The URL can be used to link to this page

Home My WebLink About3926-10BOX TO BE PLACED AT RIGHT ANGLE T HARDSCAPE EDGE w/ VALVE # ETCHED IN LID GEAR DRIVEN 12""X18" PLASTIC BOX AND COVER WITH LOCK TOP SHRUB ROTOR CURL TYPE EXPANSION LOOP (MIN.24" WATERPROOF WIRE CONNECTION 12" MINI PVC RISER�t3 "OR HARDSCAPE VALVE BOX W/ LOCK CHRISTY S I.D TAG (STANDARD) FINISH GRA SECURE TO SOLENOID PIGTAIL FINISHED GRADE FINISH GRADE GATE VALVE FINISH GRAD � ll1=ll1=ll1=ll1=i11 I_=Lll�11=11#.=g ll Q - 11=i 11= 6" MIN. FROM HARDSCAPES -- a � �_�l�__ DUTY GALV. LLL-�. -=-PVC MALE ADAPTOR STEEL PUNCH LOCK 4=1 i I I. IT, -I I _ : 12 "Minx. top 12" It x FASTENER (2 REQ`D) OF VALVE � I I- ofr;e OID It All PVCLINE PIPE II1 CU. FT. PEA GRAVEL %_ L1= -NON -PRESSURE LATERAL LINE_ NON -PRESSURE jI 1-111=111=111 =1 li � it I fall MIN INE FITTING IIII -W-u- UNION CONNECTION -I 11=1 I I III_ LATERAL LIN E I-111=11 III- - ";S►� a,�� :. g • �'�,-- PEA GRAVEL II II I III MAINLINE I 1=1 I 1=1 I 1=! 11= LAT LINE WITH PVC " pd`�a (MIN.3 CU. FT.) - �- PRESSURE SUPPLY LINE TEE OR PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR - = 1 = CONTROL WIRES PVC ELBOW (TYP. 2 PLACES) �.—III: • o I— I1=1I III=111= PVC STREET PVC LINE PIPE e =1i�=11 CLEAN BACKFILL PVC SUPPLY LINE FITTINGSIIII I=1� I °:.:: , �: � :..:: :...:: •.. :� - . I I -i 11= SCH,80 NIPPLE COMMON WIR•c✓ (SXSXS} 1J CONTROL W1R� 11- 111=1ll E w 1 "X 1 "X30" GALV. NOTES: 1=1 I 11=I 11=1 I 1=111- 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED �. .. �1=j�1-1j 1=1�= ANGLE IRON 2 X 4 RWD. BLOCK `-111=11 I -All -I-1111I=1111-111-III-111= 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF I—I T I f =1 I l=1 I 1111 1=1 I i=111-1 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX 611 MIN. S HRUB R.GTGR TYP. BRA.SS"IDV710_�MOTE CONTROL VALVE GATE VALVE WALK OR CURB OF 14 FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO WHITE WIRES LARGER THAN 1/2" IN SIZE, THIS WILL BE PERMITTED IN THE POP-UP SHRUB HEAD QUICK COUPLER VALVE (COMMON) INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER 11/21, 10" VALVE BOX MARKED W/ 2" OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS, 1 112" LETTERS READING Q.C. �, BLUE FINISH GRADE 12 MIN. FROM HARDSCAPE MATERIALS FINISH GRADE a WATERPROOF ALL ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. - AIV WIRE CONNECTIONS INSTALL ALL PVC PIPE WITH LABEL UP. I ti a a Q -1 I =1 1=1 I=1 I !=1 I=11 !-1 ! !=1 1t'l= =111==! 1=1 1=1 I I-= = _ - AS PER STD. i— — a. a� 11=1 I I 1 I 1=I 11=�I- i SNAKE ALL PIPES 1N TRENCH. ,,,,„I�I„ �f � �I� `�I,,,e11,,,l�I,�,��1,,,��,y,�� 6” MIN PEA GRAVEL �= 1=1 RED BUNDLE AND TAPE ALL CONTROL WIRES AT 10' D.C. TO PRESSURE �= ! I 2 x 4 RWD OR BRICK BLACK `. MASTER CONTROL SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 dEGREE = �_ _( i= BRASS STREET ELL TYP. _ VALVE CHANGES IN DIRECTION. BASS NIPPLE fi" MIN SCH 80 PVC NIPPLE FLOW SENSOR PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 3'15 THREADED BOTH ENDS SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. PVC SHC 40 TEE OR ELL DIAMETER SAME SIZE PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN AS FLOW METER SIZE CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. - CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS MINIMUM DIS ANCE DOWNSTREAM SERVING A PRESSURE MAINLINE 3" AND LARGER. 5X DIAMETER OF FLOW METER SIZE NOTE: MINIMUM DISTANCE UPSTREAM NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS 1 O DIAMETER OF FLOW " " METER SIZE Q INSTALL 12 SHRUB PDP -UP HEAD 1 1/2 IN GROUNDCOVER/MULCH, 3/4" TO 1 ABOVE F.G. 0 F.G. - 1 1/2" BELOW WALK OR CURB LAV�N/4"6'8" SHRUB PCT -UP HEAD UICK COUPLER FL METER TREN�I-�[ING DETAILGALT CLEAN BACK FILL SATURATE AND COMPACT TO 90% WALK OR CURB HAR DSCAPI N G •. ...