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HomeMy WebLinkAbout3749-7A. GENERAL NOTES 1. IDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. 2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS AS SHOWN ON THE DRAWING AND SPECIFIED HEREIN. 3. PLAN VERIFICATION: THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISH CONSTRUCTION PRODUCT. THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEWALL DOCUMENTS THROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. 4.ICL ENSE: THE CONTRATOR SHALL BE A CALIFORNIA LICENSED CONTRACTOR. 5. UNIFORM BUILDING CODE: ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING CODES AND ORDINANCES. 6. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. 9. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. 10. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 11. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE CLARIFICATION OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNDER OR GOVERNING AUTHORITY. 12. LIABLE FOR DAMAGE: THE CONTRACTOR MALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. 13. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 14. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. 15. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 16. MATERIALS: ALL MATERIAL AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED. CONTRACTOR SHALL ALLOW AT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT OF ORDER UNTIL DELIVERY ON ANY SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS. 17. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 18. GUARANTEE: ALL WORK PERFORMED BY CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE TIME OF COMPLETION AS DIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN. B. FIELD OBSERVATIONS 1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTADING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION, FAILURE TOUSE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. 2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT CONTRACTOR'S EXPENCSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. 3. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. PRE -JOB MEETING ON SITE - PRIOR TO COMMENCEMENT OF WORK B. DURING SOIL PREPARATION FOR PLANTING AND IRRIGATION. C. CONSTRUCTION STAKING AND LAYOUT OBSERVATION. D. ROUGH CONSTRUCTION PROGRESS OBSERVATION (FORMING, ETC.). E. AT COMPLETION OF SOIL PREPARATION. F. PRESSURE TEST IRRIGATION, MAINS AND LATERALS. G. COVERAGE OF IRRIGATION SYSTEM. H. COMPLETION OF WEED CONTROL. I. PLANT MATERIAL SPOTTING CHECK. J. GRADING CHECK PRIOR TO GROUNDCOVER. K. COMPLETION OF PLANTING. L. 30,60 & 90 -DAY MAINTENANCE INSPECTIONS. M. FINAL OBSERVATION/PROJECT CERTIFICATION. C. DRAINAGE NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF A SUBSURFACE DRAINAGE SYSTEM. 2. LICENSE: THE DRAINAGE CONTRACTOR SHALL BE A C-27 LICENSED LANDSCAPE CONTRACTOR OR LICENSED PER APPROPRIATE LOCAL CODES. 3. UNIFORM BUILDING CODE: ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 4. APPROVALS /CERTIFICATIONS ; : THE CONTRACTOR SHALL INITIATE AND COORDINATE THROUGH THE OWNER ALL REQUIED AGENCY APPROVALS. CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OWNER'S ENGINEER FOR LINE AND GRADE INSPECTION. 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6. UTILITIES: CONTRACTOR SHALL LOCATE AND TAKE ALL PRECAUTIONS NECESSARY TO PREVENT UNDERMINING AND DAMAGE TO EXISTING UTILITIES. 7. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE (IRRIGATION, EXISTING DRAINAGE, ELECTRICAL, ETC.) INFRINGING WITH DRAIN AND DRAIN LINE LOCATIONS BEFORE STARTING WORK. 8. TRENCHING: PIPE TRENCH SHALL BE EXCAVATED STRAIGHT AND TRUE TO GRADE. IN GENERAL THE TRENCH WIDTH SHOULD NOT EXCEED THE DIAMETER OF THE PIPE PLUS TWO FEET. TRENCH BOTTOM SHALL BE GRADED AND PREPARED TO PROVIDE A FIRM AND UNIFORM BEARING SURFACE THROUGHOUT ENTIRE LENGTH OF PIPE. 9. SUBGRADE: ALL SUBGRADE STABILIZERS FOR SUBSURFACE DRAINAGE SYSTEM SHALL BE PER STRUCTURAL SOILS REPORT. 10. WALES: SWALE LINE SHALL HAVE A 2% MINIMUM PITCH CONTINUALLY TO THE DRAIN INLET TO THE CATCH BASIN OR DISCHARGE POINT. SWALES SHALL HAVE A GENTLE UNIFORM CROSS PITCH WITHOUT ANY UNEVEN OR ABRUPT TRANSITIONS. 11. DRAINS: DRAIN INLETS OR CATCH BASIN SHALL BE LOCATED AT SWALE LOW POINTS. ALL AREA DRAINS, CATCH BASINS, ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. 12. DRAIN LINES: ALL DRAIN LINES SHALL BE 4" DIAMETER (UNLESSOTHERWISE SPECIFIED BY OWNER) SDER 35, OR APPROVED BY LANDSCAPE ARCHITECT. NON -PERFORATED TUBING, SOLVENT WELD ALL CONNECTIONS. ALL DRAIN LINES ON SLOPES TO BE SCHEDULE 40 PVC OR APPROVED BY LANDSCAPE ARCHITECT. ALL DRAINAGE PIPE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL CHANGES IN DIRECTION IN THE DRAIN LINE SHALL BE WITH 45 DEGREE ANGLE FITTINGS. INSTALL DRAIN LINE 12" BELOW FINISH GRADE MINIMUM, EXCEPT WHERE DRAIN LINES DAYLIGHT AT CURB. INVERT OF CURB DRAINS SHALL BE LOCATED MINIMUM OF V ABOVE GUTTER FLOW LINE,AND SHALL HAVE A MINIMUM CLEARANCE OF TWO INCHES TOPOF CURB AND TERMINATE AT LEAST V BACK OF CURB FACE.DRAIN LINES SHALL BE INSTALLED WITH A!% SLOPE FROM THE DRAIN INLET TO THE DRAIN OUTLET. 13. CONNECTIONS: ALL SUBSURFACE AND SURFACE DRAINAGE SYSTEMS SHALL BE CONTAINED WITHIN THE PROPERTY IT SERVES. ALL DRAIN INLETS SHALL BE CONNECTED TO A CENTRALIZED SYSTEM WITH DRAIN OUTLET WHICH EXITS AT CURB FACE OR CONNECTS INTO STORM DRAIN SYSTEM PER CIVIL ENGINEER. 14. BACKFILLING: ALL BACKFILLING SHALL BE DONE IN ACCORDANCE WITH STRUCTURAL SOILS REPORT. 15. INSTALLATION UPKEEP: INTERIOR OF PIPE SHALL BE THROUGHLY CLEANED OF ALL FOREIGN MATTER PRIOR TO, DURING AND AFTER INSTALLATION. CONTRACTOR SHALL MAINTAIN THE PROJECT SITE THROUGHOUT THE PROGRESS OF THE WORK IN A REASONABLE, DRY WORKABLE CONDITION FREE OF SURFACE WATER. 16. DEFECTS: ALL DEFECTS IN DRAINAGE SYSTEM SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. D. CONCRETE NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL CONCRETE FLATWORK INDICATED ON THESE PLANS. 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. LICENSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CONCRETE IS APPURTENANT TO LANDSCAPE WORK. 4. UNIFORM BUILDING CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDTIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, (IRRIGATION, DRAINAGE, ELECTRICAL ETC.), BENEATH OR EMBEDDED IN CONCRETE BEFORE STARTING WORK. 7. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER THE SUPERVISION OF A SOILS ENGINEER. 8. SUBGRADE: ALL SUBGRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC., AND THEIR COMPACTION SHALL BE PER STRUCTURAL SOILS ENGINEER SPECIFICATIONS. 9. ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR CONCRETE SHALL BE CLEAN, NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C33. 10. WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 11. CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT OF ASTM C-150, TYPE 1 OR TYPE 11. CEMENT SHALL BE OF THE SAME BRAND AND TYPE USED THROUGHOUT THE PROJECT. 12.IM XING: PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQURED PLASTICITY AND STRENGTH SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE ACI MANUAL OF CONCRETE PRACTICE AND THE PCA "DESIGN AND CONTROL OF CONCRETE MIXTURES". 13. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 DAYS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150. 14. CONCRETE FORMS: OWNER AND LANDSCAPE ARCHITECT SHALL APPROVE ALL CONCRETE FORMS PRIOR TO POURING FLATWORK. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS, PLUMB AND TRUE TO LINE AND GRADE. FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO MAINTAIN POSITION AND SHAPE DURING PLACING OF REINFORCING AND CONCRETE. FORMS SHALL BE THOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED AND FORMS SHALL BE REMOVED WITHOUT DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING, REINFORCING, MIXING AND PLACING ALL CONCRETE EXPOSED IN FINISH WORK TO OBTAIN SMOOTH, EVEN SURFACES OF DENSE CONCRETE, AND CLEAN SHARP INSIDE AND OUTSIDE CORNERS. FORMS SHALL REMAIN IN PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. 15. CONCRETE REINFORCING STEEL: CONCRETE, AS INDICATED PER PLANS, WITH STEEL SHALL BE GRADE 60, DEFORMED BILLET STEEL CONFORMING TO ASTM A-615. LOCATE IN CENTER OF POUR TYPICAL WITH 2' MINIMUM CLEAR ALL EDGES. 16. WIRE MESH REINFORCEMENT: CONCRETE, AS INDICATED PER PLANS, TO HAVE 6 X 6 #10 WELDED WIRE MESH OR STEEL AS REQUIRED BY STRUCTURAL ENGINEER. LOCATE IN CENTER OR POUR TYPICAL WITH 2" MINIMUM CLEAR ALL EDGES. 17. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL HAVE A MINIMUM THICKNESS OF 4". ALL THICKENED EDGES FOR CONCRETE FLATWORK SHALL BE PER PLANS. A 1/2" RADIUS, OR PER PLANS, SHALL BE PROVIDED AT ALL EXPOSED EDGES AND/OR CORNERS. 18. CONCRETE FINISH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADE AND TO A UNIFORM SURFACE. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLAN. ALL NATURAL CONCRETE WITH MEDIUM BROOM FINISH. 19. BROOM FINISH: BROOM FINISH (WHERE INDICATED ON DRAWINGS), AFTER FINISH TROWELING, DRAW THE FOLLOWING BROOM TYPES ACROSS PERPENDICULAR TO TRAFFIC FLOW OR IN THE DIRECTION AS INDICATED ON THE DRAWINGS. FINE BROOM - FINE OR SOFT TEXTURED BRISTLES " MEDIUM BROOM - MEDIUM STIFF BRISTLES " HEAVY BROOM - COARSE OR STIFF BRISTLES 20. ROCK SALT FINISH: APPLY ROCK SALT EVENLY OVER ENTIRE SURFACE JUST PRIOR TO FINISH TROWELING. PRESS SALT INTO THE SURFACE WITH TROWEL OR ROLLER SO THAT SALT IS EMBEDDED JUST BELOW SURFACE LEAVING THE TOPS OF THE CRYSTALS EXPOSED. ALLOW CONCRETE TO CURE. FINISH SHALL BE LIGHT, MEDIUM OR HEAVY PER DIRECTION OF LANDSCAPE ARCHITECT. 21. RETARDANT FINISH: CONCRETE SURFACE SHALL BE EXPOSED USING LITHACHROME CONCRETE SURFACE RETARDER OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AGGREGATE FOR CONCRETE 60-40 PEA GRAVEL BLEND. 22. COLORED CONCRETE: COLORS PER CONSTRUCTION PLAN OR FINISH SCHEDULE. COLORS SHALL BE OF THE INTEGRAL TYPE MANUFACTURED BY L.M. SCOFIELD COMPANY OR APPROVED EQUAL. SURFACES DIRECTED BY LANDSCAPE ARCHITECT SHALL BE SEALED WITH LITHOCHROME COLORWAX OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OFMANUFACTURE. 