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<br />CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
<br />CERTIFIED INTERIOR DESIGNER
<br />E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5
<br />ERIK JORDAN
<br />COMMERCIAL
<br />CALIFORNIA GREEN CODE
<br />TABLE A5.601 AND TABLE A5.602: ADDITIONS AND ALTERATIONS TO EXISTING NONRESIDENTIAL BUILDINGS
<br />PROVISIONS OF CALIFORNIA GREEN CODE SHALL APPLY TO THE PLANNING, DESIGN, OPERATION, CONSTRUCTION,
<br />USE AND OCCUPANCY OF ADDITIONS TO BUILDINGS OR STRUCTURES, UNLESS OTHERWISE INDICATED IN THIS CODE.
<br />ALTERATIONS 1,000 SQ FT OR GREATER SHALL COMPLY.
<br />FIREPLACES AND WOODSTOVES. ONLY DIRECT-VENT SEALED-COMBUSTION GAS OR SEALED WOOD-BURNING
<br />FIREPLACES OR SEALED WOODSTOVES OR PELLET STOVES ARE ALLOWED. WOOD STOVES AND PELLET STOVES SHALL
<br />COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS.
<br />COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION.
<br />DURING CONSTRUCTION AND UNTIL FINAL STARTUP, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION OPENINGS SHALL
<br />BE COVERED TO REDUCE THE AMOUNT OF DUST THAT MAY COLLECT IN THE SYSTEM.
<br />ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE
<br />REQUIREMENTS OF THE FOLLOWING STANDARDS:
<br />A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANT PRIMERS AND CAULKS SHALL
<br />COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES
<br />WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 AND
<br />5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF
<br />CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE,
<br />PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS LISTED IN B. BELOW.
<br />B. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN
<br />UNITS OF PRODUCT, LESS PACKAGING WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST
<br />OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER
<br />REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE
<br />OFREGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.
<br />PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1
<br />OF THE ARB ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 5.504.4.3
<br />(ATTACHED), UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO
<br />NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 5.504.4.3 SHALL BE
<br />DETERMINED BY CLASSIFYING HE COATING AT A FLAT, NON-FLAT OR NON-FLAT-HIGH GLOSS COASTING, BASED ON
<br />ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36 AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES
<br />BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NON-FLAT OR NON-FLAT-HIGH GLOSS
<br />VOC LIMIT IN TABLE 5.504.4.3 SHALL APPLY.
<br />AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC
<br />IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS
<br />AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522( C )(2) AND ( D)(2) OF CALIFORNIA CODE
<br />OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520.
<br />CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING SHALL MEET THE TESTING AND PRODUCT
<br />REQUIREMENTS OF ONE OF THE FOLLOWING:
<br />A. CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM
<br />B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOCS
<br />(SPECIFICATION 0 1350)
<br />C. NSF/ANSI 140 AT THE GOLD LEVEL
<br />D. SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE
<br />ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND
<br />RUG INSTITUTE GREEN LABEL PROGRAM.
<br />ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 5.504.4.1.
<br />COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD
<br />COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE
<br />REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE
<br />WOOD (17 CCR 93 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE
<br />5.504.4.5.
<br />RESILIENT FLOORING SYSTEMS. FOR 50 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING, INSTALL
<br />RESILIENT FLOORING COMPLYING WITH THE VOC-EMISSION LIMITS DEFINED IN THE 2009 COLLABORATIVE FOR
<br />HIGH PERFORMANCE SCHOOLS (CHPS) CRITERIA AND LISTED ON ITS LOW-EMITTING MATERIALS LIST (OR
<br />PRODUCT REGISTRY) OR CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE
<br />PROGRAM.
<br />DIVISION 1
<br />GENERAL REQUIREMENTS
<br />1. ALL WORK SHALL BE WARRANTED FOR 1 YEAR AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP.
<br />2. ALL WORK PERFORMED SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE, FEDERAL, AND LOCAL
<br />CODES, ORDINANCES, AND LAWS, INCLUDING THE 2019 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1,
<br />TITLE 24 C.C.R.: 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.: 2019 CALIFORNIA
<br />ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R: 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE
<br />24 C.C.R: AND 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R
<br />3. CONTRACTORS SHALL COORDINATE THEIR WORK WITH UTILITIES COMPANIES AND OTHER TRADES. ANY
<br />CONFLICTS SHALL BE BROUGHT TO THE DESIGNER'S ATTENTION PRIOR TO THE WORK BEING INSTALLED.
<br />FAILURE TO DO SO WILL MAKE THE CONTRACTOR RESPONSIBLE FOR THE COST TO CORRECT THE WORK.
<br />4. EACH CONTRACTOR SHOULD VISIT THE SITE OF THE PROPOSED WORK, VERIFY ALL DIMENSIONS AND
<br />EXISTING CONDITIONS, INCLUDING EASEMENTS, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, AND FULLY
<br />ACQUAINT THEMSELVES WITH THE SITE CONDITIONS RELATING TO CONSTRUCTION.
<br />5. EACH CONTRACTOR WILL BE REQUIRED TO PROVIDE CERTIFICATES OF INSURANCE ISSUED BY AN
<br />ACCEPTABLE COMPANY PRIOR TO COMMENCEMENT OF WORK ON THE SITE.
<br />6. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN SITE IN A CLEAN AND
<br />ORDERLY CONDITION. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION AND CONSTRUCTION DEBRIS
<br />OFF SITE AND IN AN APPROVED MANNER, ACCORDING TO STATE AND CITY CODES. NOTIFY ARCHITECT AT
<br />ONCE IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED.
<br />7. COMPLETE FINAL CLEANING PRIOR TO WALK-THROUGH AND PREPARATION OF PUNCH LIST. CLEAN ALL
<br />SURFACES EXPOSED TO VIEW. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH, AND CONSTRUCTION
<br />FACILITIES FROM SITE.
