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HomeMy WebLinkAbout5680-9No. 54332 CIVIL Model # MPS -A1"6 191E IRRIGATION CONTROL. 1 BOARD I I '-I :METER I. I- 1 I 1 I I M1M1 I tt 1 I ENS W EXACT LOCATION OF COWROLLER Sti 1 BE AGREED UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND CONTRACTOR PRIOR TO ANY TRENCHING OR YORE PLACEMENT GENERAL NOTES PROVIDE 103A METER AND 50A/2P MAN C/B WHERE INDICATED ON 3RAWINGS PRCVSE PARELBOARDWHERE INDICATED ON DRAWNGS. PROVIDE IRRIGATION CONTROU.ER CABINET WHERE. NDICATED ON; DRAWINGS, TERMINATE AT EASTON WWDWOLE. PER S:C.E. COMPANY RED. VERIFY EXACT LOCATION AND TERMINATION REQ. WON S.C:E.. C.O. PRIOR TO TRENCHING CONDUff AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT ,AND TRIPPER CONDUCTORS WITH TYPE-NHN/rffww INSULATK1N. METER FACES STREET STRONG BOX MODEL NO. SB-- 24SS/120V- T ; I PRESSURE REGULATOR IF --- REQUIRED. SFi AS SHOWN REDUCE PRESSURE ON SITE DRAWING LOCK BOX,,-�'� `BAGKF30dN PREVEf,'TEfT INSTALLED 5Y MAdU3ACTURE--" SM SH e.1a4L: �- (4PLACESS P�LE € BRASS ELBOW- f :BRASS ELBOW ...E BRASS UNION RELIEF PORT "BRASS PIPE BRAS5 3AI.L.LOOS KEY `y� ARLlES BALL ljA�!'E t -[CSE BID 18" ,+ BRASS PIPE. I _ __4s, " --_#4 REB AR FOOTING /FOUNDATION PRESSURE --CONC. STABILI%ER1FRONT p � PRESSURE SUzPPLY TINE (TRUST BLOCKS 1 R O NT SUPPLY LINE (INTAKE) (DISCHARGE) E3AG' TLOW ENCLOSURE -_'` GRAVEL : (SEE NUI[ MCLU'W) �/4 . -BRASS ELBL"it BRASS UNION BRASS 6 si VALVE 2' r L_t-'sI V 2 #a REJAR NOTE: BACKFLOW ENCLOSURE, GUARDSHACK ELN D OR EQUAL 24 X60"XXT6" HIGH HINGED AT BOTH ENDS. PAINT ENCLOSURE GREEN '& SECURE TO 5"X8" FOOTING W/4- u: BELTS. (EQUIPMENT -0 HE - CENTERED INSIDE HOUSING) GENERAL NOTES - 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST riN5PECT ON' :PRIOR TO POURING FOOTING/FOUNDATION 2, CONTRACTOR SHALL USE '-520-C -25DR' CONCRETE. ES � 0 � ' CITY O FONTANA 4 � f APp E °fir ., P x n ti _ 4:a Ns 59152 CITY ENGINEER HATE BACKIFLOW RICARDO SANDOVAL REVIEWED BY. Kv le Scribner _ �r7FlS��� STATE OF LASTRFVISIi�N.8/t /,s STD.P NCI, 5007 SHT OF OF CAL DIALTWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800.R27-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER' 4 FINISHED GRADE. GROUND FOR No. 51152 CIVIC NOTE: ALL POWER. WIRES, GROUND WIRES ETC. SHALL BE SEPARATELY SLEEVED AND SWEPT THROUGH ENCLOSED PACS WITH SCH 4D RIGID CONDUrr ALL SLEEVING SHALL BE A MINIMUM OF 18" BELOW FINISHED GRADE. ALL SLEEVING IS. A GRAPHIC REPRESENTATION- IRReG. OF A TYP, INSTALLATION. CONT. SIZE. 4F CONC. SLAB - an THICK W/J4 REBARSAT 12" O.C. TYP A 120/240 0 3W 12 GIR PANEL B' CIA, X 12` D. BOTTOMLESS 'GROUND WELL WITH PARKWAY COVER, FILL WITH PEA. GRAVEL VA 5/8"DIA X. 10' DRIVEN GROUND ROD PER ARTICLE 250-81 OF 1990 NEC CITY OF FONTANA IRRIGATION CONTROLLER REVIEWED BY: s DATE OF LAST REVISION: 8-22-t5 STD. PLAN N4.5005 SHT 1RFR(GAMN CONTROLLER WATERPROOF ALL " RIc CONN1ECTiONS AS PER 51.G. BLUE FLOW SENSOR SAME SIZE ?iE'T;'R SILc �. MASTER CONTROL. VALVE MINIMUM DISTANCE