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HomeMy WebLinkAbout5566-6A. GENERAL NOTES 24• GUARANTEE: THE ENTIRE IRRIGATION SYSTEM INCLUDING ALL 8. STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 10. EXPANSION: PLASTIC PIPE WILL EXPAND APPROXIMATELY SIX IN. 7. DEFECTS: ALL DEFECTS IN INSTALLATION OF IRRIGATION r WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED 40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED (6') PER THOUSAND FT. (1000) BETWEEN DAY AND NIGHT EQUIPMENT SHALL BE CORRECTED THROUGH THE GUARANTEE AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND SCREWED BEADED MALLEABLE IRON FITTINGS. STEEL PIPE TEMPERATURES IN HOT CLIMATE. iTHEREFORE, PIPE SHALL BE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO 1. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN WORKMANSHIP, AND SHALL BE MAINTAINED IN PREFECT SHALL BE INSTALLED ON GRADE SECURED TO PER SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW THE SATISFACTION OF THE OWNER. INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND WORKING ORDER FOR ONE (1) YEAR FROM DATE OF .SURFACE DETAIL. FOR EXPANSION AND CONTRACTION. INSTRUCTIONS TO BIDDERSSECURING THEIR BONDS AND COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO THE OWNER ALL MATERIALS USED SHALL CARRY A 9. BALL VALVES: SHALL BE BRONZE OR PLASTIC BODY AS 11. PIPE MAINTENANCE: ALL FOREIGN MATTER OR DIRT SHALL BE FULLY ENSURE THE QUALITY AND TIMELY COMPLETION THE MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY INDICATED ON DRAWINGS. 125 P.S.I. MINIMUM, HEAVY DUTY, REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS PROJECT. SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WITH N.D.S. TYPE LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE F. RECORD AND AS -BUILT DRAWINGS DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHALL BE PLASTIC OR EQUAL ACCESS BOX AND LID. KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING 2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, REPAIRED TO THE OWNER'S SATISFACTION BY THE OF THE PIPE. MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO CONTRACTOR WITHOUT EXPENSE TO THE OWNER - INCLUDING 10. CONTROL VALVES: SHALL BE AS INDICATED ON THE 1. ITEMIZED LIST: CONTRACTOR SHALL SUBMIT TO THE FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, DRAWINGS WITH FLOW ADJUSTMENT AND MANUAL BLEED 12. SLEEVING: IRRIGATION LINES THAT ARE UNDER STREETS AND LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMENT. PER THE DRAWINGS AND SPECIFIED HEREIN. PAVING OR OTHER IMPROVEMENTS OF ANY KIND. DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED, IN ONE PAVING OVER SEVEN (7) FEET WIDE SHALL BE INSTALLED BY THE OF THE FOLLOWING TYPE BOXES AS INDICATED ON THE OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE 2. AS-BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP - 3. PLAN VERIFICATION THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE B. FIELD OBSERVATIONS DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATING SCHEDULE 40 AND TWO TIMES THE DIAMETER OF THE PIPE AND/ TO DATE COMPLETE "AS -BUILT" DRAWINGS INDICATING SIZES AND KINDS OF EQUIPMENT INSTALLED. SEQUENCE INDICATED ON THE DRAWINGS. OR ADEQUATE FOR INSTALLATION OF WIRE. SLEEVING SHALL LOCATIONS, CONTRACTOR SHALL REVIEW ALL DOCUMENTS THORUGHLY BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER 1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE 11. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC BEGINNING OF WORK. LANDSCAPE ARCHITECT AT COST. THIS SET OF DRAWINGS IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF CONTROLLERS AND THE ELECTRONIC CONTROL VALVES SHALL i SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A GOVERNING CODES SHALL THEN APPLY. SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO BE UF, SOLID COPPER WIRE, VINYL INSULATED 600 V. RATING, 13. JOINTS: JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS. RECORD SET. CONTRACTOR SHALL FURNISH "AS -BUILT" PROVIDE "FULL" CONTRACT SERVICES INCLUDING FIELD FOR DIRECT BURIAL INSTALLATIONS. CODING SHALL BE I DRAWINGS TO OWNER UPON COMPLETION OF PROJECT. 4. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO COLOR WIRE FOR PILOT WIRE. WHITE FOR COMMON GROUND 14. THREADED CONNECTIONS: ON PLASTIC TO STEEL STATE LICENSED IRRIGATION CONTRACTOR. USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND WIRE. MINIMUM WIRE SIZES SHALL BE 14 GAUGE BURIED 18" CONNECTIONS, THE CONTRACTOR SHALL WORK THE STEEL 3. AS -BUILT FORMAT 5. ORDINANCES AND REGULATIONS: ALL IRRIGATION WORK COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE BELOW GRADE. USE APPROVED WATER PROOF WIRE " CONNECTIONS FIRST. NON -HARDENING PIPE PERMATEX #2 SUBMITTAL OF AS -BUILT PLANS SHALL BE AS REQUIRED BY THE WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY .CONNECTORS AND SEALER ON ALL SPLICES. A 24 EXPANSION PIG TAIL COIL SHALL BE PROVIDED AT EACH TEFLON TAPE SHALL BE USED ON ALL THREADED PLASTIC TO STEEL JOINTS, AND LIGHT WRENCH PRESSURE IS ALL THAT ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS CONFORM TO ALL APPLICABLE GOVERNING CODES AND UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO CONTROL VALVE AND AT EACH CHANGE IN DIRECTION OF THE SHALL BE USED. SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM ORDINANCES LOCAL, ( COUNTY &STATE). DETECT ERRORS AND OMISSIONS IN THE PLANS AND WIRE RUN. WIRING SHALL OCCUPY THE SAME TRENCH AND I DIMENSIONS PROVIDED BY THE LANDSCAPE CONTRACTOR. FINAL 6. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE 15. SOLVENT CONNECTIONS: FOR P.V.C. PIPE CONTRACTOR AS -BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM SHALL USE SOLVENT PRIMER AND :SOLVENT CEMENT THE CITY FOR THEIR KEEPING. FINAL AS -BUILT PLANS WILL BE AGENCY INSPECTIONS AS REQUIRED. COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH 12. AUTOMATIC CONTROLLER: SHALL BE AS INDICATED ON RECOMMENDED BY THE MANUFACTURER AND CONFORMING TO ASTM D-2564. FOR UVR-P.V.C. SOLVENT CEMENT SHALL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL HEREIN, THE OWNER, OR SUBSEQUENT OWNER INDIVIDUALS ( THE DRAWINGS COMPLETE WITH ELECTRICAL HOOKUP AND BROWNLINE BOND-TITE CEMENT (CONFORMING TO THE MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE 7. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS PROPER MOUNTING. ANY CONTROL WIRE EXPOSED AT THE REQUIREMENTS OF ASTM D-2564) APPLY WITH AN APPROVED CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, CONTROLLER SHALL BE ENCASED IN ELECTRICAL CONDUIT OF PRIMER PRIOR TO APPLICATION OF CEMENT. ALL PIPE AND THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR THE SIZE REQUIRED. OUTDOOR CONTROLLERS SHALL BE FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND CONTRACTOR TO PROVIDE THE FOLLOWING TO LANDSCAPE ARCHITECT: IRRIGATION SYSTEM SHOWN THE DRAWINGS WHEN IT IS CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. WITHIN A VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTOR OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS AN ON/OFF SWITCH FOR 110 VOLT POWER SUPPLY TO CONTROLLER. WMAKE KE SOLVENT WELD JOINTS :WITH NON -SYNTHETIC A. CONNECTION TO EXISTING WATER LINES. EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN IRRIGATION 2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND BRISTLE BRUSH IN THE FOLLOWING SEQUENCE: B. CONNECTION TO EXISTING ELECTRICAL POWER. DESIGN. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). 