<br />8. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
<br />KNOWLEDGE OR EFFORT. NO DEADBOLTS, SLIDING BOLTS, ETC. PROVIDE SELF RELEASING LOCKING DEVICES
<br />ON EXIT DOORS.
<br />9. ALL PRIMARY ENTRANCES AND ALL FACILITIES IN THE BUILDING SHALL BE MADE ACCESSIBLE TO THE
<br />HANDICAPPED PER CBC CHAPTER 11B.
<br />10. CONTRACTOR TO SECURE PERMIT AS REQUIRED BY THE CITY FIRE MARSHALL, PRIOR TO OCCUPYING
<br />THIS SPACE.
<br />11. POST OCCUPANT LOAD SIGNS COMPLYING WITH CFC 1003 AND CBC 1004.3 AS REQUIRED.
<br />12. FINISH CONTRACTORS SHALL ENSURE ALL FINISH MATERIALS WILL BE FLUSH AND WASHABLE. INTERIOR
<br />FINISH MUST CONFORM TO THE REQUIREMENTS OF CBC.
<br />13. FIRE EXTINGUISHERS TO BE PROVIDED, PER CFC 906 & TABLE 906.3(1). TO BE TYPE 2A10BC WITH CURRENT
<br />FIRE MARSHALL SERVICE TAG, MOUNTED IN VISIBLE LOCATION, NOT MORE THAN 75 FT. FROM ANY POINT IN
<br />THE SPACE, IF INDICATED ON DWG.S. PROVIDE SEMI RECESSED CABINET INSTALLATION: J.L. INDUSTRIES
<br />STOCK CABINET W/ FIRE EXTINGUISHER - ABC #5. ADDED COST TO CLIENT IF REQUESTED
<br />14. ALL ELECTRICAL INSTALLATIONS, MAINS SERVICE AND PANEL BOARDS SHALL BE PER U.E.C.17. PROVIDE
<br />FIRE DAMPERS IN ALL DUCTS PENETRATING FIRE RATED WALLS AND CEILINGS. (IF APPLICABLE TO PROJECT)
<br />15. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK TO BE DONE,
<br />DETAILS SHOULD BE SAME AS FOR OTHER SIMILAR WORK.
<br />16. APPROVED HARDWIRED SMOKE DETECTORS ARE TO BE INSTALLED IN ALL OFFICES, STORAGE ROOMS
<br />AND HALLWAYS, AS CODE REQUIRES ADDED COST TO CLIENT IF REQUESTED
<br />17. SITE SECURITY: PROJECT SITE SHALL BE SECURED AT ALL TIMES WITH DOOR LOCK.
<br />18. PROVIDE ALL TEMPORARY UTILITIES, INCLUDING POWER, TELEPHONE, WATER AND TOILETS, AS
<br />APPLICABLE TO PROJECT
<br />GENERAL CONSTRUCTION
<br />17. ALL STEEL FABRICATIONS TO BE PRIMED WITH BEST QUALITY RUST PROOFING PRIMER.
<br />18. ALL POWER ACTUATED PINS/ANCHORS SHALL BE "RAMSET" #2330 (OR APPROVED EQUAL) AT 32" O.C. FOR
<br />INTERIOR, NON-LOAD BEARING PARTITIONS PER ICC #ESR-1799.
<br />19. ALL METAL FASTENERS SHALL BE MIN. HOT DIPPED GALVANIZED AFTER THEIR FABRICATION. ALL NAILS,
<br />SCREWS AND BOLTS TO BE CORROSION RESISTANT.
<br />20. ALL SUBSTRATES TO BE PAINTED OR OTHERWISE FINISHED, SHALL BE THOROUGHLY PREPARED AND
<br />CLEANED, AND SHALL BE COMPATIBLE WITH PAINTS SELECTED.
<br />21. DRYWALL CONTRACTOR SHALL PROVIDE ALL REQUIRED ACCESS PANELS WHERE NECESSARY TO
<br />PROVIDE ACCESS TO FIRE DAMPERS, ELECTRICAL DISCONNECTS, PUMPS, VALVES, ETC. THE PAINTING
<br />CONTRACTOR WILL BE RESPONSIBLE TO PAINT ALL ACCESS DOORS TO MATCH ADJACENT SURFACE.
<br />22. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND BRACING AT TERMINATIONS IN GYPSUM BOARD
<br />ASSEMBLIES TO SUPPORT CABINETRY, FIXTURES, EQUIPMENT SERVICES
<br />DIVISION 2
<br />DIVISION 3
<br />CONCRETE FLOOR REPAIRS
<br />1. CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING UTILITY LINES BELOW EXISTING FLOOR SLAB AND
<br />CONDUCT CORING OR SAW CUTTING AS APPLICABLE) FOR CONNECTION OF NEW UTILITIES. WORK SHALL BE
<br />CARRIED OUT TO MINIMIZE DISTURBANCE TO EXISTING FLOOR SLAB. COORDINATE WITH BEAM /
<br />REINFORCEMENT LOCATIONS. COORDINATE ALL SUCH WORK WITH PLUMBING AND ELECTRICAL
<br />SUBCONTRACTORS, AND FILL GAPS AROUND PIPEWORK WITH FIRE RATED CAULKING / SAFING MATERIAL TO
<br />MAINTAIN 2-HOUR FIRE RATING AT CONCRETE SLAB. (AS REQUIRED BY CODE) PROVIDE CEMENTITIOUS FLOAT
<br />/ FILL TO ENSURE NEW / EXISTING FLOORING SURFACE IS SMOOTH AND LEVEL AND APPLY MOISTURE
<br />SEALANT AT ALL AREAS WHERE MOISTURE PRESSURE EXCEEDS FLOORING MANUFACTURER INSTALLATION
<br />RECOMMENDATIONS, AS REQUIRED.
