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Home My WebLink About4065-41. GENERAL -ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CITY AND COUNTY CODES, AND THESE PLANS. A. THE CONTRACTOR SHALL CAREFULLY REVIEW THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. B. THE CONTRACTOR SHALL CARRY ALL WORKERS PUBLIC LIABILITY, AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY OWNER. C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING TESTING OF ALL MAIN LINE, POINT OF CONNECTIONS LATERAL LINE, RISERS AND FITTINGS, AND THE FURNISHING AND INSTALLING OF SPRINKLER HEADS, CONTROLLERS, CONTROL WIRES (TO VALVES), ELECTRICAL CONTROL VALVES, BACKFLOW PROTECTION, EXCAVATION AND BACK FILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PROPERTY, TRANSPORTATION AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS AND/OR NOTES, INCLUDE AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING ITEMS: A. INSTALL COMPLETE OPERABLE INDEPENDENT, AUTOMATIC, IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGEND AND NOTES. B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING SETTLING OF BACK FILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. UTILITIES PLANS MAY BE OBTAINED FROM OWNER. 7. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. 8. IRRIGATION DESIGN IS BASED ON 70 PSI AVAILABLE WATER PRESSURE AT 30 GPM. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO CONSTRUCTION SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) PER PLAN 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE TO THE EXISTING CONTROLLER. IF MOVED ELECTRICAL POWER SOURCE WILL BE PROVIDED BY THE OWNER WITH A JUNCTION BOX AT THE CONTROLLER LOCATION AS SHOWN ON THE PLAN. 11. ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, OF DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG #12 WHITE; ALL PILOT WIRE SHALL BE AWG #14, RED OR BLACK. 12. ALL CONTROL WIRE AND IRRIGATION LINE RUNS UNDER PAVING SHALL BE ENCASED IN SCH. 40 PVC OR SCH 80 PVC PIPE SLEEVES. 13. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT. 14. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR LED -LUBE JOINT COMPOUND (OR EQUAL). ALL PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. 15. ALL PVC SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH SOLVENT -WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT -WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. IRRIGATION NOTES OIMId anus Pint Cab TOLL na 1—a00 227-2600 To m J OWNER / DEVELOPER: 16. UPON COMPLETION OF THE PROJECT, CONTRACTOR TO TURN OVER TO OWNER: A. A REPRODUCIBLE SET OF RECORD DRAWINGS AND CONTROLLER CHART. B. 2 KEYS FOR CONTROLLER. C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. D. 2 OF EACH SPRINKLER HEAD SPECIFIED AND 2 EACH NOZZLE SPECIFIED 17. RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL REVIEW, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A REPRODUCIBLE MYLAR, OBTAINED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM TWO PERMANENT POINTS OF REFERENCE: GATE VALVES, MAIN LINE AND CONTROL WIRE ROUTING, POC, CONTROL VALVES AND CONTROLLER, QUICK COUPLING VALVES, AND OTHER PERTINENT UNDERGROUND ITEMS. 18. CONTROLLER CHART - UPON REVIEW OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART PER EACH CONTROLLER INSTALLED. A. THE CHART IS TO BE A REDUCED COPY OF THE REVIEWED RECORD SYSTEM (A BLACK LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION). B. WHEN COMPLETED AND REVIEWED, THE CHART SHALL BE HERMATICALLY SEALED BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. SILVEROAK DEVELOPMENT 19100 VON KARMAN SUITE 400 IRVINE, CA 92612 (949) 477-9550 * (949)( 477-9555 BENCHMARK: B.M. N0. 361 ELEV.= 1365.00 MARK I BY I DATE ENGINEER VALVE Bax W/LOCK 4yo�[5'�APPR BY: CITY ENCAMEER DATE: "°251a ae ROOM W.TWODLE DRAWN BY: TIMOTHY RA5TE3T CML Ar cakll ♦ DATE OF LAST REVISION: CONC. WALK 7 V1/. f 1. r CITY OF FONTANA GATE VALVE STD. PLAN NO. 519 I SHT. 1OF1 OR CURB 1 v•• FINISH GRADE � • a � a 41i • ' HI POP SHRUB HEAD PVC STREET ELL LATERAL LINE WITH PVC TEE OR ELL DOUBLE SWING JOINT 2 EA. PVC STEET ELLS NOTE: INSTALL HI—POP IRR. HEAD 1 1/2" ABOVE F.G. F.G. 1 1/20 BELOW HARDSCAPE INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE gp6IESSi� APPROVED BY: / 75,2 CffY ENGINEER DATE: t1CMFXr W. WWW E V. ,2/31/01 * DRAWN BY: TIMOTHY KA5TEDT. �f OF tl,�tild`� DATE OF LAST REVISION: APPR. DATE COUNTY �NDSCAPF 5 GR VF 1q� J �-A ti% U n Dia P�\� OF CA►.xFO CITY OF FONTANA HI POP SHRU15 HEAP STD. PLAN NO. 524 1 SHT. I OF1 Mk6216 BROCKTON AVE. SU/TE 212 RIVERSIDE, CALIF. 92,506 L®saEo.r LIC. #1512 6"MIN FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2* MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% INSTALL ALL PVC PIPE WITH LABEL IJP. SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SUPPLY UNE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. APPROVED BY: 1"14v CITY ENGINEER DATE: ERT ROAW. WEDDLE DRAWN BY: TIMMY KASTEOT DATE OF LAST REVISION: 10- VALVE BOX MARKED W/ 2 LETTERS READING O.C. W/ LOCKING BOLT LID FINISH GRADE 6" MIN PEA GRAVEL BRASS STREET ELL WP CITY OF FONTANA TKENCHING DETAIL STD. PLAN NO. 515 1 SHT. 1 OF1 QUICK COUPLER VALVE A 12" MIN. FROM HARDSCAPE MATERM s � WD z 4 ROR BRMK ;S NIPPLE 6" MIN PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN_ #4 REBAR. ATTACH W/(2) STAWLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS y�® �10IESS/glf APPROVED BY: k 2512 CIITY ENGIN DATE: ROWRT W. WEDDLE 4c EV. 121�+/Di DRAWN BY: nMoTHY msTEDT DATE OF LAST REVISION: CITY OF �� PUBLIC •sas«sor:■ PH. (951) 781-1930 DRAWN BY: rL.mmmm amL FAX (95186-8091 PROJECT# 05102 JE DESIGNED BY: PREPARED BY: JE DATE: CHECKED BY RH APPROVED CITY OF FONTANA QUICK COUPLER STD. PLAN NO. 521 I SHT. I OF1 FONTANA, CALIFORNIA WORKS DEPARTMENT LANDSCAPE PLAN SCALE: FOR 1"-30' TRACTS 1503 DATE: R R I Tp IN TA I LS August 6, 2008 WG. N0. SHEET I 4065 ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 4 of 6