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Home My WebLink About4712-4FINISHED GRADE s" MIN FROM HARDSCAPES 6" 1. GENERAL - ALL WORK SHALL BE DONE IN ACCORDANCE WITH NON PRESSURE LATERAL LINE APPLICABLE CITY AND COUNTY CODES, AND THESE PLANS. ? ? TERAL LINE A. THE CONTRACTOR SHALL CAREFULLY REVIEW THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING PRESSURE StIPPi. UNE ANY WORK UNDER THIS CONTRACT. B. THE CONTRACTOR SHALL CARRY ALL WORKERS VALVE Box wfL00c CQNTRQLL WIRES PUBLIC LIABILITY, AND PROPERTY DAMAGE INSURANCE AS LEAN BACKFILL REQUIRED BY OWNER. �.--FINISH GRADE C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS 18� AND PAY FOR SAME. 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION r �` 6"MII`l OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING r ' ' - TESTING OF ALL MAIN LINE, POINT OF CONNECTIONS BRASS P MALE ADAPTOR FINE GRANULAR MATERIAL UIILL BE PLACED ON ALL LIKES. NO LATERAL LINE, RISERS AND FITTINGS, AND THE FURNISHING GATE VALVE LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERM17TED IN THE INITIAL MKFILL MEASURED B` FROM THE TOP OF P1PF, THE REMNAIDER AND INSTALLING OF SPRINKLER HEADS, CONTROLLERS, OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. CONTROL WIRES (TO VALVES), ELECTRICAL CONTROLALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% VALVES, BACKFLOW PROTECTION, EXCAVATION AND BACK FILL AND ALL a MAINLINE INSTALL ALL PVC PIPE 1NiTH LaeE1. UP. OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS AND NOTES. • 2" x 4" ROD BLOCK SNAKE ALL PIPE IN TRENCH. MATERIALS EQUIPMENT BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE PROPERTY, TRANSPORTATION AND PERFORM ALL OPERATIONS CHANGES IN DIRECTION. REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS I CU. FT. PEA GRAVELn INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS AND/OR PRESSURE MAIN� AND LARGER SHALL. 8E P.V.C. GLASS 335 SMALLER NOTES, INCLUDE AS A PART OF THE IRRIGATION WORK, BUT NOT THAN 2' SHALL 8E P.V.C. SCHEDULE 40. LIMITED BY IT, ARE THE FOLLOWING ITEMS: CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LIMES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. A. INSTALL COMPLETE OPERABLE INDEPENDENT, AUTOMATIC, CONTRACTOR SHALL. PROVIDE 24" INCHES OF COVER OVER PIPE IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGEND SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE AND NOTES. 3" AND LARGER. 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 n�ESS1 APPROVED BY: CITY OF FONTANA INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF ��AafESSj APPR D BY: CITY OF FONTANA THE CONTRACT.' CI1"1( ENGINEER DATE: +° � CITY EIIIGfNEER DATE: �a �sfZa RQBERI' W. VYBDDLE TRENCHING DETAIL PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. Iia �+� ROe�'tW.�YEDDI� SATE VALVE � � n�� ,� �� BY. 1�M�Y,�. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH STATIONARY '• 12�'/01 '� DRAWN BY: TIMOTHY KA5MVr - '��r Qom` DA OF ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS ff� �+ LAST REVISION: S'I•D. PLAN NO. 515 SHT. 1OF1 DETAILS. �� DATE OF LAST REVISION. SM. PLAN NGT. 519 SHT. IOF1 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 16. UPON COMPLETION OF THE PROJECT, CONTRACTOR TO TURN OVER TO EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OWNER: OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. UTILITIES PLANS MAY �o" VALVE eox MARKED G z� TER LETS REAoINc O.C. oulcK COUPLER VALVE BE OBTAINED FROM OWNER. A. A REPRODUCIBLE SET OF RECORD DRAWINGS AND CONTROLLER w/ LOCKING BOLT UO CHART. CONC. WALT FINISH GRADE 12 MIN. FROM HAROSOAPE MATERIAE.! OR CURB 1 �� ,� 7. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS B. 2 KEYS FOR CONTROLLER. f� EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. w FINISH GRADE C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. j �. _ 6" MIN PEA GRAVEL 18 2 Y 4 FM OR BRECK 8. IRRIGATION DESIGN IS BASED ON 70 PSI AVAILABLE WATER PRESSURE AT 30 GPM. D. 2 OF EACH SPRINKLER HEAD SPECIFIED AND 2 EACH NOZZLE SPECIFIED BRASS STREET ELL TVP. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO CONSTRUCTION SHOULD A a HI POP SHRUB HEAD S NIPPLE 60 MIN DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING 17. RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A M stir 40 TEE OR &L CONSTRUCTION. COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW LATERAL UNE SIZE TO BE NOTED 019 PLAN EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL REVIEW, THE 9. CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) PER PLAN CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A 24" MIN. #4 RESAR. ATTACH REPRODUCIBLE MYLAR, OBTAINED FROM THE LANDSCAPE ARCHITECT. ALL WORK PVC STREET ELL w/(2) STAINLESS STEEL BANDS 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM TWO LATERAL LfNE WITH SERVICE TO THE EXISTING CONTROLLER. IF MOVED ELECTRICAL POWER SOURCE PERMANENT POINTS OF REFERENCE: PVC TEE OR ELL NOTE: WILL BE PROVIDED BY THE OWNER WITH A JUNCTION BOX AT THE CONTROLLER DOUBLE SWING JOINT USE TEFLON TAPE ON ALL THREADED FITTINGS LOCATION AS SHOWN ON THE PLAN. GATE VALVES, MAIN LINE AND CONTROL WIRE ROUTING, POC, 2 EA. PVC STEET ELLS 11. ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, OF DIRECT CONTROL VALVES AND CONTROLLER, QUICK COUPLING VALVES, BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG #12 WHITE; ALL PILOT WIRE AND OTHER PERTINENT UNDERGROUND ITEMS. SHALL BE AWG #14, RED OR BLACK. 18. CONTROLLER CHART - UPON REVIEW OF THE FINAL RECORD DRAWINGS, NOTE: 12. ALL CONTROL WIRE AND IRRIGATION LINE RUNS UNDER PAVING SHALL BE PROVIDE ONE CHART PER EACH CONTROLLER INSTALLED. INSTALL HI—POP IRR. HEAD 1 1/2' ABOVE F.G. ENCASED IN SCH. 40 PVC OR SCH 80 PVC PIPE SLEEVES. F.G. 1 1/20 BELOW HARDSCAPE A. THE CHART IS TO BE A REDUCED COPY OF THE REVIEWED RECORD 13. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THE FIELD BY THE SYSTEM (A BLACK LINE PRINT REDUCED TO THE MAXIMUM SIZE THE INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE LANDSCAPE ARCHITECT. CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION). 14. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR B. WHEN COMPLETED AND REVIEWED, THE CHART SHALL BE HERMATICALLY LED -LUBE JOINT COMPOUND (OR EQUAL). ALL PVC THREADED CONNECTIONS SHALL BE SEALED BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND COATED WITH TEFLON TAPE. MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO 15. ALL PVC SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH SOLVENT -WELD TAPE OR EQUAL. MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD �toofEss�o,�F APPROVED BY: CITY OF FONTANA PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. ~� fEssJ APPROVED 8Y: � •� CITY OF FONTANA k 25126 CITY ENaINER DATE: or .� * I2/a► F RoeeRrw.Le QUICK COUPLER - -- — * DRAWN IBY: TIIUIQ7HY F�1a7Eyr CITY FENG NEER DATE: sift Hm 25126 Raemrw. wF.E�mE Hl POP 5HRUL3 HEAP f�� DATE OF BAST REVISION: STD. PLAN NO. 521 SHT. 1 OF1 * 'o-'2/31/0' BRAWN BY: TIMoT-Ir RASTEvr. IRRIGATION NOTES °�` '��/� � DATA OF LAST REVISION: STD. PLAN NO. 524 1 SHT: 1 OF -1 5 BENCHMARK: JE 8.1.08 1ST PLAN CHECK COMMENTS CITY OF FO NTANA, CALIFORNIA OWNER /DEVELOPER: - SC,4PF 6216 BROCKTON AVE., SU/TE 212 o Pint B.M. NO.36, Env.- 1365.00 0` Ue, .q,Q RIVERSIDE, CALIF. 92506 PUBLIC WORKS DEPARTMENT CA ML RE NEWWEST �� " K��s�i r.�wa�aor� PH. 12 a � �s�� 951781-1930 � FAX ( DRAWN BY: LANDSCAPE PLAN SCALE. 1 S� NAIL IN POLE #1536697E J ure -4 (951 ) 686-8091 JE FOR N.T.S. 2Z7111111za0p HOME S.W. CORNER SULTANA & BASELWE R '/*Mgbc DDESIGNED BY: TRACT 16243 DATE: 450 NEWPORT CENTER DRIVE SUITE 480 S� ae �Q PREPARED BY: JE AUGUST1, 2008 NEWPORT BEACH, CA 92660 qT ,I -R -RI ATION DETAI NOTES (949) 640-6420 * FAX: (949) 640-6484 MARK BY DATE APPOF CI��-��O CHECKED BY APPRNEDByDWG. N0. SHEET DATE: MH •� ENGINEER COUNTY RHA PROJECT # 071534rE ENGIN RDO SANDOVAL, R.C.E. 51152 4712 4 OF 6