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Home My WebLink About3304-5I I T11! S C A P E J Landscape Architecture and Planning 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 Richard Palhamus. License CA -,#2782 (949) 644-9370 (949) 476-1432 FAX W O� � CN W �� o ,J v 0 a�U 0. Z W FiNiSHI GRADE �; GO W BOX TO BE PLACED AT RiGNT ANGLE TO > =1 HA MGCoAPE EDGE wl VALVE 0 ETCHED iN LiD C I- I Ell 11=1 11=1 11=1 11=1 11=1 11= I II; 111; 111 I-1 RiSER 12"8" PLASTIC Box AND COYER WITH X1 III-- Z 11111 1111-11 — — — — MAIN OR LATERAL LiNE LOCK TOP CURL TYPE EXPAN6{ON LOOP (MINZ4") TEE OR ELL WATERPROOF WIRE CONNECTION 3 ELEVATION 12" N I PPLE 12 "OR NARDBCAPE TEa VALVE B 0 X W/ LOCK Ct CHR{STY'S 1D TAG (STANDARD) Z SECURE TO SOLENOID PIGTAIL FINISHED GRADE FINISH GRADE GATE VALVE 11 FINISH GRADE �3/4" a TEE OR ELL b" MIN. FROM HARDSCAPES _ — — — — — MAIN OR LATERAL LINE — d — — 12 "MAX TOP PVC MALE ADAPTOR ! :. MARLEX STREET EL.LCPRiVATE) � 1 SO ID 1211 111-1 = PVC STREET ELL(PUISLIC) OF VAL PVC LINE PiPE - 1 CU. FT: PEA GRAVEL IiI I II I iI Z I-111=III=11 III --III- NONPRESSURE LATERAL LiNE 11=1 I 1=1I I I I I� I 12„ NIPPLE 11 S6LJRE 18 MINLINE ITRTI% /�' �I _(I = �I IIIII --1I1I1I LATERAL LINE IIiIIII --III—_--I1I-1I1=__1 III III p L UNION GOt TION `. li MAINLINES dl _ e:�e�b -mosb..•e .-..oo . .�.o e •ee•b•o � o~.. (MIIN3 r.0U FT.) -III-1=-1II1II--!II 11. — PRESSURE SUPPLY LINE MARLESTREET FELL(PRIVATE) PVC STREET ELL(PU15LIC) 60-4. 40 MALE ADAPTOR "PC PVC ELBOW (TYP. 2 PLACES) 1 — CONTROL WIRE$ =III=III III=I I II SCHEDULE 40 STREET ELL PVC LiNE PIPs a o o 0 0 0 I—III—I I III=111= -111—III CLEAN BACKFILLsCHEaULE I—I I1=11 III=III= 8m PVC RISER COMMON WIRE PVC SUPPLY LINE P{TTINCII& XB) III -111-111 111=111 II— —III=11 III—III— CONTROL Wi -111—III=III—III. 1=1 I FM 1=1 I =f 11=1 11 I 1 i=1 11=1 11=1 11=1 11-_ -III—III—III III—I II -111-111— Ill —III—III=111 NOTE: ALL PiPE AND FITTING$ SHALL BE SCHEDULE 80 PVC UNLESS OTHERWISE SPECIFIED NOTES: 1. VALVED ARE TO 136 INSTALLED IN SHRUD AREAS UNLE86 OTHERWISE NOTED 2" X 4" R W D. BLOCK i— III—I 11.-1 I =1 I 1=1 I I I I 1=1 I 1=1 11-J=1 2. WHEN MORE THAN ONE VALVE 16 LOCATED IN THE GAME AREA. PROVIDE A BRAC€ A MIN. Cy FT. APART. ''—iTt—iii i i i—iii=i l i=Iii=iil=iii—iii— USE PVC STREET ELLS W/TEFLON TAPE FOR ALL '3. USE TEPLON TAPE ON ALL THREAD= FITTING6. PUBLIC JOH$ 4. ONS VALVE PER VALVE BOX Ir 6" MIN. SWING JOINT TVP. BRAS S REMOTE CONTROL VALVE GATE VALVE FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LiNES, NO WALK OR CUR$ CONE. WALK LARGER THAN 1/2" IN SIZE. THiS WILL 8E PERMITTED iN THE POP-UP SHRUB HEAD GUI= COUPLER VALVE 1m VALVE BOX MARKED W/ 2 OR CURlS INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER 1 172° 1 1/Z" LETTERE READING Ca.C. OF TRENCH CAN BE FiLLED WITH ROCK SCREENED 2" MINUS. FINISH GRADE 12" MiN. FROM HARDSCAPE MATERIALS FINISH GRADE FINISH GRADE o — ALL RACK FILL IS TO 8E SATURATED AND COMPACTED TO W96. � ,:�.: y• . .