FOR THE EXPANSION AND CONTRACTION OF ALL
<br /> SHOWN SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE WORK SHALL BE COMPLETE AND READY FOR SERVICE ABS PIPE AND FITTINGS (ALL AS ALLOWED BY LOCAL CODE). PIPING, USING SWING JOINTS MADE UP OF FITTINGS, OR BENDS, OR OTHER METHODS OR
<br /> AS SHOWN AND/OR SPECIFIED, AND BE SATISFACTORY TO THE ARCHITECT. DEVICES AS APPROVED. \ ,� /
<br /> B. DOMESTIC WATER PIPING: 3. CONNECTION OF PIPING OR EQUIPMENT OF DISSIMILAR MATERIALS SHALL BE MADE v�/ IA A I
<br /> B. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CORRELATIONS AND GENERAL REQUIREMENTS. WITH DIELECTRIC COUPLINGS OR WITH FLANGES AND INSULATING GASKETS EPCO, OR
<br /> A. ABOVE GROUND: TYPE "L" COPPER TUBING. WROUGHT COPPER OR CAST BRONZE EQUAL. ARCHITECTS
<br /> 1.02 WORK INCLUDED: SWEAT FITTINGS. 4. INSTALL WATER PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY
<br /> BENDS TO CONFORM WITH BUILDING REQUIREMENTS, AND PROVIDE SPACE FOR OTHER
<br /> A. THE SYSTEMS TO BE INSTALLED CONSIST ESSENTIALLY OF THE FOLLOWING: 1) PIPING 3 INCHES AND ABOVE: BRAZED. WORK.
<br /> 1. SANITARY SEWER PIPING AND WATER PIPING. 5.PIPING SHALL BE CONCEALED IN ALL LOCATIONS UNLESS OTHERWISE NOTED ON THE
<br /> 2. PLUMBING FIXTURES. 2) PIPING 2-1/2 INCHES AND SMALLER: SOLDERED (95/5 SOLDER) JOINTS. DRAWINGS, 5757 Pacific Avenue
<br /> 3. TRENCHING AND BACKFILL. 3) APPROVED FILLERS: 6.INSTALL PIPING PROMPTLY, CAPPING AND PLUGGING OPEN ENDS. Suite 226
<br /> 4. TESTING AND ADJUSTMENT OF THE PLUMBING SYSTEM. Stockton, CA 95207
<br /> 5. OTHER ITEMS AS MAY BE SPECIFIED OR SHOWN ON THE DRAWINGS. a) PRESSURE RANGE 61 TO 150 PSI AND TEMPERATURES 151°F TO 200°F: 95/5
<br /> TIN-ANTIMONY OR SILVER-BEARING SOLDERS, I.E., ALLSTATE 430, HARRIS B. JOINTING:
<br /> 1. THREADED JOINTS SHALL HAVE TAPERED EVENLY CUT AND SHALL BE MADE WITH
<br /> 1.03 WORKMANSHIP: WHERE OTHER INSTRUCTIONS ARE NOT GIVEN, EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE STAY BRITE 5 OR 8. 2000 L Street
<br /> WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND THE BEST STANDARD PRACTICE FOR THIS TYPE OF WORK. UNDERWRITERS' LABORATORIES APPROVED COMPOUND FOR GAS SERVICE CONSISTING OF Suite 125
<br /> b) USE APPROPRIATE FLUX PER MANUFACTURER'S RECOMMENDATIONS. USE GRAPHITE COMPOUND OR POLYTETRAFLOURETHYLENE TAPE APPLIED TO THE MALE
<br /> 1.04 RULES, REGULATIONS, AND CODES: OF CORROSIVE FLUXES IS PROHIBITED. THREADS ONLY. AFTER CUTTING AND BEFORE THREADING, PIPE SHALL BE REAMED AND Sacramento, CA 95811
<br /> SHALL HAVE BURRS REMOVED CAULKING OF THREADED JOINTS TO STOP OR PREVENT
<br /> A. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, CODES, AND B. BELOW GROUND: TYPE "K" COPPER TUBING WITH BRAZED JOINTS. APROVED LEAKS WILL NOT BE PERMITTED. T 209.944.91 10
<br /> REGULATIONS OF THE FOLLOWING: 2. WELDED JOINTS: CHANGES IN DIRECTION OF PIPING SHALL BE MADE WITH WELDED F 209.944.5711
<br /> FILLERS: "PHOS 0," "SILFOS 5," "AIRCOSIL 15," "BRAZE 450(01E)," USE FITTINGS OF FORGED-BRANCH-CONNECTION FITTINGS. METERING OR NOTCHING PIPE TO
<br /> PART 1 CALIFORNIA ADMINISTRATIVE CODE APPROPRIATE FLUX PER MANUFACTURER'S RECOMMENDATIONS. FORM ELBOWS AND TEES, OR OTHER SIMILAR FITTINGS, WILL NOT BE PERMITTED. www.wmbarchitects.com
<br /> PART 2 2019 CALIFORNIA BUILDING CODE 3. SOLDER JOINTS IN COPPER TUBING FOR ALL INSTALLATIONS (HEATING,
<br /> PART 3 2019 CALIFORNIA ELECTRICAL CODE C. PROVIDE "SCOFF" DIELECTRIC UNIONS AT ALL COPPER TO STEEL CONNECTIONS. REFRIGERATING, AND PLUMBING) SHALL BE MADE WITH SIL-FOS SILVER BRAZING ALLOY.
