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Home My WebLink About4156-4LIMIT OF WORK �0mya* i■ - - "A" STREET- - SRI S Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 9 3/4° i� LOT Ai .......- W� LIMIT OF WORK EXISTING METER AND CONTROLLER NOTE: METER AND CONTROLLER LOCATED ALONG CYPRESS AVENUE, NORTH OF W STREET IS AT ADJACENT TRACT #16383. SEE SEPARATE C.F.D. PLAN SUBMITTAL FOR TRACT #16383, CITY DRAWING #4155, PREPARED BY ARCHITERRA DESIGN GROUP. EXISTING POINT OF CONNECTION NOTE: POINT OF CONNECTION IS AT ADJACENT TRACT #16383. SEE SEPARATE C.F.D. PLAN SUBMITTAL FOR TRACT #16383, CITY DRAWING #4155, PREPARED BY ARCHITERRA DESIGN GROUP. 2" MAINLINE IS TO BE SLEEVED TO SOUTH SIDE OF W STREET PER C.F.D. PLANS FOR TR. #16383. EXISTING WIRE NOTE: EXISTING CONTROLLER WIRES, SLEEVED AND COILED IN SPLICE BOX PER PLANS FOR ADJACENT TRACT #16383, EXTEND TO :E VALVES AS SHOWN. f iyt ,f TYPICAL SLEEVING NOTE: :f f CONTRACTOR TO LOCATE IRRIGATION SLEEVING IN LOCATIONS WHICH WILL NOT INTERFERE WITH FUTURE TRAFFIC CONTROL f LIGHTING AND/OR EQUIPMENT. CONTRACTOR SHALL CONTACT TRAFFIC ENGINEER FOR POSSIBLE FUTURE TRAFFIC LIGHT LOCATIONS. f I :E : t F�t AS -BUILT MAINLINE LOCATION: NW, F SHARED MAINLINE AND WIRE E STREET CROSSING LOCATED At 9' FROM CORNER OF —SIDEWALK. f y EXISTING 6" MAIN LINE SLEEVE : THESE FOUR VALVES RENUMBERED f AS SHOWN DURING CONSTRUCTION B-3 17 f f W B-4 9 START @ Uj CORNERrB 5 18 > T ter 1" S, /4° - N (n r S B-6 9 U) Is r 1„ LUI IS O 1 1/4" Z O 3/4" MAINLINE NOTE: MAINLINE LOCATION SHOWN FOR GRAPHIC CLARITY. CONTRACTOR TO INSTALL MAINLINE IN ADJACENT SHRUB PLANTING AREA ±18" FROM BACK OF SIDEWALK. AS -BUILT MAINLINE LOCATION: LO SRI MAINLINE AND VALVES LOCATED 12 FROM BACK OF WALK IN SHRUB AREA, TYP. SLEEVING NOTE: CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING THAT CROSS ALL SIDEWALKS, STREETS AND OTHER HARDSCAPE. IRRIGATION NOTES 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION REPRESENTATIVE. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES. 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. 11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. 12. ALL -NOZZLES -LOCA TED—IN—TURF—AREA S_T_0_BE_INS_TA_ LLED_0-N TO-RO_57.OZ-6P_B_0_D/ES_UNLESS_0_T-HER-W_ISE_NO_T_ED_,_ 13. CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER AND LOOPED UP INTO EACH VALVE BOX (24" COIL) TO THE END OF SYSTEM. THE EXTRA WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX AND AT ALL CONTROLLERS. IRRIGATION LEGEND SYM. TEMPORARY WATERING NOTE: MOD_EL_I\1UMB R DESCRI-PT_ION RADIUS DEPENDENT ON SEASONAL RAINFALL AT TIME OF INSTALLATION, ' CONTRACTOR TO PROVIDE WATER TO BASIN HYDROSEED RAINBIRD THROUGH MAINTENANCE PERIOD FOR ESTABLISHMENT & POP-UP SPRAY HEAD GERMINATION O F SEED MIX. SLEEVING NOTE: CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING THAT CROSS ALL SIDEWALKS, STREETS AND OTHER HARDSCAPE. IRRIGATION NOTES 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION REPRESENTATIVE. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES. 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. 11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. 