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Home My WebLink About2557-4R M. 1. IT IS THE INTENTION OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SPRINKLER SYSTEM WHICH WILL OPERATE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATIONS. 2. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF FURNISHING OF ALL LABOR, TOOLS, MATERIAL, APPLIANCES, TESTS, PERMITS, ETC., NECESSARY FOR THE INSTALLATION OF A LANDSCAPE SPRINKLER SYSTEM, AS HEREIN SHOWN, NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR APPROVAL. AND ACCEPTANCE BY THE OWNER ANNOR r3f3MNING ASE MS . MATERIALS NOT APPROVED MAY BE REJECTED BY OWNER OR GOVERNING AGENCIES AND REPLACED WITH THE REQUIRED MATERIALS AT THE CONTRACTOR'S EXPENSE. 3. THE SYSTEM SHALL EFFICIENTLY AND EVENLY IRRIGATE ALL AREAS TO BE WATERED AND BE COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR OPERATION TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 4. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE SPRINKLER CONTRACTOR. 5. THE LANDSCAPE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE 'AS BUILT' DRAWING ON VELLUM SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED, THESE DRAWINGS TO BE DELIVERED ON OR BEFORE FINAL INSPECTION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 6. SHOULD IT BECOME EVIDENT THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVISION PRIOR TO INSTALLATION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS THAT MAY BE NECESSARY. 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, -RETAINING WALLS, AND SUBSTRUCTURE UTILITIES, POINTS OF CONNECTIONS, ETC. HE SHALL COORDINATE HIS WORK WITH THE OTHER GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR ANY LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER PAVING, WALKS, ROADWAYS, STRUCTURES, ETC. MATERIALS: • 1. CLASS 315. Oe SC" 40 PTC r-012 2. ALL SPRINKLER LATERAL LINE PIPING SHALL BE PVC CL. 200 MINIMUM. 3. ALL PVC FITTINGS SHALL BE HIGH IMPACT SCHEDULE 40. 4. ALL CONTROL WIRING SHALL BE COLOR CODED AND SIZED PER VALUE MANUFACTURER'S RECOMMENDATIONS, INSTALLATION: 1. SPACING OR SPRINKLER HEADS AND LOCATIONS OF VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE INDICATED ON THE DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST HAVE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR MAY MAKE MINOR CHANGES OR ADJUSTMENTS DUE TO CERTAIN UNFORESEEN FIELD CONDITIONS. 2. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM OF EARTH COVER OF 18" ABOVE THE TOP OF THE BARREL OF THE PIPE FOR ALL "MAINLINE" PIPING AND 12" MINIMUM COVER OVER ALL "LATERAL" PIPE LINES. ALL PIPING UNDER ROADWAYS WILL HAVE A MINIMUM COVER OF 24 ". 3. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 150 PSI FOR A PERIOD OF (3)THREF-HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTING AND INSTALLING NEW MATERIALS AND REPEATING THE TEST. 4. ALL TRENCHES WILL BE BACKFILLED AND COMPACTED TO A RELATIVE DENSITY EQUAL TO ADJACENT UNDISTURBED SOILS TO PREVENT ANY SETTLEMENT. 5. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE OR THE GOVERNING AGENCIES PROVIDING INSPECTIONS. 6. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH, INCIDENTAL TO WORK OF THIS SECTION. 7. CONTRACTOR MAY BE REQUIRED TO MAKE MINOR FIELD CHANGES THAT DO NOT REFLECT ON THESE DRAWINGS. 8. CONTRACTOR TO PROVIDE A GUARANTEE ON ALL IRRIGATION MATERIAL. ALL WORK SHALL BE GUARANTEED FOR A ONE (1) YEAR PERIOD FROM THE DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE SATISFACTION OF THE OWNER. NOTE; ALL REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY UPON NOTIFICATION BY THE OWNER AT NO COST TO THE OWNER. 9. ELECTRICAL SUPPLY TO CONTROLLER; ALL NECESSARY ELECTRICAL SHALL BE PROVIDED BY THE OWNER OR HIS ELECTRICAL CONTRACTOR Tn THE rnNTRnLLFR LOCAT T ON 7 ND T CATED ON THE nR AWT Nc;S . 