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Home My WebLink About3377-17POP—UP TURF ROTOR BODY W/ RUBBER CAP FINISHED GRADE SET TO 1/4" ABOVE FINISH GRADE BOX TO BE PLACED AT RIGHT ANGLE TO STRIP WIRES APPROX. 5/8" FROM ENDS 01 FINISH GRADE HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 6" 12"X18" PLASTIC BOX AND COVER WITH 6" MIN. FROM HARDSCAPES — — — — _ — _ cuRLL. CK OEPXPANs1oN Looe (MIN.24'� I I (I Of WATERPROOF WIRE CONNECTION 12"OR STEP 1 CHRIsrY'S LQ TAG (STANDARD) AS NOTED HARDSCAPE SECURE TO SOLENOID PIGTAIL TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM z z ►—I 11=1 I EI ( III =—I 11= NON—PRESSURE LATERAL LINE „ FINISH GRADE 3/4' 1=III-III-II 11=III-III- LATERAL LINE g -111=11I III- =1 a I-III=11 I I =- N STEP 2 cv -III-III -III: 1 I=III=11 I—III= SCH 80 PVC NIPPLE - -23 I I I- PRESSURE SUPPLY LINE (MINIMUM 4" LONG) — — = CONTROL WIRES 11 12"MAX. TOP _—,I SOLENOID—I 12" -III-III III=III: OF VALVE PVC LINE PIPE MIX CONTENTS OF SEAUNG PACK, CUT 1/2 OFF i i II- �IIII fIIII VIII -III: CLEAN BACKFILL SCH 80 PVC NIPPLE (24" MIN.) - END SI PACK AND INSERT CONNECTOR TO SCH 40 PVC � ,_, ,� OPPOSITE END TYPICAL (2) PLACES T X T 90' ELL NON PRESSURE 18" MIN LINE FITTING _ ----- — SCH 40 90' STREET ELLS � UNION CONNECTION -I 11-1 I I_ � PEA GRAVEL -I 11=1 I I -III i I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I f s b o �;;; a� (MIN.3 CU. Fr.) -I i=1 -I I -III-III III -III -III -III -III- ' i—III—III I I I=1 11=1 I I=1 I I=1 11=1 i I—III-' PVC UNE PIPE (24" MIN.) PVC SCH. 40 MALE ADAPTOR p 3 ANTI -DRAIN VALVE AS REQUIRED PVC ELBOW (TYP. 2 PLACES) WRAP OPEN END OF SEALINGPACK WITH PVC LINE PIPE TAPE. ALLOW TO SET UNTIL RESIN JELLS SCH 40 90' STREET ELLS PVC SUPPLY LINE FITTINGS(SXSXS) 6 MIN. COMMON WIRE NON—PRESSURE SOLVENT WELDED JOINT FITTINGS FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LATERAL FITTING CONTROL WIRE LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE NON—PRESSURE LATERAL LINE NOTES: INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED STEP 4 NOTE: OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 Fr. APART. AND EDGES OF LAWN. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. "SCOTCH" SEALING PACK ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. 2. USE TEFLON TAPE ON ALL MALE THREADS. 4. ONE VALVE PER VALVE BOX INSTALL ALL PVC PIPE WITH LABEL UP. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. PLACE NEXT TO ROTOR TYP, BRASS REMOTE CONTROL. VALVE WIRE CONNECTION MAINLINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. MAINLINE (PRESSURIZED) 2 INCH AND SMALLER SHALL BE SCH 40 SOLVENT WELD P.V.C. 21/2 INCH THROUGH 3 INCH SHALL BE CLASS 315 SOLVENT WELD P.V.C. 3 INCH AND LARGER DOWNSTREAM OF MASTER VALVE SHALL BE CLASS 200 BELL AND GASKET P.V.C. POP—UP SHRUB HEAD WALK OR CURB 1 1/2" 10" VALVE BOX MARKED W/ 2" QUICK COUPLER VALVE CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE FINISH GRADE LETTERS READING Q.C. 12" MIN. FROM HARDSCAPE MATERIALS 3" AND LARGER. FINISH GRADE ° FOR SLEEVING SEE SLEEVING DETAIL THIS SHEET. " 1. 1 /2 '. d a =_ =1 I I=1 11=1 I I=1 I I-1 I I-1 I7,, =1 11=1 11=1 1=1 11=1 t— — I_1=4 11=1 11-1 11=1 11=1 11=1 11=1 11-I I I -I 11-1 I I I III -I I I -I 11-I 11-1 11-1 11=1 I i -I 11-I I N I r -I I I -I I I -I I I -I I I -I I I -111-111=111-I I I -I I I -III -I 1=III=III=III-III=III=III=III=III=III-I i 1=1 i I-11EI i I-1 i I -11E i TRENCHING DETAIL III=1 I I, . I I I-1 III I I I=1 I -1 I I:-1 11-1 11-1 11-1 11-1 I 6" MIN PEA GRAVEL �- -L I I_I I 11 '' ',�,...