<br /> PART 4 2019 CALIFORNIA MECHANICAL CODE SURFACES TO BE JOINTED SHALL BE FREE OF OIL, GREASE, RUST AND OXIDES. AFTER
<br /> PART 5 2019 CALIFORNIA PLUMBING CODE C. NATURAL GAS AND FUEL OIL PIPING SHALL BE SEAMLESS OR LAP WELDED BLACK CLEANING AND BEFORE ASSEMBLY OR HEATING, SUPPLY HANDY-FLUX TO EACH JOINT
<br /> PART 620113 CALIFORNIA ENERGY CODE STEEL, 125 PSIG WORKING PRESSURE. FITTINGS SHALL BE 125 PSIG TO SUIT PIPING SURFACE AND SPREAD EVENLY. HEAT SHALL BE APPLIED CAREFULLY WITH AN
<br /> PARTS 2019 CALIFORNIA FIRE CODE MATERIAL. THREAD PASTE SHALL BE INSOLUBLE IN WATER ALL VALVES SHALL BE RATED OXY-ACETYLENE TORCH TO AVOID OVERHEATING FITTINGS, VALVES, ETCTIIWE 95
<br /> PART 11 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (Cal Green) FOR NATURAL GAS FUEL. STEEL PIPE BURIED BELOW GRADE SHALL HAVE AN APPLIED 5696 ANTIMONY SOLDER MAY BE PERMITTED ON PLUMBING LINES ABOVE SLAB OR GROUND
<br /> HIGH DENSITY POLYETHYLENE WRAP, X-TRU-COAT, OR EQUAL, APPLIED AND INSTALLED ONLY WITH PRIOR APPROVAL FOR PIPING 2" AND SMALLER, ONLY.
<br /> B. RULING AND INTERPRETATIONS OF THE ENFORCING AGENCY WILL BE CONSIDERED PART OF THE ALL PER THE MANUFACTURER'S INSTRUCTIONS.
<br /> REGULATIONS. 4.STEEL PIPE AND CONNECTIONS:
<br /> D. GAS PIPING SHALL BE GRADED TOWARD THE REGULATOR WHEREVER POSSIBLE. PIPING A) SHALL HAVE ENDS REAMED TO FULL INSIDE DIAMETER AND BEVELED BEFORE
<br /> C. NOTHING IN THESE SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE TRAPPED BY CHANGE OF GRADE SHALL BE SUPPLIED WITH A DRIP LINE AT THE LOW BEING MADE UP INTO FITTINGS.
<br /> ABOVE, AND EXPENSE IN COMPLIANCE WITH THE ABOVE SHALL BE BORNE BY THE CONTRACTOR POINT BROUGHT OUT TO AN ACCESSIBLE LOCATION. PROVIDE DIRT POCKETS AT BOTTOMS B) ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS.
<br /> OF VERTICAL PIPE RISERS, CONSISTING OF TEE FITTINGS PLUGGED WITH CAPPED NIPPLES. C) ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT.
<br /> D. WHENEVER THE SPECIFICATIONS AND DRAWINGS REQUIRE HIGHER STANDARDS OR LARGER SIZES THAN HIGH PRESSURE PIPE SHALL BE WELDED (SEE JOINTING). D) JOINTS BETWEEN PIPE AND FITTINGS TO BE MADE WITH THREADS FULLY COATED
<br /> THOSE REQUIRED BY THE ORDINANCES AND STATUTES, THE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRIORITY E. CONDENSATE LINES SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH GALVANIZED WITH KEY'S THREAD PASTER PASTE IS TO BE APPLIED TO MALE THREAD.
