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FLUM51NG SPECIFICATIONS
<br /> PART 1 GENERAL
<br /> 1.01 GENERAL CONDITIONS: PART 2 PRODUCTS
<br /> A. THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, EQUIPMENT, AND SHALL PERFORM ALL OPERATIONS 3.03 [ I INSTAATION:
<br /> IN CONNECTION WITH THE PLUMBING SYSTEM(S) AS OUTLINED IN THE DRAWINGS AND IN STRICT ACCORDANCE WITH THE A. SANITARY SEWER PIPING INSIDE BUILDING SHALL BE A. G
<br /> CONDITIONS OF THE CONTRACT. ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH CAN REASONABLY BE 1. ENERANO PIPING SHALL BE L:
<br /> PERMANENTLY
<br /> TAKEN OR INFERRED AS BELONGING TO THE WORK AND NECESSARY TO PROVIDE THE SYSTEM DESCRIBED OR COVERED BY CONSTRICTION BEFORE INSPECTION
<br /> SHOWN SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE WORK SHALL BE COMPLETE AND READY FOR SERVICE APACHE SCHEDULE 40 DWV AND APPROVAL.
<br /> AS MOWN AND/OR SPECIFIED, AND BE SATISFACTORY TO THE ARCHITECT. ABS PIPE AND FITTINGS (ALL AS ,ALLOWED BY LOCAL CODE). 2. PROVISIONS SHALL BE MADE FOR THE EXPANSION AND CONTRACTION OF ALLPIPING, USING SWING: JOINTS MADE UP OF FITTINGS ORB S
<br /> END , OR OTl-!ER METHODS OR
<br /> B. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CORRELATIONS AND GENERAL REQUIREMENTS. B. DOMESTIC WATER PIPING: DEVICES AS APPROVED.
<br /> 102 ILIO C_INCLUDED.
<br /> 3.CONNECTION OF PIPING OR EQUIPMENT OF DISSIMILAR MATERIALS SHALL BE MADE `n,n A
<br /> A. ABOVE GROUND: TYPE "L" COPPER TUBING. WROUGHT COPPER OR CAST BRONZE WITH DIELECTRIC COUPLINGS OR WITH FLANGES AND INSULATING GASKETS EPCO, OREQUAL. V V I V I
<br /> A. THE SYSTEMS TO BE INSTALLED CONSIST ESSENTIALLY OF THE FOLLOWING: SWEAT FITTINGS. 4. INSTALL WATER PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY
<br /> 1. SANITARY SEWER PIPING AND WATER PIPING. BENDS TO CONFORM WITH BUILDING REQUIREMENTS, AND PROVIDE SPACE FOR OTHER ARCHITECTS
<br /> 2. PLUMBING FIXTURES, 1) PIPING 3 INCHES AND ABOVE: BRAZED. WORK
<br /> 3. TRENCHING AND BACKFILL. 2) PIPING 2-1/2 INCHES AND SMALLER: SOLDERED (95/5 SOLDER) JOINTS. 5.PIPING SHALL BE CONGEALED IN ALL LOCATIONS UNLESS OTHERWISE NOTED ON THE
<br /> 4. TESTING AND ADJUSTMENT OF THE PLUMBING SYSTEM. 3) APPROVED FILLERS: DRAWINGS.
<br /> 5, OTHER ITEMS AS MAY BE SPECIFIED OR SHOWN ON THE DRAWINGS. 6.INSTALL PIPING PROMPTLY, CAPPING AND PLUGGING OPEN ENDS. 5757 Pacific Avenue
<br /> a) PRESSURE RANGE 81 t0 150 PSI AND TEMPERATURES 151'F TO 200'F: 95/5
<br /> 1.03 WO ANSHI : WHERE OTHER INSTRUCTIONS ARE NOT GIVEN, EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE TIN-.ANTIMONY OR SILVER-BEARING SOLDERS, I.E., ALLSTATE 430, HARRIS B. JOINTING Suite 226
<br /> WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND THE BEST STANDARD PRACTICE FOR THIS TYPE OF WORK STAY BRITE 5 OR 8. I. THREADED JOINTS SHALL HAVE TAPERED EVENLY CUT AND SHALL BE MADE WITH Stockton, CA 95207
<br /> 1.04 UNDERWRITERS' LABORATORIES APPROVED COMPOUNp FOR GAS SERVICE CONSISTING OF
<br /> �CULAtlONS, AND CODES b) USE APPROPRIATE FLUX PER MANUFACTURER'S RECOMMENDATIONS. USE GRAPHITE COMPOUND OR POLYTETRAFLOURETHYLENE TAPE APPLIED TO THE MALE 2004 L Street
<br /> OF CORROSIVE FLUXES 15 PROHIBITED. THREADS ONLY. AFTER CUTTING AND BEFORE THREADING, PIPE SHALL BE REAMED AND Suite 125
<br /> A. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, CODES, AND SHALL HAVE BURRS REMOVED CAULKING OF THREADED JOINTS t0 STOP OR PREVENT Sacramento CA 95
<br /> REGULATIONS OF THE FOLLOWING: 811
<br /> B. BELOW GROUND: TYPE "K" COPPER TUBING WITH BRAZED JOINTS. APROVED LEAKS WILL NOT BE PERMITTED.
