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Home My WebLink About3752-60 HARDY PECAN COURT 2S F�7_4 20 1 1 I 1 A I 1 1 1A• >Y�t' 2 3f4' 0 43W �• 3/4• i 33// 1• /� ``� • • • - . •f•f�•••ff�■ ff••f■ ■•ff••••ff••f••■ ■ e•ff••f■ •ff•af•••f••f•• 'ii i'ii i'i i'i ......' ■•••ff•af■••af•ff••■ ■ ■••••• ■•••f••O••••f?'• 1::af•a► ��*1►� 1 1/4' • ® •waft■ •••f•• f• f•• 3/4'• •f•as ® ■ NOMA 0 OF OR u, 3�• �� ` �•• 1' • "M. iii 39- AYBERRY ST EET- '• �� 3"• �• 'Lti� _ V, 25 46 24 39 23 34 38 21 16 20 19 ■34 ` 3V4• _ ti•••• �^ __ 27 26 2 2„ k!:j 2■ 2■ i 1 n Iin IRRIGATION 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 ADJACENT PLANTING AREAS. 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 OWNERS 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 COORDINATE ALL HIS WOR( WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES. 5. 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. 6. 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. 7. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. S. MAINLINE SHOWN FOR GRAPHIC CLARITY ONLY. CONTRACTOR TO PLACE MAINLINE IN ADJACENT PLANTER. CONTRACTOR SHALL NOT INSTALL MAINLINE PIPING UNDER WALL FOOTINGS, COLUMN POST, OR LIGHTING FOOTINGS. CONTRACTOR SHALL MAINTAIN A MIN. OF 12" CLEARANCE FROM ABOVE ITEMS. 9. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL Underground Service Alert Cail: TOLL FREE 1-800 ,b 422-4133 1 WO WORKING DAYS BEFORE YOU DIG IRRIGATION LEGEND 2' DOMESTIC WATER METER BY SBCWD. DEVELOPER TO PAY ALL MPW FEES AND PERMITS. REFER TO TR. #116495 STREET UTILITY PLANS ,L MANUFACTURER MODEL NUMBER DESCRIPTION RAQ1U$ G.P.M. EU 500 SERIES _d RAINBIRD 1812 -SAM -PRS -50 POP -UP -SPRAY HEAD 5' .10 30 PROPOSED 0 RAINBIRD 1812 -SAM -PRS -5H POP -UP -SPRAY HEAD 5' 20 30 33DNP/33DK 14 RAINBIRD 1812-SAM-PRS-6VAN POP -UP -SPRAY HEAD 6' .40 30 H NIBCO .� RAINBIRD 1812 -SAM -PRS -80 POP -UP -SPRAY HEAD 6 .30 30 10 WILKINS • RAINBIRD 1812 -SAM -PRS -SH POP -UP -SPRAY HEAD 6 .50 30 FEBCO_ X RAINBIRD 1812 -SAM -PRS -OF POP -UP -SPRAY HEAD 8' 1.00 30 MAINLINE (CL. 315): 311 475 L.F. 0 RAINBIRD 1812-SAM-PRS-8VAN POP -UP -SPRAY HEAD 8' .70 30 SUPERIOR Is. RAINSIRD 1812 -SAM -PRS -10Q POP -UP -SPRAY HEAD 10' .40 30 ® DATA INDUSTRIAL V RAINBIRD 1812-SAM-PRS-IOH POP -UP -SPRAY HEAD 10' .80 30 ® SUPERIOR ♦ RAINBIRD 1812 -SAM -PRS -10F POP -UP -SPRAY HEAD 10' 1.60 30 21/2" 8 L.F. ® 38 GPM ,84 IRRIGATION HEAD PRESSURE: 0 RAINBIRD �j►, RAINBIRD 1812-SAM-PRS-10VAN POP -UP -SPRAY HEAD 10' .80 30 FITTING LOSSES (100/6 OF SUBTOTAL): 3.53 (ESTIMATED) ELEVATION LOSSES/GAINS (ELEV. X.433) 00.61 RAINBIRD 1812 -SAM -PRS -120 POP -UP -SPRAY HEAD 12' .70 30 TORO RAINBIRD 1812 -SAM -PRS -12H POP -UP -SPRAY HEAD 12' 1.30 30 APPROVED O RAINBIRD 1812 -SAM -PRS -12F POP -UP -SPRAY HEAD 12' 2.60 30 NECESSARY. RAINBIRD 1812-SAM-PRS-12VAN POP -UP -SPRAY HEAD 12' .70 30 APPROVED At RAINBIRD 1812 -SAM -PRS -150 POP -UP -SPRAY HEAD 