23. STAMPED CONCRETE: CONTRACTOR SHALL INSTALL STAMP CONCRETE PATTERNS TO CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AND SHALL USE MANUFACTURER'S RECOMMENDED PATTERNS, TOOLS AND FORMS. CONTRACTOR SHALL USE RUBBER STAMPS OR AS APPROVED BY LANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH CONCRETE COLOR AND BE APPLIED PER MANUFACTURE'S RECOMMENDATIONS RELEASE AGENTS, AS PER PLANS, SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. 24. CONCRETE SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A 2'x 2' SAMPLE OF ALL CONCRETE FINISHES & STAMP PATTERNS AS PER PLANS. SAMPLES SHALL BE PPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING FLATWORK. 25. CURING: CURE CONCRETE IN ACCORDANCE WITH REQUIREMENTS OF THE CURRENT ACI MANUAL OF CONCRETE PRACTICE. 26. POSITIVE DRAINAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE, WITHOUT PONDING ON ALL CONCRETE SURFACES. ALL CONCRETE FLATWORK SHALL SLOPE MINIMUM 1% AWAY FROM BUILDINGS, WALLS ETC. IN THE DIRECTION OF SITE DRAINAGE. 27. CONCRETE JOINTS: CONTRACTOR SHALL INSTALL JOINTS AS NOTED OR PER STRUCTURAL ENGINEERS SPECIFICATIONS. CONCRETE WALKS, (L -ESS THAN 8" - V): A TOOLED CONTROL JOINT, AT 1/4 DEPTH OF CONCRETE, SHALL BE PLACED 5' - 0" O.C. MAX., AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED 20'-O" O.C. MAX. CONCRETE PAVING: A TOOLED CONTROL JOINT, AT 1/4 DEPTH OF CONCRETE, SHALL BE PLACED AT PLUS/MINUS 40 SQ. FEET MAXIMUM, ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED AT PLUSIMINUS 160 SQ. FT. MAX. 28. ADJOINING EXISTING CONCRETE SURFACES: CONCRETE DESIGNATED ON PLANS TO MEET ALL EXISTING CONCRETE WALKS, DRIVEWAYS ETC. SHALL BE FLUSH AND INCLUDE AN EXPANSION JOINT BETWEEN THE SURFACES. 29. DEFECTS: ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. E. MASONRY NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO CONSTRUCT MASONRY STRUCTURES INDICATED ON THESE PLANS. 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. LICENSE: THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF MASONRY IS APPURTENANT TO LANDSCAPE WORK. 4. UNIFORM BUILDING CODE: ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE, MASONRY DESIGN MANUAL AND ALL APPLICABLE GOVERNING AGENCIES. 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6.R : CONTRACTOR COO DINATION R SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OR EMBEDDED IN MASONRY WALLS BEFORE STARTING WORK. 7. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER THE DIRECTION OF A SOILS ENGINEER. 8. ROCKAND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR MASONRY SHALL BE CLEAN NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C-144 AND C-404. 9.WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 10. CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE I OR TYPE II. 11. CONCRETE BLOCK: MASONRY UNITS SHALL BE TYPE 11 UNITS CONFORMING TO ASTM C-90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION OF CALIFORNIA. SIZE, TEXTURE & COLOR SHALL BE SHOWN ON DRAWINGS. 12. EXECUTION: LAY MASONRY IN STRAIGHT COURSES IN RUNNING BOND, TRUE TO PLANE AND PLUMB WITHIN 1/8 INCH IN 10 FEET. FACES OF MASONRY UNITS SHALL BE ALL IN ONE PLANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/8 INCH THICK. TOOL ALL JOINTS FLUSH. CUT UNITS WITH MASONRY SAW. 13. MORTAR: MORTAR SHALL BE TYPE 'S' AND CONFORM TO ASTM C-270. UNIFORMLY MIX IN THE RATIO 1 PART PORTLAND CEMENT TO 1/2 PART HYDRATED LIME TO 3 PARTS SAND. MORTAR TO MATCH COLOR OF BLOCK OR PER PLAN. 14. GROUT: GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME, 1 PART CEMENT, 3 PARTS SAND, OR 1 PART CEMENT, 3 PARTS SAND, 2 PARTS PEAGRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSION STRENTH OF 2,000 P.S.I. @ 28 DAYS. 15. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENTH OF 2,000 P.S.I. AT 28 DAYS OR PER STRUCTURAL ENGINEER'S RECOMMENDATIONS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150. 16. MASONRY REINFORCING STEEL: STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 EXCEPT THAT 1/4" TIES MAY BE PLAIN BARS. WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-82. 17. REBAR: ACCURATELY PLACE REINFORCING STEEL AS SHOWN ON THE DRAWINGS OR PER STRUCTURAL ENGINEER, POSITIVELY SECURED AND SUPPORTED, NOT EXCEEDING 200 BAR DIAMETERS. IN SUCH A MANNER THAT NO MOVEMENT OCCURS WHEN GROUT IS POURED. REINFORCING AND THE WIRES SHALL BE EMBEDDED IN THE GROUT. LENGTH OF LAPPED SPLICE SHALL BE A MINIMUM OF 40 BAR DIAMETERS FOR TENSION, 30 BAR DIAMETERS FOR COMPRESSION, OR AS PER STRUCTURAL ENGINEER RECOMMENDATIONS. THE THICKNESS OF THE GROUT BETWEEN MASONRY UNITS AND REINFORCING SHALL BE A MINIMUM OF 1/4" INCH FOR FINE GROUT AND 1/2 INCH MINIMUM FOR COURSE GROUT. 18.FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZI= AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. 19. WELDING: WELDING OF REINFORCHING STEEL SHALL CONFORM TO AWS D12-1 AND REQUREMENTS OF THE AMERICAN WELDING SOCIETY. 20. GROUTING: ALL MASONRY SHALL BE REINFORCED, GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS ETC. GROUT CELLS BELOW GRADE SOLID. ALL REINFORCEMENT, BOLTS ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". 21. BELOW GRADE CONSTRUCTION: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO GRADES PER PLAN (OR PER CIVIL ENGINEER), FINISH GRADE FOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE AND CONNECTED TO DRAINAGE SYSTEM OR STREET, WATERPROOFING ALL WALLS BELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. FILL SOIL PER STRUCTURAL ENGINEER WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING BACKFILL OPERATION. 22. EXPANSION JOINTS: CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AT CORNERS AND AT 30'- 0" ON CENTER OR AS REQURIED BY GOVERNING AGENCY. 23. SURPLUS SOIL: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING ALL 'SPOILS' OR SURPLUS SOIL ON SITE AS A RESULT OF MASONRY WORK. 24. MASONRY SAMPLE: CONTRACTOR SHALL PROVIDE TO OWNER A 4' x 6' SAMPLE PANEL OF ALL MASONRY WALL TYPES ON PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 25. STUCCO APPLICATION: ALL STUCCO WORK SHALL CONFORM TO LATHING AND PLASTERING REFERENCE SPECIFICATIONS" OF THE CALIFORNIA LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION, INC. AND STANDARDS FOR PUBLIC WORK CONSTRUCTION. STUCCO APPLICATION SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. 26. PLASTER PROPORTIONS: PLASTER FINISH TO INCLUDE: SCRATCH COAT - 3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND 4 PARTS DAMP LOOSE SAND BROWN COAT - 3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND UP TO 5 PARTS DAMP LOOSE SAND COLOR FINISH COAT - 1/8" THICK PORTLAND CEMENT PLASTER MIX WITH WATER ONLY PORTLAND CEMENT PLASTER MIX INCLUDES: 1 PART PORTLAND CEMENT 1/4 PART HYDRATED LIME WATERPROOFING ADMIXTURE (PER MANUFACTURE'S SPECS.) 27. PLASTER FINISH: ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER. CONTRACTOR SHALL SUPPLY A 2'x 2' SAMPLE OF ALL PLASTER FINISHES FOR OWNER'S APPROVAL. 