13. IRRIGATION HEADS: SHALL BE OF THE TYPES AND SIZES C. GATE VALVES, BACKFLOW PREVENTION NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB INDICATED ON THE DRAWINGS. ALL HEADS SHALL BE A. APPLY A LIBERAL, EVEN COAT OF , SOLVENT TO THE UNITS AND CONTROLLERS. DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS ADJUSTABLE, RISER NIPPLES SHALL BE THE SAME SIZE AS THE INSIDE OF THE FITTING. I D. ROUTING OF IRRIGATION PRESSURE LINES PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY RISER OPENING IN THE BODY, B. THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE (DIMENSION MAX. 100'). FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF OUTSIDE OF THE PIPE, MAKING SURE THAT THE COATED E.IRRIGATION CONTROL VALVES. THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH 14. BACKFLOW DEVICES: BACKFLOW PREVENTORS AND/OR AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET. F. ROUTING OF CONTROL WIRE. 8. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAWINGS C. INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN 4. G. QUICK COUPLING VALVES. RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT CONTRACTOR'S EXPENSE. THE OWNER (JOB AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION. THE PIPE APPROXIMATELY 1/4 TURN TO DISTRIBUTE THE H. OTHER RELATED EQUIPMENT AS DIRECTED PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT INSTALLED TO MEET LOCAL CODES. ALL IRRIGATION SYSTEMS SOLVENT AND REMOVE AIR BUBBLES. HOLD THE JOINT BY OWNER. OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- USING POTABLE WATER SOURCE REQUIRE BACKFLOW . SO THE FITTING DOES FOR APPROXIMATELY 15 SECONDSSH UNMARKED. EIGHT (48) HOURS IN ADVANCE. PREVENTION. NOT OFF THE PIPE. D. USE AUCLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT 9. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY 3. CLOSING OF NON INSPECTED WORK THE CONTRACTOR SHALL 15. CHECK VALVES: CONTRACTOR SHALL INSTALL ANTI -DRAIN TO PREVENT WEAKENING THE JOINT. RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ANY E. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE SEQUENCES, PROCEDURES AND TECHNIQUES. THE OR ENCLOSED UNTIL IT HAS BEEN INSPECTED TESTED AND HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN PIPE IS NOT TWISTED, DISTURBING THE LAST 5 LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED ANTI -DRAIN VALVE. COMPLETED JOINT. iCONTROLLER LL CHARTS: CONTROLLER CHARTS CONSTRUCTION METHODS. REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING 16. ATMOSPHERIC VACUUM BREAKERS: SHALL BE HEAVY DUTY F. ALLOW AT LEAST 15 MINUTES SETI UP TIME FOR EACH. ; SHALL PREPARED BY THE CONTRACTOR AFTER 10. SAFE : THE CONTRACTOR IS SOLELY RESPONSIBLE FORBE JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND BRASS AND FEDERAL SPECIFIED. INSTALL ON NON -CONSTANT 16. PRESSURE LINE TESTING: ALL TESTS ON PRESSURE LINES APPROVAL OF THE "AS -BUILT". THE CHART SHALL INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. PRESSURE LINES LATERAL UNE) PER MANUFACTURE'S SHALL BE COMPLETE PRIOR TO BACKFILLING; HOWEVER, SHOW BY COLOR CODING THE AREA CONTROLLED BY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE SPECIFICATIONS. LOCATION PER DRAWINGS. SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES EACH AUTOMATIC IRRIGATION CONTROLLER. CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE BETWEEN FITTINGS TO ENSURE THE STABILITY OF THE LINE 11. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OWNER'S SATISFACTION. 17. PRESSURE REGULATORS: SHALL BE BRONZE OR PLASTIC PRESSURE. IN ALL CASES, FITTINGS AND COUPLINGS MUST BE VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.I. AS OPEN TO VISUAL INSPECTION FOR : THE FULL PERIOD OF THE ELECTRICAL CABLES, CONDUITS, AND EXISTING IRRIGATION 4. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: SPECIFIED PER DRAWINGS. TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT CONTROLLER CHART FORMAT: THE CONTROLLER LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER WELDED JOINT HAS HAD TWELVE (12) HOURS TO SET AND CHART SHALL BE A XEROX REDUCTION OF THE PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH A. PRE -JOB MEETING ON SITE - PRIOR TO 18. QUICK COUPLERS: SHALL BE HEAVY DUTY BRASS WITH CURE. PRESSURE LINES SHALL BE TESTED UNDER 150 P.S.I. "AS BUILT" TO THE MAXIMUM SIZE OF THE CONTROLLER IMPROVEMENTS. COMMENCEMENT OF WORK COLORIZED RUBBER COVER AND TWO (2) PIECE BODY WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS AND DOOR WILL ALLOW (CONTROLLER SEQUENCE DESIGN. LOCATION PER DRAWINGS. PROVEN TIGHT. IF LEAKS OCCUR,THE JOINT OR JOINTS SHALL NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE 12. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE B. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT. BE REPLACED AND THE TESTS REPEATED. AT THE REDUCED FORMAT). UPON COMPLETION THE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS 19. RISER : ALL RISERS TO QUICK COUPLERS AND BACK FLOW 1 TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS, C. PRESSURE TEST IRRIGATION, MAINS AND LATERALS DEVICES SHALL BE SCHEDULE 40 BRASS OF THE REQURED 17. BACKFILLING OF TRENCHES: BECAUSE OF THE EXPANSION CHART SHALL BE HERMETICALLY SEALED BETWEEN PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO SIZES, RISERS TO IRRIGATION HEADS SHALL BE SCHEDULE 80 AND CONTRACTION OF PLASTIC PIPE, BACKFILLING SHALL BE TWO PIECES OF PLASTIC. CHARTS SHALL BE GUARD AGAINST DAMAGE. D. IRRIGATION COMPLETION / COVERAGE TEST TYPE 1220 P.V.C. CONFORMING TO ASTM 2464. DONE IN THE COOL PART OF THE: DAY, ESPECIALLY IN HOT COMPLETED AND APPROVED PRIOR TO THE FINAL UPON COMPLETION OF THE IRRIGATION SYSTEM CLIMATES. TRENCHES SHALL BE BACKFILLED WITH THE IRRIGATION FIELD OBSERVATION 13. COORDINATION: CONTRACTOR SHALL COORDINATE ALL INSTALLATION AND PRIOR TO ANY PLANTING, 20. VALVE BOXES: INSTALL ALL VALVES, EXCEPT ANTI -SIPHON EXCAVATED MATERIALS APPROVED FOR BACKFILLING, FREE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE THE CONTRACTOR SHALL ADJUST SPRINKLER VALVES, IN PREMOLDED HIGH IMPACT PLASTIC VALVE BOX. USE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL OWNER BEFORE STARTING WORK. HEADS TO EVENLY AND PROPERLY DISTRIBUTE ROUND BOX FOR QUICK COUPLERS AND RECTANGULAR BOX BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO 14. IRRIGATION PLANS: THE RATE OF PRECIPITATION OF THE WATER FOR ALL OTHER VALVES. N.D.S (OR APPROVED EQUAL) WITH GREEN LID. LOCATE IN SHRUB PLANTING AREAS WHENEVER A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENT G EQUIPMENT TO B E FURNISHED THE IRRIGATION PLANS ARE GENERALLY AND SHALL DETERMINE IF THE COVERAGE OF THE . DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE PLANTING AREAS IS COMPLETE AND ADEQUATE. POSSIBLE. GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER INSTALLED. THE CONTRACTOR SHALL MAKE MINOR CONTRACTOR SHALL MAKE ADJUSTMENTS TO PROVIDE SURFACE IRREGULARITIES. 1. MAINTENANCE TOOLS: SUPPLY THE APPROPRIATE ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY D D. PLASTIC PIPE NOTES 18. 1 MAINTENANCE PERSONNEL WITH THE FOLLOWING TOOLS: BETWEEN, PLANTING, ARCHITECTURAL FEATURES AND OVER SPRAY ON ALL WALKS, ROADWAYS AND BUILDINGS. TRENCHING AND BACKFILLING UNDER PAVING: TRENCHES EXISTING UTILITIES. INTENT OF IRRIGATION DESIGN IS FULL THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND LOCATED UNDER WHERE PAVING CONCRETE OR ASPHALT WILL A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR COVERAGE, BALANCED SYSTEM. PERFORM ALL WORK REQUIRED TO CORRECT ANY 1. HA I G: THE CONTRACTOR SHALL EXERCISE CARE IN BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH REMOVING, DISASSEMBLING AND ADJUSTING EACH INADEQUACIES OF COVERAGE DISCLOSED BY THE HANDLING, LOADING AND STORING P.V.C. PIPE AND FITTINGS. RECOMMENDATION OF STRUCTURAL SOILS REPORT. TYPE OF IRRIGATION HEAD AND VALVE SUPPLIED. 