15' .90 30 • • • • • • - APPROVED * RAINBIRD 1812 -SAM -PRS -15H POP -UP -SPRAY HEAD 15' 1.90 30 APPROVED CD RAINBIRD 1812 -SAM -PRS -15F POP -UP -SPRAY HEAD 15' 3.70 30 'i' RAINBIRD 1812SAM-PRS-15VAN POP -UP -SPRAY HEAD 15' .90 30 0 HUNTER PGJ-00N6-A-V STREAM ROTOR 19-20 .85 30 m HUNTER PGJ-OW6-A-V STREAM ROTOR 22-25 1.70 30 0 HUNTER PGJ-OW6-A-V STREAM ROTOR 29-34 3.70 30 NOTES@ 1. CONTRACTOR TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE AND TO REDUCE OVERTHROW ONTO WALLS AND WALKS. 2. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS. 3. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6" POP -UPS. USE RAINBIRD 1806 BODIES. 4. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS & EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION VALVE SIZING KEY GPM--• 10 VALVE # 3/4■ VALVE SIZE I J POINT OF CONNECTION CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM "J OF PROPOSED 2' DOMESTIC WATER METER (BY OTHERS). 2" BACK FLOW, 11/4" FLOW SENSOR, 2" MASTER VALVE, AND LINE SIZE GATE VALVE. REFER W TO UTILITY PLANS FOR MORE INFORMATION. EXTEND PRESSURE MAINLINE J TO VALVES AS SHOWN. EXISTING STATIC PRESSURE: 102-108 P.S.I. Z SYSTEM DESIGN PRESSURE: 75 P.S.I. MAXIMUM G.P.M. DEMAND: 50 G.P.M. AUTOMATIC CONTROLLER MATERIALS LIST: • TORO'SENTINAL' MODEL NO. SSAK48PS16NS1, 48 STATION FIELD SATELLITE CONTROLLER • PROVIDE SENSOR INPUT BOARDSHUT-FF((FFSIB MODEL #995-63 (TO INTERFACE WITH FLOW METER AND RA• GROUND ROD & SURGIE PROTECTION FOR EACH SATELLITE CONTROLLER • ALL RADIO EQUIPMENT MUST BE COMPATIBLE WITH VHF • PROVIDE RAINMASTER 32 PC "PIGTAIL" FOR REMOTE CONTROL OPERATION PLAN CROSS REFERENCE FOR NOTES AND LEGENDS, SEE THIS SHEET FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 FOR IRRIGATION DETAILS, SEE SHEET L-7 r -rd 2' DOMESTIC WATER METER BY SBCWD. DEVELOPER TO PAY ALL MPW FEES AND PERMITS. REFER TO TR. #116495 STREET UTILITY PLANS STATIC PRESSURE HIGH: 108 FOR SERVICE LINE LOCATION T-113 LINE -SIZE GATE VALVE 500 SERIES 2" PRESSURE REGULATOR DEVICE 825Y -BV -200 V REDUCED PRESSURE BACKFLOW, BACKFLOW ENCLOSURE: STRONG BOX MODEL #ESBBC-45SS - SEE PLAN FOR LOCATION. 950 SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN FM1.25B 1.1/4" FLOW METER 3000 SERIES 2" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE) 33DNP/33DK QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL) SENTINEL TORO'SENTINEL' 48 STATION CONTROLLER CL. 315 PVC MAINLINE, SIZE AS SHOWN. PROVIDE MIN. 18" COVER IN LANDSCAPED GPM AREAS. PROVIDE MIN. 24" COVER BELOW PAVING SUB -BASE. SCH. 40 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN. FLOW SENSOR: 11/4" 0 COVER AS REQUIRED OR AS SHOWN. SCH. 40 PVC 4' ERWISE VES,NOTMIN. COVER AS REQUIRED UNLESS POINT OF CONNECTION VALVE SIZING KEY GPM--• 10 VALVE # 3/4■ VALVE SIZE I J POINT OF CONNECTION CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM "J OF PROPOSED 2' DOMESTIC WATER METER (BY OTHERS). 