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CLEANOUTBOX CLEANOUTPLUG. PLUMBING SPECIFICATIONS:
<br /> FINISH GRADE19ki WCONCRETE
<br /> PADINUNPAVEDARE 1 . CODES AND REGULATIONS: ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES
<br /> AS ADOPTED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION, NOTHING IN THESE DRAWINGS OR
<br /> SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
<br /> 12PEAGRAVEL
<br /> o A. CALIFORNIA BUILDING CODE - CBC - 2019
<br /> rc B. CALIFORNIA PLUMBING CODE - CPC - 2019
<br /> NOTE'
<br /> o C. CALIFORNIA CODE OF REGULATIONS, TITLE 8, INDUSTRIAL RELATIONS REVISIONS
<br /> ALL CLEANOUTBOXES D. CALIFORNIA CODE OF REGULATIONS, TITLE 24, BUILDING STANDARDSWITHIN IT OF EACH OTHER E. TITLE 24, PART 11 , CALIFORNIA GREEN BUILDING CODE, 2019 EDITION ADDENDUM 1 - 07/17/2020
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<br /> SL BE LINED UPWITH
<br /> EACHOTHERAND PARALLEL
<br /> TOSIDELVA ORBURDING PLUGGEDW EWHERE 2. PERMIT AND INSPECTION CHARGES: OBTAIN ALL PERMITS REQUIRED FOR PERFORMING WORK AND PAY ALL
<br /> WALL END OF LINE OCCURS
<br /> RELATED FEES. CALL FOR ALL REQUIRED INSPECTIONS AND PAY ALL RELATED FEES.
<br /> Ea 3, GUARANTEE: THE CONTRACTOR SHALL REPAIR ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND
<br /> CLEANOUT TO GRADE DETAILPAY FOR ANY DAMAGE TO OTHER WORK RESULTING THERE FROM WHICH APPEARS WITHIN A PERIOD OF ONE
<br /> YEAR FROM DATE OF ACCEPTANCE OF WORK.
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<br /> GENERAL NOTES: 4, MATERIALS, EQUIPMENT AND INSTALLATION: EACH ITEM REFERRED TO ON THE DRAWINGS AND IN THE
<br /> SPECIFICATIONS REPRESENTS THE STANDARD OF QUALITY DESIRED FOR MATERIALS, EQUIPMENT AND
<br /> 1. THE INTENT OF THE DRAWING AND SPECIFICATIONS IS TO CONSTRUCT THE BUILDING IN ACCORDANCE WITH INSTALLATION. ALL SUBSTITUTIONS MUST BE REVIEWED IN WRITING BY THE ENGINEER. ALL MATERIALS AND
<br /> THE 2019 EDITION OF TITLE 24, CALIFORNIA CODE OF REGULATIONS. CHANGES TO THE STRUCTURAL, EQUIPMENT SHALL BE NEW AND FREE FROM DEFECTS. ALL INSTALLATIONS SHALL BE AS RECOMMENDED BY THE
<br /> ACCESSIBILITY OR FIRE AND LIFE-SAFETY PORTIONS OF THE APPROVED PLANS AND SPECIFICATIONS SHALL MANUFACTURER AND AS SHOWN ON DRAWINGS.
<br /> BE MADE BYAN ADDENDUM OR CONSTRUCTION CHANGE DOCUMENT AS REQUIRED IN SECTION 4-338, PART 1,
<br /> TITLE 24, CCR, AND SHALL BE SUBMITTED TO AND APPROVED BYDSA PRIOR TO COMMENCEMENT OF THE 5. SUBMITTALS: WITHIN 30 DAYS OF CONTRACT AWARD, THE CONTRACTOR SHALL SUBMIT THREE COPIES OF SHOP
<br /> WORK. DOCUMENTS SHALL BE PREPARED AND SUBMITTED TO DSA IN COMPLIANCE WITH DSA DRAWINGS FOR ALL MATERIALS, EQUIPMENT, ETC. PROPOSED FOR USE ON THIS PROJECT. MATERIAL OR
<br /> EQUIPMENT SHALL NOT BE ORDERED OR INSTALLED UNTIL WRITTEN REVIEW IS PROCESSED BY THE ENGINEER. S Y s T R M s. „ C.
<br /> INTERPRETATION OF REGULATION IR A-6. ANY ITEM OMITTED FROM THE SUBMITTAL SHALL BE PROVIDED AS S13ECIFIED WITHOUT SUBSTITUTION.