15. DIMENSION: ALL SCALE DIMENSIONS ARE APPROXIMATE. COVERAGE TEST. ALL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO I WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE NDUE BENDING OF CONCENTRATED EXTERNAL LOAD AT ANY 19. PLASTIC PIPE GUARANTEE: SPECIFICATIONS AND LITERATURE PRECEDENCE OVER SCALED DIMENSIONS. POINT. P.V.C. PIPE AND FITTINGS SHALL NOT BE STORED IN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SUBMISSION B. TWO (2) KEYS FOR EACH AUTOMATIC 16. IRRIGATION NOTES: SEE GENERAL NOTES ON THE DRAWINGS C. MATERIALS (VOTES DIRECT SUNLIGHT. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED WILL BE DISCARDED. OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED. PLASTIC PIPE MANUFACTURER'S GUARANTEE SHALL COVER CONTROLLER. FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY WORKMANSHIP OF MATERIALS FOR ALL PLASTIC PIPE FITTINGS. C. ONE (1) QUICK COUPLER KEY AND MATCHING MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR 1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE 2. LOCATIONS: PIPE LINES SHALL BE INSTALLED IN THE I HOSE SWIVEL FOR EVERY (5) QUICK COUPLING ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS LOCATIONS AND OF THE SIZES SHOWN ON THE DRAWINGS OR 20.ED FECTS: ALL DEFECTS IN INSTALLATION OF PLASTIC PIPE VALVE INSTALLED. INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THEHEREIN REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW SPECIFIED. WHERE PIPING ON THE DRAWINGS IS SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFICATIONS AND/OR DETAILS. / THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE SHOWN UNDER PAVED AREAS BUT RUNNING PARALLEL AND SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND ADJACENT TO PLANTING AREAS, THE INTENT OF THE DRAWINGS SATISFACTION OF THE OWNER. ! D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED 17. POINT OF CONNECTION (P.O.C.) VERIFICATION: LOCATION SPECIFICATIONS. IS TO INSTALL THE PIPING IN THE PLANTING AREA. OVER TO THE OWNER AT THE CONCLUSION OF OF THE POINT OF CONNECTION SHOWN ON THE DRAWINGS WORK AND BEFORE FINAL OBSERVATION CAN MAYBE APPROXIMATE ONLY. THE CONTRACTOR SHALL 2. PRESSURED MAINLINE: PIPE FROM SOURCE OF SUPPLY TO 3. PIPE CLEARANCE: UNDERGROUND LINES UP TO 2" INCLUSIVE MINIMUM E. IRRIGATION EQUIPMENT NOTES OCCUR. APPROVE FINAL (P.O.C.) LOCATION WITH THE OWNER (JOB CONTROL VALVES AND HOSE BIBS 2" OR LARGER SHALL BE SHALL HAVE A HORIZONTAL CLEARANCE OF 12" FROM SUPERINTENDENT) THE CONTRACTOR SHALL VERIFY THELINES CLASS 315 SDR 13.5 TYPE 1220 P.V.C. CONFORMING TO ASTM OF OTHER TRADES. THIS REQUIREMENT DOES NOT 1 STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO THE METER (P.O.C.) AT EACH POINT OF CONNECTION. D2241 ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. ALL PIPE LESS THAN 2" SHALL 40 APPLY TO ANY LINES CROSSING AT ANGLES FROM 45' WITH EACH OTHER. A MINIMUM 2" VERTICAL CLEARANCE SHALL 1. IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED PER THE SPECIFICATION AND RECOMMENDED H. HOMEOWNERS ASS0CIATI0N (H.O.A.) BE SCHEDULE TYPE 1220 P.V.C. CONFORMING TO ASTM D1785 ASTM D1784 ALL PLASTIC PIPE BE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN INSTALLATION PROCEDURES OF THE MANUFACTURER AND 18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN SHALL BE MARKED SHALL EXTRUDED FROM VIRGIN THESE ANGLES. NO LINE SHALL BE INSTALLED PARALLEL TO CONFORM TO ALL APPLICABLE GOVERNING CODES AND R ES P O S I B I LITY THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION FA MATERIALS WITH THE MANUFACTURER'S NAME TYPE AND AND DIRECTLY OVER ANOTHER LINE. ORDINANCES (LOCAL, COUNTY & STATE). WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. CLASS OF PIPE SIZE AND NSF APPROVAL. 