|
CWCWCWCWCWCWCWCWCWCWCWCWHWHWHWHWHWHWHWHWHWHWFWFWFWFWCWCWHWHWCWCWHWHWFWFWFWFWFWFWFWFWFWFWFWFW4"SS4"SS4"SS4"SS4"SS4"SS4"SS4"SS4"SS4"SS4"SSFWFWFWFWFWFWLAV-1 LAV. KOHLER SINGLE DRAIN, (2) 1.5 GPM SINGLE LEVER MOUNTED FACETSNOTE #2WC-1 TOILET KOHLER HIGHLINE K-13517 F.V. 1.28 GPF NOTE #1 K-4405 K-4731-C OPEN FRONT SEAT WC-2 TOILET KOHLER HIGHLINE K-13517 F.V. 1.28 GPF NOTE #1 K-4405 K-4731-C OPEN FRONT SEAT ADA UR-1 URINAL K-13517 F.V. 1.28 GPF NOTE #3ADA APPROVEDSINK -1 SINK SINK, S.S. SINK -2 SINK 3-COMPARTMENT SINK, S.S., W/ OVERHEAD PRE RINSE SPRAYER JS-48-TA1 FAUCET, 2.2 GPM FLOW RESTRICTING AERATORSINK-3 SINK W/ FILTERED WATER SUPPLYDW-1 DISH WASHERHW-1 EXISTINGFLR SINK CAST IRON PORCELAIN 12"FOR ICE MAKER CONDENSATION ONLYFD BRASS ADJUSTABLEPLUMBING FIXTURE SCHEDULESYMBOL FIXTURE MANUFACT. MODEL DESCRIPTIONTYP W.C.3" DIA SW2" DIA VENT1/2" DIA C.W.2" DIA SW2" CLEANOUT WITH FLUSH S.S. ACCESS COVER1-1/2" VENT1" CW3/4" HW2" DIA SW2" CLEANOUT WITH FLUSHCHROME ACCESS COVER1-1/2" VENT1/2" H&C WATERTYP. UR-12" DIA SW1 1/2" DIA VENT1" DIA C.W.1" HW1 1/4 CW1 1/4 HW3" VENT2" WP-TRAP2" VENT2" WP-TRAP2" VENTNOTE #1: WATER CLOSETS WILL BE MAXIMUM 1.28 GALLONS/FLUSH 2016 CGBSC, SECTIONS 5.303.3.1, 5.303.3.4.1 NOTE #2: LAVATORY FAUCETS TO BE 0.5 GPM @ 60 PSI. 2016 CGBSC, SECTIONS 5.303.3.1, 5.303.3.4.1 NOTE #3: WALL MOUNTED URINAL TO BE MAXIMUM 0.125 GALLONS/FLUSH AND FLOOR MOUNTED URINALS TO BE MAX 0.5 GALLONS/FLUSH. 2016 CGBSC SECTIONS 5.303.3.3.2.1, 5.303.3.3.2.2NOTE #4: KITCHEN FAUCETS TO BE 1.8 GPM @ 60 PSI; TEMPORARY INCREASE TO 2.2 GPM ALLOWED, BUT SHALL DEFAULT TO 1.8 GPM. 2016 CGBSC, SECTIONS 5.303.3.4.2NOT IN SCOPEBASEMENT NOT IN SCOPEEXISTING 50 GAL HOT WATER HEATER (LOCATED IN BASEMENT) TO REMAINSINK-2DWICE MACHINCEFL SINKSINK-1LAV-1LAV-1WC-1WC-2UR-1WC-2WATER FILTERSINK-3FILTERED WATER SUPPLY LINE(E) WASTE TO ALLEY(E) WASTE TO ALLEYNChecked By:Drawn By:Project No.:NJ ASSOCIATES22769 N BENDER ROADACAMPO CA 95220209.727.2040www.njaarchitecture.comCLIENTPROJECTARCHITECT10-31-2019REVISIONSARCHITECTS STAMPPhoenix Tea and Wine Inc5546 Vintage CirStockton, CA4/25/2018 10:49:33 AMPLUMBING PLANP1.0EMJV18012PERMIT4/25/18PHOENIX TEA AND WINE INC.TENANT IMPROVEMENTSSAM SHI40 DOWNTOWN MALLLODI CA19. CHANGES IN FIXTURE MANUFACTURE MAY BE PERMITTED PROVIDING QUALITY IS THE SAME OR GREATER. ALL CHANGES SHALL BE APPROVED BY THE GENERAL CONTRACTOR AND OWNER PRIOR TO INSTALLATION.20. PLUMBING CONTRACTOR SHALL SEAL FIXTURES TO WALLS AND FLOORS AS REQUIRED.21. PLUMBING CONTRACTOR