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A. EXTENT:
<br /> GRAY GLUE. PREPPING AND GLUING PIPES SHALL FOLLOW MANUFACTURER'S RECOMMENDATION OF THE . PIPE, EXCEPT
<br /> WHERE
<br /> IRRIGATION SYSTEM . LIMITS GENERALLY INCLUDE STATE ROAD 5 NORTH OF THE SOUTH RELIEF CANAL TO NORTH OF 6TH AVENUE SCREWED CONNECTINS
<br /> ARE REWIRED. PIPE AND FITTINGS SHALL BE 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
<br /> BEFORE ETCHING THE PIPE AND APPLYING THE GLUE WITH A SYNTHETIC BRISTLE BRUSH.
<br /> THE IRRIGATION WORK INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT FOR THE PROPER INSTALLATION OF THE C. MAIN LINES
<br /> WILL BE SCH 40 WITH SCH 80 FITTINGS.
<br /> IRRIGATION SYSTEM AND ALL COMPONENTS. THIS INCLUDES, BUT 15 NOT LIMITED TO THE FOLLOWING; (1) DIRECTIONAL DRILLING; (2) D.
<br /> PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE. SNAKE PIPE FROM SIDE TO SIDE OF TRENCH BOTTOM TO
<br /> TRENCHING AND BACKFILL; (3) INSTALLATION OF A FULLY AUTOMATED IRRIGATION SYSTEM; (4) WELL CONSTRUCTION AND ALLOW FOR EXPANSION
<br />AND CONTRACTION.
<br /> DEVELOPMENT; (5) INSTALLATION AND ELECTRICAL CONNECTION OF PUMP STATIN; (6) HYDROSTATIC AND OPERATIONAL E. MAKE ALL CONNECTIONS
<br /> BETWEEN PLASTIC PIPE AND METAL VALVES OR STEEL PIPE WITH THREADED FITTINGS USING
<br /> TESTING OF ALL SYSTEMS; (71 PREPARATION OF AS-BUILT DRAWINGS. PLASTIC MALE ADAPTERS.
<br /> B. GENERAL: F. ALL ABOVE GROUND PIPE, (EXCEPT SHRUB RISERSJ, SHALL BE SCH. 40 GALVANIZED
<br /> STEEL PIPE.
<br /> I. PERMITS AND FEES: OBTAIN ALL PERMITS, (EXCEPT FOR WATER USE PERMIT) AND PAY REWIRED FEES TO ANY GOVERNMENTAL AGENCY 3
<br /> APRINKLER INSTALLHALL SPRINKLERS AS DETAILED ON DRAWINGS.
<br /> HAVING JURISDICTION OVER THE WORK. INSPECTIONS REWIRED BY LOCAL ORDINANCES WRING THE COURSE OF CONSTRUCTION B. DO NOT
<br />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
<br /> OF PIPE AND FLUSHING LINES.
<br /> SHALL BE FURNISHED TO THE ENGINEER TO SHAY THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE PLANS AND A. CAP
<br />OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE Of MATERIALS
<br /> SPECIFICATIONS. THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION
<br /> Of INSTALLATION.
<br /> 2, APPROVAL: WHEREVER THE TERMS "APPROVE' OR 'APPROVED' ARE USED IN THE SPECIFICATIONS, THEY B. THOROUGHLY FLUSH
<br /> OUT ALL LINES WITH WATER BEFORE INSTALLING ANY HEAD59 VALVES, AND OTHER APPARATUS.
<br /> APPROVED BY ENGINEER. C. TEST IN ACCORDANCE WITH PARAGRAPH ON
<br /> SHALL MEAN JdDROSTATC TESTING.
<br /> J. COORDINATION: THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ENGINEER TO ENABLE THE WORK TO PROCEED D. UPON COMPLETIN,
<br /> THE CONTRACTOR SHALL COMPLETE ASSEMBLY AND ADJUST SPRINKLER HEADS FOR PROPER
<br /> AS RAPIDLY AND EFFICIENTLY AS POSSIBLE.
<br /> 4. INSPECTION OF SITE: DISTRIBUTION AND COVERAGE.
<br /> A. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. SHOULD UTILITIES NOT SHOWN ON THE S. HYDROSTATIC
<br />TESTS:
<br /> PLANS BE FOUNDNOTIFYA. REQUEST THE PRESENCE Of THE
<br /> Tiff ENGINEER FOR !NSTAMIVIVS A� IU B. TESTING 70 BE ACCOMPLISHED OTHE EXPENSE Of THE CONTRACTOR
<br /> AND IN THE PRESENCE OF THE ENGINEER.