4. ASSEMBLY: ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT. 2. TURF IRRIGATION HEADS: TURF IRRIGATION HEADS IN OPEN1. AS-BUILTS: THE CONTRACTOR SHALL PROVIDE 3. LATERAL LINE BELOW GRADE: NON -PRESSURIZED LATERAL THE MAIN LINE SUPPLY SHALL BE FLUSHED OUT AND TESTED AREAS SHALL BE INSTALLED AT LEAST 2" ABOVE FINISHED THE H.O.A. ONE ( 1 SET OF COMPLETE "AS 19. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND LINE PIPE SHALL BE CLASS 200 SDR 21 TYPE 1220 P.V.C. FOR LEAKS BEFORE BACK FILLING AND WITH CONTROL VALVES GRADE AT THE TIME OF INSTALLATION. WITHIN FIVE DAYS OF BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON CONFORMING TO ASTM D2241, D1784. P.V.C. PIPING SHALL BE IN PLACE AND BEFORE LATERAL PIPES ARE CONNECTED TO NOTIFICATION BY THE OWNERS REPRESENTATIVE, PRODUCED FROM THE LANDSCAPE ARCHITECT. DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL VALVES. EACH SECTION OF LATERAL PIPE SHALL BE FLUSHED CONTRACTOR SHALL MAKE WHATEVER ADJUSTMENTS OF PIPE, FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS OUT BEFORE SPRINKLER HEADS ARE ATTACHED. FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL OF PIPE, SIZE AND NSF APPROVAL. THE SYSTEM TO THE PROPER LEVEL OF THE PERMANENT 2. MAINTENANCE PROGRAM: THE CONTRACTOR CONFORM TO LOCAL CODES AND ORDINANCES. ANY 5. UNDER CONCRETE: GENERALLY, PIPING UNDER CONCRETE GRADE. TURF IRRIGATION HEADS ALONG WALKS AND SHALL PROVIDE THE H.O.A. ONE (1) SET OF EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY4. LATERAL LINE ON GRADE: NON -PRESSURED LATERAL LINE SHALL BE DONE BY JACKING, BORING OR HYDRAULIC DRIVEWAYS, WHERE THE FINISHED GRADE LEVEL IS MAINTENANCE GUIDLINES AS RECOMMENDED BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R. CONFORMING DRIVING. WRITTEN PERMISSION TO CUT OR BREAK SIDEWALKS ESTABLISHED, SHALL BE SET FLUSH AT THE TIME OF THE MANUFACTURER/SUPPLIER. REMOVED AT CONTRACTOR'S EXPENSE. TO ASTM D1785, ASTM AND ASTM GATED MANUFACTURED AND/OR CONCRETE MUST BE OBTAINED FROM THE OWNERS INSTALLATION. IN NO CASE SHALL' THE SPACING OF HEADS BY B COMPD178ANY NE PIPE COMPANY OR AS INDICATED ON LEGEND. AUTHORIZED REPRESENTATIVE. NO HYDRAULIC RIVING WILL EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. 20. FITTING DUE TO THE SCALE OF DRAWINGS, IT IS NOT PIPPIN P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING. 1 POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., ALL PLASTIC PIPE SHALL BE MARKED WITH THE 3. SHRUB IRRIGATION HEADS: HEADS- IN GROUND COVER AND WHICH MAYBE REQUIRED. THE CONTRACTOR SHALL MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND 6. INSTALLATION PROCEDURES: EXCEPT AS NOTED IN OTHER PLANTING AREAS SHALL BE INSTALLED ON NIPPLES HIGH CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED NSF APPROVAL. PARTS OF THIS SPECIFICATION OR IN THE DRAWINGS, ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE INSTALLATION OF PIPE AND FITTINGS SHALL BE AS OUTLINE IN DIRECTED, OR AS INDICATED ON THE PLANS. WHERE HIGH WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., 5. PLASTIC PIPE FITTINGS: SHALL BE SCHEDULE 40 P.V.C. MANUALS AS FURNISHED BY PIPE MANUFACTURER WHICH SHALL SHRUBS ARE PLANTED, LONGER RISERS SHALL BE INSTALLED AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. - (CONFORMING TO ASTM D1785, D2466) TAPERED SOCKET