12. ALL -NOZZLES -LOCA TED—IN—TURF—AREA S_T_0_BE_INS_TA_ LLED_0-N TO-RO_57.OZ-6P_B_0_D/ES_UNLESS_0_T-HER-W_ISE_NO_T_ED_,_ 13. CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER AND LOOPED UP INTO EACH VALVE BOX (24" COIL) TO THE END OF SYSTEM. THE EXTRA WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX AND AT ALL CONTROLLERS. IRRIGATION LEGEND SYM. MANUE. MOD_EL_I\1UMB R DESCRI-PT_ION RADIUS G.P M.. P_ S.L, O RAINBIRD 1812-SAM-PRS-15EST POP-UP SPRAY HEAD 4'x 15' 1.38 30-40 B RAINBIRD 1812-SAM-PRS-15SST POP-UP SPRAY HEAD 4'x 30' 1.34 30-40 fi RAINBIRD 1812 -SAM -PRS -8Q POP-UP SPRAY HEAD 8' 0.25 30-40 V RAINBIRD 1812 -SAM -PRS -8H POP-UP SPRAY HEAD 8' 0.50 30-40 T RAINBIRD 1812-SAM-PRS-8VAN POP-UP SPRAY HEAD 8' 0.70 30-40 V RAINBIRD 1812 -SAM -PRS -1 OH POP-UP SPRAY HEAD 10' 0.80 30-40 V RAINBIRD 1812-SAM-PRS-1OVAN POP-UP SPRAY HEAD 10' 0.80 30-40 CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 100% COVERAGE TO PLANTING AREAS. CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS. CONTRACTOR MAY BE REQUIRED TO ADD SCREENS TO NOZZLES ON VALVES WITH HIGH GPM'S IN ORDER TO COMPENSATE FOR LOWER WATER PRESSURE UPON AUTHORIZED CITY INSPECTOR'S REQUEST. 0 1 1/2" DOMESTIC WATER METER PER ADJACENT TRACT #16383 N NIBCO 950 DW SERIES SUPERIOR O RAINBIRD EXISTING TORO APPROVED CL. 315 PVC APPROVED APPROVED APPROVED APPROVED EXISTING 1 1/2" DOMESTIC WATER METER PER ADJACENT TRACT #16383 T-113 LINE -SIZE BALL VALVE 950 DW SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN 33DLRC QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL) EXISTING EXISTING TORO SENTINEL AUTOMATIC CONTROLLER PER ADJACENT TRACT #16383 CL. 315 PVC EXISTING MAINLINE PER ADJACENT TRACT #16383 CL. 315 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18" 24" MIN. # COVER AT STREET CROSSINGS CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER. 3/4" MIN. 0 co < z QYmo UNLESS OTHERWISE NOTED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN. COVER AS REQUIRED OR AS SHOWN SCH. 40 PVC WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS !L OTHERWISE NOTED. SIZE AS SHOWN VALVE SIZING KEY VALVE # > >p GPM 3/4" VALVE SIZE PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR IRRIGATION DETAILS, SEE SHEET L-5 FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-9 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 SHEET KEY MAP C L C J ARCHITERRA DESIGN GROUP L A N D S C A P E ARCHITECTURE SITE PLANNING 102 21-A Trademark Street Rancho Cucamonga, CA 91730 (909] 484-2800 Fax ( 909] 484-2802 ofi a rF. �• •o Richard Krumwiede J CA Lic. # 2834 AZ Lic. # 29115 o NV Li c. # 446 `'yoy„ oar TX.Lic.# 1884 Q AS -BUILT RECORD DRAWING W Q> w EE CITY OF FONTANA, CALIFORNIA o �a�co ow W� LU ZU � ¢ILU VCL UO O # �=tea A ~■` 0 co < z QYmo .�v O� J �O Ci0 !L 0 LI' DESIGNED BY: KPF �U o 00 Q AS -BUILT RECORD DRAWING 10-14-10 CITY OF FONTANA, CALIFORNIA DRAWN FBY: MEADOWOOD TRACT # 17460 C MUNI TY F CILITIES DISTRICT II Io-O 1 11 C201-011 DESIGNED BY: KPF DATE: 8/15/06 CHECKED BY: JRC/KPF APP VED DAl DWG. NO.: 4156 4 9 REV REVISION DESCRIPTION DATE CITY DATE CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/06 w z w Q U) w I� MPW/DCM JRC 9/6/06 1 " = 20'-0" 0601-5 L-4 4 OF 9 SHTS.