<br /> PART I CALIFORNIA ADMINISTRATIVE CODE
<br /> FILLERS: "PHOS 0," "SILFOS 5,11 11AIRCOSIL 15," "BRAZE 450(DE)1' USE 2. WELDED JOINTS: CHANGES IN DIRECTION OF PIPING SHALL BE MADE WITH WELDED PART 2 2019 CALIFORNIA BUILDING CODE APPROPRIATE FLUX PER MANUFACTURER'S RECOMMENDATIONS. FITTINGS OF FORGED-BRANCH-CONNECTION FITTINGS. METERING OR NOTCHING PIPE TO T 209.944.9110
<br /> FORM ELBOWS ANp TEES;, OR OTHER SIMILAR FITTINGS WILL NOT B F 209
<br /> PART 3 2019 CALIFORNIA ELECTRICAL CODE E PERMITTED. .944.5711
<br /> C. PROVIDE "ECOFF" DIELECTRIC UNIONS AT ALL COPPER TO STEEL CONNECTIONS. 3. SOLDER JOINTS IN COPPER TUBING FOR ALL INSTALLATIONS (HEATING,
<br /> RT 4 2019 CALIFORNIA MECHANICAL CODE www,wmbarchitects.Com
<br /> PART 5 2015 CALIFORNIA PLUMBING CODE REFRIGERATING, AND PLUMBINGj) SHALL BE MADE WITH SIL-FOS SILVER BRAZING ALLOY.
<br /> PART (7 2018 CALIFORNIA ENERGY CODE SURFACES t0 BE JOINTED SHALL BE FREE OF OIL, GREASE, RUST AND OXIDES. AFTER
<br /> PART S 2019 CALIFORNIA FIRE 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 /> 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 /> PART 11 20193 CALIFORNIA GREEN BUILDING STANDARDS CODE (Cal Green) MATERIAL. THREAD PASTE SHALL BE INSOLUBLE IN WATER. ALL VALVES SHALL BE RATED OXY-ACETYLENE 'TORCH TO AVOIDOVERHEATING
<br /> FOR NATURAL GAS FUEL. STEEL PIPE BURIED BELOW GRADE SHALL HAVE AN ,APPLIED ITTEDOPL PLUFITTMBING
<br /> LINES VALVES, EE SLAE 95
<br /> HIGH DENSITY POLYETHYLENE WRAP, X-TRU-GOAT, OR EQUAL, APPLIED AND INSTALLED ONLYNWITH PRIOR AEPPROVALL FOR PIPINGD2" AND SMA ER, ON ABOVE SLAB OR GROUND
<br /> B. RULING AND INTERPRETATIONS OF THE ENFORCING AGENCY WILL BE CONSIDERED PART OF THE ALL PER THE MANUFACTURER'S INSTRUCTIONS.
<br /> REGULATIONS,
<br /> D. GAS PIPING SHALL BE GRADED TOWARD THE REGULATOR WHEREVER POSSIBLE. PIPING 4,S..T€LEEC AND CONNECTIONS:
<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 A) SHALL HAVE ENDS REAMED t0 FULL INSIDE DIAMETER AND BEVELED BEFORE
<br /> ABOVE, AND EXPENSE IN COMPLIANCE WITH THE ABOVE SHALL BE BORNE BY THE CONTRACTOR- POINT BROUGHT OUT t0 AN ACCESSIBLE LOCATION. PROVIDE DIRT POCKETS AT BOTTOMS BEING MADE UP INTO FITTINGS.