TYPE, BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFICATION. AS DIRECTED BY THE LANDSCAPE ARCHITECT. SHRUB HEADS SUITABLE FOR EITHER SOLVENT WELD OR SCREWED PLASTIC PIPE SHALL NOT BE LAID WHEN THERE IS WATER IN ADJACENT TO WALKWAYS OR PARKING SHALL BE INSTALLED ON 21. NOTICE OF COMPLETION: THE COMPLETION OF THE CONNECTIONS, FLANGE AND SADDLE TEES WILL NOT BE TRENCH. AN APPROVED HI -POP HEAD PER PLAN. RISERS SHALL BE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION ALLOWED. SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE LOCATED AS SPECIFIED PER PLANS ADJACENT TO WALLS AND RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED AND FITTING MANUFACTURER_ 7. PIPE DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE BUILDINGS ONLY. IN NO CASE SHALL THE SPACING OF HEADS TO THE SATISFACTION OF THE OWNER'S AUTHORIZED FOR ALL PRESSURE MAINLINE PIPE 3" AND LARGER. PROVIDE A EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. REPRESENTATIVE.MINIMUM 6. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE RED BRASS, 18" OF EARTH COVERAGE FOR ALL PRESSURE I SCHEDULE 40 SCREWED PIPE CONFORMING TO FEDERAL MAINLINE PIPE UP TO AND INCLUDING 2 1/2". PROVIDE A MINIMUM 4. PRESSURE COMPENSATING SCREENS: CONTRACTOR SHALL 22. OPERATING INSTRUCTIONS: AFTER THE SYSTEM HAS BEEN SPECIFICATIONS N0. WW - P-351. FITTINGS SHALL BE RED OF 12" OF EARTH COVERAGE FOR ALL NON PRESSURE LATERAL INSTALL PRESSURE COMPENSATING SCREENS IN IRRIGATION COMPLETED, THE CONTRACTOR SHALL INSTRUCT THE BRASS CONFORMING TO FEDERAL SPECIFICATION LINES. HEADS AS NECESSARY TO ENSURE UNIFORM COVERAGE AND OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION N0. WW -P-460. MINIMUM OVERTHROW OF AREA. AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A 8. SITE MAINTENANCE: ALL LUMBER, RUBBISH AND LARGE COMPLETE SET OF OPERATING INSTRUCTIONS. 7. COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K ROCKS SHALL BE REMOVED FROM THE TRENCHES. PIPE SHALL 5. CONTROL VALVES: ALL CONTROL VALVES ON LINE SHALL BE (HARD -DRAWN) CONFORMING TO ASTM B88. FITTING SHALL BE HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF INSTALLED AS INDICATED ON DETAILS AND BE THE TYPE 23. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT WROUGHT SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI EACH PIPE LINE TO PREVENT UNEVEN SETTLEMENT. PAD THE SPECIFIED IN THE LEGEND. LOCATE CONTROL VALVES IN SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS B JOINTS SHALL SOLDERED IN ACCORDANCE TO ASTM TRENCHES WITH DIRT OR SAND IF THE SOIL IS EXTREMELY SHRUB PLANTING AREAS WHEREVER POSSIBLE. SHALL BE REMOVED FROM SITE PER LOCAL CODE AND B-220606 AND FEDERAL SPECIFICATIONS QQB 00655. ROCKY. 1 ORDINANCES. 6_ BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES, 9. TREE LOCATIONS: TREE LOCATIONS TAKE PRIORITY OVER ATMOSPHERIC VACUUM BREAKERS AND ANTI -SIPHON VALVES IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BY TRENCHING PIPE. OWNER. 1 . ----------------- O� TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 1 2 REVISION DESCRIPTION 2ND CITY SUBMITTAL 3RD CITY SUBMITTAL DATE ENGR. CITY 0.28.1 .13.17 DATE SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DIUCENT MANNER, THE CITY ENCINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRINC THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT PREPARED FOR: STRATHAM HOMES, INC 2201 DUPONT DRIVE, SUITE 300 IRVINE, CA 92612 TEL (949) 833-1554 L A N D S C A P E ARCHITECTURE Prepared By: • 507 30th St. Newport Beach, CA 92663 Q 949.675.9964 AAft um mjs-la.com I DRAWN BY: BJ DESIGNED BY. BJ CHECKED BY: MJ CITY OF FONTANA, CALIFORNIA SUMMIT AVENUE C.F.D. PLANS IRRIGATION SPECIFICATIONS CITY ENGINEER DATE. R.C.E. 51152 SCALE: DATE. JANUARY 13, 2017 5566 6, .