<br />2. PENETRATION THRU RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF
<br />PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECTED TO THE REQUIREMENTS OF THE
<br />TEST STANDARD SPECIFIC OF FIRE STOPS ASTM-E-814 (U.L. SYSTEM #WL1001 FOR WALLS & #CAJ1001 FOR
<br />FLOORS).
<br />DIVISION 6
<br />INTERIOR CABINETRY
<br />1. INSTALL ALL ITEMIZED PREFABRICATED CABINETRY AS NOTED ON PLANS, PER MANUFACTURER'S
<br />DIRECTIONS AND MAKE ALL UTILITY CONNECTIONS AS REQUIRED.
<br />2. CABINET SUBCONTRACTOR TO VERIFY ALL CABINET WIDTH DIMENSIONS PRIOR TO FABRICATION. COMPLY
<br />WITH AWI STANDARDS FOR CUSTOM GRADE AND PREMIUM GRADE FOR PLASTIC LAMINATE. SUBMIT SHOP
<br />DRAWINGS IN CONJUNCTION WITH OTHER SUBMITTALS COVERING FABRICATION, INSTALLATION AND FINISH
<br />FOR CONFORMANCE W/ DESIGN INTENT, ETC.
<br />3. CUSTOM CABINET INTERIORS TO BE CONSTRUCTED OF WHITE MELAMINE SURFACED HIGH DENSITY
<br />PARTICLEBOARD, PER ANSI 208.1 GRADE M-2, EXCEPT AT AREAS BELOW SINKS, WHICH SHALL BE SURFACED
<br />WITH WHITE HIGH DENSITY PLASTIC LAMINATE OVER 3/4" PLYWOOD. ALL EXPOSED INTERIOR EDGES TO BE
<br />COVERED WITH MELAMINE UNLESS NOTED OTHERWISE. ALL CABINET BASES TO BE PLASTIC LAMINATE.
<br />4. CABINET DRAWER GLIDES TO BE 100LB FULL EXTENSION GLIDES - GRANT GR 329 (OR EQUAL) GLIDE
<br />LENGTH TO BE AS REQUIRED BY CABINET DEPTH (2"-4" SHORTER THAN OVERALL DEPTH OF CABINET.)
<br />CABINET STANDARDS TO BE KV FLUSH SHELF STANDARDS: KV255WH72 (STEEL WHITE EPOXY COAT) WITH KV
<br />CLIPS KV256WH (STEEL WHITE EPOXY COAT), OR APPROVED EQUAL SYSTEM.
<br />5. CABINET DOOR HINGES TO BE BLUM MODUL FULL OVERLAY 110O FULLY CONCEALED HINGE. REFER TO
<br />MANUFACTURER.
<br />SPECIFICATIONS FOR NUMBER PER DOOR AND MOUNTING STYLE APPLICATION REQUIRED. LOCKS WHERE
<br />REQUIRED, TO BE BEST LOCKS 5L SERIES LATCHBOLT 3/4" UTILITY CYLINDERS, SATIN CHROME FINISH.
<br />SUPPLY TWO KEYS PER LOCK. INTERIOR SURFACE HEAD AND FOOT BOLTS TO BE 4" IVES IV40-4BR. EXCEPT
<br />WHERE PUSH-CATCHES ARE REQUIRED, DOOR AND DRAWER PULLS TO BE STANDARD 4" WIRE PULLS;
<br />BRUSHED ALUMINUM FINISH. VERIFY W/ OWNER PRIOR TO INSTALLATION.
<br />6. CUSTOM CABINET BODIES, DOORS, DRAWER FRONTS AND SIDE PANELS TO BE HIGH PRESSURE PLASTIC
<br />LAMINATE OVER 3/4" HIGH DENSITY FIBERBOARD PER ANSI 208.2, EXCEPT AT ALL TOPS AND WET AREAS (SINK
<br />LOCATIONS, ETC.) WHERE 3/4 PLYWOOD SHALL BE USED. PROVIDE SOLID-SURFACING TRANSACTION TOPS AS
<br />NOTED ON CABINET ELEVATIONS. WHERE INDICATED AS PLASTIC LAMINATE, TOPS AND EDGING TO BE
<br />CHEMICAL-RESISTANT PLASTIC LAMINATE MIN. .050" THK. PER NEMA LD-3.
<br />VERTICAL SURFACES MAY EMPLOY .028" THK. LAMINATE. GROMMETS TO BE HAFELE - HA429.93.322 (OR EQ.)
<br />BLACK ROUND PLASTIC GROMMETS.(LOUIS & CO. (214) 647-8811). FINAL LOCATION OF GROMMETS TO BE
<br />APPROVED BY OWNER PRIOR TO INSTALLATION
<br />7. ALL STORAGE SHELVING TO BE 6 TIER X 12" WIDE (OR AS NOTED), CONSTRUCTED OF WHITE MELAMINE
<br />SURFACED HIGH DENSITY FIBERBOARD. COVER EXPOSED EDGES WITH MELAMINE UNLESS NOTED
<br />OTHERWISE. INSTALL ON STANDARD METAL KNIFE-EDGE BRACKETS SET ON VERTICAL STANDARDS @ MIN. 24"
<br />ON CENTER.
<br />8. REFER TO FINISH SCHEDULE
<br />DIVISION 7
<br />INSULATION AND SEALANTS
<br />1. PROVIDE INSULATION WITH FIRE PERFORMANCE PER TEST METHODS ASTM E 84, ASTM E 119 AND ASTM E
<br />136. IN AREAS INDICATED ON PLAN
<br />2. FOR ALL INTERIOR WALLS FULL HT. TYPE I (BLANKETS WITHOUT MEMBRANE FACING), AS USG
<br />"THERMAFIBER" OR EQUAL HAVING BEST SOUND DEADENING PROPERTIES (MIN. R-11). IN WALLS INDICATED
<br />ON PLANS)
<br />3. INTERIOR PLUMBING FIXTURES; 1- PART SANITARY, MILDEW RESISTANT, AS DOW CORNING 786 OR EQ.