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<br /> 2. LAYOUT OF MATERIALS, EQUIPMENT AND SYSTEMS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY 6. PIPING LAYOUT: ROUTE PIPING TO AVOID CUTTING STRUCTURAL MEMBERS. WHERE CUTTING OR NOTCHING IS TEL ,m'I.�z
<br /> DIMENSIONED. SOME WORK MAYBE SHOWN OFFSET FOR CLARITY. THE HVAC BUILDING PLANS HAVE BEEN N m a
<br /> REQUIRED, THE STRUCTURAL MEMBER SHALL BE REINFORCED IN ACCORDANCE WITH THE UNIFORM BUILDING
<br /> PREPARED TO MATCH THE ARCHITECTURAL PLANS. IF DIFFERENCES OCCUR, THEARCHITECTURAL PLANS ARE CODE. PIPING SHALL BE INSTALLED TO ENSURE UNRESTRICTED FLOWAND PERMIT COMPLETE DRAINAGE OF THE
<br /> TO TAKE PRECEDENCE. THE ACTUAL LOCATIONS OF ALL MATERIALS, PIPING, DUCTWORK, FIXTURES, SYSTEM. zop
<br /> EQUIPMENT, SUPPORTS, ETC. SHALL BE CAREFULLY PLANNED, PRIOR TO INSTALLATION OF ANY WORK, TO 7. PIPING MATERIALS: TriESEPIORAWINGSARE
<br /> AVOID ALL INTERFERENCE WITH EACH OTHER, OR WITH STRUCTURAL, ELECTRICAL, ARCHITECTURAL, OR PROPRETARv DOCUMENTS OF
<br /> MODus SVSTEAIS, INC.
<br /> OTHER ELEMENTS, ALL DUCT AND PIPE OFFSET ELBOWS FOR COORDINATION BETWEEN TRADES ARE NOT A. SOIL, WASTE & VENT PIPING: POLYVINYL CHLORIDE (PVC), SDR-35, ASTM D3034, SOLVENT WELD, WITH PVC AND ARE NOT
<br /> TO BE DISTRIBUTED
<br /> SHOWN. CONTRACTOR SHALL INCLUDE SUFFICIENT FUNDS FOR THE COORDINATION OFFSETS IN THE BID. SOLVENT WELD FITTINGS. PIPING WITH LESS THAN 24" OF COVER OUTSIDE BUILDING WALLS SHALL BEO
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<br /> VERIFY THE PROPER VOLTAGE AND PHASE OF ALL EQUIPMENT WITH THE ELECTRICAL PLANS, ALL CONFLICTS CAST IRON . h1DOusSsSTEMS, INC.
<br /> SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO THE INSTALLATION OF
<br /> ANY WORK OR THE ORDERING OF ANYEQUIPMENT. B. PERFORATED DRAIN PIPING: PVC PERFORATED DRAIN PIPE WITH BELL ENDS, ASTM D1784. SOLVENT WELD AACKTECT
<br /> FITTINGS, TWO ROWS OF HOLES 1 /21 IN DIAMETER ON 5° CENTERS AND 1200 ANGLE APART. 35 SDR. JM
<br /> 3. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER-DRIVEN PINS IN EXISTING NON-PRESTRESSED EAGLE INC.
<br /> CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. 8 DISTRIBUTION BOX: PRECAST REINFORCED CONCRETE. 30" INSIDE DIAMETER, DEPTH AS REQUIRED. SINGLE
<br /> WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE (PRE- OR POST-TENSIONED), LOCATE THE INLET. TWELVE OUTLETS 1 -1/2" (MIN.) LOWER THAN INLET. 4° INLET AND 4" OUTLETS. CONCRETE MINIMUM
<br /> PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE COMPRESSIVE STRENGTH 3000 PSI AT 28 DAYS. 24" GAS TIGHT CAST IRON RING AND BOLTED COVER, M .C.
<br /> EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. NOTTINGHAM, PRO-CAST, JENSEN .
<br /> MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR
<br /> AND/OR PIN. 9. TESTS: PERFORM ALL TESTS AS REQUIRED BY APPLICABLE CODES IIJ PRESENCE OF PROJECT INSPECTOR.