• =1 11-1I I=1 11=1 I I=1 11=1 11=1 11=1 =1 I I=1 I=1 11=1 I=1 I III INSTALL ALL PVC PIPE WITH LA5EL UP. 1" a.° .. a a __ —___ —_— i 1=111-1 I I -111=1I I -1I I-111=111`11 I-1 I I -1I I-1 I I -1I I I I I-111=1 I I-1 I I-1 I I-1 I —1I I-1 i!-1 I I-1 I I -I,- SNAKE ALL PiPES iN TRENCH. _ - d i=1 1=1 i 1=1 11=I I_ ._ =___-— III -1 I I III I I 111-1 I 111--1 I I III III -1 I :_ 11 I—I 11=1 I I—I 11=1 I I_i I I—I 101 la I I—I I I—I I I—I 11 --I I—I I II i 1=1 I I—I I I—I I I—I I I_i I I_I I ISI I I=1Tf { 1`I 11=1 f 1=111-1 I I-1 { I-1 I I-1 11-1 I I-{ I I-1 f I-111=111 { I 1=i I I=III=1 I I=III=III—III—III-1 I I—III b" MIN PEA GRAVEL H I POP SHi2U8 HEAD 15UNDLE AND TAPE ALL CONTROL WiRES AT 10' O.C. TO PRESSURE ,-1 , . ,III 2 x 4 RWD OR BRICK SUPPLY Li X AND PROVIDE A SERVICE LOOP AT ALL W dEGREE -III- =I i (= SRASS STREET ELL TVP. — CHANGES IN DIRECTION. RAS6 NIPPLE b" MIN SCH 60 PVC NIPPLE PRESSURE MAIN LARGER THAN 2" SHALL $E P.V.C. CLASS 315 THREADED 50TH ENDS PVC STREET ELL SMALLER11 THAN 2 SHALL $E P.V.C. SCHEDULE 40. PVC SH1C 40 TEE OR ELL CONTRACTOR SHALL PROVIDE SLEEVE$ OR CONDUIT LINES WHEN PVC STREET ELLLS LATERAL LINE SIZE TO BE NOTED ON PLAN LATERAL LINE WITH MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. PVC TEE OR ELL 24" MIN. #-4 REBAR, ATTACH DOU51.2 SWING JOINT CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PiPE W/C2) STAINLESS STEEL BANDS 2 EA. PVC STEET ELLS SERv1NG A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3 AND LARGER. NOTE: NOTE: NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS INSTALL HI -POP IRR. HEAD 1 1/2" ASOVE F.G. 0 INSTA" 1211 S�RU5 POP-UP �=An 1 1/211 F.G. 1 1/2" BELOW HARDECAPE 4501/M 1=,C$. 0 I=.C$. - 1 1/2 " 5SLOW L AL< OP. CUR$ TRENCHING DETAIL LAWN 6" POP-UP HEAD QUICK COUPLER ISI -POP SHRU- B MEAD O PVC SCH 80 NIPPLE (CLOSE) O SINGLE -OUTLET EMITTER: RAIN BIRD CLEAN IDAC3K PILL SATURATE AND COMPACT TO 80x1 O VALVE BOX WITH COVER: XERI-BUG EMITTERS XB -05 "� 24 -INCH SIZE 2 1/4 -INCH VINYL DISTRIBUTION I GATION NOTES .. •.. '� .. `' a .. • ,.. ` .. N.. O3 ID TAG RAIN B5TAKIRD DT -025 1 2 3 NATIVE BAGiG�1LL 2" MINUS O WATER PROOF CONNECTION 3 1 /4UBNCH TUBINGING: O RAIN BIRD TS -025 NON PRUR E66E LATERAL LINT= W/SLEEvE 