SHALL WRAP P-TRAP (WASTE LINE) UNDER ALL LAVATORIES22. ALL CLEAN OUTS SHALL HAVE A FINISH ACCESS CAP IN WALLS AND FLOORS.23. HOSE BIBS SHALL HAVE A BRASS BACKFLOW PREVENTOR CAP24. SUPPLY AND WASTE LINES ARE TO BE THE FOLLOWING:• ALL ABOVE GROUND GAS SUPPLY LINES BE SCHEDULE 40 STEEL• ALL EXTERIOR WATER LINES SHALL BE SCHEDULE 40 P.V.C• ALL INTERIOR WATER LINES SHALL BE COPPER• ALL WASTE LINES UNDER SLAB SHALL BE SCHEDULE 40 ABS PIPE• WASTE VENTS TO ROOF SHALL HAVE A GALVANIZED SHEET METAL ROOF SAFE, A.B.S ABOVE ROOF SHALL BE PAINTED.25. METERS SHALL BE COMMERCIAL TUPE W/ TEST BLOCK W/ BY-PASS26. NON-RESIDENTIAL MAXIMUM FLOW RATE AT 20%REDUCTION PER TITLE 24 PART 11, TABLE 5.303.2.3SHOWERHEADS 2.0 GPM @ 80PSILAVATORY FAUCETS 0.4 GPM @60PSIKITCHEN FAUCETS 1.8 GMP@ 60 PSIMETERED FAUCETS 0.2 G/CYCLEWATER CLOSETS 1.28 G/FLUSHURINALS 0.5 G/FLUSH28. ALL WATER CLOSET SEATS SHALL BE OF THE OPEN FRONT TYPE. CPC 408.2.229. AT ALL PUBLIC LAVATORIES PROVIDE TEMPERATURE CONTROLS LIMITING OUTPUT TO 110 DEGREES FAHRENHEIT. THE DEVISE SHALL CONFORM TO ASSE 1070 OR CSA B125.3.1.GENERAL:THE REQUIREMENTS OF THE GENERAL AND SPECIAL CONDITIONS OF THESE SPECIFICATIONS APPLY TO ALL WORK THE CONTRACTOR SHALL CONSULT THEM IN DETAIL AND ASSUME ALL OBLIGATIONS OR CONDITIONS THEREIN WHICH AFFECT THIS WORK.2.SCOPE OF WORK:a.THIS CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, EQUIPMENT, TOOLS, AND SERVICES TO COMPLETE THE PLUMBING WORK AS SHOWN ON THE DRAWINGS AND AS HEREINAFTER DESCRIBED, READY FOR SERVICE TO THE ENTIRE SATIATION OF THE ARCHITECT.b.WORK INCLUDED: THE SYSTEM TO BE INSTALLED CONSIST ESSENTIALLY OF THE FOLLOWINGi.PLUMBING FIXTURESii.SANITARY SEWER PIPING AND WATER PIPINGiii.TRENCHING AND BACKFILLiv.TESTING AND ADJUSTMENT OF THE PLUMBING SYSTEMv.OTHER ITEMS AS MAY BE SPECIFIED OR SHOWN ON THE DRAWING3.WORKMANSHIP:WHERE OTHER INSTRUCTIONS ARE NOT GIVEN, EQUIPMENT SHALL BE THE BEST STANDARD PRACTICE FOR THIS TYPE OF WORK.4.DRAWINGSa.THE DRAWINGS FORM A PART OF THE SPECIFICATIONS AND CONTRACT. AND ANY WORK OR MATERIAL SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, SHALL BE EXECUTED THE SAME AS IF SPECIFICALLY MENTIONED IN BOTH. THE WORK SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS HOWEVER,IN CERTAIN INSTANCES, ARRANGEMENTS ARE SCHEMATIC, INDICATING ONLY GENERAL ARRANGEMENTS. SHOULD IT BE NECESSARY TO DEVIATE FROM THE ARRANGEMENT SHOWN IN ORDER TO MEET STRUCTURAL CONDITIONS, SUCH AS ADDITIONS SHALL BE MADE WITHOUT EXPENSE TO OWNER.b.WHENEVER THERE APPEARS TO BE A DISCREPANCY BETWEEN DRAWING AND/OR SPECIATION’S, THE CONTRACTOR SHALL BASE HIS BID ON THE MOST EXPENSIVE ALTERNATE, AND AFTER AWARD OF CONTRACT, SHALL CONSULT THE PROFESSIONAL INCHARGE FOR FURTHER INSTRUCTIONS.5.RULES, REGULATIONS, AND CODES:a.ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, CODES, AND REGULATIONS OF THE FOLLOWING:i.NATIONAL FIRE PROTECTION ASSOCIATIONii.2016 IECCiii.RULES OF LOCAL UTILITYiv.UNIFORM BUILDING CODEv.UNIFORM PLUMBING CODEvi.UNIFORM ELECTRIC CODEb.RULING AND INTERPRETATIONS OF THE ENFORCING AGENCY WILL BE CONSIDERED PART OF THE REGULATIONSc.NOTHING IN THESE SPECIFICATIONS IS TO BE CONSIDERED TO PERMIT WORK NOT CONFORMING TO THE ABOVE, AND EXPENSE IN COMPLIANCE WITH ALL THE ABOVE SHALL BE BORNE BY THE CONTRACTORd.WHENEVER THE SPECIFICATIONS AND DRAWINGS REQUIRE HIGHER STANDARDS OR LARGER SIZES THAN THOSE REQUIRED BY THE ORDINANCES AND STATUES, THE SPECIATION’S AND DRAWINGS SHALL TAKE PRIORITY OVER THE SPECIFIC ORDINANCES AND STATUTES.6.SITE EXAMINATIONS AND CONDITIONS: THIS CONTRACTOR SHALL EXAMINE THE SITE, VERIFY DIMENSIONS AND LOCATIONS AGAINST THE DRAWINGS AND INFORM HIMSELF OF ALL CONDITIONS UNDER WHICH WORK IS TO BE DONE BEFORE SUBMITTING HIS PROPOSAL. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR EXTRA EXPENSE ON ACCOUNT OF ERROR7.MATERIAL LIST AND SUBSTITUTIONS:a.PRIOR TO COMMANDMENT OF WORK AND WITHIN 35 DAYS AFTER SIGNING OF THE CONTRACT BY THE OWNER AND GENERAL CONTRACTOR, THIS CONTRACTOR SHALL SUBMIT IN QUINTUPLE TO THE ARCHITECT FOR APPROVAL A COMPLETE LIST OF EQUIPMENT AND MATERIALS TO BE FURNISHED, INCLUDING ALL SUBSTITUTIONS. PARTIAL OR INCOMPLETE LIST WILL NOT BE CONSIDERED. NO SUBSTITUTIONS WILL BE CONSIDERED THEREAFTER ONLY ONE (1) REQUEST WILL BE CONSIDERED ON EACH ITEM OF MATERIAL OR EQUIPMENT. b.INSTALLATION OF APPROVED SUBSTITUTION IS THE CONTRACTOR’S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF APPROVED SUBSTITUTED EQUIPMENT MUST BE MADE WITHOUT ADDITIONAL COST.c.SUBMIT TO THE PROFESSIONAL INCHARGE FOR APPROVAL, WITHIN A REASONABLE TIME AFTER AWARD OF CONTRACT AND IN AMPLE TIME TO AVOID DELAY OF CONSTRUCTION.c.NATURAL GAS FUEL OIL PIPING SHALL BE SEAMLESS OR LAP WELDED BLACK STEEL, 125 PSIG WORKING PRESSURE. FITTINGS SHALL BE 125 PSIG TO SUIT PIPING MATERIAL. THREAD PASTE SHALL BE INSOLUBLE IN WATER. ALL VALVES SHALL BE RATED FOR NATURAL GAS FUEL. STEEL PIPE BURIED BELOW GRADE SHALL HAVE AN APPLIED HIGH DENSITY POLYETLENE WRAP, X-TRU-COAT, OR EQUAL, APPLIED