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Home My WebLink About4915-37 6 5 4 3 2 TOP SOIL COVER PVC 'EXHAUST' HEADER - SEE PRESS U RE -COM PENSATI NG TYPICAL DRIPLINE SYSTEM 0 1 2 3 4 FINSH GRADE TOP OF MULCH (SEE SPECS) LAYOUT DETAIL THIS SHEET 8 6 IN-LINE EMITTER TUBING: 4" GRATE (INCLUDED) 77 TT TT T T 0 BRICK (1 OF 2) PVC SUPPLY HEADER SEELEGEND F': TOP OF MULCH 12 -INCH VALVE BOX WITH COVER PVC SUPPLY .. .. .. 20 UVR PVC TEE BUBBLER - RAINBIRD 1402 0.50 GPM I.,. z RAIN BIRD VB -STD 3 -INCH MINIMUM DEPTH OF z P.V.C. SCH 40 COUPLING INCLUDED 3/4 -INCH WASHED GRAVEL PVC RISER FROM 12" LATERAL 4 PVC LINE SIZE x 3/4" TRUE UNION BALL UVR PVC STREET ELL 19 0 0 TO 4" SUPPLY HEADER - SEE cy) VALVE Q ROOT WATERING SYSTEM - 8 9 P.V.C. SCH 80 NIPPLE @ j=tfl=w=w=w=w=tfl=tfl=w=w=tt- RAINBIRD RWS-BG02 (INCLUDES @ --- IV Q (LENGTH AS REQUIRED) 'BLANK'DRIPLINE TUBING 2� P.V.C. SCH 40 DETAIL, THIS SHEET 01� -J1=W=W=W=LU=W=W=W=W=W:- 0 1402 0.50 GPM BUBBLER WITH RISER, 0 *1_02 0 0 0 zl _1_005� P.V.C. SCH 40 ELL NOTE: PIPE TRANSITION FROM PVC GRATE, SWING ASSEMBLY, Y2" MALE 0* 00 %0 --,!�p 10 1 0 12" DEEP PVC FROM VALVE 0-0,1D :>.2 0 ALLOW A MIN. OF 6 -INCHES OF HEADER TO EMITTER TUBING - NPT INLET & BASKET CANISTER) ggo OM NOTE: 9 1 P.V.C. SCH 80 NIPPLE DRIPLINE TUBING IN BOX IN SEE DETAIL THIS SHEET Nr% TRIANGULAR SPACE EMITTERS 130, 2__*0_0 c1l) ORDER TO DIRECT FLUSHED BARK MULCH - SEE PLANTING FINISH GRADE og. 0 .0opl-0- (2 -INCH LENGTH AS AS SHOWN BELOW clla co 5 a . . ......... ............ REQUIRED, HIDDEN) AND 2 3 WATER OUTSIDE VALVE BOX. NOTES ON PLANTING PLAN FOR 0 PVC LATERAL TO VALVE 0��.O 0 SPECIFICATION 5 OPTIONAL PEA GRAVEL OR RWS cz.040 P.V.C. SCH 40 ELL (D 0--e-0 ',�& 0 0 r SAND ROCK (RWS-SOCK) FOR 0 if�p� 0 COMPACTED SUBGRADE 0 0 6 001:�l %0 P.V.C. SCH 40 TEE OR ELL. SANDY SOILS (IF SPECIFIED) V-0c;l C�0_ 16 17 @ 2 4 FINISH GRADE Y2" PVC SCH 80 NIPPLE (INCLUDED) 7 BRICK (1 OF 4) ...... 13(9 0 (D 41— '/12" PVC 90- ELBOW (INCLUDED) 3" MINIMUM DEPTH OF 3/4" N 0 8 G WASHED GRAVEL. 1811 12" SWING ASSEMBLY (INCLUDED) 10 PVC SCH 80 NIPPLE (CLOSE) P.V.C. MAINLINE 6 4 5 4A z 00 0 QMALE NPT INLET (INCLUDED) 5 /2 VALVE BOX W/ COVER: JUMBO SIZE 0 CONTROL ZONE KIT: RAIN 0 PVC SCH 40 TEE OR EL BIRD MODEL XCZ-075. CHRISTY ID TAG 17 P.V.C. SCH 80 UNION FOR 00 0 SERVICING ASSEMBLY. 0 LATERAL PIPE CONTROL AND COMMON WIRE (TO CONTROLLER). P.V.C. SCH 40 MALE USE 3M DBY-6 DIRECT BURY SPLICE KIT (SKOTCH LOK @ 4" BASKET WEAVE CANISTER ADAPTER. lu=w @ CONNECTOR W/ GEL FILLED POLYPROPYLENE TUBE) J=w= (INCLUDED) 12 11 10 9 P.V.C. LATERAL PIPE =W=W . . . . . . . . . . . . ll=W= G 24" EXPANSION LOOP. -111=w= 1=1 4 —=tfl=L (D 8 ROOT WATERING SYSTEM B XERIGATION CONTROL ZONE KIT MANUAL FLUSH POINT WITH BALL VALVE PVC LATERAL TO PVC