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A. EXTENT: GRAY GLVE. PREPPING AND GLUING PIPES SHALL FOLLOW MANUFACTURER'S RECOMMENDATION OF TH£.PIP£,EXCEPT WHERE
<br /> IRROATKN SYSTEM,L/MITS GENERALLY INCLUDE STATE ROAD 5 NORTH OF THE SOUTH RELIEF CANAL TO NORTH OF STH AVENUE SCREWED CONNECTIONS ARE REOVIRED. PIPE AND FITTINGS SHALL BE
<br />THOROUGHLY CLEANED OF DIRT,DUST,AND
<br /> AND INCLUDING THE INDIAN RIVER BLVD MEDIAN. THE SYSTEM WILL UTILIZE A PROPOSED IRRIGATION WELL FOR THE WATER SOURCE. MOISTURE BEFORE ETCHING THE PIPE AND APPLYING THE GLUE WITH
<br />A SYNTHETIC BRISTLE BRUSH.
<br /> THE IRRIGATION WORK INCLUDES FURNISHING ALL LABOR,MATERIALS AND EQUIPMENT FOR THE PROPER INSTALLATION Of THE C. MAIN LINES WILL BE SCH 40 WITH SCH BO FITTINGS.
<br /> IRRIGATION SYSTEM AND ALL COMPONENTS. THIS INCLUDES,BUT 15 NOT LIMITED TO THE FOLLOWING:(U DIRECTIONAL DRILLING;f2) D. PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE. SNAKE
<br />PIPE FROM SIDE 70 SIDE OF TRENCH BOTTOM TO
<br /> TRENCHING AND BACKFILL;(J)INSTALLATION OF A FULLY AUTOMATED IRRIGATION SYSTEM;f4)WELL CONSTRUCTION AND ALLOW FOR EXPANSION AND CONTRACTION.
<br /> DEVELOPMENT;15)INSTALLATION AND ELECTRICAL CONNECTION OF PUMP STATION;(6)HYDROSTATIC AND OPERATIONAL E. MAKE ALL CONNECTIONS BETWEEN PLASTIC PIPE AND METAL VALVES OR STEEL
<br />PIPE WITH THREADED FITTINGS USING
<br /> TESTING OF ALL SYSTEMS;17)PREPARATION OF AS-BUILT DRAWINGS. - PLASTIC YALE ADAPTERS.
<br /> B. GENERAL: F. ALL ABOVE GROUND PIPE,(EXCEPT SHRUB RISERS), SHALL BE SCH.40 GALVANIZED STEEL PIPE.
<br /> SPRINKLER1. PERMITS AND FEES.OBTAIN ALL PERMITS,(EXCEPT FOR WATER USE PERMIT)AND PAY REWIRED FEES TO ANY GOVERNMENTAL AGENCY J. A. INSTALL ALL SSPRINKLERS AS DETAILED
<br />ON DRAWINGS.
<br /> HAVING JURISDICTION OVER THE WORK. INSPECTIONS REQUIRED BY LOCAL ORDINANCES DURING THE COURSE OF CONSTRUCTION B. DO NOT SCALE PLANS FOR EXACT HEAD LOCATION.
<br /> SHALL BE COORDINATED WITH THE COMPLETION OF EACH PHASE OF WORK. ON COMPLETION OF THE WORK,SATISFACTORY EVIDENCE 4. CLOSING OF PIPE AND FLUSHING LINES.
<br /> SHALL BE FURNISHED TO THE ENGINEER TO SHOW THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE PLANS AND A. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED
<br />TO PREVENT THE,ENTRANCE OF MATERIALS
<br /> SPECIFICATIONS. THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION Of INSTALLATION.
<br /> 2. APPROVAL:WHEREVER THE TERMS -APPROVE'OR -APPROVED-ARE USED IN THE SPECIFICATIONS, THEY SHALL MEAN B. THOROUGHLY FLUSH OUT ALL LINES WITH WATER BEFORE INSTALLING AM'HEADS,.VALVES,AND
<br />OTHER APPARATUS.
<br /> APPROVED BY ENGINEER. C. TEST IN ACCORDANCE WITH PARAGRAPH ON,HYDROSTATIC TESTING.
<br /> 3. COORDINATION: THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ENGINEER TO ENABLE THE WORK TO PROCEED D. UPON COYPLETON, THE CONTRACTOR SMALL COMPLETE ASSEMBLY AND
<br />ADJUST SPRINKLERHEAD$FDIC PROPER
<br /> AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. DISTRIBUTION AND COVERAGE.
<br /> 4. INSPECTION OF SITE: 5. HYDROSTATIC TESTS:
<br /> A. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITONS. SHOULD UTILITIES NOT SHOWN ON THE A. REQUEST THE PRESENCE OF THE ENGINEER IN WRITING AT LEAST 48 HOURS IN ADVANCE
<br />OF ANY TESTING.