•,, :� � •, , i..;.. •,.-..: u^: FINISH GRADE CONC. WALK 1 112" ' ••.... ... •. • :" �� 4" MAX �- �,'1 � OR CURB NATIVE BACKFILL 2 MINUS U: NON PRESSURE LATERAL LINE W/SLEEVE _ I1 a FINISH GRADE PRESSURE SUPPLY LINE W/SLEEVEJom CONTROL WIRE SLEEVE � , ; ,� � �, � , , . _ _ � IE l I I , I I I l—I I I;---11 � �_� � " ' _ _ _ - PRESSURE REGULATOR 1F _ . , , , ; . , , , , , , , , ', • _ _ _ REQUIRED. SET AS SHOWN ON REDUCE PRESSURE BACKFLOW SAND BACK FILL •—�i SITE DRAWING �_ 1s PREVENT Z Mtn • ' MARLEX STREET ELL HI POP SHRUB HEAD STRAINER #40 MESH MODEL 13RASS NIPPLE 6„ SCH 80 PVC NIPPLE _ BRASS ELBOW BRASS ELBOW 47— THREADED BOTH ENDS NOTES: o BRASS UNION BRASS PIPE INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, , RELIEF PORT PVC LATERAL Li N E BRASS BALL t_DOSE KEY fa BRASS BALL SIZE PER SPEC. PVC STREET ELL HOSE BIB � " ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SLEEVED. BRASS PIPE LOCK BOX LATERAL LINE WITH * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND PVC TEE OR ELL - 4 REBAR COMMERCIAL TRAFFIC WAYS. -8" SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS DOUBLE SWING JOINT tell - - REQUESTED BY INSPECTOR 2 EA. PVC STEET ELLS NN sur+. ..•,• 11 ``•E ll sWj � .r +l �• r • IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE NOTE: :. 1. f+v!�kOCL iYl.'V:li4 •,;..,.,� ::� T� .; .}; : � ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON 0 ALL BUBBLERS TO BE INSTALLED GROUND LEVEL. NOTE: WITH TRIPLE SWING JOINTS INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G. PRESSURE SUPPLY CONC. STABILIZER FRONT PRESSURUPPLY L NE p _ 1 F.G. 1 1/2" BELOW HARDSCAPE LINE (INTAKE) (TRUST BLOCK) DISCHARGE F.G. 1 /2 BELOW WALK OR CURB (DISCHARGE) BACKFLOW ENCLO�URE 3/4" GRAVEL SEE NOTE BELOW BRASS ELBOW ` •'' ' BRASS UNION SLEEVING DETAIL BUBBLER HEAD HI -PGP SHRUB HEAD �� - ¢' •.: ,... : BRASS BALL .. ,; VALVE FINISH GRADE • #4 REBAR MAIN SUPPLY, _ _ fZ" PLAN LATERAL ND =1 i 1=1 I I—! I I-1 11=1 11=1 11—j 11= WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING 111--=III=III=III= RISER NOTE: BACKFLOW ENCLOSU RE, LE M EU R 771 F7 MAIN OR LATERAL LINE OR EQUAL 24"X60"X36" HIGH LATERA: �*• Q� u• o - — HINGED AT ONE END SECURE '� TEE OR ELL E N D WIRING MAINLIN TO 6 "X 8" FOOTING W/4" �! .. :r ELEVATION 12" NIPPLE BOLTS (EQUIPMENT TO BE ELEVATiON ' VIEW CENTERED INSIDE HOUSING) TEE OR ELL PROVIDE A 20" LOOP MAIN OR LATERAL LINE ` "? OF WIRE IN ALL — GENERAL NOTES: .;: E. 1 .. _ = 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR �� •:�� }. .-,�_ �� CHANGES OF MARLEX STREET ELL PRIVATE z: DIRECTION GREATER ( ) PRIOR TO POURING ENCLOSURE ALL MAINLINE �� :• INSTALL ALL 120 +! THAN 30 DEGREES PVC STREET ELL(PUBLIC SHALL BE ti VOLT WIRE R REMOVE TIES AFTER } 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE INSTALLED PER r CONDUIT PER LOCAL MFG'S` CODE ALL CONNETIONS 12" NIPPLE ��' HAVE BEEN MADE SPECIFICATIONS SNAKE ALL PLASTIC PIPE PLAN TAPE AND INTO TRENCHES AS BUNDLE WIRING SHOWN AT 10' O.C. MARLEX STREET ELL(PRIVATE) MAXIMUM TO PLAN VIEW PVC STREET EL(PUBLIC) MAINLAINE. NOTE: SCHEDULE 40 STREET ELL DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE SCHEDULE 80 PVC RISER BAC"IvIS.-FLOW P_R_.EVENTER IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE CITY OF F 80 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL LANDSCAPE PLANS PUBLIC JOBS BMW BB EINE SUMMIT AVENUE MEDIANS As Sxovv�v 4AZI n� ars PIPING AND WIRING SWING JOINT cin BY, aPPRnv® By, vc. NCLs Y141 392_RP MY R �•� EXP. DATE S I T ie S C A P r- 5 Landscape Architecture and Planning 3195—B Airport Loop Drive Costa Masa, CA 92626 Richard Poihamus, License CA—#2782 (949) 644-9370 (714) 210-3140 FAX �a �pHOSO'4pf *.p 6 P QL y4 G� i 2782 *s, Ca flF CALI DWN CHK DATE 05/27/05 JOB # OS -025