<br /> OF VERTICAL PIPE RISERS, CONSISTING OF TEE FITTINGS PLUGGED WITH CAPPED NIPPLES- B) ALL CHANGES IN DIRECTION t0 BE MADE WITH PROPER FITTINGS.
<br /> D. WHENEVER THE SPECIFICATIONS AND DRAWINGS REQUIRE HIGHER STANDARDS OR LARCxER SIZES THAN HIGH PRESSURE PIPE SHALL BE WELDED (SEE JOINTING). Gl ALL SCREWED CONNECTIONS TO BE METAL t0 METAL TIGHT.
<br /> THOSE REQUIRED BY THE ORDINANCES AND STATUTES, THE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRIORITY D) JOINTS BETWEEN PIPE ,AND FITTINGS TO BE MADE W[TH THREADS FULLY OVER THE SPECIFIC ORDINANCES AND STATUTES. LL COATED
<br /> E- CONDENSATE LINES SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH GALVANIZED WITH KEY'S THREAD PASTER PASTE IS t0 BE APPLIED t0 MALE THREAD.
<br /> MAL1.05 SITE C N iTl NS: THIS CONTRACTOR SHALL EXAMINE THE SITE, VERIFY DIMENSIONS AND AND CONNCEALLEABLE IRON
<br /> D AREAS SHALL BE COI VERED WITH INSULATION.NLINES BELOW THE ROOF E) UNIONS �� BE
<br /> EHIGN�4C41 ADJACENT TO ALL SCREWED VALVES, CHECK VALVES, OR
<br /> LOCATIONS AGAINST THE DRAWINGS AND INFORM HIMSELF OF ALL CONDITIONS UNDER WHICH WORK IS TO 15 DONECONNECTIONS. UNIONS ON WATER PIPES ON FIXTURES
<br /> BEFORE SUBMITTING HIS PROPOSAL. NO ALLOWANCE WILL BE MADE IN H18 BEHALF FOR EXTRA EXPENSE oN F. ROOF DRAINS, DOWNSPOUTS, AND RAINWATER LEADERS: ALL DOWNSPOUTS WHICH ARE S.CASTDEON TRAPS
<br /> MAYINTS AND SLIP
<br /> IIONNANGE JOINTS WITH SOFT RIBBER OR LEAD GASKETS. Michael's Pizza
<br /> ACCOUNT OF ERROR. INCLUDED IN THIS WORK SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH BLACK CAST A) JOINTS SHA CTIDNS:
<br /> LL BE MADE WITH STAINLESS STEEL COUPLING NO-HUB TYPE. Remodel
<br /> 1.06 ,AS BUILT DRAWINGS- IRON DRAINAGE FITTINGS, EXCEPT PIPING BELOW GRADE OR SLAB t0 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
<br /> DWV ABS PIPE AND FITTINGS (ALL AS SHOWN ON THE DRAWNNGS). C) ALL SCREWED CONNECTIONS TO BE METAL t0 METAL TIGHT. 2300 WAlpine Ave
<br /> A. SUPPLEMENTING THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL D)CLEANOUTS TO BE LOCATED NOT LESS THAN IS" FROM BU[LDING CONSTRUCTION Stockton,
<br /> SUPPLEMENTARY GENERAL CONDITIONS, AS-BUILT DRAWINGS SHALL SHOW INVERT ELEVATIONS OF SANITARY SEWERS, FOR EASE OF RODDING. n, CA 95204
<br /> RAIN WATER LEADERS AND STORM SEWERS OF CRITICAL LOCATIONS, LOCATIONS OF SHUT-OFF VALVES AND A. ALL PIPE DOWNSPOUTS SHALL BE FURNISHED AND INSTALLED IN THE PLUMBING
<br /> STUB-OUTS FOR FUTURE, AND ALL CHANGES MADE DURING THE COURSE OF THE WORK FURNISH REPRODUCIBLE WORK. ALL PIPE DOWNSPOUTS SHALL BE COMPLETE WITH ALL NECESSARY OFFSETS AND E) USE GRAPHITE ON ALL CLEANOUT THREADS.
<br /> FITTINGS AS REQUIRED AND APPROVED. CONNECT t0 ROOF DRAINS AS REQUIRED. NO
<br /> DRAWINGS WHEN WORK IS COMPLETE. FITTINGS SHALL BE EXPOSED t0 VIEW IN FINISHED AREAS. G. PIPUG CUTTING. PIPE CUTTING SHALL BE DONE WITHOUT DAMAGE TO THE PIPE.