<br />4. R-11 FOR MISSING WALL INSULATION. INSULATION TO COMPLY WITH ASTM C 665 FOR TYPE III, CLASS A :
<br />BLANKETS WITH KRAFT MEMBRANE FACING. SET FACED UNITS WITH KRAFT TOWARDS OUTSIDE.
<br />5. SEALANT FOR THRESHOLDS; SINGLE COMPONENT POLYSULPHIDE, BY PECORA, DAP, OR EQUAL.
<br />6. INTERIOR PAINTED AREAS; ACRYLIC LATEX CAULK BY TREMCO, OR EQUAL.
<br />7. INTERIOR CABINETRY AND VINYL WALL COVERING;1-PART SILICONE AS DOW CORNING 795 OR EQ.
<br />8. INTERIOR PLUMBING FIXTURES;1- PART SANITARY, MILDEW RESISTANT, AS DOW CORNING 786 OR EQ.
<br />ROOFING REPAIRS
<br />9. ROOFING SHALL BE BY ORIGINAL ROOFING CONTRACTOR. VERIFY ON SCOPE OF WORK.
<br />10. EXTEND ALL NEW VENT PIPES TO 12" ABOVE SHEATHING. ADD METAL FLASHING COLLARS TO ALL NEW
<br />PIPES AFTER COMPLETION OF BUILT UP ROOFING REPAIRS.
<br />.
<br />DIVISION 8
<br />INTERIOR WINDOWS / VISION PANELS
<br />1. SUBMIT SHOP DRAWINGS IN CONJUNCTION WITH OTHER SUBMITTALS COVERING FABRICATION,
<br />INSTALLATION AND FINISH FOR CONFORMANCE W/ DESIGN INTENT, ETC. VERIFY QUANTITIES AND SIZES
<br />PRIOR TO ORDERING.
<br />2. INTERIOR WINDOWS SHALL BE SINGLE GLAZED WITH 1/2" THICK, CLEAR TEMPERED PANES WITH TINTS,
<br />FILMS, ETC. OR OTHER (VERIFY ON PLAN AND JOB SCOPE OF WORK)
<br />SPECIAL GLAZING PRODUCTS AS SPECIFIED AND NOTED ON THE PLANS. NON-RATED GLAZING SHALL BE SET
<br />IN HIDDEN C-CHANNEL ALUMINUM FRAMES AND STOPS.
<br />INTERIOR DOORS
<br />4. CONTRACTOR TO COORDINATE AND REVIEW DOOR SUBMITTALS (INCL. HARDWARE SCHEDULES) FOR
<br />CONFORMANCE WITH DESIGN INTENT, ETC. VERIFY QUANTITIES/ SIZES PRIOR TO ORDERING.
<br />5a. INTERIOR DOORS TO BE 'PER DOOR SCHEDULE' FLUSH SLAB SOLID CORE, WOOD DOORS, WITH PAINTED
<br />FINISH (AS DIRECTED IN THE OWNER'S COLOR SCHEDULE). INTERIOR FRAMES SHALL BE 'PER DOOR
<br />SCHEDULE
<br />METAL FRAME, COLOR:
<br />PER CLIENT REQUEST. VERIFY PRIOR TO ORDERING.
<br />5b. INTERIOR VISION PANELS IN DOORS TO BE GLAZED W/ 1/4" THICK, CLEAR TEMPERED GLASS (OR LEADED)
<br />PER SCHEDULE. ALL FRAMES AND STOPS TO BE PAINTED STEEL.
<br />6. WINDOWS AND ENTRY / EXIT DOORS TO REMAIN WHERE EXISTING. ANY REPLACEMENTS SHALL BE AS
<br />REQUIRED BY LANDLORD:
<br />PROVIDE BUILDING STANDARD DOORS, PRE-FINISHED CLEAR, OR COLOR AS DIRECTED. ENTRY DOOR FRAMES
<br />SHALL BE PROFILE, STYLE AND FINISH AS DIRECTED.
<br />7. MOUNT HARDWARE UNITS AT HEIGHTS INDICATED IN FOLLOWING APPLICABLE PUBLICATIONS, EXCEPT AS
<br />SPECIFICALLY INDICATED OR REQUIRED TO COMPLY WITH CBC GUIDELINES AND CBC 1008.1.8 AND HANDICAP
<br />ACCESSIBILITY REGULATIONS
<br />1. "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE FOR STANDARD STEEL DOORS AND FRAMES" BY
<br />THE DOOR AND HARDWARE INSTITUTE.
<br />8. WHERE CLOSERS ARE INDICATED FOR DOORS REQUIRED TO BE ACCESSIBLE TO THE PHYSICALLY
<br />HANDICAPPED, PROVIDE ADJUSTABLE UNITS COMPLYING WITH ANSI A117.1 PROVISIONS FOR DOOR OPENING
<br />FORCE AND DELAYED ACTION CLOSING.
<br />FINISH TO MATCH SPRAYED LAQUER US26D. ADJUST UNITS TO COMPLY WITH CBC PROVISIONS FOR DOOR
<br />OPENING FORCE AND DELAYED ACTION CLOSING.
<br />9. PROVIDE CBC APPROVED ALUM. / VINYL TRANSITION STRIPS AT DOORWAYS BETWEEN FLOORING OF
<br />DIFFERENT TYPES.
<br />10. AS REQUIRED FOR VENTILATION, UNDERCUT RESTROOM DOOR 1" FOR AIR CONDITIONING TRANSFER.