SUPPLY HEADER TYPICAL LANDSCAPE DRIPLINE LAYOUT N.T.S. R.W.S. SERIES N.T.S. N.T.S. N.T.S. N.T.S. 0 CONTROL VALVE PLASTIC RECTANGULAR VALVE BOX WITH BOLT FINISH GRADE IN TURF AREAS STAINLESS PUNCH LOK CLAMPS (2 REQ.) DOWN COVER, USE STAINLESS BOLT, NUT AND 0 FINISH GRADE PVC MALE ADAPTER (2 REQUIRED) QFINISH GRADE TURF WASHER. BOX TO BE PLACED AT RIGHT ANGLE PLASTIC ROUND VALVE BOX WITH BOLT BRASS NIPPLE (LENGTH AS REQ.) EXACT LOCATION OF CONTROLLER SHALL BE AGREED BARB X BARB TEE: FINISH GRADE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND DOWN COVER, USE STAINLESS BOLT PVC UNION ONE CUBIC FOOT %" CRUSHED ROCK UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND RAIN BIRD LD16TEE FINSH GRADE SHRUB AREA p, @8 BRASS TRIPLE SWING JOINT (SIZE PER 0 0 CONTRACTOR PRIOR TO ANY TRENCHING OR Q CONTROL STATION # ONTO LID. NUT AND WASHER. HEAT BRAND "QC\ QVC) USE TWO STREET ELLS, ONE 3 RECTANGULAR PLASTIC VALVE BOX, 8 8" DIA. CL. 160 PVC SLEEVE W/ FLARED WIRE PLACEMENT TOP OF MULCH (SEE SPECS) TOP SOIL COVER 4 3M DBY-6 DIRECT BURY SPLICE KIT W/ ONE CUBIC FT. CRUSHED ROCK ONTO LID. THREADED ELL FOR ASSEMBLY W/ LOCKING COVER BRANDED "GV" BOTTOM CONTACTING SUPPLY LINE PRESSURE -COMPENSATING IN-LINE SCOTCHLOK SPRING CONNECTORS P.V.C. MAINLINE Q QUICK COUPLER KEY WITH MAINLINE (SEE SPECS.) GATE VALVE OR BALL VALVE W/ PVC FEMALE ADAPTER MALE HOSE BIB CONNECTION EMITTER TUBING: PVC SCH 80 ELL PVC SCH 80 TEE AS SHOWN, KEY MUST CLEAR Q #4 x 36" REBAR STAKE ROUND HANDLE (AS SPECIFIED) - RAIN BIRD LD - 09 -18 - 500 6 PVC SCH 80 MALE ADAPTER (TWO VALVE BOX PVC MAIN LINE FILTER FABRIC GENERAL NOTES: @ REQUIRED) TIE DOWN STAKE: RAIN BIRD (D COMMON AND CONTROL WIRES. FINISH GRADE IN SHRUB LANDSCAPE FILTER FABRIC 3 PROVIDE 100A METER AND 50A/2P MAJN C/8 WHERE INDICATED LD16-STK @ 6'-0" O.C. AND AT PVC SCH 80 NIPPLE 15 24" MIN. EXPANSION LOOP. AREAS 3/4" ROCK, 1 CUBIC FT. ON DRAWINGS BENDS AND ENDS'. CHRISTY VALVE SEQUENCE TAG QUICK COUPLER VALVE R PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS, 16 P.V.C. UNION (S X S) NOTE: rffg� !=! 1=1 — % PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED MULCH BED SEE LEGEND FOR SPEC. TEFLON TAPE ALL CONNECTIONS I 11�ml 1�gfl IL�fl I f 1=1 f 1=1 LI ON DRAWINGS. 17 FILTER FABRIC TERMINATE AT EXISTION HANDHOLE. PER S.C.E. COMPANY REQ. =ju= = =� VERIFY EXACT LOCATION AND TERMINATION REO. WITH S.C.E. CO. PRIOR TO TRENCHING 4 2 3 4 %J CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT co Model # MPS -A16 -10K AND COPPER CONDUCTORS WITH TYPE -THHN/THWN- INSULATION. 0 ao N)' 211 MIN (SEE IRRIGATION CONTROL LULU uj —:1 :2 BOARD I I I =LH=Llj�j _ail _: J=LL =w _rI I I M)81X I Lu—W=LH=W=1 I-I=LU- - I METER FACES w 4 111 Lulk- I 1=LLj=Lu=w=w=w= WEL 1 6 9 STREET flr_i� � = 15 METER �Wj 6 STRONG BOX MODEL NO. SB- 24SS/120V Ell ME"I m L, -, m 5 7.11 I=w=w=w=w=w=w=Lu=w= = . -L1i_LL1_LL1 -7 =Lu=w=Lu=Lu=Lu=Lu= I =jju=w=I " - I W=Lu=w=w=Lu=I 11=w = 9 LL l4w IL1171. 