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<br /> 4. ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE240 CAST IRON FRAME p xwu
<br /> DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE THERE NO DETAIL IS INDICATED, THE AND COVER WITH GASKET =
<br /> FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT I (GASTIGHT) 3 STANDARD. AS REWIRED •d E " ""
<br /> REQUIREMENTS PRESCRIBED IN THE 2016 CBC, SECTIONS 1616A. 1. 18 THROUGH 1616A. 1. 26 AND ASCE 7- 10 r —
<br /> CHAPTERS 13, 26 AND 30. 12e MIN,
<br /> WHEN SUBJECT CONCRETE 2432 RISER-Y;6'orl2e �
<br /> PLUG (9)
<br /> 1. ALL PERMANENT EQUIPMENT AND COMPONENTS. TO TRAFFIC I�1 U
<br /> 2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E. G. HARD WIRED) TO THE O
<br /> BUILDING UTILITY SERVICES SUCHAS ELECTRICITY, GAS OR WATER. U O
<br /> 3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND mvua xvFRT = x
<br /> HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY a'Pvc INLET °� O U) M
<br /> ATTACHMENTS. & OUTLET
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<br /> -� PIPE AND �'-lo• U' W 0)
<br /> FITTINGS ARE 3'-b'
<br /> STANDARD ~ Q o.
<br /> 5. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE: g Q U a
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<br /> PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE W U Q
<br /> FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13. 3 AS DEFINED IN ASCE 7- 10 SECTION J Q
<br /> 13. 6. 82 13.6. 7, 13. 6. 5. 6, AND 2016 CBC, SECTIONS 1616A. 1.23, 1616A. 1. 24, 1616A. 1. 25, 1616A. 1.26. SIDE VIEW 2x6 REDWOOD
<br /> GRADE BOARDS QJ( D BOTHERS)7 , 500 GALLON LOW PROFILE I- E—
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<br /> THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED EY p Q
<br /> DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A BATTERY SEPTIC TANK LAYIN11
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<br /> PREAPPROVED INSTALLATION GUIDE (E. G., SMACNA OR OSHPD OPM), COPIES OF THE BRACING SYSTEM l6'-7' 16'-7' lb'-7' o
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<br /> INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING MODEL 3XJP2500 w LL w
<br /> THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL TRAFFIC RATED LJ Z w
<br /> VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.
<br /> MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP): -- Y -` - Y -` - - -` O Y OY
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<br /> MP ❑MD ❑ PP❑ OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFICV7J F
<br /> NOTES AND DETAILS. M 6
<br /> MP ❑ 1141 OPTION2: SHALL COMPLY WITH THE APPLICABLE OSHPD PRE-APPROVAL MASON WEST PLAN VIEW
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<br /> OPM #0043-13. _ _ LL.. o
<br /> RECOMMENDED CONCRETE
<br /> 6 MP ❑MD ❑ PP ❑ OPTION 3: SHALL COMPLY WITH THE SMACNA SEISMIC RESTRAINT MANUAL, O RISER/CAST IRON PLUGS (9)
<br /> COVER LOCATIONS (3) LIQUID CAPACITY: 7.500 GALLONS. SET , NE
<br /> OSHPD EDITION (2009), INCLUDING ANYADDENDA. FASTENERS
<br /> AND OTHER ATTACHMENTS NOT SPECIFICALLY IDENTIFIED IN THE • TANK DESIGNED FOR HS20-44 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS, PORTABLE
<br /> SMACNA SEISMIC RESTRAINT MANUAL, OSHPD EDITION, ARE (WATER TABLE BELOW TANK). EARTH COVER OVER TANK NOT TO EXCEED 6 FT. CLASSROOMS
<br /> DETAILED ON THEAPPROVED DRAWINGS WITH PROJECT SPECIFIC • SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS, PLUMBING SPECS
<br /> s NOTES AND DETAILS, THE DETAILS SHALL ACCOUNT FOR THE THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL
<br /> APPLICABLE SEISMIC HAZARD LEVEL A AND CONNECTION LEVEL 1 FOR BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT 8E DETAILS
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<br /> THE PROJECTAND CONDITIONS, GEOTECHNICAL ENGINEER.
<br /> ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION ( INCREMENT # 1
<br /> CONTACT JENSEN PRECAST. I l�l �IIXGVA1NklS�
<br /> I` DRAM JOHN
<br /> 6. A DSA CERTIFIED PROJECT INSPECTOR (CLASS 3) EMPLOYED BY THE DISTRICT & APPROVED BY DSA SHALL DATE: 2020z1e
<br /> PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION CLEANOUT TO GRADE DETAIL ' , CHECKED. LocaN
<br /> 4-338, PART 1, TITLE 24, CCR. SCALE: vs-=r
<br /> SCALENONE P3. 0
<br /> PROJECT: DELTA CHARTER
<br /> 7. A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE DISTRICT SHALL CONDUCT ALL THE
<br /> SHEET
<br /> REQUIRED TESTS AND INSPECTIONS FOR THE PROJECT. LAWENCE • 0
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<br /> ENGINENG GROUP
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