DOWNSTREAM 1OX DIAMETER OF FLOW METER SIZE ' MIN" ISTANCE UPSTREAM 5X DIAMETER' Of FLOW METER SIZE Ea gE 3 AT', CITY OF FOTAi'lA 'I-, BY: _APR ROVED e° V k A, 4 m� v � � r I _------� - FLOW METER/ N0.51153 lTY ENGINEER L1ATE RICARDO SANDOVAL MASTER VALVE 6tYIL REVIEWED BY: Gf GA11i DATE OF LAST REVISIT: 4-26-14 STD. PLAN NO. 5010 SHIT I OF PLANS PREPARED FOR: LENNAR HOMES OF CALIFORNIA 980 MONTECITO DR. SUITE 302 CORONA, CA 92879 • City of Fontana Irrigation Controller Standard For CcaL`tli-nullities Facilities istt-icts (CFD) Toro Sentinel controller installed in an approved stainless steel Edison meter box enclosure-. Contact Green Product Sales With the following numbers for the City of Fontana meter/controller. Fontana part # for a 48 station controller ESB48-U2-NJPE A 161 QK-OBI-IRA Required itellns to be included with each controller installed: 1, W12 -XB Toro Sentinel 12 station Wireless output board, level, 3 surge protection with XB -Spread Speetrurn Radii 2. TK -3170 Kenwood hand held remote W/ charger set to City of Fontana fic>Tuency programming 3. After controller installation contact Greets Product Sales to schedule inspection for certification Contacts Green Product Sales Mryl Crreen Phone: (949) 584-7311 Pax_ 714-241-7328 P,rnall gpsI00icardilink.net g22E5$1�T� P C3iPE Y' f CITY OFF C TT4 NA t .s115a �l ITYENGINEER DATE IRRIGATION CONTROLLER RICARDO SANDOVAL CIVIL REVIEWED BY: � t o t TE�1 X� DATE QP LAST REVISION: 6-22-15 STD. PL2 N N0. 5005 SItI OF I SLIP BASE SOCKET OVER 7 J P f` END OF WIRES STRIP WIRES APPROX. 5/8" FROM ENDS STP P 2 PUT CRIMP SLEEVE OVER WIRE ENDS -CRIMP SLEPJE APPLY SEALER TO INSIDE OF SEALING PLUG FILL BASE SOCKET WITH SEALER STEP 3 PUSH SEALING PLUG INTO BASE SOCKET UNTIL IT LOCKS STEP 4 PUSH WIRES TO ENI? OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION' RAINBIRD SNAP -TITS 'WIRE CONNECTOR "OR EQUAL" Q fl NA �oIsslfl aelvED BY: CITY F F NTA a r� D SA' I D G' r• fi M No. 51152 CITY ENGINEER DATE WIRE .CONNECTOR RICARDO SANDOVAL EXP, 91`30145 Vr', REVIEWED BY 1imQtb✓,.Ramtadi CIVIL Nq, `I 0 $AL1F�'� DATE QF L AST IEVISIOiJ- 1 28 Od � STR. PLANNO. 5013 SNT OF ' BASIS OF BEARINGS: THE SOUTH LINE OF THE NE 4 OF SECTION 26, Tl N, R6W, S.B.M. PER RECORD OF SURVEY 88/36-42 BEING: N 89'37'36" E BENCHMARK: CALTRANS BENCHMARK #8-17 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 1.210, 0.2 MILES WEST OF SAN SEVAINE RD., EL 1428.609 landscape architecture planning gat course architecture Irl41877 enterprise circle north suite 140 temecula, ca. 92590 David nEAULT 951 296 3430 A$$OCIATE$ Inc. www.dnossoclates.com City of Fontana Department of Engineering WATER EFFICIENT LANDSCAPE: WORKSHEET This watt'sheet is filled out by the project,appncantand Rjs a required eiarrrant ofthe Landscape DOcurnerrtaton Package. "Hydrazone lePlanting Llescrtprion. Nrngation Method 4frrigatics; Efficiency dETWU(Annual Gallons.Requiredt:= Eg overhead splay 0:75 farapray tread )Efox O62x ETAFxAae I-) fit©n2 lawnor drip 0.81 