7 1 JR, 180 =I- 1141 11- /T\ cm 510 T E: /I N /5 -IN % $A LVr- Q�) U4 U3 U101 11N0It-%1LLVM IZ BOXS0 THAT TOP OF COVER IS 216 ABOVE FINISH 9cr -R0I IKID-COx/1=P API=AIZ AKIn 1/_" 11\1 T1 ID17 ADIZAS _SwEcp rzpant= IN' r �CONDUIT FOR ELLS CONTROLLER P F=M �pl WIRES E END VIEW LANDSCAPE DRIPLINE BURIED OTI= CONTROL VALVE QUICK COUPLING VALVE BALL OR GATE VALVE 2 1/2" OR LESS Nis F N.T.S. N.T.S. H N.T.S. N.T.S. 10fil ss/0 4c APPROVED BY: CITY OF FONTANA � SA4 SECTION A SECTION B PVC MALE ADAPTER (2 REQ.) 0 MASTER CONTROL VALVE 0 SCH 80 SUPPLY LINE SECTION 4 % % FINISH GRADE LATERAL PIPES MAIN LINE & CONTROL FINISH GRADE WIRES UNDER PAVING TWO CUBIC FOOT3/4" CRUSHED ROCK No. 51152 CITY ENGINEER DATE IRRIGATION CONTROLLER FINISH GRADE 1 1/2 CUBIC FT. CRUSHED ROCK cy) DIMENSION A 1" ELECTRICAL CONDUIT & RICARDO SANDOVAL NOTES: - I DIMENSION A B Q 1. INSTALLATION MUST ALL HEADS (UNLESS SWEEP ELLS EXP. 9130105 REVIEWED BY: 7-impthy Rcistedt 1 3 JUMBO PLASTIC VALVE BOX - W/ COMMON & CONTROL WIRES BACK TO 3 OTHERWISE SPEC -D) 1211 24" 14" 1 FILTER FABRIC Q CONFORM TO LOCAL CODES EEI 1. 1 PLASTIC VALVE BOX, W/ LOCKING CIVIL LOCKING COVER MARKED'MV'ON CONTROLLER IN CONDUIT (LIVID ONLY) 2. CONTRACTOR MUST PROVIDE A I SECTION C 0 COVER. HEAT BRAND "FS" ONTO 9 BELDEN #9883 CABLE (SENSOR DATE OF LAST REVISION: 1-28-00 COVER MAIN LINE AND CONTROL WIRES Q OF CAO STD. PLAN NO. 5005 SHT I OF3 0 24" MIN. EXPANSION LOOP BACKFLOW CERTIFICATION —LATERAL LINE- COVER LEADS TO DATA RECORDER) '3m DBY-6'ELECTRICAL CONNECTORS 6 3. LOCATE BACKFLOW IN SEE SECTION IN AVERAGE SOIL CONDITIONS 0 FLOW SENSOR - SEE LEGEND CONDUIT BUSHING PVC MALE ADAPTER - (2) REQ. FILTER FABRIC -0 PLANTER WHERE POSSIBLE 'B'FOR DIMENSION (PIPE) A FOR SPECIFICATOINS bo z UNDER UP TO 2 1/2" SIZE PVC MAIN LINE TO MASTER VALVE. 3M DBY-6 DIRECT BURY SPLICE KIT W/ CHRISTY ID TAG T_ 2 PAVING 1811 0 PVC SCH. 40 450 ELL - (2) REQ. @ (ID -MAX -P -2 -RC -006) 3-1 LENGTH PER SPECS AND PLAN SKOTCHLOK SPRING CONNECTORS SECTION A CONDITION. 1 311,4", 611, & 811 SIZE PVC MAINLINE PIPE PER LOW VOLTAGE WIRES, 3 MAXIMUM. NOTE: NOTE: DO NOT CUT ADDITIONAL NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" SPECIFICATION HOLES IN BOX. MIN. HORIZONTAL CLEARANCE BETWEEN PARALLEL 9 TUBE LID TO ALLOW LID TO CLOSE. 3M DBY - 6 DIRECT BURY 3 PIPES. COMPACT TRENCH BACKFILL TO COMPACTION CLOSE TUBE LID AFTER WIRE IS PLICE KIT. 4 FINISH SURFACE SAME AS ADJACENT AREAS AND TO 90% COMPACTION INSERTED INTO TUBE. IL IN PAVED AREAS. 