28. WATERSEAL: APPLY WATER SEALER TO ALL PLASTER FINISHES UNLESS OTHERWISE APPROVED IN WRITING BY OWNER. 29. MASONRX VENEERML,E: ALL TILE, BRICKS, PAVERS, PRECAST CONCRETE VENEER AND CAPS SPECIFIED ON PLANS TO BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS. 30. SPECIAL,..MASONRY_WALL-MATE-RIALS: ALL SPECIAL WALL MATERIALS, FOAM ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. 31. DEFFECTS: ALL DEFECTS IN MASONRY WORK SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. F. CARPENTRY NOTES 1. PLAN -VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 2.ICL ENSE: THE CARPENTRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED CARPENTRY CONTRACT OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CARPENTRY IS APPURTENANT TO LANDSCAPE WORK. 3. UNIFORM BUILDING CODE: ALL CARPENTRY CONSTRUCTION SHALL CONFORM TO THE APPLICABLE EDITION OF THE UNIFORM BUILDING CODE AND ALL GOVERNING AGENCY CODES. 4. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 5. DELIVERY AND STORAGE: ALL MATERIALS, IN SO FAR AS IS PRACTICAL, SHALL BE DELIVERED TO THE SITE IN THE MANUFACTURER'S ORIGINAL CONTAINERS AND SHALL BEAR THE TRADEMARKS AND NAMES THEREOF. GRADE MARK SHALL BE STAMPED ON ALL STANDARD YARD -DIMENSION LUMBER OR CERTIFIED FOR COMPLIANCE. EACH PIECE OF TREATED LUMBER SHALL BE STAMPED. LUMBER SHALL BE CAREFULLY STACKED TO PREVENT WARPING AND SHALL BE KEPT DRY. 6. CONNECTIONS: MEMBERS SHALL BE ACCURATELY CUT AND FITTED AND SOLIDLY FASTENED TOGETHER TO PRODUCE PLUMB, LEVEL AND RIGID CONSTRUCTION. SLICING OF FRAMING MEMBERS BETWEEN SUPPORTS IS PROHIBITED. FACES OF ALL MEMBERS SHALL BE INSTALLED IN EVEN TRUE PLANES. NAILING, SPIKING AND BOLTING SHALL BE DONE IN ACCORDANCE WITH UNIFORM BUILDING CODE. METAL CONNECTORS AND JOIST HANGERS SHALL BE LOCATED WHERE SHOWN OR PER UNIFORM BUILDING CODE. DRILL HOLES FOR BOLTS THE SAME DIAMETER AS THE BOLT SHANK PLUS 1/16 INCH. PROVIDE WASHER UNDER BOLT HEADS AND NUTS. ALL THROUGH BOLTS LENGTHS ARE TO BE W IbTH OF MEMBERS PLUS 1" OR SIZE PER PLAN. LAG SCREWS ARE NOT TO BE DRIVEN. DRILL HOLES FOR LAGS FIRST TO DIAMETER AND DEPTH OF THREAD, FOLLOWED BY DRILLING TO 75% OF SHANK DIAMETER AND DEPTH OF THREAD. WOOD SCREWS SHALL NOT BE DRIVEN. PROVIDE SUB -DRILLED HOLES FOR ALL SCREWS OR USE SELF -DRILLING SCREWS. TIGHTEN BOLTS AND SCREWS AT INSTALLATION AND RETIGHTEN JUST PRIOR TO COMPLETION OF PROJECT. ALL CONNECTIONS NOT DESIGNATED ON PLANS SHALL BE PER UNIFORM BUILDING CODE S129 NAIL AND CONNECTION SCHEDULES. 7. LUMBER -QUALITY: ALL LUMBER TO BE DOUGLAS FIR, GRADE NO. 1 SELECT, SMOOTH FOUR SIDES, UNLESS OTHERWISE NOTED PER PLANS. ALL LUMBER SHALL BE IDENTIFIED AS TO SPECIES, GRADE, AND STAMPED BY WEST COAST LUMBER INSPECTION BUREAU. 8. PRESSURE TREATED -LUMBER: ALL WOOD BEARING ON CONCRETE MASONRY, ON OR BURIED INTO GRADE, OR SPECIFIED PER PLANS SHALL BE PRESSURE TREATED DOUGLAS FIR NUMBER 2 UNLESS OTHERWISE NOTED. 9. HARDWARE: ALL NAILS, CONNECTORS, OR OTHER HARDWARE SHALL BE HOT DIPPED GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PAINT ALL HARDWARE (PER PAINTING AND STAINING NOTES) TO MATCH WOOD FINISH. 10. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. 11.EFFECTS: ALL DEFECTS IN CARPENTRY WORK SHALL BE CORRECTED THROUGH GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. G. TUBULAR STEEL / METAL NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL TUBULAR STEEL / METAL WORK INDICATED ON THESE PLANS. 