<br /> OVER THE SPECIFIC ORDINANCES AND STATUTES. E) UNIONS TO BE PLACED ADJACENT TO ALL SCREWED VALVES CHECK VALVES OR
<br /> MALLEABLE IRON FITTINGS OR TYPE 'M' COPPER CONDENSATE LINES BELOW THE ROOF EQUIPMENT WHICH HAS NO UNION CONNECTIONS. UNIONS ON WATER PIPES ON FIXTURES
<br /> 1.05 SITE EXAMINATION AND CONDITIONS: THIS CONTRACTOR SHALL EXAMINE THE SITE, VERIFY DIMENSIONS AND AND CONCEALED AREAS SHALL BE COVERED WITH INSULATION. SIDE OF TRAPS MAY BE SLIP FLANGE JOINTS WITH SOFT RUBBER OR LEAD GASKETS. Gospel Center Rescue
<br /> LOCATIONS AGAINST THE DRAWINGS AND INFORM HIMSELF OF ALL CONDITIONS UNDER WHICH WORK IS TO BE DONE 5.CAST IRON PIPE JOINTS AND CONNECTIONS: Mission Kitchen
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<br /> BEFORE SUMITTING HIS PROPOSAL. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR EXTRA EXPENSE ON F. ROOF DRAINS, DOWNSPOUTS, AND RAINWATER LEADERS: ALL DOWNSPOUTS WHICH ARE
<br /> ACCOUNT UI ERROR. INCLUDED IN THIS WORK SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH BLACK CAST A) JOINTS SHALL BE MADE WITH STAINLESS STEEL COUPLING NO-HUB TYPE. Remodel
<br /> IRON DRAINAGE FITTINGS, EXCEPT PIPING BELOW GRADE OR SLAB TO 5'-0" OUTSIDE BUILDING B) ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS.
<br /> SHALL BE MANVILLE NON-PRESSURE TRANSITE PIPE, CLASS 1500, OR APACHE SCHEDULE 40 C) ALL SCREWED CONNECTIONS TO BStockton,
<br /> E METAL TO METAL TIGHT. San Joaquin St.
<br /> 1.06 AS BUILT DRAWINGS: DWV ABS PIPE AND FITTINGS (ALL AS SHOWN ON THE DRAWINGS). D) CLEANOUTS TO BE LOCATED NOT LESS THAN 18" FROM BUILDING CONSTRUCTION Stockk ton, CA 95203
<br /> A. SUPPLEMENTING THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL FOR EASE OF RODDING.
<br /> A. ALL PIPE DOWNSPOUTS SHALL BE FURNISHED AND INSTALLED IN THE PLUMBING E) USE GRAPHITE ON ALL CLEANOUT THREADS.
<br /> SUPPLEMENTARY GENERAL CONDITIONS, AS-BUILT DRAWINGS SHALL SHOW INVERT ELEVATIONS OF SANITARY SEWERS, WORK. ALL PIPE DOWNSPOUTS SHALL BE COMPLETE WITH ALL NECESSARY OFFSETS AND
<br /> RAIN WATER LEADERS AND STORM SEWERS OF CRITICAL LOCATIONS, LOCATIONS OF SHUT-OFF VALVES AND FITTINGS AS REQUIRED AND APPROVED. CONNECT TO ROOF DRAINS AS REQUIRED. NO
<br /> STUB-OUTS FOR FUTURE, AND ALL CHANGES MADE DURING THE COURSE OF THE WORK. FURNISH REPRODUCIBLE FITTINGS SHALL BE EXPOSED TO VIEW IN FINISHED AREAS. C. PIPING CUTTING: PIPE CUTTING SHALL BE DONE WITHOUT DAMAGE TO THE PIPE.