7 6 5 4 3 2 1 (1 OF 2) O4 N/A DIAGRAMMATIC PLAN n PRE66UPA SUPPLY LINE W/6LEEVE �5 30—INCH LINEAR LENGTH OF WIRE, COILED 5 6 O5 SUBTERRANEAN EMITTER BOX: THIS SYSTEM IS DIAGRAMMATIC. ALL PiPE, VALVES, ETC. SHOWN WITHIN PAVED - CONTROL WIRE 6LEEVE �► ,r�: ' 1.:''`` �Na B�4GG FILL O6 FINISH GRADE RAIN BIRD SEB -6X O6 MULTI -OUTLET EMISSION AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED iN 8 7� TOP OF MULCH DEVICE: RAIN BIRD PLANTING AREAS AND JOiNT TRENCHES WHEREVER POSSIBLE. 2" MIN 61 3" MIN. 9 8O PVC SCH 40 COUPLING XERI—BIRD-8 XBD—KIT 9 7 POLYFLEX RISER: RAIN BIRD O IN 10 --- ----------�--� O9 PVC SCH 80 NIPPLE PFR -12 (LENGTH AS REQUIRED) SPRINKLER ADJUSTMENT REQUIRED NOTe01 I (LENGTH AS REQUIRED) 8 TOP OF MULCH ESS INSTALL CONTROL WIRE &AMOK ADJACENT TO THE PRURE LINE, NE, SIZE PER 10 PVC SCH 40 ELL — THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS SPEG. ALL SLEEVES TO BE 604. 40 PVC AND TO BE 2X THE DIAMETER OP TNI: LINE TO BE �( 1; i i L_—_-- ___------ 1 1 PVC SCH 80 NIPPLE (2 -INCH 9 FINISH GRADE FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND RI tCV11111D_ ____ 0 0 LENGTH, HIDDEN) AND 11 10 N/A ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST * INCREASE TH16 DISTANCE TO 36" WHEN SLMINVING UNDER ROA0WAY6 AND COMMERCIAL TRArrIG WAYS. 0 00 O$9o PVC SCH 40 ELL — 12 PVC SCH 40 TEE OR ELL 1 1 RETROFIT PRESSURE REGULATOR: DEGREE OF ARCTO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE RAIN BIRD PRS -050 PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR SHALL TAPE AND 13 BRICK (1 OF 4) 3.0 -INCH MINIMUM DEPTH OF — 12 12 PVC SCH 80 CLOSE NIPPLE PERCENT (50°16). iF 6rAWAS ARE TO BE USED AT A LATER DATE, CONTRACTOR END6 PROVIDE A VERTICAL MARK AT E1406 OP SLEEVING VISIBLE ON GROUND LEVEL fr 3/4—INCH WASHED GRAVEL Air, 13 3 -INCH MIN. DEPTH OF 1 1 12 13 1415 17 18 15 PVC MAINLINE 3/4 —INCH WASHED GRAVEL FIELD CONDITIONS 16 CONTROL ZONE KIT: RAIN BIRD 14 PVC SCH 40 TEE OR ELL DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE 15 PVC PIPE MODEL XCZ-075 17 PVC SCH 80 UNION FOR LATERAL 13 14 15 DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXiST AND SHOULD BE BROUGHT TO TILE ATTENTION OF THE SERVICING ASSEMBLY 18 PVC SCH 40 MALE ADAPTER NOTE: CONTRACTING OFFICER. IN THE EVENT TIIAT THIS NOTIFICATION IS 1. THE XBD-KIT INCLUDES: ONE XBD-81 UNIT, 50 FEET 1/4 -INCH VINYL NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY DISTRIBUTION TUBING, EIGHT BUG CAPS, AND EIGHT TUBING STAKES. REVISIONS REQUIRED. SWING JOINTS SLEEVING DETAIL XERIGATION CONTROL ZONE KIT XERI-I -8 IN EMITTER BOX INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, AS PER DETAIL. MAIN LY, LATERAL MAIN SUPPLY LATti1RA4. 