AND INSTALLED ALL PER THE MANUFACTURER’S INSTRUCTIONS.d.GAS PIPING SHALL BE GRADED TOWARDS THE REGULATOR WHEREVER POSSIBLE. PIPING TRAPPED BY CHANGE OF GRADE SHALL BE SUPPLIED WITH A DRIP LINE AT THE LOW POINT BROUGHT OUT TO AN ACCESSIBLE LOCATION. PROVIDE DIRT POCKETS AT BOTTOMS OF VERTICAL PIPE RISERS, CONSISTING OF TEE FITTINGS PLUGGED WITH CAPPED NIPPLES. HIGH PRESSURE PIPE SHALL BE WELDED (SEE JOINTING)e.CONDENSATE LINE SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPES WITH GALVANIZED MALLEABLE IRON FITTINGS OT TYPE “M” COPPER. CONDENSATE LINES BELOW THE ROOF AND CONCEALED AREAS SHALL BE COVERED WITH INSULATION.2.PIPE INSTALLATION:a.GATES: CRANE #438,2” AND UNDER. CRANE 461 2-1/2” AND OVERb.SOLDER – JOINTS VALVES IN COPPER LINES. CRANE 1324 OR 438 WITH ADAPTERS3.VALVE BOXES:FURNISH AND INSTALL FOR EACH VALVE IN GROUND A BROOKS, CHRISTY, OR EQUAL TO BROOKS PRODUCTS COMPANY #9 OPEN BOTTOM CONCRETE VALVE BOX WITH COVER MARKED FOR SERVICE.4.FIXTURES:a.FIXTURES SHALL BE AMERICAN STANDARD, CRANE, OR EQUAL. SUBMIT FIVE (5) PORTFOLIOS WITH FULL DESCRIPTION AND CUTS OF FIXTURES AND TRIM PROPOSED FOR USE TO ARCHITECT FOR WRITTEN APPROVAL. b.FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS. c.PLATE NUMBERS INDICATED ARE AMERICAN STANDARD, COMPLETE AS ILLUSTRATED AND DESCRIBED UNLESS OTHERWISE NOTED. PROVIDE STOPS AS HEREIN BEFORE SPECIFIED FOE ALL CONCEALED SUPPLIES.PART 3 EXECUTIONS1.GENERAL:a.NO PIPING SHALL BE PERMANENTLY COVERED BY CONSTRUCTION BEFORE INSPECTION AND APPROVALb.PROVISIONS SHALL BE MADE FOR THE EXPANSION AND CONSTRUCTION OF ALL PIPING, USING SWING JOINTS MADE UP OF FITTINGS, OR BENDS, OR OTHER METHODS OR DEVICES AS APPROVED. CONNECTION OF PIPING OR EQUIPMENT OF DISSIMILAR MATERIALS SHALL BE MADE WITH DIELECTRIC COUPLINGS OR WITH FLANGES AND INSULATING GASKETS EPCO, OR EQUALc.INSTALL WATER PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS T CONFORM WITH BUILDING REQUIREMENTS, AND PROVIDE SPACE FOR OTHER WORK.2.JOINTING:a.THREADED JOINTS SHALL HAVE TAPERED EVENLY CUT AND SHALL BE MADE WITH UNDERWRITERS’ LABORATORIES APPROVED COMPOUND FOR GAS SERVICE CONSISTING OF GRAPHITE COMPOUND OR POLYTETRAFLOURETHYLENE TAPE APPLIES TO THE MALE THREADS ONLY. AFTER CUTTING AND BEFORE THREADING, PIPE SHALL BE REAMED AND SHALL HAVE BURRS REMOVED CAULKING OF THREADS JOINTS TO STOP OR PREVENT LEAKS WILL BE PERMITTED.b. WELDED JOINTS: CHANGES IN DIRECTION OF PIPING SHALL BE MADE WITH WELDED FITTINGS OF FORGED-BRANCH-CONNECTION FITTINGS. METERING