1 IN TURF AREAS IT SHALL INCLUDE A 2" IN SHRUB AREAS SCOTCHLOK Y SPRING PAVING 1�1 FINISH GRADE 10 =ffltfflt�ff tffl�� f 'El I IEI I I CONNECTOR,A Mf B2 1 LLI=W= Ij=Lu=w= Lu=Lfl=w:::uj SUBBASE POLY TUBE PRE -FILLED WITH POLYPROPYLENE TUBE, AND A 13 9 1 u I 8 - Fir -1 WATERPROOF GEL. WATERPROOF SEALING GEL. 5 7 9 12 1EI I -_-I I F_=1 i 1=1 I 1—[ 5 6 Q WIS MEASURED 10 TUBE SHALL BE SUPPLIED I 1 12 PREFILLED WITH GEL. 12 4" THICK CONCRETE PAD SCH 80 PVC TO MASTER VALVE BELOW AGGREGATE =_ 10 @ --_I 1 2 6 SET 2" ABOVE GRADE A BASE OF PAVING 1=1 LOCK TABS PREVENT WIRE REMOVAL SPLICE KIT SHALL BE USED TO 7 0 BRASS ELL 90 SCH 80 FEMALE ADAPTER ---. LI I - ONCE CONNECTOR IS INSERTED. ELECTRICALLY CONNECT 2-3 /--SAND BACKFILL A 10 PIPE DIA 5 PIPE DIA #14 OR 2 #12 PRE -STRIPPED TO FLOW SENSOR POLAR BEAR COVER (IF SPECIFIED) BRASS NIPPLE SCH. 40 P.V.C., 2X COPPER WIRES. LARGER 8 WIRES OR GREATER `—LINE SIZE NATIVE SOIL COMPACTED TO ORIGINAL MAINLINE— QUANTITIES OF WIRES SHALL > MAIN LINE BLACK GUARDSHACK ENCLOSURE DENSITY SCOTCHLOK ELECTRICAL SPRING REQUIRE A LARGER B CONNECTOR. WIRES SHALL BE APPROVED WIRE PRE -STRIPPED OF 1/2 INCH OF THE BACKFLOW PREVENTER PER 12" X 12" X 24" CONCRETE THRUST CONTROL WIRES CONNECTION. �dj INSULATION PRIOR TO INSERTION LEGEND & SPECS BLOCKS TAPED AT 10' INTO THE CONNECTOR. TWIST X! 22 CONTROL WIRES USE INTERVALS BRASS NIPPLE LINE SIZE TYPICAL SCH 80 PVC TO METER SEPARATE P.V.C. SCH CONNECTOR ON TO WIRES TO SEAT BELOW MAINLINE 40 SLEEVE UNDER 2" MI 14 BALL VALVE -1 H E FI FI _IE'" FI V' ML-- SCOTCHLOK CONNECTOR AND WIRES HASP W/ MASTER #2526 PADLOCK ALL PAVING 2 1/ N. 0 SECTION B SECTION C INSERTED INTO TUBE UNTIL THE (DJ CONNECTOR PASSES LOCK TABS. MASTER VALVE REDUCED PRESSURE BACKFLOW PREVENTER PIPE TRENCHING AND SLEEVING FLOW SENSOR WIRE CONNECTION N.T.S. K N.T.S. FEBCO 825YA BACKIFL07 L N.T.S. m N.T.S. N.T.S. REV. REVISION DESCRIPTION DATE ENCR. CITY DATE DS p CITY OF FONTANA CALIFORNIA PREPARED FOR: PREPARED BY. ON[ SHOULD CONSTRUCTION OF REQUIRED cNi MOVEMENTS NOT COMMENCE WITHIN 0N BoR <� MERITAGE HOMES BORTHWICK GUY BETTENHAUSEN INC. CFD LANDSCAPE PLAN TWO YEARS OF THE DATE OFAPPROVAL 1354 DRAWN BY. E 1VVVVVVVVVV0tv%AAAAAAM SHOWN HER -EON AND CARRIED FORTH IN A SCALE: 0) ff 1250 CORONA POINTE COURT 2444 DUPONT DRIVE TRACT NO. 17389 NONE _D_IAL DILIGENTI-M&ANM THE CW1( ENGINEER MAY A - TWO -WORK -I -Nd SUITE -210 IRVINE -C/ N-92612 ignature G_ DATE: DESIGNED BY. BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO CORONA, CA 92879 May 23, 2011 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH 11 Date CONTACT: CHECKED BY. AP;PrE TOLL FREE 1-800-227-2600 CONTACT: AWAP DRAWING NO.: 511m DATE: CONDITIONS AND STANDARDS IN EFFECT PETER VANEK (949) 307-3482 CHARLA HARRIS (949) 476-8616 C /8 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT L4 915 CL CITY ENGINEER- R.C.E. 51152