<br />11. EQUIP LOCKS WITH INTERCHANGEABLE CORE PIN TUMBLER INSERTS. PROVIDE 6-PIN CYLINDER HDWR.
<br />WITH 2 KEYS FOR EACH LOCK.
<br />12. PROVIDE SUBMITTAL DOCUMENTS FOR ALL HARDWARE REFERENCED TO EACH DOOR. HINGES TO BE
<br />4-1/2" X 4-1/2" HINGE.; LOCKS SHALL BE "L" LEVER ACCESSIBLE TYPE. MATCH EXISTING WHERE NECESSARY.
<br />13. INTERIOR GLASS DOOR (AND DOOR SIDELIGHT) TO BE 'HERCULITE' OR EQUIVALENT, 1/2" THICK SINGLE
<br />GLAZED, CLEAR TEMPERED WITH 3-M "SANDBLAST" TEXTURE FILM APPLIQUE. (VERIFY WITH CLIENT)
<br />PROVIDE POLISHED CHROME PATCH PIVOT/ CLOSER HARDWARE, AND PAIR 42" X 1-1/2" DIA. VERTICAL PULLS
<br />W/ CHROME FINISH. (VERIFY PRIOR TO ORDERING)
<br />PLUMBING NOTES:
<br />1. READ MECHANICAL PLUMBING AND ELECTRICAL SPECIFICATION DRAWINGS.
<br />2. ALL PLUMBING SHALL BE IN ACCORDANCE WITH CPC AND ALL LOCAL CODES AND ORDINANCES.
<br />3. CONTRACTOR TO COORDINATE EQUIPMENT CONNECTIONS WITH ALL OTHER TRADES AND SUPPLIERS.
<br />INSTALL AND MAKE FINAL CONNECTIONS, FURNISHING CUT-OFF VALVES, P-TRAPS, P.R.V.'S AND PIPING AS
<br />REQUIRED.
<br />3A. INSTALL SHOCK ABSORBERS IN COLD WATER LINES, AS REQUIRED
<br />4. CONNECT TO EXISTING VENT AND WASTE STACKS WHERE POSSIBLE. CAREFULLY COORDINATE WORK IN
<br />FLOOR WITH LOCATION OF EXISTING UTILITIES. DO NOT DISTURB ADJACENT BUILDINGS DURING WORKING
<br />HOURS.
<br />5. HOT WATER SUPPLY TO BE CONNECTION TO NEW ELECTRIC WATER HEATER, OR AS NOTED ON PLUMBING
<br />PLANS.
<br />6. ALL PIPEWORK SHALL BE CONCEALED IN STUD WALLS ETC. STUB-OUTS SHALL BE MIN. 6" AFF.
<br />7. HOT AND COLD WATER PIPING SHALL BE 1/2" DIA. COPPER TYPE "L" PER ASTM B88, INSULATED WITH 1"
<br />FIBERGLASS, WITH VAPOR SEAL ON COLD WATER PIPING. (CPVC AS ALLOWED BY CODE) SLEEVE ALL NEW
<br />UNDERGROUND PIPING.
<br />8. CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER or PVC AS ALLOWED BY CODE.
<br />9. DRAIN LINES TO BE NO SMALLER THAN STUB-OUT OF FIXTURE ITSELF, OR MIN. 1 1/2" DIA.
<br />10. SCREWED PIPE SHALL BE MADE UP WITH PIPE COMPOUND APPLIED TO MALE THREAD, WITH NOT MORE
<br />THAN 2 THREADS LEFT EXPOSED. PIPES SHALL BE REAMED AFTER THREADING.
<br />11. COPPER JOINTS SHALL BE MADE UP WITH 95-5 SOLDER.
<br />12. CLEAN-OUTS SHALL BE AS MANUF. JOSAM ZURN MANUF. CO., OR EQUAL, AND SHALL BE INSTALLED AT ALL
<br />BENDS ANGLES AND ENDS OF WASTE AND SEWER LINES. ALL CLEAN-OUTS SHALL BE BROUGHT TO FINISHED
<br />FLOOR LEVEL AND SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING.
<br />13. ALL VALVES SHALL BE BRASS, MANUF. BY CRANE, NIBCO, STOCKHAM, LUNKENHEMER, NORDSTRON,
<br />GRINNELL OR EQUAL.
<br />14. PROVIDE GATE VALVES ON ALL WATER LINES.
<br />DIVISION 16
<br />SEE ELECTRICAL SPECIFICATIONS. ON SEPARATE DRAWINGS
<br />1. COORDINATE WITH LANDLORD'S FIRE ALARM SUB-CONTRACTOR. THE FIRE ALARM SYSTEM
<br />SHALL CONFORM TO ARTICLE 760 CALIFORNIA ELECTRICAL CODE. (AS APPLICABLE FOR PROJECT)
<br />2. ALL DEVICES OF THE FIRE ALARM SYSTEM SHALL BE APPROVED AND LISTED BY THE CALIFORNIA STATE
<br />FIRE MARSHALL. A CERTIFICATE OF COMPLIANCE SHALL BE PREPARED BY THE INSTALLER
<br />3. PROVIDE HARD-WIRED SMOKE DETECTORS IN QUANTITIES AND LOCATIONS AS REQUIRED BY THE FIRE
<br />MARSHALL/INSPECTOR..
<br />4. ALL FIRE ALARM WORK AND MONITORING SHALL BE BY OTHERS
<br />DIVISION 9
<br />METAL STUD FRAMING AND GYPSUM BOARD
<br />1. PROVIDE FRAMING COMPONENTS OF SIZES INDICATED TO COMPLY WITH ASTM C 754 . ALL METAL
<br />COMPONENTS TO HAVE G40 HOT-DIP GALVANIZED COATING PER ASTM A 525. PROVIDE SIZES AND GRADES
<br />INDICATED. ALL METAL FASTENERS TO BE CORROSION RESISTANT.