<br /> FURTHER ACTION. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGE(S) THERETO ARISING C. CENTER LOAD
<br /> PIPING, LEAVING JOINTS EXPOSED WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SL/PP/NG
<br /> FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOWN ON PLANS.
<br /> B. ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED AND LOCATED BY THE IRRIGATION CONTRACTOR PRIOR TO WHILE UNDER PRESSURE.
<br /> D. APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 125 PSI, FOR AT LEAST 3 HOURS AND
<br /> WITH ALL RISERS
<br /> COMMENCING WORK IN THE PROJECT AREA. IF UTILITY PLANS ARE AVAILABLE, THE CONTRACTOR SHALL EXAMINE
<br /> THEM AND BRING ANY AND ALL CONFLICTS TO THE ATTENTION OF THE ENGINEER WHO SHALL COORDINATE THE CAPPED AS FOLLOWS:
<br /> ADJUSTMENTS. WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST, UTILITY LOCATION MAY REED TO BE L = SD(PX/2
<br /> _ _LOCATIONTAKED BY A SURVEYOR OR THE UTILITY COMPANIES. THE IRRIGATION CONTRACTOR SHALL CONTACT SUNSHINE 72 Iff22DO
<br /> HOURS BEFORE YOU DLG AT I-800-432-4770 TO SCHEDULE LOCATION OF UTILITIES WHICH SUBSCRIBE TO THEIR SERVICE . N WHICH,
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITIES, INCLUDING THOSE WHICH DO NOT SUBSCRIBE L - LENGTH O LEAKAGE,IPETET
<br /> GALLONS PER HOUR
<br /> TO SUNSHINE. REFER TO ROADWAY PLANS (GENERAL NOTES) FOR A LIST OF KNOWN UTILITY PROVIDERS IN THE AREA. 5 = PIPE DIAMETER,OF
<br /> PIPE TESTED IN FIELD
<br /> D = PIPE GETEIN INCHES
<br /> 5. PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS: THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO P = AVERAGE
<br /> TEST PRESSURE, IN PSI GAUGE.
<br /> PROTECT SITE CONDITIONS DURING THE COMPLETION OF WORK, SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALL £. IF THE ALLOWABLE
<br /> LEAKAGE IS EXCEEDED, THE CONTRACTOR SHALL LOCATE ALL LEAKS AND MAKE THE REQUIRED
<br /> REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT HIS OWN EXPENSE. REPAIRS, ONCE COMPLETED, THOSE PORTIONS SHALL
<br />BE RETESTED.
<br /> 6. AS-BUILT DRAWINGS, ON A REPRODUCTABLE MYLAR(SJ SHALL SHOW DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE F. REPAIR
<br />LEAKS RESULTING FROM TESTS.
<br /> DURING CONSTRUCTION/ AFFECTING ALL COMPONENTS. THE DRAWINGS SHALL ALSO INDICATE 6. AUTOMATIC CONTROLLER:
<br /> ANO SHOW APPROVED SUBSTITUTES OF SIZE, MATERIAL, AND MANUFACTURES NAME AND CATALOG NAME A. CONNECT REMOTE CONTROL VALVES TO
<br /> CONTROLLER IN THE SEQUENCE AS SHOWNON THE TAR TING WITH
<br /> AND CATALOG NUMBER. THE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF WORK. STATIONS I, 21 3,
<br /> ETC. PLANS, S
<br /> C. MATERIALS: 7 . AUTOMATIC CONTROL WIRING:
<br /> A. INSTALL CONTROL WIRING, SPRINKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE.
<br /> I2.. GENERAL: ALL MATERIALS THROUGHOUT O/T THE SYSTEM SHALL NY NEW AND I( PERFECT CONDITION. B. INSTALL CONTROL
<br /> WIRES AT LEAST 18' BELOW FINISH GRADE AND LAY TO THE SIDE AND BELOW THE MAIN LINE.