2" BACK FLOW, 11/4" FLOW SENSOR, 2" MASTER VALVE, AND LINE SIZE GATE VALVE. REFER W TO UTILITY PLANS FOR MORE INFORMATION. EXTEND PRESSURE MAINLINE J TO VALVES AS SHOWN. EXISTING STATIC PRESSURE: 102-108 P.S.I. Z SYSTEM DESIGN PRESSURE: 75 P.S.I. MAXIMUM G.P.M. DEMAND: 50 G.P.M. AUTOMATIC CONTROLLER MATERIALS LIST: • TORO'SENTINAL' MODEL NO. SSAK48PS16NS1, 48 STATION FIELD SATELLITE CONTROLLER • PROVIDE SENSOR INPUT BOARDSHUT-FF((FFSIB MODEL #995-63 (TO INTERFACE WITH FLOW METER AND RA• GROUND ROD & SURGIE PROTECTION FOR EACH SATELLITE CONTROLLER • ALL RADIO EQUIPMENT MUST BE COMPATIBLE WITH VHF • PROVIDE RAINMASTER 32 PC "PIGTAIL" FOR REMOTE CONTROL OPERATION PLAN CROSS REFERENCE FOR NOTES AND LEGENDS, SEE THIS SHEET FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 FOR IRRIGATION DETAILS, SEE SHEET L-7 r -rd PROJECT: SYCAMORE HILLS PARK • ' . TO VALVES MPW SYCAMORE HILLS BARK STATIC PRESSURE HIGH: 108 LOW: 102 TRA 916495-240T 106 • r m: DESIGNED BY: SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT PHONE NUMBER: (909) 875-1804 12/13/04 CHECKED BY: VALVE STATION/GPM: STATION: 13 GPM: 38 P.S.I. LOSS: DOMESTIC SERVICE ITEM: WATER METER SIZE: 2" 0 38 TO RESTROOM , B � FACILITY AND GPM D BACKFLOW DEVICE: 2" 0 DRINKING FOUNTAIN GPM 12.00 FLOW SENSOR: 11/4" 0 38 �0 3.30 POINT OF CONNECTION DETAIL PROJECT: SYCAMORE HILLS PARK BY: MPW SYCAMORE HILLS BARK STATIC PRESSURE HIGH: 108 LOW: 102 TRA 916495-240T 106 SOURCE OF INFORMATION: PEGGY DATE: DESIGNED BY: SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT PHONE NUMBER: (909) 875-1804 12/13/04 CHECKED BY: VALVE STATION/GPM: STATION: 13 GPM: 38 P.S.I. LOSS: 6 ITEM: WATER METER SIZE: 2" 0 38 GPM 1.90 PRESSURE REGULATOR: 2" 0 38 GPM 4.00 BACKFLOW DEVICE: 2" 0 38 GPM 12.00 FLOW SENSOR: 11/4" 0 38 GPM 3.30 MASTER VALVE: 2" 0 38 GPM .82 GATE VALVE(S): 2 3" 0 38 GPM 2.00 MAINLINE (CL. 315): 311 475 L.F. 0 38 GPM 1.37 AUTOMATIC VALVE SIZE: 2110 38 GPM .82 LATERAL LINE SIZE: 3/4" 85 L.F. 0 8 GPM 4.37 1" 18 L.F. 0 11 GPM .73 11/4" 85 L.F. 0 21 GPM 2,12 11/2" 53 L.F.0 28 GPM 1,06 21/2" 8 L.F. ® 38 GPM ,84 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 35.33 FITTING LOSSES (100/6 OF SUBTOTAL): 3.53 (ESTIMATED) ELEVATION LOSSES/GAINS (ELEV. X.433) 00.61 TOTAL SYSTEM LOSSES: 68.86 AVAILABLE PRESSURE (LOW): 102.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)33.14 `CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 65 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. CITY OF FONTANA, CALIFORNIA °a"wN BY: SYCAMORE HILLS BARK SCALE N.A. TRA 916495-240T 106 DATE: DESIGNED BY: 12/13/04 CHECKED BY: APPROVED BY: DATE:75 DING. NO.: 6 CITY ENGI R.C.E. 51152 EXP. DATE 1 /05 12 LANDSCAPE ARCHITECTURE SITE PLANNING 10221-A Trademark St. Rancho Cucamonga, CA 91730 (909) 484-2800 Fax [909)484-2802 Richard Krunwiede CA Lic. *2834 AZ Lic. $ 29115 W Lic. # 446 TX. Lic. #1884 L� 12/28/04 1"=20' 0328-4B L-6 B OF 12 SHTS.