<br /> DRAWINGS WHEN WORK 15 COMPLETE. UNLESS OTHERWISE AUTHORIZED BY THE ARCHITECT, CUTTING SHALL BE DONE BY MEANS
<br /> OF AN APPROVED TYPE OF MECHANICAL CUTTER WHEEL CUTTERS SHALL BE USED
<br /> B. THE GRADE OR QUALITY OF MATERIALS DESIRED IS INDICATED BY THE TRADE NAMES OR CATALOG 2.02 PIPE INSULATION: WHERE PRACTICABLE. ON PIPE ro" (SIX INCHES) AND LARGER, AN APPROVED PLUMBING
<br /> NUMBERS STATED HEREIN. GAS-CUTTING-BEVELLING MACHINE MAY BE USED. SPECIFICATIONS
<br /> A. ALL CONDENSATE LINES ON THE INTERIOR OF THE BUILDING AND THE HOT WATER SUPPLY
<br /> C. DIMENSIONS, SIZES, AND CAPACITIES SHOWN ARE A MINIMUM AND SHALL NOT BE CHANGED WITHOUT AND RETURN PIPING ABOVE SLAB OR GROUND EXCEPT EXPOSED RUNOUTS TO FIXTURES AND 3.04CARE AND CLEANING:
<br /> PERMISSION OF THE ARCHITECT. UNIONS AND VALVES SHALL BE COVERED WITH P THICK INSULATION FOR PIPE 1/2" AND
<br /> 3/4" IN DIAMETER AND 1192" THICK FOR LARGER PIPE. THE INSULATION SHALL BE MANVILLE A. ALL BROKEN, DAMAGED, OR OTHERWISE DEFECTIVE PARTS OF THIS WORK SHALL BE
<br /> 1.0-1 MATERIAL LIST AND SUBSTITUTIONS: FLAME SAFEf ONE PIECE CONSTRUCTION PREFORMED FIBERGLASS PIPE INSULATION, OR REPAIRED OR REPLACED BY THIS CONTRACTOR, AT HIS EXPENSE, AND THE ENTIRE WORK
<br /> APPROVED EQUAL, WITH A "K" FACTOR OF 22 MAXIMUM AT -15 DEGREES MEAN TEMPERATURE. LEFT IN A CONDITION SATISFACTORY TO THE ARCHITECT. AT COMPLETION THIS
<br /> A. PRIOR TO COMMENCEMENT OF WORK, AND WITHIN 35 DAYS AFTER SIGNING OF THE CONTRACT BY THE CONTRACTOR SHALL CAREFULLY CLEAN AND ADJUST ALL EQUIPMENT, FIXTURES, AND
<br /> OWNER AND GENERAL CONTRACTOR, THIS CONTRACTOR SHALL SUBMIT IN QUINTUPLE TO THE ARCHITECT FOR TRIM WHICH ARE INSTALLED AS PART OF HIS WORK AND THE SYSTEMS AND EQUIPMENT
<br /> APPROVAL A COMPLETE LIST OF EQUIPMENT AND MATERIALS TO BE FURNISHED, INCLUDING ALL SUBSTITUTIONS. 2,03 VALVES: LEFT IN SATISFACTORY OPERATING CONDITION.
<br /> PARTIAL OR INCOMPLETE LISTS OF MATERIALS WILL NOT BE CONSIDERED. NO SUBSTITUTIONS WILL BE CONSIDERED
<br /> THEREAFTER. ONLY ONE (1) REQUEST FOR SUBSTITUTION WILL BE CONSIDERED ON EACH ITEM OF MATERIAL OR 3.05WATER SYSTEM STERILIZATION: AFTER FLUSHING, ENTIRE WATER SYSTEM FROM
<br /> EQUIPMENT. A. GATES: CRANE 0436, 2" AND UNDER. CRANE 461 2-1/2" AND OVER NEW POINTS OF CONNECTION SHALL BE STERILIZED BEFORE BEING TURNED OVER TO THE
<br /> OWNER FOR USE. SLOWLY FILL SYSTEM WITH WATER AND ADD CHLORINE CHEMICAL
<br /> B. IF THE CONTRACTOR DESIRES TO MAKE A SUBSTITUTION, HE SHALL SUBMIT COMPLETE INFORMATION OR B. SOLDER - JOINTS VALVES IN COPPER LINES. CRANE 1324 OR 436 WITH ADAPTERS. AGENT TO PRODUCE A MINIMUM OF 50 PPM OF CHLORINE IN ENTERING WATER TREATED
<br /> CATALOG DATA TO SHOW THE QUALITY OF THE EQUIPMENT OR MATERIAL OFFERED TO THAT SPECIFIED. NO WATER SHALL BE RETAINED IN PIPE OVERNIGHT. CHLORINE RESIDUAL AT PIPE
<br /> SUBSTITUTION WILL BE ALLOWED UNLESS REQUESTED AND APPROVED IN WRITING. MATERIALS OF EQUAL MERIT AND 2.04 VALVE BOXES: FURNISH AND INSTALL FOR EACH VALVE IN GROUND A BROOKS, EXTREMITIES SHALL BE AT LEAST 5 PPM AT END OF THIS TIME. SHOULD CHLORINE
<br /> APPEARANCE IN THE OPINION OF THE ARCHITECT WILL BE APPROVED FOR USE. ARCHITECT RESERVES THE RIGHT CHRISTY, OR EQUAL TO BROOKS PRODUCTS COMPANY *9 OPEN BOTTOM CONCRETE RESIDUAL BE LESS THAN THIS AMOUNT, PIPE SHALL BE RE-CHLORINATED.