OR NOTCHING PIPE TO FORM ELBOWS AND TEES, OR OTHER SIMILAR FITTINGS, WILL NOT BE PERMITTED. c.SOLDER JOINTS IN COPPER TUBING FOR ALL INSTALLATIONS (HEATING, REFRIGERATING, AND PLUMBING) SHALL BE MADE WITH SIL-FOS SILVER BRAZING ALLOY. SURFACES TO BE JOINED SHALL BE FREE OF OIL, GREASE, RUST AND OXIDES. AFTER CLEANING AND BEFORE ASSEMBLY OR THREADING, SUPPLY HANDY-FLUX TO EACH JOINT SURFACE AND SPREAD EVENLY. HEAT SHALL BE APPLIED CAREFULLY WITH AN OXY-ACETYLENE TORCH TO AVOID OVERHEATING FITTINGS, VALVES, ETCTINE 95 5% ANTIMONY SOLDER MAY BE PERMITTED ON PLUMBING LINES ABOVE SLAB OR GROUND ONLY WITH PRIOR APPROVAL FR PIPING 2” AND SMALLER, ONLYd.STEEL PIPE AND CONNECTIONSi.SHALL HAVE ENDS REAMED TO FULL INSIDE DIAMETER AND BEVELED BEFORE BEING MADE UP INTO FITTINGSii.ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS.iii.ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT.iv.JOINTS BETWEEN PIPE AND FITTINGS TO BE MADE WITH THREADS FULLY COATED WITH KEY’S THREAD PASTER. PASTE IS TO BE APPLIED TO MALE THREAD.v.UNIONS TO BE PLACED ADJACENT TO ALL SCREWED VALVES, CHECK VALVES, OR EQUIPMENT WHICH HAS NO UNION CONNECTIONS. UNIONS ON WATER PIPES ON FIXTURES SIDE OF TRAPS MAY BE SLIP FLANGE JOINTS WITH SOFT RUBBER OF LEAD GASKETS.e.CAST IRON PIPE JOINTS AND CONNECTIONS:i.JOINTS SHALL BE MADE WITH STAINLESS STEEL COUPLING NO- HUB TYPE.ii.ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGSiii.ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHTiv.CLEANOUTS TO BE LOCATED NOT LESS THAN 18” FROM BUILDING CONSTRUCTION FOR EASE OF RODINGv.USE GRAPHITE ON ALL CLEANOUT THREADS.3.PIPING CUTTING:PIE CUTTING SHALL BE DONE WITHOUT DAMAGE TO THE PIPE. UNLESS OTHERWISE AUTHORIZED BY THE PROFESSIONAL INCHARGE, CUTTING SHALL BE DONE BY MEANS OF AN APPROVED TYPE OF MECHANICAL CUTTER WHEEL. CUTTERS SHALL BE USED WHERE PRACTICABLE. ON PIPE 6” AND LARGER, AN APPROVED GAS-CUTTING-BEVELING MACHINE MAY BE USED.4.CARE AND CLEANING:a.ALL BROKEN, DAMAGED, OR OTHERWISE DEFECTIVE PARTS OF THIS WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT HIS EXPENSE AND THE ENTIRE WORK LEFT IN A CONDITION SATISFACTORY TO THE PROFESSIONAL INCHARGE. AT COMPLETION THIS CONTRACTOR SHALL CAREFULLY CLEAN AND ADJUST ALL EQUIPMENT, FIXTURE, AND TRIM WHICH ARE INSTALLED AS PART OF HIS WORK AND THE SYSTEMS AND EQUIPMENT LEFT IN SATISFACTORY OPERATION CONDITION. 