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Home My WebLink About3457-5FINISHED GRADE 6" MIN FROM 6" HARDSCAPES 1. G=ENERAL - ALL WORK SHALL BE DONE IN ACCORDANCE WITH lb. UPON COMPLETION OF THE PROJECT, CONTRACTOR TO TURN OVER TO I• -- - ' APPLICABLE CITY AND COUNTY CODES, AND THESE PLANS. OWNER: NON PRESSURE LATERAL LINE A. THE CONTRACTOR SHALL CAREFULLY REVIEW THE SITE AND 2 TERAL LINE VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING A. A REPRODUCIBLE SET OF RECORD DRAWINGS AND CONTROLLER ao N WITH ANY WORK UNDER THIS CONTRACT. CHART, PRESSURE SUPPLY UNE B. THE CONTRACTOR SHALL CARRY ALL WORKERS CONTROLL + IRIIS PURL I G LIABILITY, AND PROPERTY DAMAGE INSURANCE AS B. 2 KEYS FOR EACH CONTROLLER. vaurl: BOX w/LOCK I REQUIRED BY OWNER LEAN BACKFILL. C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. FINISH GRADE 18" AND PAY FOR SAME. D. 2 OF EACH SPRINKLER HEAD SPECIFIED AND 2 EACH NOZZLE SPECIFIED 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING 11. RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP ff!TPVC 6"MIN TESTING OF ALL MAIN LINE, POINT OF CONNECTIONS TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE BRASS A�Ai.E ADAPTOR PINE GRANULAR MATERIAL. WILL BE PLACED ON ALL LIKES. NO LATERAL LINE, RISERS AND FITTINGS, AND THE FURNISHING CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL GATE VALVE LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE MITTED IN THE AND INSTALLING OF SPRINKLER HEADS, CONTROLLERS, DRAWINGS. PRIOR TO FINAL REVIEW, THE CONTRACTOR SHALL INITIAL BACKFILL MEASURED 6" FROM THE TOP OF of TRENCH CAN BE FILL WITH ROCK SCREENED 2" PIPE. THE REMAINDER MINUS. CONTROL WIRES (TO VALVES), ELECTRICAL CONTROL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TOA VALVES, BACKFLOW PROTECTION, EXCAVATION AND BACK FILL AND ALL REPRODUCIBLE MYLAR, OBTAINED FROM THE LANDSCAPE ARCHITECT. MAINLINE ALL BACK FILL rs TO 8E SATURATED AND coMPacT D To sox OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS AND NOTES. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING _`�• INSTALL ALL PVC PIPE WITH LABEL UP. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ITEMS FROM TWO PERMANENT POINTS OF REFERENCE: 2" x 4" RYVD BLOCK SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE PROPERTY, TRANSPORTATION AND PERFORM ALL OPERATIONS GATE VALVES, MAIN LINE AND CONTROL WIRE ROUTING, POC, SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS CONTROL VALVES AND CONTROLLER, QUICK COUPLING VALVES, CHANGES IN DIRECTION. INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS AND/OR AND OTHER PERTINENT UNDERGROUND ITEMS, 1 CU. FT. PEA GRAVEL PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 NOTES, INCLUDE AS A PART OF THE IRRIGATION WORK, BUT NOT SMALLER THAN 2" SHALT. BE P.V.C. SCHEDULE 40. LIMITED BY IT, ARE THE FOLLOWING ITEMS: IS. CONTROLLER CHART - UPON REVIEW OF THE FINAL RECORD DRAWINGS,' CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LIN ES WHEN A. INSTALL COMPLETE OPERABLE INDEPENDENT, AUTOMATIC, PROVIDE ONE CHART PER EACH CONTROLLER INSTALLED. MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGEND ATHE CHART IS TO BE A REDUCE A. D COPY OF THE REVIEWED RECORD CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE OVER PIPE AND NOTES. SYSTEM (A BLACK LINE PRINT REDUCED TO THE MAXIMUM SIZE THE 3" AND LARGER. B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING FOR EACH VALVE STATION). SETTLINGS OF BACK FILLED TRENCHES BELOW GRADE FOR A B. WHEN COMPLETED AND REVIEWED, THE CHART SHALL BE HERMATICALLY PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL SEALED BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND ACCEPTANCE OF THE WORK. MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO ' TAPE OR EQUAL. 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS APPROVED BY: CITY OF FONTANA oQaoIESS/ APPR BY. CITY OF FONTANA RELATING TO INTERPRETATION OF THE DRAWINGS AND THE ®QaOfESSip,�( ,�� f� ,/ ACCEPTABLE FULFILLMENT OF THE CONTRACT. _ 11 ��`� f,�, !