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HomeMy WebLinkAbout5679-7i, ❑� hardscaping LJ aggregate base 33 clean backfill- see specs. for material, 90% compaction ®required non -pressure lateral line sleeve, size twice diameter of non -pressure lateral ® sand © control wire sleeve -size per plan, install adjacent to pressure supply line lJ pressure supply line sleeve - twice diameter of pressure supply line DIMENSION A 8 1/2' - 2.1/? le 12' 3" - 4' 24' le 6' 36' NOTE -5i ALL 5LEEVE5 TO BE 5GH 40 PVC. EXTEND ALL SLEEVE5 24' BEYOND EDGE OF HARD5GAPING AT BOTH END5. COMPACT TRENGHE5 IN AREA5 TO BE PLANTED BY THOUROUGHLY _ETTING' BAGKFILL WITH WATER TO LEVEL GRADE. SL EEVI N!7 SCALE: NONE SECTION VIEW - N.T.S. MAINLINE TO RCv'S, SPECIFICATIONS NOTE: BRASS ELLS, BRASS NIPPLES, UNION, FEMALE ADAPTER AND AND ALL NIPPLES SHALL BE SIZED TO MATCH THE MASTER CONTROL VALVE OR AS INDICATED ON THE DRAWINGS. INSTALL VALVE BOXES 12" APART AS INDICATED ON DETAIL SID033. EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. MASTER CONTROL VALVE IN6 N= emote control valve vires: awg of 014 secure ;fres to control unit at erminals provided in :ontrol unit, extend ane common wire to all .c.v.'s and one control ;ire to each r.c.v. typical) common wire hall be tied inside protective enclosure ;hen required Mconduit for valves and sensor wires concrete footing: install 3" minimum above grade and slope concrete at 21% to dra in ® pedestal mounted controller assembly in approved vandal resistant enclosure (see plans for number of stations) ® solar sync -sensor ® on-off switch conduit with 115v power conductors per local 4 national electrica I codes ® conduit for ground aYa" by 5 -foot min. copper ground rod. NOTE5: I. COMMON WIRE TO BE WHITE AND CONTROL WIRE5 TO BE COLOR GODED. 2. NO 5PLICE5 SHALL BE MADE BETWEEN CONTROLLER AND R.G.V.. 3. ALL HIRING , CONDUIT OR PLUMBING TO 60 THROUGH BOTTOM OF CONCRETE FOOTING. 4. AFTER E5TABLI5HMENT OF ALL PLANT MATERIAL CONTROLLER SHALL BE PROGRAMMED TO IRRIGATE SOLELY WRING NIGHTTIME (TYPICAL) PEnESTAL MOUNTED CONTROLLER 10[0:013 R FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MCV11 ONTO LID. RS BCH. 80 PVC THD. NIPPLE, LENGTH AS REQ., 3" MIN. ® MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. El FINISHED GRADE IN SHRUB AREAS © WIRE CONNECTIONS R VALVE ID TAG ® BCH. 80 PVC UNION R TRANSITION TO CORRECT PIPE DEPTH USING TWO 45 DEGREE BCH. 80 PVC ELLS F-01 BCH. 80 PVC T.O.E. NIPPLE iI BRICK SUPPORTS 4 REQ. PER BOX �2 3/4" ROCK, 3 CUBIC FT. i3 LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES F14] AQUASEAL / VAPOR LOCK OPEN END OF CONDUIT F5 CONTROL WIRES IN BCH. 40 PVC ELECTRICAL CONDUIT CONTINUOUS TO CONTROLLER I( BRASS MAINLINE PIPE AND FITTINGS FROM BACKFLOW PER SPECIFICATIONS F11 plastic valve box Elfilter fabric typical PLOW SENSOR AATER CALCULATIONS-'ETAU' B2. ESTIMATED TOTAL WATER USE ETWU = (Etc) (0.62) f(PF' HA ( IE) + EI W U, Estimated total water use per year (gallons per year) Etc 'Reference Evapotranspiration from Appendix A (inches per year) PF Plant Factor from VVUCOLS (see Definitions) HA ;Hydrozone area [high, medium, and low water use areas] (s 11 quare feet) - SLA Portion of the landscape area identified as the Special Landscape Area 0.62 Conversion factor (to gallons lE _ Efficiency g ____.