120 VOLT CONTROL WIRING WIRING 3 3" IH O Rotor STRIP WIRE& APPROX. 15/8" PROM ENDS MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED s24 'r..'.oa` ,� :�• w • LsJ L.J pop—up sprinkler v o • ° •• D' w/nozzle a THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN. .LsiJ WNBNO f1AlAILINt .. .. • O2 Finish Grade '""� ° ° . ' .. • • • ' a =..... i 1 I s d D _ <Y ° • • 3 STEP 1 BEFORE INSTALLING THE SYSTEM CHECK POINT OF CONNECTION AND IMMEDIATELY ELEVATION VIEW Q • ° • xm 2 � ; x 3'Q�aaAo3!. Q �1 #<alasn U3 Curb, sidewalk or foundation NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED p D •4 D • DTWI6T D • D ° • •°• O4 3/4 PVC schedule 80 nipple (4 min. length) CONNECTOR UNTIL WIRE END REACHES BOTTOM GALLONS PER MINUTE IS NOT AVAILABLE. , O5�:PVC WATER LINE UNDER PAVING zu O6 Marlex street ell STEP 2 ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24t1 DEEP. ALL LATERAL LINES " We,x.11 A" GW IAWrA7.7= rra ITO i VOLT WIO IN ►*T^� G9= "�0"WM LOOR �ON *,,a \.J O7 3/4" PVC schedule 80 nipple (6" min. length) _ 7 --� 6 O Lateral line piping MIX CONTENTS OP SEALNG PACK, CUT 1/2 OPP END OP PACK AND INSERT CONNECTOR TO OPPOSITE END UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 2411 DEEP. 00 �� P "7 A. o/ y� SYSTEM COVERAGE MAWIC comma '�'0TMA MQ .T'�' LL CQ hW100 °�` Ar 614011 t MAM srrNT.1R ��g� 2732MAvt io1WDLt WIWNfi AT ca Mwl"Y, . TO MANiAM& 6 0 Lateral Line pipe fitting THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD v' , VA PLAN VIEW ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE .�•�- {` NOTE: Teflon tae all threaded joints p STEP g CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN Z • 23 •� NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE WRAP OPEN END OP 6EALINGPACK WITH TARK ALLOW TO SET UNTIL RESIN JRLLB 19 AL COST TO THE OWNER. Dateti i X= I ul dt-f� Date »0 \�' . I: a " O� F C,� IN THC SAME TRENCH AS tHE IRRIGATION) W CONTROL WIRING 8 9 - �' { CITY OF FONTANA wrap 4 17RA WN BY: SCALE: - 11600TCHI' 66AL{NG PACK DESIGNED BY: DATE: PIPING AND WIRING ROTOR POP-UP WIRE CONNECTION CHECKED BY: APPROVED BY:Af 'ldw DWG. NO,: DATE: 25126 EXP. DATE 12131 9 !�36 CITY ENGINEER R.C.E. I I T11! S C A P E J Landscape Architecture and Planning 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 Richard Palhamus. License CA -,#2782 (949) 644-9370 (949) 476-1432 FAX W O� � CN W �� o ,J v 0 a�U 0. Z W 2i • �; GO W > C I- C/� LU III-- Z 4-4 O 0 W Z_ 3 O Ct W Z 2i W O C I- C/� LU III-- Z O 0 W Z_ 3 O 2i