1 . rO1)M:R'; ; I NSTA1.r, ALG MATER I AGS TO CnMP[.Y WITH APPLICABLE CODES AND ORDI NANCFS, AS GALLED FOR IN THE LEGEND AND DETAIL. ---�, DRAWINGS. 2. DIMENSIONS; ALL SCALED DIMENSIONS ARE APPROXIMATE AND DIAGRAMMATIC, COMPONENTS SHOWN WITHIN PAVED AREAS ARE SHOW$ FOR CLARITY ONLY, AND SHALL BE INSTALLED WITHIN PLANTED AREAS WHEREVER POSSIBLE. 3. PRESSURE; VERIFY STATIC PRESSURES SHOWN ON DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IF LESS THAI THAT SHOWN. 4. CONNECTION; ALL PIPING BETWEEN WATER METER AND BACKFLOV PREVENTER (WHERE APPLICABLE) SHALL BE PER ALL LOCAL CODES; 5. VALVE BOXES; INSTALL VALVE BOXES PER DETAILS, W/STATION N0# STENCILED ON LID IN YELLOW PAINT 2" IN HEIGHT. 6. SPRINKLER PRESSURE; ADJUST REMOTE CONTROL VALVES TO PROVID= REQUIRED PRESSURE.AT FARTHEST SPRINKLER HEAD AS INDICATED ON. LEGEND. CHECK PRESSURE WHILE HEAD IS OPERATING BY MEANS Of PILOT TUBE AND PRESSURE GAUGE (IMPACT HEADS) OR TAPPED COUPLING AND PRESSURE GAUGE (SPRAY HEADS). 7. COVERAGE; ADJUST ALL SPRINKLERS TO PROVIDE REQUIRED COVERAGE WITH MINIMAL OVERSPRAY INTO NON -IRRIGATED AREAS, PERFORM COVERAGE TEST UPON COMPLETION, IN PRESENCE OF INSPECTOR. 8. PRESSURE REGULATORS; INSTALL PRESSURE REGULATORS WHER* INDICATED ON DETAILS. CONTRACTOR TO INSTALL PER LOCAL CODE1 AND MANUFACTURERS RECOMMENDATIONS. 9. FLUSHING LINES; IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, DRIVES, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT EXISTING SITE CONDITIONS AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE BEST OPERATING PRESSURE FOR EACH SECTION. 10. SLEEVES; ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED PRIOR TO PAVING BY THE LANDSCAPE CONTRACTOR. USE SCHEDULE 40 PVC FOR ALL SLEEVING FOR MAINLINE AND LATERAL LINES WHEREVER NECESSARY. CONTRACTOR TO INSTALL SLEEVES FOR ALL ELECTRICAL WIRING UNDER ALL PAVED AREAS. 11. COMPONENTS; INSTALL COMPONENTS AS CALLED FOR IN THD SPECIFICATIONS AND DETAIL. 12. SUBSTITUTIONS; CONTRACTOR KILL MAKE NO SUBSTITUTIONS OF ANS' KIND WITHOUT FIRST OBTAINING PERMISSION FROM THE LANDSCAPE ARCHITECT. 13. UNLESS OTHERWISE STATED, ALL INSTALLATION OF IRRIGATION EQUIPMENT IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO SECTIONS 308 AND 212 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1979 EDITION AND THE CITY OP FONTANA GENERAL SERVICES AGENCY LANDSCAPE CONSTRUCTION STANDARD DETAILS. 14. REQUIRED CITY INSPECTIONS; 1. PIPE LAYOUT AND TRENCH DEPTH PRIOR TO BACKFILLING. 2. IRRIGATION COVERAGE. 3. PLANT MATERIALS PRIOR TO INSTALLATION. 4. FINAL GRADE PRIOR TO SEEDING. (CERTIFICATION SEED TAGS REQUIRED). 5. INSPECTION PRIOR TO START OF MAINTENANCE PERIOD. 6. FINAL INSPECTION FOR CITY ACCEPTANCE AND BOND RELEASE. R NOTE; CONTACT GENERAL SERVICES AGENCY 48 HRS. PRIOR TO INSPECTION. TELEPHONE; 714/350-6703 �'�.IcHWv STA« 0 RECTANGULAR PLASTIC VALVE BOX'iINISN GRADE ulul�l� - , IIIIIIJIIIIi�I � �• • Ililll REMOTE CONTROL VALVE:.. = Ullll EPO WIRE CONNECTOR$ 24" EXPANSION COILS *14 OF CO ROL ,WIRES PVC LATERAL -ANGLE TO SPECIFIED DEPTN W/4S' ELS0102, 24" 15VO 2E Fj,eST FITTINr, VINYL T W/.STATION 0 00 ° 'BCH. SO PVC HIPP c w" REDWOOD -=x4 110 or 0 .. ti ' ?~• C ED HOCK. Ir DEEP PVC•SLIOW .'fir' t• ! ,' s. ,•t ' PVc w►IN ilMs*,r1 jNoG • L - - R 1• 4PH W Ov 16306 MALLORY PE -00 CMS ENGINEERING - TRACT Civil Engineers • Planners • Land Surveyors 5206 Benito Street, Suite 202, Montclair, CA 91763, 714/625-7969 CITY CSF FONTANA PREPARED FOR: CMS Development Company 5206 Benito St, , Suite l OZ COUNTY OF SAM BER.NARDI NO Man t cr a it CA (3 1 76 3 SCALE NC) SC&L_E DATE I- IG - SCI LANDSCA PE PLA)h pNa. Z515"7 jos No. 882 Sher of Gj .