<br /> O PLASTIC STM ALL . A LINES SHALL BE SCH. 40 POLYVINYL CHLORIDE (PVC) PIPE, WHITE O COLOR, AND SHAH PROVIDE
<br /> LOOPED SLACK OF VALVES AND SNAKE WIRES IN TRENCH TO ALLOW FOR CONTRACTION OF WIRES. TIE WIRES
<br /> CONFORM D ASTM D-222. ALL LATERAL PIPING SHALL BE PVL AND WHITE IN COLOR, SCH. f60 SOLVENT WELD CONFORMING IN BUNDLES
<br /> AT 100' INTERVALS.
<br /> TO ASTM D-RB4 AND D-2241
<br /> J. MAIN LINE FITTINGS: C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY ON RUNS OVER 500 FT.
<br /> ALL WIRE SPLICES SHALL BE MADE IN A UL
<br /> A. SERVICE TEE - SCH. BO FITTINGS MANUFACTURED By MARCO OR APPROVED EQUAL. APPROVED, WATERTIGHT WIRE SPLICE KIT.
<br /> D. ALL WIRING PASSING UNDER EXISTING OR FUTURE PAVING, CONSTRUCTION, ETC., SHALL BE ENCASED
<br />IN PLASTIC SCH.
<br /> B. DIRECTIONAL CHANGES; SCH. 80 FITTINGS MANUFACTURED BY HARCO OR APPROVED EQUAL. 40 PVC SLEEVE AT LEAST 16 INCHES
<br /> BEYOND EDGES OF PAVING OR CONSTTIKTKIN. THE DEPTH OF ALL SLEEVES
<br /> 4. SOLVENT CEMENT: COMPATIBLE WITH PVC PIPE, OF PROPER CONSISTENCY, AND COLOR. ALL PVC PIPE SHALL BE CLEANED SHALL BE
<br /> AT LEAST 36 INCHES BELOW ROADWAY PAVEMENT GRANDE.
<br /> AND ETCHED PRIM TO GLUING.
<br /> B. BACKFILL AND COMPACTING:
<br /> . SPRINKLER HEAD RISERS: USE SCH. 40 PVC FOR ALL RISERS. PIPE SHALL BE CUT IN A STANDARD PIPE CUTTING TOOL A.
<br /> AFTER SYSTEM IS OPERATING AND THE REWIRED HYDROSTATIC TESTING 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
<br />EXCAVATIONS AND TRENCHES WITH 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
<br /> IN 6' LIFTS ALL TRENCHES, REGMOLESS OF TN£ TYPE Of PIPE COVERED. ALL BACKFILLED MEAS
<br /> UP. SHRUB RISER PIPE ASSEMBLIES SHALL BE AS DETAILED, SHALL B£ COMPACTED TO MINIMUM 98X ASSHTO T-1LE DENSITY.
<br /> 6. REMOTE CONTROL VALVES; (IN VALVE BOXES) SEE LEGEND C. OR£55 Off ALL AREAS TO FINISH GRADES.
<br /> 7. CONTROL WIRING: 24 VOLT SOLID UL APPROVED FOR DIRECT BURIAL IN GROUND. MINIMUM WIRE SIZE: 12 GAUGE.
<br /> 8. SLEEVES: UNDER ALL WALKS AND PAVED MEAS AND WHERE INDICATED ON DRAWINGS. MINIMUM SCH. 40 GENERAL NOTES:
<br /> PVC PLASTIC K PIPE AND SHALL BE 5/ZED AT !EAST TWO 121 TIMES THE DIAMETER OF INSERTED PIPE, (UNLESS OTHERWISE NOTED). I. THE
<br /> CONTRACTOR SHALL TEST IRRIGATION WATER AFTER THE WELL 15 CONSTRUCTED TO INSURE IT 15 SUITABLE FOR LANDSCAPE
<br /> 9. SPRINKLER HEADS: SEE LEGEND IRRIGATION. IF THE IRON CONTENT EXCEEDS 1.2 PMTS PER MILLION,
<br /> 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
<br /> OTHER STRUCTURES ME NOT
<br /> 1. EXCAVATION AND TRENCHING: STAINED. THIS WORK, (IF NEEDED), WILL BE 1N ADDITION TO THE CONTRACT.
<br /> A. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDED UNDER THIS SECTION, 2. ALL
<br />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
<br /> MAKE ADJUSTMENTS TO THE IRRIGATION SYSTEM TO INSURE IOOX COVERAGE AND TO MINIMIZE OVERSPRAY.