<br /> PLANS BE FOUND.DURING EXCAVATIONS,CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER FOR INSTRUCTIONS AS TO B. TESTING TO BE ACCOMPLISHED AT THE EXPENSE Of THE CONTRACTOR AND IN
<br />THE PRESENCE Of THE ENGINEER.
<br /> FURTHER ACTION. FAILURE TO50.WILL MAKE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGE(S)THERETO ARISING C. CENTER LOAD PIPING,LEAVING JOINTS EXPOSED WITH SMALL AMOUNT OF BACKFILL TO PREVENT
<br />ARCHING OR SLIPPING
<br /> FROM HIS OPERATIONS SUBSEQUENT i0 DISCOVERY Of SUCH
<br /> INN UTILITIES NOT SHOWN ON PLANS. WHILE UNDER PRESSURE.
<br /> B. ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED AND LOCATED BY THE IRRIGATION CONTRACTOR PRIOR TO D. APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 125 PSI,FOR AT
<br />LEAST 3 HOURS AND WITH ALL RISERS
<br /> COMMENCING WORK IN THE PROJECT AREA. IF UTILITY PLANS ARE AVAILABLE, THE CONTRACTOR SHALL EXAMINE. CAPPED AS FOLLOWS:
<br /> THEM AND BRING ANY AND ALL CONFLICTS TO THE ATTENTION OF THE ENGINEER WHO SHALL COORDINATE THE L= SIXPII/2
<br /> ADJUSTMENTS. WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST,UTILITY LOCATION MAY NEED TO BE 133200
<br /> STAKED.BY A SURVEYOR OR THE UTILITY COMPANIES. THE IRRIGATION CONTRACTOR SHALL CONTACT SUNSHINE 72 IN WHICH,
<br /> HOURS BEFORE YOU DO AT I-800-432-4770 TO SCHEDULE LOCATION OF UTILITIES WHICH SUBSCRIBE TO THEIR SERVICE. L =ALLOWABLE LEAKAGE, IN GALLONS PER HOAR
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITIES, INCLUDING THOSE WHICH DO NOT SUBSCRIBE S LENGTH OF PIPE TESTED IN FIELD
<br /> TO SUNSHINE. REFER TO ROADWAY PLANS!GENERAL MOTES)FOR A LIST OF KNOWN UTILITY PROVIDERS IN THE AREA. D=PIPE DIAMETER,IN INCHES
<br /> 5. PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS. THE CONTRACTOR,SHALL TAKE ALL NECESSARY PRECAUTIONS TO P=AVERAGE TEST PRESSURE,IN PSI GAUGE.
<br /> PROTECT SITE CLWDITONS DURING THE COMPLETION OF WORK,SHOULD DAMAGE BE NCURRED,,THIS CONTRACTOR SHALL E. IF THE ALLOWABLE LEAKAGE IS EXCEEDED, THE CONTRACTOR SHALL LOCATE ALL
<br />LEAKS AND MAKE THE REQUIRED
<br /> REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT HIS OWN EXPENSE. REPAIRS,ONCE COMPLETED, THOSE PORTIONS SHALL BE RETESTED.
<br /> 6. AS-BUILT DRAWINGS,.ON A REPROLYUCTABLE MYLAR(S)SHALL,SHDW DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE F. REPAIR LEAKS RESULTING FROM TESTS.
<br /> DURING CONSTRUCTOR AFFECTING ALL COMPONENTS. THE DRAWINGS SHALL ALSO INDICATE 6. AUTOMATIC CONTROLLER:
<br /> AND SHOP APPROVED SUBSTITUTES OR SIZE,MATERIAL;AND MANUFACTURES NAPE AND CATALOG NAYS A. CONNECT REMOTE CONTROL VALVES TO CONTROLLER IN THE SEQUENCE AS SHOWN ON THE PLANS,STARTING
<br />WITH
<br /> AND CATALOG NUMBER. THE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE Of WORK. STATIONS 1,2,J,ETC. _
<br /> C. MATERIALS: 7. AUTOMATIC CONTROL-WIRING:
<br /> A. INSTALL CONTROL WIRING,SPRINKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE.
<br /> 1. GENERAL:ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. B. INSTALL CONTROL WIRES AT LEAST 18'BELOW FINISH GRADE AND LAY TO THE SIDE AND BELLOW
<br />THE MAIN LINE._
<br /> 2. PLASTIC PIPING:ALL MAIN LINES SHALL BE SCH.40 POLYVINYL CHLORIDE(PVL)PIPE,WHITE IN COLOR,AND SHALL PROVIDE LOOPED SLACK OF VALVES AND SNAKE WIRES IN TRENCH TO ALLOY FOR
<br />CONTRACTION OF WIRES. TIE WIRES
<br /> CONFORM TO ASTM D-2241. ALL LATERAL PIPING SHALL BE PVC AND WHITE IN COLOR,SCH.ISO SOLVENT WELD CONFORMING IN BUNDLES AT 100'.INTERVALS.