for drip where 1.622 is a conversion 2 1loot rater use pfanlrngs: factor that converts acre- 3,j cre-3} medium t';aler use planting Inches per acre per year to gallons persquarefoot ;per -MA WA (Annual caftans Allowed) -TEre) ( 0 61) ( (ETArFx f A) year - + hI-ETAF)x -LA)j whore 0 62 Is a conversion factor that converts. acre - inches per acre per year to gallons per sq.narefoot per year, LA Is the total landscape area In square feet SLA is the total special TandscapB-area n square feet; non - and ETAF Is S5 fpr resldentral area$ and OAF) forlion,- residential areas. ETAF Calculations Regular Landscape Areas Average ETAF for Regular Landscape Areas must Total ETAFX Area 11,632 be 0.55 or belowforresidential areas, and 0.45 or Total Area: '..35,175 below for non-residential areas,.. Average:: ETAF 33% All LoadscapeAreae Total ETAF x Area 11,632 JINITAL Total Area 35,175 sltewtde ETAF 33% IRRIGATION WATER PRESSURE CALCULATIONS A JINITAL PLANTING I Pi3C P.... T9 RCV VALVE- A-1$. SfZ€ 1 112"` _._ SIZE 1" STATIC PRESS tlR€ 80.00 .. RCV TOTAL DEMAND 2000. Sprinkler Type PRESSURE ZONE,.. IE Run Time RCV EL€VP;TtON __. 1416. Go FOC-ELEV. i415.0D POC ELEV. 1415.00 ELEV. DIFFERENCE Valves _ FIEV. DIFFER€NCE' _.. 1.CQ ITEM NUMBER SIZE QTYJUNIT DESCRIPTION PSi LOSS 1 T` 25 SERVICE LINE 4.90 2 € 112, j MATER METER 019 3 1 112" t BACKFLOW - 4 T 2 GATE/8ALL VALUE 3.C3"0 a 2" 27t MAINiINESCH 40 0,77 7 ©.20...... 5 R.C.V. ...._.. I50 ......... 8 - ..........._2 0 LATERAL LINE Lb`S 1.79 9 0,00 0 FrMNG LOSS i.97 10 0 ELEV. Di:` -F. (RCV-HEAD) OLD Shrub/G Cover -0 ELEV. DIFF_ (POC-RCV} 0,43 Rotors 12 TOTAL SYSTEM' PRESSURE LOSS: 22:05 ... .13 PRESSURE REQUIR11 ED AT HEAD.- 30,00 14 TOTAL PRESSURE REQUIRED 52,05 16 STATIC" W TE PRESSURE FA A R 80,00 LL -- 17 RESIDUAL FRE53URE1 .. 2 7 i5 TT 15 SET MCV PRV C AT ..... O 62.05 I8 PRESSURE ADDED FROM BOOSTER PUMP IRRIGATION CONTROL RUN TIMES] CONTROLLER: A JINITAL PLANTING I Eto: T9 Days Per Week: ;6 Sprinkler Type AKc Pr. Rote IE Run Time Qty Run Time thrl I Valves Total .Isr Turf Rotor 0.9 1-74 0.5 0.16 0 000 Drip 0,4 1.74 019 0.25 0 00 Trees Bubblers 0 9 3 0.85 ©.20...... 5 LIDO 0,00 Shrub/G Cover Rotors 0.5 0.5 0.85 0.36 7 OLD Drip .... 0. 1.74 0.9 0.20 15 3.00 TGTA LI 20 3: .._ 11-11- "1 IRRIGATION CONTROL ......_. RUN TIMES': ., - ........ .. ., CONTROLLER: S JINITAL-PLANTING Eto: 7. bays Per Week. 6 Sprinkler Type AKC Pr. Rate tE Run Time Qty Ron Time jhrj Valves Total hr TUTt Spray Heads 0.9 1.74 0.7 0.16 O__ 0.40 I'l Drio _ 0.9 1.74 0.9 0.25 0 0.00 Trees Bubblers 0.9' 3 0.85 0.200 5 1.00 Shrub/G.Cover Rotors 0.5' 0.5 0.8 O,Sb 4 0.00 DYs 0.5 I.7 0.9 0. 20 is 3,00 TOTALS:20 4 >. - IRRIGATION DETAILS L2.4 SEAL: ;sEN1 DScapp TRACT 18987 CITY OF FONTANA ea°'t o9pc)CFD NO. LSPC17-000059 ��� �u q nDrawn SP/WL CFDLANDSCAPE PLANS ScaIASNOTED 6-30-2018 ALt 1E Desi ned B jj Date: s oL.zz.1s \P g Y 2�PD l« Jan. 22, 2018 Dorf BL /ESP Approved: 9TF Op CAOo Checked By: q6 ._ City Engineer Signature Date Dwg: No. �e� r%„