5.WATER SYSTEM STERILIZATION:AFTER FLUSHING, ENTIRE WATER SYSTEM FROM NEW POINTS OF CONNECTION SHALL BE STERILIZED BEFORE BEING TURNED OVER TO THE OWNER FOR USE. SLOWLY FILL SYSTEM WITH WATER AND ADD CHLORINE CHEMICAL AGENT TO PRODUCE A MINIMUM OF 50 PPM OF CHLORINE IN ENTERING WATER. TREATED WATER SHALL BE RETAINED IN PIPE OVERNIGHT. CHLORINE RESIDUAL AT PIPE EXTREMITIES SHALL BE AT LEAST 5 PPM AT END OF THIS TIME. SHOULD CHLORINE RESIDUAL BE LESS THAN THIS AMOUNT, PIPE SHALL BE RE-CHLORINATED.6.TEST OF PIPINGa.ALL PIPING SHALL BE TESTED AT COMPLETION OF ROUGHING IN, IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE.7.CLOSING IN OF UNINSPECTED WORKa.THIS CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK INSTALLED BY HIM TO BE COVERED UP OR ENCLOSED BEFORE IT HAS BENN INSPECTED, TESTED AND APPROVEDb.SHOULD ANY WORK BE ENCLOSED OR COVERED UP BEFORE IT HAS BEEN APPROVED, HE SHALL, AT HIS EXPENSE, UNCOVER THE WORK. AFTER IT HAS BEEN TESTED, INSPECTED, AND APPROVED, HE SHALL MAKE ALL REPAIRS NECESSARY TO RESTORE THE WORK OF OTHER CONTRACTORS TO THE CONDITION IN WHICH IT WAS FOUND AT THE TIME OF CUTTINGEND OF PLUMBING SPECIFICATIONS. 8.FEES, PERMITS, AND UTILITY SERVICES:THIS CONTRACTOR SHALL ARRANGE TO OBTAIN AND TO PAY FOR ALL PERMITS AND SERVICE CHARGES REQUIRED IN THE INSTALLATION OF HIS WORK, ARRANGE FOR REQUIRED INSPECTIONS, AND SECURE APPROVALS FROM AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ARRANGE FOR UTILITY CONNECTIONS AND PAY CHARGES INCURRED, INCLUDING EXCESS SERVICE CHARGES, IF ANY.9.GUARANTEE:AFTER COMPLETION OF THE INSTALLATION OF EQUIPMENT HEREIN SPECIFIED, THE CONTRACTOR SHALL GUARANTEE SAME AGAINST DEFECTS OF WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE (1) YEAR. IF, WITHIN THE SPECIFIED PERIOD FROM THE DATE OF ACCEPTANCE ANY OF THE SYSTEM IS PROVEN TO BE DEFECTIVE IN WORKMANSHIP AND/OR MATERIAL, IT WILL BE ADJUSTED, REPAIRED, OR REPLACED FREE OF CHARGE BY THIS CONTRACTOR. 10.ACCESSIBILITY: CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUFFICIENCY OF SIZE AND THICKNESS OF PARTITIONS FOR ADEQUATE INSTALLATION OF HIS WORK. ANY EQUIPMENT REQUIRING ACCESS FOR OPERATION OF SERVICE SHALL BE MADE ACCESSIBLE BY THE USE OF ACCESS DOORS AS REQUIRED.PART 2: PRODUCTS1.MATERIAL: PIPE:a.SANITARY SEWER PIPING INSIDE BUILDING DROPS SHALL BE SERVICE WEIGHT CAST IRON NO-HUB WITH NO-HUB FASTENERS. FIXTURES BRANCHES AND VENTS 2-1/2” AND SMALLER FROM 6” ABOVE GRADE MAY BE SCHEDULE 40 GALVANIZED STEEL. FITTING SHALL BE CAST SERVICE WEIGHT. CONTRACTOR MAY USE APACHE SCHEDULE 40 DWV ABS PIPE AND FITTING (ALL AS ALLOWED BY LOCAL CODE).b.WATER PIPING BELOW