<br /> B. UNLESS OTHERWISE AUTHORIZED BY THE ARCHITECT, CUTTING SHALL BE DONE BY MEANS PLUMBING
<br /> THE GRADE OR QUALITY OF MATERIALS DESIRED IS INDICATED BY THE TRADE NAMES OR CATALOG 2.02 I INSULATION: OF AN APPROVED TYPE OF MECHANICAL GUTTER. WHEEL GUTTERS SHALL BE USED
<br /> NUMBERS STATED HEREIN- SPECIFICATIONS
<br /> WHERE PRACTICABLE. ON PIPE 6 (SIX INCHES) AND LARGER, AN APPROVED
<br /> C. DIMENSIONS, SIZES, AND CAPACITIES SHOWN ARE A MINIMUM AND SHALL NOT BE CHANGED WITHOUT A. ALL CONDENSATE LINES ON THE INTERIOR OF THE BUILDING AND THE HOT WATER SUPPLY GAS-CUTTING-BEVELLING MACHINE MAY BE USED.
<br /> PERMISSION OF THE ARCHITECT. ,AND RETURN PIPING ABOVE SLAB OR GROUND EXCEPT EXPOSED RUNOUTS TO FIXTURES AND 3.04CARE AND CLEANING-
<br /> UNIONS AND VALVES SHALL BE COVERED WITH 111 THICK INSULATION FOR PIPE 1/21' AND
<br /> 1.01 MATERIAL LIST AND SUBSTITUTIONS:_ 3/4" IN DIAMETER AND 11i2" THICK FOR LARGER PIPE. THE INSULATION SHALL BE MANVILLE
<br /> FLAME SAFEt ONE PIECE CONSTRUCTION PREFORMED FIBERGLASS PIPE INSULATION, OR A. ALL BROKEN, DAMAGED, OR OTHERWISE DEFECTIVE PARTS OF THIS WORK SHALL BE
<br /> A. PRIOR TO COMMENCEMENT OF WORK, ,AND WITHIN 35 DAYS AFTER SIGNING OF THE CONtRACfi BY THE APPROVED EQUAL, WITH A "K" FACTOR OF .22 MAXIMUM At �5 DEGREES MEAN TEMPERATURE. REPAIRED OR REPLACED BY THIS CONTRACTOR, AT HIS EXPENSE; AND THE ENTIRE WORK
<br /> OWNER AND GENERAL CONTRACTOR, THIS CONTRACTOR SHALL SUBMIT IN QUINTUPLE t0 THE ARCHITECT FOR LEFT IN A CONDITION SATISFACTORY TO THE ARCHITECT. AT COMPLETION THIS
<br /> APPROVAL A COMPLETE LIST OF EQUIPMENT AND MATERIALS TO BE FURNISHED, INCLUDING ALL SUBSTITUTIONS. CONTRACTOR SHALL CAREFULLY CLEAN AND ADJUST ALL EQUIPMENT, FIXTURES, AND
<br /> PARTIAL OR INCOMPLETE LISTS OF MATERIALS WILL NOT BE CONSIDERED. NO SUBSTITUTIONS WILL BE CONSIDERED —ALVES: TRIM WHICH ARE INSTALLED AS PART OF HIS WORK AND THE SYSTEMS ANp EQUIPMENT
<br /> THEREAFTER ONLY ONE (1) REQUEST FOR SUBSTITUTION WILL BE CONSIDERED ON EACH ITEM OF MATERIAL OR 2�3 V LEFT IN SATISFACTORY OPERATING CONDITION.
<br /> EQUIPMENT.