<br />2. ALL METAL WALL STUDS, INCLUDING SMOKE SEALED WALLS SHALL BE 24" ON CENTER, EXTENDING TO
<br />UNDERSIDE OF EXISTING GYP. BD. PLENUM CEILING. WHERE PAINTED GYP. BD. FINISH IS INDICATED, INSTALL
<br />5/8" GYPSUM WALLBOARD SCREWED TO 1/2" RESILIANT CHANNEL FURRING AT 24" O.C., WITH MAXIMUM
<br />SCREW SPACING OF 7". PARTITIONS INDICATED FULL HT. ARE APPROX. 8'-0" HT.
<br />PROVIDE FIRE-RATED SEALANT CONT. AT TOP OF RATED WALLS. ISOLATE STEEL FRAMING FROM BUILDING
<br />STRUCTURE TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. WALLS INDICATED
<br />SMOKE / SOUND SEALED SHALL BE SET ON DOUBLE CONTINUOUS BED SEALANT.
<br />3. STUD WALLS SHALL HAVE CONT. 20 GA. SHEET METAL OR 1
<br />2" PLY BACKING AND HORIZONTAL BLOCKING
<br />WHEREWALL-HUNG CABINETS / EQUIPMENT INDICATED.
<br />PROVIDE 20 GA. STUDS AT ALL DOOR JAMBS.
<br />4. ALL VERTICAL DRYWALL CORNERS / EDGES SHALL BE CONSTRUCTED WITH SQUARE METAL DRYWALL TRIM
<br />BEADS, TO BE COORDINATED WITH PLANT-ON CORNER PROTECTION AS REQUIRED.
<br />5. INTERIOR PARTITIONS: 1 LAYER 5/8" GYPSUM BOARD EACH SIDE 3 5/8" X 25 GAGE METAL STUDS AT 24" ON
<br />CENTER, EXCEPT THAT WATER-RESISTANT GYP. BD. IS REQUIRED AT PLUMBING WALLS. REPAIRS TO
<br />DEMISING WALLS SHALL INCLUDE R-11 INSULATION.
<br />6. ALL DRYWALL SHALL BE FINISHED WITH AN ORANGE PEEL TEXTURE.
<br />SUSPENDED CEILING (NON-RATED OPEN PLENUM)/ T-BAR CEILINGS
<br />7. APPLY ACOUSTICAL SEALANT IN A CONTINUOUS RIBBON CONCEALED ON BACK OF VERTICAL LEGS OF
<br />EDGE MEMBERS, (AS APPLICABLE)
<br />8. PROVIDE CLIPS ETC. FOR ATTACHING HANGERS WITH CAPABILITY TO SUSTAIN A LOAD 10 TIMES THAT OF
<br />CEILING CONSTRUCTION, PER ASTM E 1190. WIRE FOR HANGERS AND TIES: ASTM A 641, CLASS 1 ZINC
<br />COATING, SOFT TEMPER. DO NOT ATTACH HANGERS TO CONC. FLOOR DECK OR STEEL DECK TABS. ATTACH
<br />HANGERS TO STRUCTURAL MEMBERS. SPACE HANGERS MAX. 48" O.C. AND NOT MORE THAN 8" FROM ENDS
<br />OF EACH MEMBER.
<br />9. SUSPENSION SYSTEM FOR INTERIOR CEILINGS: USG ___________________ CEILING SYSTEM SET AT
<br />HEIGHTS SHOWN ON CEILING PLAN, PER ASTM C 645 (MANUFACTURER'S STANDARD DIRECT-HUNG
<br />SUSPENSION SYSTEM FOR SUSPENDED GYPSUM BOARD CEILINGS). MAIN BEAMS AND CROSS FURRING
<br />MEMBERS INCLUDING SEISMIC SPLAY-BRACING AND VERTICAL STRUTS THAT ARE CROSS CONNECTED TO
<br />FORM A MODULAR SUPPORTING NETWORK.
<br />10. CEILING TILES: WHITE 1/2" X 24" X 24" NON-FIRE-RESISTANCE-RATED, WATER-FELTED, MINERAL-BASE TILE:
<br />TYPE III, FORM 2 ACOUSTICAL TILES PER ASTM E 1264 IN ALL T-BAR LOCATIONS, AS '______________________
<br />RABBETED EDGE, OR EQUIVALENT. MATCH EXISTING WHERE POSSIBLE.
<br />11. SUSPENSION SYSTEM FOR INTERIOR CEILINGS: USG SUSPENDED T-BAR CEILING SYSTEM SET AT
<br />HEIGHTS SHOWN ON CEILING PLAN, PER ASTM C 645 (MANUFACTURER'S STANDARD DIRECT-HUNG
<br />SUSPENSION SYSTEM FOR SUSPENDED GYPSUM BOARD CEILINGS). MAIN BEAMS AND CROSS FURRING
<br />MEMBERS INCLUDING SEISMIC SPLAY-BRACING AND VERTICAL STRUTS THAT ARE CROSS CONNECTED TO
<br />FORM A MODULAR SUPPORTING NETWORK.