<br /> TO ASTM LINE AND D-2241
<br /> J. MAIN LINE .C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY ON RUNS OVER 500 FT. ALL WIRE SPLICES SHALL BE MADE IN A UC
<br /> FITTINGS: APPROVED,WATERTIGHT WIRE SPLICE KIT.
<br /> A. SERVICE TEE -SCH.BO FITTINGS MANUFACTURED BY MARCO OR APPROVED.EQUAL. D. ALL WIRING PASSING UNDER EXISTING OR FUTURE PAVING,CONSTRUCTION,ETC.,SHALL BE ENCASED IN
<br />PLASTIC SCH.
<br /> B. DIRECTIONAL CHANGES;SCH.80 FITTINGS MANUFACTURED BY HARCO OR APPROVED EQUAL. 40 PVC SLEEVE AT LEAST 16 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. THE DEPTH OF ALL
<br />SLEEVES
<br /> 4. SOLVENT CEMENT:COMPATIBLE WITH PVL PIPE,OF PROPER CONSISTENCY,AND COLOR. ALL PVC PIPE SHALL BE CLEANED SHALL BE AT LEAST 36 INCHES BELOW ROADWAY PAVEMENT GRADE.
<br /> AND ETCHED PRIOR TO GLUING. 8. BACKFILL AND COMPACTING:
<br /> 5. SPRINKLER HEAD RISERS:USE SCH. b PVC FOR ALL RISERS. PIPE SHALL BE CUT IN A STANDARD PIPE CUTTING TOOL A. AFTER SYSTEM IS OPERATING AND THE REQUIRED HYDROSTATIC TESTING
<br />AND INSPECTIONS HAVE BEEN MADE,
<br /> WITH SHARP.CUTTERS. REAM ONLY TO FULL DIAMETER OF PIPE AND CLEAN ALL ROUGH EDGES OR BURRS, CUT ALL THREADS BACKFILL EXCAVATIONS AND TRENCHES W17H CLEAN FILL,FREE OF DEBRIS.
<br /> ACCURATELY WITH SHARP DIES. NOT MORE THAN THREE(3)FULL THREADS SHALL SHOW BEYOND FITTINGS WHEN PIPE IS MADE B. BACKFILL IN 6-LIFTS ALL TRENCHES,REGARDLESS OF THE TYPE OF PIPE
<br />COVERED. ALL BACKFILLED AREAS
<br /> UP.SHRUB RISER PIPE ASSEMBLIES SHALL BE AS DETAILED. SHALL BE COMPACTED TO MINIMUM 981 ASSHTO T-180 DENSITY.
<br /> 6. REMOTE CONTROL VALVES:IN VALVE BOXES)SEE LEGEND C. CRESS OFF ALL AREAS TO!)NISI)GRADES.
<br /> 7. CONTROL WIRING:24 VOLT SOLID UL APPROVED FOR DIRECT CURIAL IN GROUND. MINIMUM WIRE SIZE:12 GAUGE.
<br /> 8. SLEEVES:UNDER ALL WALKS AND PAVED AREAS AND WHERE INDICATED ON DRAWINGS. MINIMUM SCH.40 GENERAL NOTES.
<br /> PVC PLASTIC PIPE AND SHALL BE SIZED AT LEAST TWO(2) TIMES THE DIAMETER OF INSERTED PIPE,(UNLESS OTHERWISE NOTED). I. THE CONTRACTOR SHALL TEST IRRIGATION WATER AFTER THE
<br />WELL IS CONSTRUCTED TO INSURE lT IS SUITABLE FOR LANDSCAPE
<br /> 9. SPRINKLER HEADS: SEE LEGEND IRRIGATION. IF THE IRON CONTENT EXCEEDS 1.2 PARTS PER MILLION, THE CONTRACTOR SHALL PROVIDE A COST PROPOSAL TO THE
<br /> D. INSTALLATION: ENGINEER FOR PROVIDING A RUST INHIBITOR SYSTEM TO INSURE THAT ROADWAY PAVEMENT AND OTHER STRUCTURES ARE NOT
<br /> 1. EXCAVATION AND TRENCHING: STAINED. THIS WORK,IIF NEEDED),WILL BE IN ADDITION TO THE CONTRACT.
<br /> A. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDED UNDER THIS SECTION, 2. ALL RISERS SHALL BE PAINTED FLAT BLACK.