<br /> INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO THEIR ORIGINAL CONDITIONS AND IN A THE CONTRACTOR
<br /> SHALL SUBSTITUTE ADJUSTABLE NOZZLES FOR FIXED PATTERN NOZZLES SPECIFIED WHERE NECESSARY.
<br /> MANNER APPROVED BY THE ENGINEER. 4. THE CONTRACTOR SHALL RUN 3 ADDITIONAL SETS OF WIRES IN EACH DIRECTION
<br /> TO EACH END OF TH£ PAIN FOR FUTURE USE.
<br /> B. WHEN INSTALLING 2 PIPES IN THE SAYE TRENCH, THE TRENCH SHALL BE MADE WIDE ENOUGH TO ALLOY A MINIMUM OF 6 5.
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FON HARD WIRING ALL ELECTRICAL SERVICE CONNECTIONS.
<br /> INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE 6. ALL
<br /> MAIN LINE SLEEVE LOCATIONS ARE ACCOMPANIED WITH A 2' ELECTRICAL SLEEVE FOR THE CONTIIOI. WIRING.
<br /> THE MINIMUM COVER FRO/! FINISH GRADE AS FOLLOWS: 7. FINAL LOCATION OF ALL COMPONENTS SHALL BE SUBJECT TO ENGINEERS
<br /> APPROVAL,
<br /> 1) 18' MINIMUM COVER OVER MAIN LINES B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONTACT THE
<br /> ENG/NEER FOR HYDROSTATIC AND OPERATIONAL TESTING.
<br /> 21 120 MINIMUM COVER OVER CONTROL WIRING FROM CONTROLLER TO VALVES. 9. ALL MAIN LINE PIPES PLACED IN SLEEVES
<br /> SHALL BE SCH. 40 SOLVENT WELD WITH ADEQUATE RESTRAINTS. THE SLEEVE
<br /> 3) 12' MINIMUM COVER OVER LATERAL LINES TO HEADS. SHALL BE A MINIMUM TWO (2) TIMES LARGER THAN THE
<br /> ENCASED PIPE DIAMETER.
<br /> C . MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLAGS AS REQUIRED FOR MAINTAINING AREAS OF WORK IO• ALL COMPONENTS
<br /> SHOWN AND/LN DEPICTED ON THE PLAN SHEETS REPRESENT APPROXIMATE LOCATION ONLY, AND ME FOR
<br /> AND PROVIDING A SAFE WORK ENVIRONMENT. CLARIFICATION PURPOSES. THE FINAL LOCATION Of ALL COMPONENTS SHALL
<br /> BE SUBJECT TO APPROVAL BY THE ENGINEER.
<br /> 2. PIPE LINE ASSEMBLY: 11. CONTRACTOR SHALL PROVIDE POWER SUPPLY FOR IRRIGATION PUMPS IN ACCORDANCE
<br /> WITH ALL NOTES AND DETAILS.
<br /> A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL; PLACE NO CLOSER THAN 12. DO NOT
<br /> SCALE PLAN FOR EXACT HEAD LOCATION.
<br /> 4 FEET TO WALK EDGES, STRUCTURES, AND WALLS. 13. IRRIGATION COMPONENT TRADE NAMES ARE SPECIFIED DUE TO
<br /> MAINTAINING AUTHORITIES REQUEST TO INSURE COMPATIBILITY WITH OTHER
<br /> B. LATERALS SHALL BE 5CH. /60 PVC. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED USING HEAVY DUTY COUNTY SYSTEMS.
<br /> ALL SUBSTITUTIONS TO MATERIALS SPECIFIED SHALL BE APPROVED BY THE ENGINEER AND THE MAINTAINING AUTHORITIES.
<br /> By I DESCRIPTION REVISIONS Lw4=" ATdA@d Of : ROSH . sur, ,STA7B QAITQR/Q1
<br /> ® Cotleur Hearing LNPARTM"T LIP MAWPOPrATTON SHEET
<br /> 1934 CFWWso lens SSubi N0.
<br /> JJupiter,, FiorNle 33458 PO's NO. I COUNTY I FINANCIAL PROJECT ID IRRIGATION NOTES
<br /> 581-7473336 Fm56l-747-1377 SR 5 INDIAN RIVER 228583 -3-52-01 LD-14
<br /> License No. LC-CO00739
<br /> B/3/2m7 9:JIYJ AY \YYrOrOYVi eoM DIY\p,o/F1,-IJW\22BSeJ-J-„5-IMbn-INVgWryymllr0pdpn
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