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3.ICL ENSE: THE TUBULAR STEEL CONTRACTOR SHALL BE A C-23 CALIFORNIA LICENSED TUBULAR STEEL FENCE CONTRACTOR. 4. UNIFORM BUILDING CODE: ALL CONCRETE CONSTRUCTUION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6. WORKMANSHIP: ALL TUBULAR STEEL WORK SHALL BE PLUMB, STRAIGHT AND TO LINE AND HEIGHT, LEVEL WITH ACCURATE ANGLE AND SURFACES AS INDICATED ON DRAWINGS. 7. MATERIAL_STANDARDS: ALL METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCE. STEEL BARS, PLATES, ETC. SHALL CONFORM TO ASTM A-36. 8. W_ LADING: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. WELD ALL CONNECTIONS CONTINUOUS AND SOLID. GRIND ALL WELDS SMOOTH. 9.00� TINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. 10. CAPS: CONTRACTOR SHALL CAP ALL EXPOSED ENDS OF TUBING. 11.PAINT: ALL EXPOSED SURFACES TO BE PAINTED WITH 1 COAT OXIDE BASE PRIMER AND PAINTED WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR AND FINISH PER DRAWINGS. 12. CLANG: AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO RECEIVE FINISH COATS. 13. DEFECTS: ALL DEFECTS IN TUBULAR STEEUMETAL WORK SHALL BE CORRECTED THROUGH THE GUARANTEE HEREIN, AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. H. PAINTING AND STAINING NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE SANDING, PRIMING, PAINTING OR STAINING OF ALL MATERIALS INDICATED ON THESE PLANS. 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE IMMEDIATELY ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. UNIFORM BUILDING CODE: ALL PAINTING AND STAINING SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 4. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 5. MATERIALS: ALL PAINTS AND STAINS SHALL BE AS INDICATED ON DRAWING AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL PAINT SHALL MEET THE REQUIREMENTS OF THE APPROPRIATE AIR POLLUTION CONTROL DISTRICT. PAINT SHALL BE HOMOGENOUS, FREE OF CONTAMINANTS AND OF A CONSISTENCY SUITABLE FOR THE USE FOR WHICH IT IS SPECIFIED. THE PIGMENT SHALL BE PROPERLY DISPERSED THROUGHOUT THE MATERIAL SUCH THAT THE PIGMENT DOES NOT SETTLE APPRECIABLY, DOES NOT CAKE OR THICKEN IN THE CONTAINER, OR BECOME GRANULAR OR CURDLED. 6. DELIVERY: PAINT MATERIALS SHALL BE DELIVERED TO THE WORK SITE IN NEW, UNOPENED, AIRTIGHT CONTAINERS, APPROPRIATELY IDENTIFIED WITH THE MANUFACTURER'S NAME, DATE OF MANUFACTURE, TYPE OF PAINT OR PAINT MATERIAL AND LOT OR BATCH NUMBER. 7. EXECUTION: PAINT SHALL BE APPLIED ONLY ON THOROUGHLY DRY SURFACES AND DURING PERIODS OF FAVORABLE WEATHER. SURFACES TO BE PAINTED OR STAINED SHALL BE FREE FROM DUST, GREASE, OR OTHER DELETERIOUS SUBSTANCES THAT WOULD PREVENT BONDING. 8. APPLICATION: PAINTING SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND IN ACCORDANCE WITH ALL CODES AND REGULATIONS. UNLESS OTHERWISE SPECIFIED, PAINT SHALL BE APPLIED BY BRUSH, ROLLER OR SPRAY METHODS. FINSIHED SURFACES SHALL BE UNIFORM AND FREE OF DEFECTS (DRIPS, RUNS BRUSH MARKS, THIN AREAS, ETC.). 9. PAINTING LUMBER: UNLESS OTHERWISE SPECIFIED, ALL NEW LUMBER REQUIRING PAINTING SHALL CONSIST OF A PRIMER AND TWO FINISH COATS FOR WOOD STRUCTURES. WOOD SURFACES DESIGNATED TO BE PAINTED SHALL BE CLEANED. WHEN PERMITTED BY THE JOB SUPERINTENDENT, THE FIRST COAT OF PAINT MAY BE APPLIED PRIOR TO ERECTION. AFTER THE FIRST COAT HAS DRIED AND THE LUMBER IS IN PLACE, ALL CRACKS, CHECKS, NAIL HOLES, ETC. SHALL BE PUTTIED FLUSH WITH THE SURFACE AND ALLOWED TO DRY BEFORE THE SECOND COAT IS APPLIED. SKIPS, HOLIDAYS, THIN AREAS OR OTHER DEFICIENCIES IN ANY ONE COAT OF PAINT SHALL BE CORRECTED BEFORE THE SUCCEEDING COAT IS APPLIED. THE SURFACE OF ANY PAINT COAT BEING COVERED SHALL BE FREE OF DELETERIOUS MATERIAL BEFORE ADDITIONAL PAINT IS APPLIED. 