<br /> A. GATES: CRANE *438, 2" AND UNDER CRANE 461 2-1/2" AND OVER 3D5WATER SYSTEM S I TI : AFTER FLUSHING, ENTIRE WATER SYSTEM FROM
<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 438 WITH ADAPTERS. NEW POINTS OF CONNECTION SHALL BE STERILIZED BEFORE BEING TURNED OVER TO THE
<br /> CATALOG DATA SHOW THE QUALITY T THE EEA S LENT OR MATERIAL OFFERED t0 THAT SPECIFIED. NO OWNER FOR USE. SLOWLY FILL SYSTEM WITH WATER AND ADD CHLORINE CHEMICAL
<br /> SUBSTITUTION WILL BE ALLOWED UNLESS REQUESTED AND APPROVED IN WRITING. MATERIALS OF EQUAL MERIT AND 2.04 A 1 X S: FURNISH AND INSTALL FOR EACH VALVE IN GROUND A BROOKS AGENT TO PRODUCE A MINIMUM OF 50 PPM OF CHLORINE IN ENTERING WATER TREATED
<br /> APPEARANCE IN THE OPINION OF THE ARCHITECT WILL BE APPROVED FOR USE. ARCHITECT RESERVES THE RIGHT GHRISTY, OR EQUAL TO BROOKS PRODUCTS COMPANY *9 OPEN BOTTOM BROOKS,
<br /> WATER SHALL BE RETAINED IN PIPE OVERNIGHT. CHLORINE RESIDUAL AT PIPE
<br /> TO REQUIRE ORIGINALLY SPECIFIED ITEM. CONCRETE EXTREMITIES SHALL BE AT LEAST 5 PPM AT END OF THIS TIME. SHOULD CHLORINE
<br /> VALVE BOX WITH COVER MARKED FOR SERVICE. RESIDUAL BE LESS THAN THIS AMOUNT, PIPE SHALL BE RE-CHLORINATED.
<br /> C. INSTALLATION OF APPROVED SUBSTITUTION IS THE CONTRACTOR'S RESPONSIBILITY. ANY CHANGES 2.05 IX_RES: 3�6 St OF PIPI1NCx:
<br /> REQUIRED FOR INSTALLATION OF APPROVED SUBSTITUTED EQUIPMENT MUST BE MADE WITHOUT ADDITIONAL COST.
<br /> D. SUBMIT t0 ARCHITECT FOR APPROVAL, WITHIN A REASONABLE TIME AFTER AWARD OF CONTACT AND IN A. FIXTURES SHALL BE PER CONSTRUCTION DOCUMENTS OR EQUAL. SUBMIT FIVE (5) A. ALL PIPING SHALL BE TESTED AT COMPLETION OF ROUGHING IN, IN
<br /> AMPLE TIME TO AVOID DELAY OF CONSTRUCTION, SHOP DRAWINGS OR SUBMITTALS ON ALL ITEMS OF EQUIPMENT AND PORTFOLIOS WITH FULL DESCRIPTION AND CUTS OF FIXTURES AND TRIM ACCORDANCE WITH THE FOLLOWING SCHEDULE AND SHOULD SHOW NO LOSS IN
<br /> MATERIALS COVERED IN LIST MENTIONED ABOVE. SHOP DRAWINGS SHALL BE SUBMITTED IN FIVE (5) COPIES AND [N PROPOSED FOR USE t0 ARCHITECT FOR WRITTEN APPROVAL. PRESSURE U vISNDI LEAKS AFTER A MINIMUM DURATION OF FOUR HOURS AT THE
<br /> A COMPLETE PACKAGE. PARTIAL SUBMITTALS WILL NOT BE CONSIDERED. TEST PRESSURES INDICATED.
<br /> 1.08 FEES.-PERMITS. TILITY SERVICES. THIS CONTRACTOR SHALL ARRANGE TO OBTAIN AND t0 PAY FOR ALL B. FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS TESL SCHEDULE
<br /> PERMITS AND SERVICE CHARGES REQUIRED IN THE INSTALLATION OF HIS WORK, ARRANGE FOR REQUIRED C. PLATE NUMBERS INDICATED ARE AMERICAN STANDARD, COMPLETE AS ILLUSTRATED SYSTEM TESTED TEST PRESSURE PSIG
<br /> INSPECTIONS, AND SECURE APPROVALS FROM AUTHORITIES HAYING JURISDICTION. CONTRACTOR SHALL ,ARRANGE AND DESCRIBED UNLESS OTHERWISE NOTED. PROVIDE STOPS AS HEREIN BEFORE LEST WITH
<br /> FOR UTILITY CONNECTIONS AND PAY CHAR;xES INCURRED, INCLUDING EXCESS SERVICE CHARGES, IF ANY. SPECIFIED FOR ALL CONCEALED SUPPLIES ALL SOIL, WASTE, FILL WITH WATER TO TOP OF WATER
<br /> PART 3 EXECUTION DRAIN t VENT HIGHEST VENT, ALLOW TD PUBLISH HISTORY:
<br /> .09GUARANTEE: AFTER COMPLETION OF THE INSTALLATION OF EQUIPMENT HEREIN SPECIFIED, THE CONTRACTOR PIPING WITHIN STAND TWO (2) HOURS OF
<br /> SHALL GUARANTEE SAME AGAINST DEFECTS OF WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE (1) YEAR IF, BUILDING. LONGER AS DIRECTED BY N4. DATE REVISION
<br /> WITHIN THE SPECIFIED PERIOD FROM THE DATE OF ACCEPTANCE ANY OF THE SYSTEM iS PROVEN TO BE DEFECTIVE 301 i UTI GNI : SPECIAL FRAMING, RECESSES, CHASES, AND INSPECTOR. 0s
<br /> C11)41 IN WORKMANSHIP AND/OR MATERIAL, IT WILL BE ADJUSTED, REPAIRED, OR REPLACED FREE OF CHARGE BY THIS BACKING FOR WORK OF THIS SECTION, UNLESS OTHERWISE SPECIFIED, iS COVERED UNDER .21.20 PERMIT APPLICATION
<br /> CONtR4CtOR
<br /> OTHER SECTIONS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PLACEMENT ALL HOT AND COLD 100 LBS. FOR 15 MINUTES WATER
<br /> C)
<br /> OF ALL PIPE SLEEVES, HANGERS, AND SUPPORTS AND LOCATION OF OPENINGS FOR WATER. WITHOUT LEAKS.
<br /> 1.10 AGC SSI ! ITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUFFICIENCY OF SIZE AND THICKNESS OF WORK OF THIS SECTION.
<br /> N GAS PIPING. rt5 LB. FOR 30 MINUTES
<br /> PARTITIONS FOR ADEQUATE INSTALLATION OF HIS WORK ANY EQUIPMENT REQUIRING ACCESS FOR OPERATION OR AIR
<br /> SERVICE SHALL BE MADE ACCESSIBLE BY THE USE OF ACCESS DOORS AS REQUIRED. 302 XC Y LION AND, BACKFILL• WITH NO PERCEPTIBLE
<br /> DROP. IN PRESSURE.
<br /> o A. THIS CONTRACTOR SHALL DO ALL EXCAVATING REQUIRED FOR THE INSTALLATION OF
<br /> 0 ALL PIPING AND OTHER WORK THAT APPLIES t0 THE WORK OF THIS CONTRACTOR B. TESTING EQUIPMENT, MATERIALS AND LABOR SHALL BE FURNISHED BY THIS
<br /> N INDICATED ON THE DRAWINGS, CONTRACTOR
<br /> N B. EXCAVATIONS SHALL BE OF OPEN VERTICAL CONSTRUCTION OF SUFFICIENT WIDTH TO 3.0-1 CLOSING OF LININS PE IN CT
<br /> „ ED WORK:
<br /> � 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 /> 0
<br /> n B. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED UP BEFORE IT HAS BEEN
<br /> C. METHOD OF COMPACTION SHALL BE S DIRECTED BY PROJECT INSPECTOR, BACKFILL APPROVED, HE SHALL, AT HIS EXPENSE, UNCOVER THE WORK AFTER IT HAS BEEN
<br /> co SHALL BE COMPACTED 95%, OR TO THE ORIGINAL DENSITY OF THE SOIL BEFORE TESTED, INSPECTED, AND APPROVED, HE SI-RALE MAKE ALL REPAIRS NECESSARY-
<br /> RESTORE THE WORK OF OTHER CONTRACTORS t0 THE CONDITION IN WHICHITWAt0
<br /> EXCAVATION.
<br /> U
<br /> FOUND AT THE TIME OF CUTTING.
<br /> z
<br /> END OF PLUMBING SPECIFICATIONS WMB PROJECT:
<br /> 20-030
<br /> 0
<br /> 0 ESS/
<br /> ALEXANDER SCHEFLO
<br /> A. �, and ASSOCIATES, Inc.
<br /> P9.0
<br /> 0 — � �'
<br /> Mechanical Engineers (209) 948-9761
<br /> *
<br /> O 2926 Pacific Ave. Stockton, Ca. 95204
<br /> M 025588
<br /> r2 %P Exp. 09-30-20 'T ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN
<br /> CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE
<br /> >F KHAN ��� ENGINEER AND THE SAME MAY NOT BE USED, DUPLICATED, OR
<br /> t Ofi OAL1 DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
<br /> Alexander Scheflo & Assoc., Inc
<br /> Copyright WMB
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