/q� < � < THE CITY OF FONTANTA RECOMMENDED STANDARD LANDSCAPE -�-� CITY ENGINEER DATE: PIPING SHOWN ON THE PLANS (S ESSENTIALLY DIAGRAMMATIC. SPECIFICATION MANUAL FOR STREET°�CAPES AND PARKS SHALL CITY ENGMIEER DATE. Na 2s+� GATE YALVE ft 25In ROWW WEDME TRE CHING DETAIL CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH DECOME PART OF THESE SPECIFICATIONS. W- Ew' ►V3'M '*-12/"/0' DRAWN 13y: TIMMY RASTEDT. STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO * DRAWN BY: TIMOTHY iZASTEPT fry ov�i s��oT cit+�`� DATE OF LIAST REVISION: STD. PLAN CONFORM WITH THE VARIOUS DETAILS. �� ,Ed� DATE OF LAST REVISION: STD. PLAN No. 519 SHT, 10F 1 N0.515 SHT. 1 OF1 THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM ! )41 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 NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE 3, LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPON6I5LE10" ARC 6 f =RAY VALVE Box MARKED W/ 2" LETTERS READING Q.C. QUICK COUPLER VALVE FOR ANY DAMAGE. UTILITIES PLANS MAY BE OBTAINED FROM W/ LOCKING BOLT LIO OWNER _ � ~`� " "� CONC. WALK 12" AIN. ROM HAROSCAPE MATERIALI FINISH GRACIE 1. THE CONTRACTOR SHALL KEEP THE PREMISES GLEAN AND FREE M OR CURB 1 /2 � � EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO GRADE HIS WORK. f 1 , . �' Jf �' • �• _ 6" MIN PEA GRAVEL 18 8. IRRIGATION DESIGN IS BASED ON 10 PSI AVAILABLE WATER ! . "�t ' BRASS STREET ELL TYP. 4 R OR BRICK PRESSURE AT 30 GPM. CONTRACTOR SHALL VERIFY PRESSURE ��' ! e HI POP SHRUB HEAD RASS NIPPLE 6 MIN PRIOR TO CONSTRUCTION SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNINGS CONSTRUCTION. � --'PVC sHc 40 TEE OR ELL LATERAL LINE SIZE BE NOTED ON PLAN S. CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) PER PLAN ' j PVC STREET ELL 24" MIN. 04 R B/1R, ATTACH W/(2) StAINLESS STEEL. BANDS 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE TO THE EXISTING CONTROLLER IF MOVED ELECTRICAL .:-''� � LATERAL LINE WITH NOTE: POWER SOURCE WILL BE PROVIDED BY THE OWNER WITH A JUNCTION BOX ! PVC TEE OR ELL AT THE CONTROLLER LOCATION AS SHOWN ON THE PLAN. DOUBLE SWING JOINT USE TEFLON TAPE ON ALL THREADED FITTINGS 11. ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, OF ` \ A I1Yu I le�io HEAD _ (� ,� �2 EA. PVC STEET ELLS DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG 012 WHITEt RA IUj (T%i'�) ALL PILOT WIRE SHALL BE AWG 014, RED. 12. ALL CONTROL WIRE AND IRRIGATION LINE RUNS UNDER PAVING SHALL _- I NOTE: INSTALL HI IRR. HEAD 1 1/2" ABOVE F.G. f BE ENCASED IN A SEPARATE SCH. 40 PVC PIPE SLEEVES, WHICH IS .� I ,POP F.G. 1 1/2" BELOW HARDSCAPE SIZED 2X THE WIRE BUNDLE CONTENTS. ` 13. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THE FIELD o� INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE BY THE LANDSCAPE ARCHITECT. t\ 1 14. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH I— TEFLON TAPE OR LED-LUBE JOINT COMPOUND (OR EQUAL). ALL PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. _ IS. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH`'`��, �0tp0FE5S�F APPROVED BY: CITY, OF FONTANA SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE— �� APPROVED BY: CITY OF FONTANA MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL T. �- �`��QaclEssr! f ,� �,� CITY ENGINEER DATE: �IC CONNECTIONS. I < . -/Woo � R oearRrw wEooLe Q K COUPLER * . I:</"/o? �" CITY ENGINEER DATE: "� n'� ROBEWW.WEDDLE HI POP SHRUB HEAD DRAWN BY: TIMOTHY RASTEDT . p"` [!]HEAD TO HEAD IRRIGATION. COVERAGE � � 1�1s,rol a C��I�DATE of LAST REVl31oN: STD. 1 * DRAWN BY: nMOTHY RA5MDT. OWL � frAn � mtEc1�`� DATE OF LAST REVISION: STD. PLAN NO. 524 1 SHT. t OF 1 5 PLAN NO- 521 SHT. 1 OFI IRRIGATION N OWNER / DEVELOPER: BENCHMARK: t �U• I oS >r� o� o P�,- � CITY OF FONTANA, CALIFORNIA lu rthwavoww �0 �� LANp-STCgpF 3612 MISS/ON /NN AVE MEW WEST CALTRANS BENCHMARK NO. 8-17 q� w n RIVERSIDE, CAL/F. 92501 L/C. T� PUBLIC WORKS DEPARTMENT Cath M. FREE 7�Z�� HOME BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG cu c> - i a u e ,#1512 o:a :::ar: PH. (909) 781-1930 �� n- FAX (909) 686 8091 DRAWN BY: JE PARKWAY LANDSCAPE PLAN FOR SCALE: 1" = 30'-0" DESIGNED BY: DATE: HIGHLAND AVE. FROM SIERRA AVE. *� n wa Date TRACT 1,621 p PREPARED BY: V 369 SAN MIGUEL DRIVE SUITE 375-A NEWPORT BEACH, CA 92660 S �Q �q1 a e �� JE - - _ - IGATT AILS AUG 21, 2003 (949) 640-6420* FAX: (949) 640-6484 £ OF CPQ-� DATE:_z MARK BY DATE APPR. DATE CHECKED BY APPRO Y DWG. N0. SHEET ELEV.= 1428.6090 ENGINEER COUNTY f&!&LO cy 3457 5 TY ENGINEER: RICARDO SANDOVAL, R.C.E. 5 152 OF 6