10. SURFACE PREPARATION FOR PAINTING GALVANIZED SURFACES: GALVANIZED SURFACES SHALL BE PREPARED FOR PAINTING BY HAND SCRAPING OR WIRE BRUSHING. AFTER HAND CLEANING, ALL GALVANIZED SURFACES SHALL BE CLEANED BY SOLVENT CLEANING PROCEDURES FOR REMOVING DETRIMENTAL FOREIGN MATTER SUCH AS OIL, GREASE, SOIL, ETC. AFTER WASHING, ALL AREAS SHALL BE ROUGHENED BY ABRASIVE BLASTING. GALVANIZING SHALL NOT BE REMOVED BY THIS OPERATION. 11. EXISTING WOOD SURFACE PREPARATION: WOOD SURFACES SHALL BE PREPARED FOR PAINTING BY REMOVING ALL CRACKED OR PEELED PAINT, LOOSE CHALKY PAINT, DIRT AND OTHER FOREIGN MATTER BY WIRE BRUSHING, SCRAPING, SANDING OR OTHER APPROVED MEANS IMMEDIATELY PRIOR TO PAINTING. ALL SURFACES SHALL BE WIPED OR DRY BRUSHED TO REMOVE ANY DUST OR CHALKY RESIDUE THAT MAY RESULT FROM CLEANING OPERATIONS. ALL WOOD DESIGNATED TO BE PAINTED SHALL BE THOROUGHLY DRY BEFORE PAINT IS APPLIED. 12. FINISH SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A SAMPLE OF ALL PAINTS AND STAIN COLORS AS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT. 13.EFA ECTS: THE CONTRACTOR SHALL PROTECT ALL PARTS OF THE STRUCTURE OR ADJACENT IMPROVEMENTS AGAINST DISFIGUREMENT AS A RESULT OF ITS PAINTING OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO VEHICLES, PERSONS OR PROPERTY AND SHALL PROVIDE AT ITS EXPENSE PROTECTIVE MEANS TO GUARD AGAINST SUCH DAMAGE. I. LIGHTING NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO INSTALL LIGHTING AS INDICATED ON PLANS. ALL LIGHTING INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATED CONDUIT AND SLEEVES PRIOR TO START OF WORK. LIGHT FIXTURES SHALL BE INSTALLED ON A CONCRETE BASE OR PER MANUFACTURER'S RECOMMENDATIONS. ALL FIXTURES, WIRING, CONNECTIONS, TIMER, AND OTHER HARDWARE SHALL BE INDICATED ON SHOP DRAWINGS AND APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO PURCHASE OF MATERIALS. ALL DEFECTS SHALL BE CORRECTED, AT THE CONTRACTORS EXPENSE, TO THE OWNER'S SATISFACTION THROUGH THE GUARANTEE SPCIFIED HEREIN. PROFESSIONAL DES16N ASSOCIATES Landscape Architects 1793 W. Arrow Highway Upland, California 91786-4297 (909) 949-6159 / fax (909) 985-3405 OD T_ im b" * N I N_ U == W rg bc = " V3 = - z CDCD MA cc 9 4 Q = = Im a- a = 0C5 U ® Q P � '� Z am " < Int _ CA Z h"O E V- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 000 O L0 coo W T_ 00 M :Dt" CD O OD U N � 0) 1._� CD �- W L Q K, c) O em M .- 1. W Q o ac Q Z ZO 0) W 0 ti 9 = (7) 5 0= ® ce) O U ^ L0 U 0) WCOD O r L0 N Ii T_ SHEET TITLE CONSTRUCTION SPECIFICATIONS All designs and ideas contained Within these droWings ore the property of P.D.A., Professional Design Associates, P.D.A. hereby reserves its common IoW copyright and other property rights in these plans. These pions shop not be reproduced, changed, assigned. or copied in any form. Any changes mode by parties other than P.D.A., Without first obtaining the Written permission and consent of P.D.A., shall relieve P.D.A. of responsibility for the project of effected portion thereof. \,WD S CAP1t ., \E D. Wq� �p , P o 41 3 � ' L 1A 0so r\£O�Dot E� �P TF CA sceiE N/A DATE 01-q-04 C , DRAWN BY Staff REVISIONS Per VtW 5- 1 '1-04 (LH) Per !=W 1 2-1-04 (LH)