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Home My WebLink About3526-4FINISWED GRADE 6" MIN FROM HARDSCAPES s° 1. GENERAL - ALL WORK SHALL BE DONE IN ACCORDANCE WITH NON PRESSURE LATERAL LINE APPLICABLE CITY AND COUNTY CODES, AND THESE PLANS. z TERAL LINE A. THE CONTRACTOR SHALL CAREFULLY REVIEW THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDINGS OD N PRESSURE SUPPLY UNE: WITH ANY WORK UNDER THIS CONTRACT. B. THE CONTRACTOR SHALL CARRY ALL WORKERS VALVE eox W/LOCK CONTROLL 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 OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING i I t • • —' s"MIN TESTING OF ALL MAIN LINE, POINT OF CONNECTIONS BRASS FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO AND THE FURNISHINGS PVC MALE ADAPTOR LATERAL LINE, RISERS AND FITTINGS, GATE VALVE - LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE AND INSTALLING OF SPRINKLER HEADS, CONTROLLERS, INITIAL BACKFILL MEASURED 60 FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. CONTROL WIRES CTO VALVES), ELECTRICAL CONTROL ALL BACK FILL IS TO 8E SATURATED AND COMPACTED TO 9OX VALVES, BACKFLOW PROTECTION, EXCAVATION AND BACK FILL AND ALL MAINLINE INSTALL ALL PVC PIPE WITH LAF3EL UP. OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS AND NOTES. 2" x 4" Rwo BLOCK SNAKE ALL PIPE IN TRENCH. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE PROPERTY, TRANSPORTATION AND PERFORM ALL OPERATIONS CHANGE UNE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS 1 CU. FT. PEA GRAVEL INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS AND/OR PRESSURE MANN 2' AND LARGER SHALL 8E P.Y.G. CLASS 315 NOTES, INCLUDE A5 A PART OF THE IRRIGATION WORK, BUT NOT SMALLER THAN a' SHALL. BE P.V.C. SCHEDULE 40. LIMITED BY IT, ARE THE FOLLOWING ITEMS: CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES 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 oQ4pEEss/ p,! APPROVED BY: CITY OF FONTANA RELATING TO INTERPRETATION OF THE DRAWINGS AND THE �4,oFEss�d�� APPRO BY. CITY OF FONTANA h1� E�,r� ACCEPTABLE FULFILLMENT OF THE CONTRACT. CITY ENGINEER DATE: PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. TRENCHING DETAIL CITY ENGINEER DATE: ROBERT w VVEDDLE a "°' 25126� Ra�tTw.wEuuLE �� VALVE � f� 12�31/I}1 * DRAWN 13y.. TIMOTHYiu5TEDT CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH 11/11/11 DRAWN BY. TIMOTHY KASTEDT STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO sf arni \� DATE OF LAST REVISION: STD. PLNO 515 SHT. I OF CONFORM WITH THE VARIOUS DETAILS. f CI-0 DATE OF LAST REVISION: - -- STD. P#.AN No. 519 SHT. tOF1 AY Al 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 15 ACCEPTED IN WRITING BY THE OWNER. ro. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING Iro, UPON COMPLETION OF THE PROJECT, CONTRACTOR TO TURN OVER TO NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE OWNER: 10- VALVE BOX MARKEO W/ 2- LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE LETTERS REAONNG O.C. QUICK COUPLER VALVE FOR ANY DAMAGE. UTILITIES PLANS MAY BE OBTAINED FROM A. A REPRODUCIBLE SET OF RECORD DRAWINGS AND CONTROLLER w/ LOCKING BOLT urs OWNER. CHART. CONC. WALK 12 MIN. FROM wsRD5CAf?E MATERIAL'OR CURB 1 /2" �INfSH GRADE 12" � I. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE B. 2 KEYS FOR EACH CONTROLLER. FINISH GRADE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO W15 WORK C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS._ � ' , �+ + '+ _ 6" MIN PEA GRAVEL �18 Z x 4 RWO OR BRICK S. IRRIGATION DESIGN iS BASED ON -10 PSI AVAILABLE WATER D. 2 OF EACH SPRINKLER HEAD SPECIFIED AND 2 EACH NOZZLE SPECIFIED BRASS STREET ELL nP. S NIPPLE f3" MINPRESSURE AT 30 GPM. CONTRACTOR SHALL VERIFY PRESSURE HI POP SHRUB HEAD RAG PRIOR TO CONSTRUCTION SHOULD A DISCREPANCY EXIST, NOTIFY 11. RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE -- PVC SI 4O TEE OR ELL LATERAL UNE SIZE TO t3E NOTED ON PLAN CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL 9. CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) PER PLAN DRAWINGS. PRIOR TO FINAL REVIEW, THE CONTRACTOR SHALL 24" MIN. /4 REBAR. ATTACH TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TOA PVC STREET ELI_ W/(2) STAINLESS STEEL SANDS 10, IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 REPRODUCIBLE MYLAR, OBTAINED FROM THE LANDSCAPE ARCHITECT. VOLT SERVICE TO THE EXISTING CONTROLLER. IF MOVED ELECTRICAL ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING LATERAL LINE WITH NOTE: POWER SOURCE WILL BE PROVIDED BY THE OWNER WITH A JUNCTION BOX ITEMS FROM TWO PERMANENT POINTS OF REFERENCE: PVC TEE OR ELL AT THE CONTROLLER LOCATION AS SHOWN ON THE PLAN. DOUBLE SWING JOINT USE TEFLON TAPE ON ALL THREADED FITTINGS GATE VALVES, MAIN LINE AND CONTROL WIRE ROUTING, POC, 2 EA. PVC SWEET ELLS 11. ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, OF CONTROL VALVES AND CONTROLLER, QUICK COUPLING VALVES, DIRECT BURIAL QUIRE. ALL COMMON QUIRE SHALL BE AWG 012 WHITEt AND OTHER PERTINENT UNDERGROUND ITEMS. ALL PILOT WIRE SHALL BE AWG 014, 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 PROVIDE ONE CHART PER EACH CONTROLLER INSTALLED. INSTALL HI--POT' IRR. HEAD 1 1/2" ABOVE F.G. BE ENCASED IN SCH. 40 PVC PIPE SLEEVES. F.G. 1 1/2" 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 SYSTEM (A BLACK LINE PRINT REDUCED TO THE MAXIMUM SIZE THE INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE BY THE 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 B WHEN COMPLETED AND REVIEWED, THE CHART SHALL BE HERMATICALLY TEFLON TAPE OR LED-LUBE JOINT COMPOUND (OR EQUAL). ALL PVC SEALED BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO 15. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH TAPE OR EQUAL, o t9,QFE5S/pAPPROVED BY: CITY OF FONTANA SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE y�� ► 1�,�� MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL QyoFEssro APPROVED BY: w �• ® �� CITY OF FONTANA 4 � CITY ENGINEER DATE: CONNECTIONS. i ► �,►�, ROOM W. WWOLE QUICK COUPLER � � CRY ENGINEER DATE: • �� '/rte �' � �'� tz��'�°� � DRAWN BY: nr�so-r�r IZASrI:vT EV.. ►T/��/o� X126 avw. Rasm" w. � H I POP 5 H RU B HEAD f''r� cl�tlr p►�� DATE OF LAST REVISION: DRAWN ®Y: TIMOTHY RA5T1:Dt STD. PLAN NO. 521 SHT. I OF1 � � . _ IRRIGATIONN CA 0 DATE OF LAST REVISION: STD. PLAN NO. 524 1 SHT. I OF OWNER DEVELOPER: BENCHMARK: �,gyp°scq� 3612,M/SSiON /NN AV E C ITY OF FONTANA, CALIFORNIA ALIFORNIA B.M. N0. 361 ELEV.= 165.00 RIVERSIDE, CALIF. 92501 PUBLIC WORKS DEPARTMENT LIC. 1512 Cdh FRIMosotsaolqOLL E1WEST a� PH. <909> 781-1930 DRAWN BY: PARKWAY LANDSCAPE PLAN SCALE: „ ® NAIL IN POLE #1536697Ece FAX (909) 686-8091 pg FOR 1 =30,—o HOME S.W. CORNER SULTANA & BASELINE * i a u e � ew e DESIGNED BY: ACT j $Q DATE: � 369 SAN MIGUEL DRIVE, SUITE 375—A S �Q PREPARED BY: JE DEC. 17 2003 Mairqr a e �� I GAT N ETA NEWPORT BEACH, CA FAX: CHECKED BY APPROVED BY: � DWG. NO. SHEET (949) 640-6420 * FAX: (949) 640-6484 MARK BY DATE APPR. PATE £ of CAS-�� ENGINEER COUNTY DATE. � � GT-'w' ENGINEER: RICARDO SANDOVAL, R.C.E. 5115 � 4 6