<br />12. CONTRACTOR TO ENSURE ALL FINISH MATERIALS WILL BE FLUSH AND WASHABLE. INTERIOR FINISH TO
<br />CONFORM TO REQUIREMENTS OF CBC 803.5 FLAME SPREAD INDEX 200 MAX. SMOKE DENSITY RATING 450
<br />MAX. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. ALLOW FOR
<br />3-COLOR INTERIOR PAINT SCHEME
<br />13. ALL FINISHED SURFACES SCHEDULED FOR PAINTING TO BE CLEAN AND FREE OF SURFACE DEFECTS AND
<br />READY FOR PAINTING. ALL DRYWALL TO BE TAPED, FLOATED, SANDED AND FINISHED WITH A _____________
<br />TEXTURE. INTERIOR PAINTING MAY BE APPLIED BY BRUSH, ROLLER, OR SPRAY RIG METHOD ACCORDING TO
<br />MANUFACTURER'S SPECIFICATIONS. PAINT SPECS ARE BASED ON BENJAMIN MOORE OR DUNN EDWARDS
<br />PAINTS, BUT EQUALS ARE ACCEPTABLE (ALL PAINT COLORS TO BE AS SELECTED BY OWNER) AS FOLLOWS:
<br />INTERIOR PAINTS & CLEAR WOOD FINISH:
<br />DRYWALL
<br />PRIMER- PVA (USG DRYWALL PRIMER)
<br />FINISH- 2 COATS BENJAMIN MOORE OR DUNN EDWARDS - LATEX ACRYLIC EGGSHELL ENAMEL
<br />PAINTED WOODWORK
<br />PRIMER - BENJAMIN MOORE OR DUNN EDWARDS -
<br />FINISH- 2 COATS BENJAMIN MOORE OR DUNN EDWARDS -
<br />CLEAR WOOD FINISH
<br />STAIN - 1 COAT, BENJAMIN MOORE OR DUNN EDWARDS-
<br />FINISH - 2 COATS BENJAMIN MOORE OR DUNN EDWARDS -
<br />SAND LIGHTLY BETWEEN COATS
<br />VINYL WALL COVERING
<br />16. WHERE INDICATED, PROVIDE VINYL WALLCOVERING AT SELECTED FOR ACCENT WALLS, ETC. COMPLY
<br />WITH FS CCC-W-408, CLASS A, MEDIUM DUTY MIN. 19 OZ: TYPE II 54" WIDTH.
<br />VERIFY SELECTION WITH OWNER. USE MILDEW RESISTANT, NON-STAINING, STRIPPABLE ADHESIVE
<br />COMPATIBLE WITH COVERING SELECTED.
<br />FLOORING
<br />17. COORDINATE DELIVERY AND INSTALLATION OF GLUE-DOWN COMMERCIAL CARPET AS SPECIFIED IN THE
<br />MATERIALS AND COLOR SCHEDULE. ALLOW SUFFICIENT TIME FOR VERIFICATION THAT ACTUAL SELECTION IS
<br />AVAILABLE. CONTRACTOR SHALL INSTALL SCHEDULE BASE MATERIAL AFTER CARPET INSTALLATION.
<br />18. SHEET VINYL FLOORING SHALL BE COMMERCIAL GRADE PRODUCT, AS SPECIFIED BY OWNER SELECTION:
<br />ALLOW OWNER TO CONFIRM SELECTION PRIOR TO ORDERING.
<br />19. PROVIDE MIN. 3 COATS MANUFACTURER-RECOMMENDED FINISH WAX TO ALL NEW SHEET VINYL FLOORS.
<br />CLEAN AND BUFF FINISHED INSTALLATIONS. (AS APPLICABLE TO FLOORING TYPE)
<br />20. TILE SHALL BE PORCELAIN CERAMIC TILE, AND BORDER TILE OF TYPES LISTED ON FINISH SCHEDULE,
<br />THINSET OVER LEVELLING COMPOUND. ALLOW FOR SETTING OF INDIVIDUAL TILE ACCENTS & LINERS PER
<br />SCOPE OF WORK
<br />21. SUB-CONTRACTORS SHOULD FULLY INFORM THEMSELVES WITH THE WORK INVOLVED AND FIELD
<br />CONDITIONS. ALL SUBSTRATE PREPARATION AND ANY REQUIRED CEMENTITIOUS FEATHERING / FLOATING
<br />SHALL BE INCLUDED.
<br />TEST CONCRETE SLAB SUB-STRATES FOR MOISTURE OFF-GASSING PRIOR TO INSTALLATION OF FLOORING
<br />AND PROVIDE MANUF. RECOMMENDED SEALANTS WHERE EXCEEDING INDUSTRY AND MANUF. MAX.
<br />RECOMMENDED MOISTURE LEVELS.
<br />22. WHERE INDICATED PROVIDE TILE COVED BASE. ENSURE TIGHT FIT AT JUNCTION OF FLOOR AND WALLS.
<br />PROVIDE 4" RUBBER BASE FOR OTHER TOP-SET INSTALLATIONS AT ALL AREAS SCHEDULED FOR CARPET
<br />(WAITING ROOM, HALLWAYS ETC.).
<br />23. PROVIDE MIN. 2 COATS MANUFACTURER-RECOMMENDED SEALANT TO ALL GROUT JOINTS AND
<br />NATURAL STONE FLOORING. CLEAN AND MOP FINISHED INSTALLATIONS.
<br />DIVISION 10
<br />SPECIALTY PRODUCTS
<br />25. SCHEDULE OF BATHROOM SPECIALTIES:
<br />A. GRAB BARS 36" X 1 1/2" DIA.S/STEEL; BOBRICK # B6206X36, OR EQUAL
<br />B. GRAB BARS 42" X 1 1/2" DIA.S/STEEL; BOBRICK # B6206X42, OR EQUAL
<br />C. TOILET PAPER HOLDER
<br />D. LIQUID SOAP DISPENSER
<br />E. MIRROR 30" X 36"
<br />F. TOWEL DISPENSER
<br />G. LAVATORY TRAPS/ PIPE INSULATION TRUEBRO INC. PRE-MOULDED PIPE WRAP (WHITE) HANDI LAV-GUARD"
<br />OR EQUAL
<br />STORM WATER QUALITY NOTES- CONSTRUCTION BMPs
<br />This project shall comply with all current requirements of the State Permit; California Regional Water Quality Control Board
<br />(SDRWQCB}, San Diego Municipal Storm Water Permit, The City of San Diego Land Development Code, and the Storm
<br />Water Standards Manual.