GRADE SHALL BE SCHEDULE 40 GALVANIZED WITH HIGH DENSITY POLYETHYLENE WRAP, X-TRU-COAT, OR EQUAL, APPLIED AND INSTALLED ALL PER THE MANUFACTURER’S INSTRUCTIONS, OR TYPE K COPPER WATER PIPING ABOVE GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL OR TYPE L COPPER PROVIDE “ECOFF” DIELECTRIC UNION SAT ALL COPPER TO STEEL CONNECTIONS. WATER PIPING OUTSIDE THE BUILDING MAY BE MANVILLE BLUE BRUT TYPE TRX-27 INSTALLED PER MANUFACTURER’S INSTRUCTIONS. PLUMBING SPECIFICATIONS10. ALL TAPS TWENTY-FOUR (24) INCHES & SMALLER INTO SEWER & DRAIN MANHOLES SHALL BE CORE BORED WITH KOR-N-SEAL TAPS OR APPROVED EQUAL11. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THESE PLANS SHALL NOT BE DISCHARGED TO THE EXISTING SYSTEM. PLUGS MUST BE INSTALLED IN EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND DEBRIS PRIOR TO ACCEPTANCE. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO AVOID INTERRUPTING SERVICES TO EXISTING CONNECTIONS. MORTAR OR BRICK PLUGS MUST BE USED, INFLATABLE DEVICES ARE NOT SATISFACTORY.12. DRAIN PIPE MATERIAL SHALL BE REINFORCED CONCRETE PIPE C-76 CL III, NON-REINFORCED CONCRETE PIPE C-14 CL III, PVC SDR 35, OR AS SPECIFIED ON PLANS. IN ALL CASES, JOINTS FOR CONCRETE PIPE SHALL BE RUBBER GASKETED JOINTS.13. DRAIN INLET LEADS SHALL BE PVC C-900 CL 150, RCP C-76 CL III, OR NON-REINFORCED CONCRETE C-14 CL III.14. SANITARY SEWER PIPE MAINS SHALL BE CONSTRUCTED OF V.C.P.,A.B.S. OR P.V.C. UNLESS OTHERWISE SPECIFIED ON THE PLANS.15. AGGREGATE SUBBASE SHALL CONFORM TO CALTRANS SPECIFICATIONS DATED: JULY, 1992 A.S.B.,SECTION 25.16. A STORMWATER PERMIT MUST BE OBTAINED WHEN CONSTRUCTION ACTIVITY RESULTS IN SOIL DISTURBANCE OF ONE (1) OR MORE ACRES. THE STATE WATER RESOURCES CONTROL BOARD, DIVISION OF WATER QUALITY, STORMWATER PERMIT, P.O. BOX 1977, SACRAMENTO, CA 95812-1977, SHALL BE CONTACTED TO OBTAIN THE PERMIT PRIOR TO BEGINNING CONSTRUCTION.17. IF WORK SHOWN ON THESE PLANS HAS NOT COMMENCED WITHIN TWO YEARS FROM THE DATE OF THE CITY’S ACCEPTANCE OF THE PLANS, A SUBSEQUENT PLAN REVIEW AT THE CITY’S DISCRETION AND THE DEVELOPERS’S EXPENSE MAY BE NECESSARY.18. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF SACRAMENTO ADMINISTRATIVE AND TECHNICAL MANUAL FOR GRADING/EROSION AND SEDIMENT CONTROL. CONTRACTOR SHALL HAVE ALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE WINTER MONTHS PRIOR TO OCTOBER 1AND MUST ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE ONSET OF ANY STORM.1/4" = 1'-0"P1.01PLUMBING PLANNo. Description Date By
|