<br /> TO REQUIRE ORIGINALLY SPECIFIED ITEM. VALVE BOX WITH COVER MARKED FOR SERVICE.
<br /> 3.06TEST OF PIPING:
<br /> C. INSTALLATION OF APPROVED SUBSTITUTION IS THE CONTRACTOR'S RESPONSIBILITY. ANY CHANGES 2.05FIXTURES:
<br /> REQUIRED FOR INSTALLATION OF APPROVED SUBSTITUTED EQUIPMENT MUST BE MADE WITHOUT ADDITIONAL COST. A. ALL PIPING SHALL BE TESTED AT COMPLETION OF ROUGHING IN, IN
<br /> A. FIXTURES SHALL BE PER CONSTRUCTION DOCUMENTS OR EQUAL. SUBMIT FIVE (5) ACCORDANCE WITH THE FOLLOWING SCHEDULE AND SHOULD SHOW NO LOSS IN
<br /> D. SUBMIT TO ARCHITECT FOR APPROVAL, WITHIN A REASONABLE TIME AFTER AWARD OF CONTACT AND IN PORTFOLIOS WITH FULL DESCRIPTION AND CUTS OF FIXTURES AND TRIM PRESSURE OR VISIBLE LEAKS AFTER A MINIMUM DURATION OF FOUR HOURS AT THE
<br /> AMPLE TIME TO AVOID DELAY OF CONSTRUCTION, SHOP DRAWINGS OR SUBMITTALS ON ALL ITEMS OF EQUIPMENT AND PROPOSED FOR USE TO ARCHITECT FOR WRITTEN APPROVAL. TEST PRESSURES INDICATED.
<br /> MATERIALS COVERED IN LIST MENTIONED ABOVE. SHOP DRAWINGS SHALL BE SUBMITTED IN FIVE (5) COPIES AND IN
<br /> A COMPLETE PACKAGE. PARTIAL SUBMITTALS WILL NOT BE CONSIDERED. B. FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS TEST SCHEDULE
<br /> 1.08 FEES, PERMITS, AND UTILITY SERVICES: THIS CONTRACTOR SHALL ARRANGE TO OBTAIN AND TO PAY FOR ALL C. PLATE NUMBERS INDICATED ARE AMERICAN STANDARD, COMPLETE AS ILLUSTRATED SYSTEM TESTED TEST PRESSURE PSIG TEST WITH
<br /> PERMITS AND SERVICE CHARGES REQUIRED IN THE INSTALLATION OF HIS WORK, ARRANGE FOR REQUIRED AND DESCRIBED UNLESS OTHERWISE NOTED. PROVIDE STOPS AS HEREIN BEFORE
<br /> INSPECTIONS, AND SECURE APPROVALS FROM AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ARRANGE SPECIFIED FOR ALL CONCEALED SUPPLIES ALL SOIL, WASTE, FILL WITH WATER TO TOP OF WATER PUBLISH HISTORY:
<br /> FOR UTILITY CONNECTIONS AND PAY CHARGES INCURRED, INCLUDING EXCESS SERVICE CHARGES, IF ANY, DRAIN E VENT HIGHEST VENT, ALLOW TO
<br /> PART 3 EXECUTION PIPING WITHIN STAND TWO (2) HOURS OF No. DATE PURPOSE
<br /> 1.09 GUARANTEE: AFTER COMPLETION OF THE INSTALLATION OF EQUIPMENT HEREIN SPECIFIED, THE CONTRACTOR BUILDING. LONGER AS DIRECTED BY
<br /> SHALL GUARANTEE SAME AGAINST DEFECTS OF WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE (1) YEAR IF, 3.01 FRAMING, GUTTING AND PATCHING: SPECIAL FRAMING, RECESSES, CHASES, AND INSPECTOR 12.17.20 PERMIT SUBMITTAL
<br /> � 03.12.21 PLAN CHECK#1
<br /> C_ WITHIN THE SPECIFIED PERIOD FROM THE DATE OF ACCEPTANCE ANY OF THE SYSTEM 15 PROVEN TO BE DEFECTIVE BACKING FOR WORK OF THIS SECTION, UNLESS OTHERWISE SPECIFIED, IS COVERED UNDER ALL HOT AND GOLD 100 LBS. FOR 15 MINUTES WATER
<br /> co IN WORKMANSHIP AND/OR MATERIAL, IT WILL BE ADJUSTED, REPAIRED, OR REPLACED FREE OF CHARGE BY THIS OTHER SECTIONS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PLACEMENT WATER WITHOUT LEAKS.