<br />PRIOR TO ANY SOIL DISTURBANCE, TEMPORARY SEDIMENT CONTROLS SHALL BE INSTALLED BY THE
<br />CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW:
<br />1. ALL REQUIREMENTS OF THE CITY OF SAN DIEGO "STORM WATER STANDARDS MANUAL" MUST BE
<br />INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED GRADING/IMPROVEMENTS
<br />CONSISTENT WITH THE APPROVED STORM WATER
<br />POLLUTION PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL PLAN (WPCP) FOR
<br />CONSTRUCTION LEVEL BMPS AND, IF APPLICABLE, THE STORM WATER QUALITY MANAGEMENT PLAN (SWQMP)
<br />FOR POST-CONSTRUCTION BMPS.
<br />2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLET PROTECTION . INLET
<br />PROTECTION IN THE PUBLIC RIGHT-OF-WAY MUST BE TEMPORARILY REMOVED PRIOR TO A RAIN EVENT TO
<br />ENSURE NO FLOODING OCCURS AND REINSTALLED AFTER RAIN IS OVER.
<br />3. ALL CONSTRUCTION BMPS SHALL BE INSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE DURATION
<br />OF CONSTRUCTION .
<br />4. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING, AREAS FOR WHICH THE
<br />CONTRACTOR OR QUALIFIED CONTACT PERSON CAN PROVIDE EROSION AND SEDIMENT CONTROL
<br />MEASURES.
<br />5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE
<br />AWARE OF ALL STORM WATER BMPS AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE
<br />APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, CIVIL
<br />PENALTIES, AND/OR STOP WORK NOTICES.
<br />6. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT,
<br />DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WITHIN STORM DRAIN SYSTEM DUE TO
<br />CONSTRUCTION VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY.
<br />7. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING STORM WATER CONVEYANCE SYSTEMS FROM
<br />SEDIMENTATION,
<br />CONCRETE RINSE, OR OTHER CONSTRUCTION-RELATED DEBRIS AND DISCHARGES WITH THE APPROPRIATE
<br />BMPS THAT ARE ACCEPTABLE TO THE CITY RESIDENT ENGINEER AND AS INDICATED IN THE SWPPP/WPCP
<br />8. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND MUD FROM ALL
<br />DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER EACH RAIN EVENT OR PRIOR TO THE
<br />NEXT RAIN EVENT, WHICHEVER IS SOONER.
<br />9. IF A NON-STORM WATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL IMMEDIATELY STOP THE
<br />ACTIVITY AND REPAIR THE DAMAGES. THE CONTRACTOR SHALL NOTIFY THE CITY RESIDENT ENGINEER OF
<br />THE DISCHARGE PRIOR TO RESUMING CONSTRUCTION ACTIVITY. ANY AND ALL WASTE MATERIAL, SEDIMENT,
<br />AND DEBRIS FROM EACH ~ON-STORM \NATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN
<br />CONVEYANCE SYSTEM AND PROPERLY DISPOSED OF BY THE CONTRACTOR. '
<br />10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES. ALL
<br />NECES·SARY MATERIALS
<br />SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID DEPLOYMENT OF
<br />CONSTRUCTION BMPS WHEN RAIN IS IMMINENT.
<br />11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO
<br />'vVORKING ORDER YEAR-ROUND .
<br />12. THE CONTRACTOR SH.A.LL INSTALL ADDITIONAL EROSION AND SEDIMENT SEDIMENT CONTROL MEASURES
<br />DUE TO UNFORESEEN CIRCUMSTANCES TO PREVENT NON-STORM WATER AND SEDIMENT LADEN
<br />DISCHARGES.
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
<br />PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION .
<br />14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL
<br />BE INSTALLED AND
<br />MAINTAINED. ALL EROSION AND SEDIMENT CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY
<br />DOCUMENTED AND INSTALLED TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER.
<br />15. AS NECESSARY, THE CITY RESIDENT ENGINEER SHALL SCHEDULE MEETINGS FOR THE PROJECT TEAM
<br />(GENERAL CONTRACTOR. QUALIFIED CONTACT PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY,
<br />ENGINEER OF WORK, OWNER/DEVELOPER, AND THE CITY RESIDENT ENGINEER) TO EVALUATE THE
<br />ADEQUACY OF THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS RELATIVE TO
<br />ANTICIPATED CONSTRUCTION ACTIVITIES .
<br />16. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CONDUCT VISUAL INSPECTIONS AND MAINTAIN
<br />ALL BMPS DAILY AND AS NEEDED. VISUAL INSPECTIONS AND MAINTENANCE OF ALL BMPS SHALL
<br />BE CONDUCTED BEFORE, DURING, AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY
<br />PROLONGED RAIN EVENT. THE CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE
<br />AS SAFETY ALLOWS.
<br />17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE AND EXITS SHALL BE
<br />CONSTRUCTED IN ACCORDANCE WITH CASQA FACT SHEET TC-1 OR CAL TRANS FACT SHEETIC-01 TO
<br />PREVENT TRACKING OF SEDIMENT AND
<br />OTHER POTENTIAL POLLUTANTS ONTO PAVED SURFACES AND TRAVELED WAYS. WIDTH SHALL BE 10' OR THE
<br />MINIMUM NECESSARY TO ACCOMMODATE VEHICLES AND EQUIPMENT WITHOUT BY-PASSING THE ENTRANCE.
<br />(a) NON-STORM WATER DISCHARGES SHALL BE EFFECTIVELY MANAGED PER THE SAN DIEGO MUNICIPAL
<br />CODE cHAPTER4, ARTICLE 3, DIVISION 3"STORM WATER MANAGEMENT AND DISCHARGE CONTROL"
<br />600 S Harbor Blvd
<br />3/17/2025
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