---Per square ation foot) It I rri g y (minimum 0.75) HYDROZONE TABLE FOR CALCULATING ETWU ETWU = (Eto) (0.62) RPF ` HA 1 ETWU = - 554,847.24 +SLA] 75) _F 0] F-31 communications cable a.e.f. inc. "9510-25p within P elec. conduit ® main line- cover as noted in legend harco ductile iron reducer fitting ® nominal 4" x 2-1/4" x 8" solid brick 61 ea. corner nallow min. diet. of 10 times pipe diameters from nearest upstream equip. ® 3/411 washed crushed aggregate base - I cu.ft. min, Oflow sensor in sch. 80 pvc sleeve- install per the manuf.'s specifications �(d allow min. dist. of 5 times pipe diameters from nearest downstream equip. ROTOR ON RISER RATER CALCULATIONS-'MAM' Elrotor head per legend sch 80 pvc nipple E3 "4 rebar with 2 stainless steel clamps ® pvc sch 40 street all ® pvc lateral pipe © pvc sch 80 nipple (length as required) Elpvc sch 40 tee or all IRRIGATION DETAILS/ REV, D T(/} MMWWMA� MMMT BENCH MARK: 377 BASIS OF BEARINGS: DIAL TWO WORKING N & F IN PP # 408083E BASIS OF BEARINGS N. 00'27'13" E BEFORE DAYS BEFORE (STAMPED F.U.W.B.M.) AS SHOWN ON TRACT MAP NO. 13219, YOU DIG YOU DIG _ _ _ SE CORNER HEMLOCKS & FOOTHILL AVE. BOOK 221, PAGE 3-6. A PUTO] I FREE BLIC SERVICE BY UNDERGROUND0-22 I(t A0 RT ELEVATION: HYDROZONE PLANT WATER USE TYPE(S) PLANT FACTOR (PF) AREA (HA) (SQUARE FEET) PF . HA (SQUARE FEET) % of LA irrigation efficiency Hydrozone ETWU 1 Love Shrub 0,2 24,948.00 4,989.60 3672% 0.81 6,260.00 2 Mad Tree 0,5 174.00 87.00 0.26% 0.82 137.41 3 Low Tree 0.2 117.00 23.40 0.17% 0.84 28.89 4 Basin Mulch 0 16,263.00 0.00 23.94% 0.8 0.00 5 Rock 0 1 4,461.00 1 0.00 6.57% 0.8 0.00 6 Low Hydroseed 0.2 4,391.00 87820 6.46°/, 0.81 1,084.20 7 Low Hydroseed 1 02 17,592.00 3,518.40 25.89% 0.75 4,691.20 Subtotal ETWU 12,07169 0.00 0.00 0.00`Ya 0.8 0.00 67,946.00 100.00°(0: 554,84724 Estimated Total Water Use = Shaw Calculations: 554,847.24 gallons per ye11 ar+ _ . _... ETWU = (Eto) (0.62) RPF ` HA 1 ETWU = - 554,847.24 +SLA] 75) _F 0] F-31 communications cable a.e.f. inc. "9510-25p within P elec. conduit ® main line- cover as noted in legend harco ductile iron reducer fitting ® nominal 4" x 2-1/4" x 8" solid brick 61 ea. corner nallow min. diet. of 10 times pipe diameters from nearest upstream equip. ® 3/411 washed crushed aggregate base - I cu.ft. min, Oflow sensor in sch. 80 pvc sleeve- install per the manuf.'s specifications �(d allow min. dist. of 5 times pipe diameters from nearest downstream equip. ROTOR ON RISER RATER CALCULATIONS-'MAM' Elrotor head per legend sch 80 pvc nipple E3 "4 rebar with 2 stainless steel clamps ® pvc sch 40 street all ® pvc lateral pipe © pvc sch 80 nipple (length as required) Elpvc sch 40 tee or all IRRIGATION DETAILS/ REV, D T(/} MMWWMA� MMMT BENCH MARK: 377 BASIS OF BEARINGS: DIAL TWO WORKING N & F IN PP # 408083E BASIS OF BEARINGS N. 00'27'13" E BEFORE DAYS BEFORE (STAMPED F.U.W.B.M.) AS SHOWN ON TRACT MAP NO. 13219, YOU DIG YOU DIG _ _ _ SE CORNER HEMLOCKS & FOOTHILL AVE. BOOK 221, PAGE 3-6. A PUTO] I FREE BLIC SERVICE BY UNDERGROUND0-22 I(t A0 RT ELEVATION: WATER CALCULATIONS REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN R,RICKY HEREON AND CARRIED FORTH IN A DILIGENT MANNE THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. \�,rlD;�c„4,�r ,wv I�5 ��,_ q� k� �� �� �I\ (� No. _ 2 Exp. _ 9/ 17 � CW -1. \e_ Prepared Under The Supervision 0f : e ur Associates Inc. g CITY O F F O N TA N A CALIFORNIA TRACT NO. 17377 & 17059 L r ���� PC' B,,, 4. I, I� (909) 624-2700 r x:��» D DRAWN BY: SCALE: AS SHOWN_ DESIGNED BY: RICKY DATE: 6-8-2016 CHECKED BY: TOM AP , (� FENGINEFR,R.C.E. DRAWING N0. �OL L THOMAS J. 9EC,l1RA IIIA 231$ EXP X30-17 51152 DATE IT -