<br /> CONTRACTOR. OF ALL PIPE SLEEVES, HANGERS, AND SUPPORTS AND LOCATION OF OPENINGS FOR
<br /> WORK OF THIS SECTION. GAS PIPING. 15 LB. FOR 30 MINUTES AIR
<br /> E 1.10 ACCESSIBILITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUFFICIENCY OF SIZE AND THICKNESS OF WITH NO PERCEPTIBLE
<br /> PARTITIONS FOR ADEQUATE INSTALLATION OF HIS WORK. ANY EQUIPMENT REQUIRING ACCESS FOR OPERATION OR 3.02 EXCAVATION AND BACKFILL: DROP IN PRESSURE.
<br /> N SERVICE SHALL BE MADE ACCESSIBLE BY THE USE OF ACCESS DOORS A$ REQUIRED.
<br /> i A. THIS CONTRACTOR SHALL DO ALL EXCAVATING REQUIRED FOR THE INSTALLATION OF B. TESTING EQUIPMENT, MATERIALS AND LABOR SHALL BE FURNISHED BY THIS
<br /> ALL PIPING AND OTHER WORK THAT APPLIES TO THE WORK OF THIS CONTRACTOR CONTRACTOR
<br /> N INDICATED ON THE DRAWINGS.
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<br /> B. EXCAVATIONS SHALL BE OF OPEN VERTICAL CONSTRUCTION OF SUFFICIENT WIDTH TO 3.0-1 CLOSING IN OF UNINSPECTED WORK-
<br /> 06 PROVIDE FREE WORKING SPACE AT BOTH SIDES OF THE TRENCH AND AROUND THE PIPE
<br /> AS REQUIRED FOR JOINING, BACKFILL AND COMPACTING. WHERE INVERT ELEVATIONS ARE A. THIS CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK INSTALLED BY
<br /> NOT SHOWN, TRENCHES SHALL BE DUG TO SUFFICIENT DEPTH TO GIVE A MINIMUM OF SIX HIM TO BE COVERED UP OR ENCLOSED BEFORE IT HAS BEEN INSPECTED, TESTED AND
<br /> INCHES (6") OF FILL ABOVE THE TOP OF PIPING, MEASURED FROM THE UNDERSIDE OF APPROVED.
<br /> THE CONCRETE SLAB.
<br /> B. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED UP BEFORE IT HAS BEEN
<br /> C. METHOD OF COMPACTION SHALL BE AS DIRECTED BY PROJECT INSPECTOR BACKFILL APPROVED, HE SHALL, AT HIS EXPENSE, UNCOVER THE WORK. AFTER IT HAS BEEN
<br /> 00 n SHALL BE COMPACTED 95°96, OR TO THE ORIGINAL DENSITY OF THE SOIL BEFORE TESTED, INSPECTED, AND APPROVED, HE SHALL MAKE ALL REPAIRS NECESSARY TO
<br /> EXCAVATION. RESTORE THE WORK OF OTHER CONTRACTORS TO THE CONDITION IN WHICH IT WAS
<br /> j FOUND AT THE TIME OF CUTTING.
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<br /> U END OF PLUMBING SPECIFICATIONS WMB PROJECT:
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<br /> pFESS, ALEXANDER SCHEFLO
<br /> �R� A.S Fyc, and ASSOCIATES, Inc. P9 .0
<br /> Mechanical Engineers (209) 948-9761
<br /> 2926 Pacific Ave. Stockton, Ca. 95204
<br /> 025 8
<br /> j * Exp. 09-30-22 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN
<br /> IfFCONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE
<br /> CHAN
<br /> O ENGINEER AND THE SAME MAY NOT BE USED, DUPLICATED, OR
<br /> j F OF CA`�F DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
<br /> © Alexander Scheflo & Assoc., Inc
<br /> Copyright WI
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