<br /> INCLUDING SHORING OF EARTH BANKS TO PREVENT CAVE-INS. RESTORE ALL SURFACES,EXISTING UNDERGROUND 3. THE CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE IRRIGATION SYSTEM TO INSURE
<br />KIO%COVERAGE AND TO MINIMIZE OVERSPRAY.
<br /> INSTALLATIONS,ETC.,DAMAGED OR CUT AS A RESULT OF THE EXCAVATORS TO THEIR OR61NAL CONDITIONS AND IN A THE CONTRACTOR SHALL SUBSTITUTE ADJUSTABLE NOZZLES FOR FIXED PATTERN
<br />NOZZLES SPECIFIED WHERE NECESSARY.
<br /> MANNER APPROVED BY THE ENGINEER. 4. THE CONTRACTOR SHALL RUN 3 ADDITIONAL SETS OF WIRES IN EACH DIRECTION TO EACH END OF THE MAIN FOR FUTURE USE.
<br /> B. THE5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HARD WIRING ALL.ELECTRICAL SERVICE CONNECTIONS.
<br /> IN WHEN WENPINSTALLING 2 PIPES IN INE SANE TRENCH, THE TRENCH SHALL BE MADE WIDE ENOUGH 70 ALLOW A o PRO OF 6 6. ALL MAIN LINE SLEEVE LOCATIONS ARE ACCOMPANIED WITH A Z'ELECTRICAL
<br />SLEEVE FOR THE CONTROL WIRING.
<br /> INCHES BETWEEN PARALLEL PIPE LINES, TRENCHES FOR PIPE LINES SHALL BE MADE Of SUFFICIENT DEPTHS TO PROVIDE 7. FINAL LOCATION Of ALL COMPONENTS SHALL BE SUBJECT TO ENGINEERS
<br />APPROVAL.
<br /> IB'MINIMUM
<br /> THE MINIMUM NMUM COVER OVER PAIN LINES
<br /> FROM FINISH GRADE AS FOLLOWS: 8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONTACT THE ENG/NEER FOR HYDROSTATIC AND OPERATIONAL TESTING.
<br /> 2 9. ALL MAIN LINE PIPES PLACED IN SLEEVES SHALL BE SCH.40 SOLVENT WELD WITH ADEQUATE RESTRAINTS. THE SLEEVE
<br /> 2)I2'MINIMUM COVER OVER LATERALL WLR/NG fR04 CONTROLLER TO VALVES. SHALL BE A MINIMUM TWO(2) TIMES LARGER THAN THE ENCASED PIPE DIAMETER.
<br /> C. MAINTAIN
<br /> J)12' ICOVER OVER LATERAL LINES TO HEADS. 10. ALL COMPONENTS SHOWN AND/OR DEPICTED ON THE PLAN SHEETS REPRESENT APPROXIMATE LOCATION ONLY,AND ARE FOR
<br /> ALL WARNING SIGNS,SNORING,BARRICADES,FLAGS AS REOUIRfD FOR MAINTAINING AREAS OR WORK CLARIFICATION PURPOSES. THE FINAL LOCATION Of ALL COMPONENTS SHALL BE SUBJECT TO APPROVAL
<br />BY THE ENGINEER.
<br /> AND PROVIDING A SAFE WORK ENVIRONMENT.
<br /> 2. PIPE LINE ASSEMBLY: U. CONTRACTOR SHALL PROVIDE POWER SUPPLY FOR IRRIGATION PUMPS IN ACCORDANCE WITH ALL NOTES AND DETAILS.
<br /> A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL!PLACE NO CLOSER THAN 12. OU NOT SCALE PLAN FOR EXACT HEAD LOCATION.
<br /> 4 FEETTO WALK EDGES, STRUCTURES,AND WALLS. f3. IRRIGATION COMPONENT TRADE NAMES ARE SPECIFIED DUE TO MAINTAINING AUTHORITIES REQUEST TO INSURE COMPATIBILITY WITH OTHER
<br /> B. LATERALS SHALL BE SCH.160 PVC.. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED USING HEAVY DUTY COUNTY SYSTEMS. ALL SUBSTITUTIONS TO MATERIALS SPECIFIED SMALL BE
<br />APPROVED BY THE ENGINEER AND THE MAINTAINING AUTHORITIES.
<br /> RTMI R E V I S I OA 5 lane,upe AMeaq Of R, auwr, 'Sj'ATB OR PLOR/LL4
<br /> DESCRIPTION SHEET
<br /> Cotleur Hearing OBPART.YBM'OP Tx:+nQSPgRTATION
<br /> 1934 Comerce Lena$Nle 1 ROAD NO. COUNTY FINANCIAL PROJECT ID
<br /> Jupiter.Florida 73456. IRRIGATION NOTES
<br /> 561-7476335 F"561-747-137777 LI a No.LC-0000239 SR 5 INDIAN RIVER 228583-3-52-01 LD-l4
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