--2 x 4 RWD OR BRICK BRASS STREET ELL TYP. RASS NIPPLE 6" MIN CLEAN BACK FILL SATURATE AND COMPACT TO 9OX SCH 80 PVC NIPPLE HARDSCAPING (CONCRETE OR ASPHALT PAVING) THREADED BOTH ENDS PVC SHC 40 TEE OR ELL SCH 40 PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN - NATIVE BACKFILL 2" MINUS SCH 80 PVC NIPPLE 24" MIN. 4 REBAR, ATTACH NON PRESSURE LATERAL LINE W/SLEEVE (MIN. 16 LENGTH) W/(2) STAINLESS STEEL. BANDS c�tv PRESSURE SUPPLY LINE W/SLEEVE NOTE: NOTE: .:....:.;...A..-.. _ CONTROL WIRE SLEEVE O INSTALL 12" SHRUB POP—UP HEAD 1 1/2" USE TEFLON TAPE ON ALL THREADED FITTINGS to ` : SAND BACK FILL ABOVE F.G. CONTRACTOR TO INSTALL REBAR AWAY FROM 2" MI O F.G. — 1 1/2" BELOW WALK OR CURB IRRIGATION CONTROL WIRES. 6" 0 CHECK VALVE FOR LOW HEAD .DRAINAGE MIN NDIES� INSTALL SCH, 40 PVC CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE. SIZE OF SLEEVE TO BE AMPLE FOR FUTURE WIRE ADDITIONS. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE LAWN N / SHRU-B POP --UP HEAD QUICK COUPLER SLEEVED. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON GROUND LEVEL. ALL WIRE, LATERAL PIPING AND MAINUNE TO BE SEPARATELY SLEEVED. CONC. WALK 1 1/2" VALVE BOX W/ LOCK OR CURB SLEEVING DETAIL FINISH GRADE FINISH GRADE GATE VALVE _ .;III III 1_I 11I I I_I •• � ` • 1 — ——- HI .POP SHRUB HEAD OF 14 PVC MALE ADAPTER PRESSURE REGULATOR YELLOW WIRES I — — — — REDUCE PRE SSURE ON SITE SDROAWING (COMMON} 11 BACKFLOW PREVENT BLUE �I� III I _ 1 CU. FT. PEA GRAVEL — — — - — — — — Y—STRAINER 140 13 PSAC NIPPLE MESH MODEL WATERPROOF ALL II I SCH 40 PVC STREET ELL BRASS ELBOW BRASS ELBOW .--- WIRE CONNECTIONS AS PER STD. ILII �-MAINLINE LATERAL LINE WITH ,� o BRASS UNION BRASS PIPE PVC TEE OR ELL RELIEF PORT BRASS BALL BRASS BALL LOOSE KEY � " DOUBLE SWING JOINT VALVE HOSE �e 18 VALVE BLACKED MASTER CONTROL °$°°�° ° ° "0° 2 EA. SCH 40 PVC STREET ELLS BRASS PIPE LOCK ' BOX VALVE INII I °° �°°°°� - -- SCH 80 PVC NIPPLE g« 4 REBAR FLOW SENSOR (MIN. 6" LENGTH) 18" t� --� DIAMETER SAME SIZE " NOTE:��"err BRASS ELBOW 2 X 4 RWD. BLOCK �. AS FLOW METER SIZE INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G. F.G. 1 1/2 BELOW HARDSCAPE PRESSURE G. PRESSURE UPPLY LINE STABILIZER FRONT (DISCHARGE) (TRUST BLOCK) ( MINIMUM DISTANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE MINIMUM DISTANCE UPSTREAM GATE VALVE HI -POP SHRU—B HEAD SCORE JOINTS " (SEE NOTE ENCLOSURE BELOW) 10X DIAMETER OF FLOW (TYP.) 3/4 GRAVEL BRASS ELBOW LOW METER SIZE s»Ne •• :..+' :... ... BRASS UNION —�....-- FINISH GRADE ®' • ' BRASS BALL VALVE �I I I= FLOW METER RISER - • ' :..., :; • :• :. •• • — — — MAIN OR LATERAL LINE Ll2 PLAN Al2- _ — — — - �4 REBAR TEE: OR ELL MAIN SUPPLY, LATERAL ELEVATION 12"' NIPPLE AND WIRING _ NOTE: MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING BACKFLOW EN;�LOS"URE,.�E MEUR HR�NNG EQUAL ONE END SECURE TO END 6"X8 FOOTING W/4" J BOLTS 52ts LATERAL 18" 12 4"]18#[.5 - — _ INSIDE HOUSING) BE CENTERED _ _ _ _ _ TEE' OR ELL WIRING MAINUNE — — — — ELEVATION VIEW MAIN OR LATERAL LINE MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUBLIC) GENERAL NOTES: •� TYP REBAR 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR 12 NIPPLE PLAN MAIRLEX STREET ELL(PRIVATE) PRIOR TO POURING FOOTING / FOUNDATION. PVC STREET ELL(PUBUC) 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE ALL MAINUNE SHALL INSTALL ALL 120 '" F BE INSTALLED PER VOLT WIRE IN SCHEDULE 40 STREET ELL MFG'S SPECIFICATION CONDUIT PER LOCAL `"'r"• TYP. CONCRETE CODE PROVIDE A 20" Looe of WIRE SCHEDULE 80 PVC RISER THRUST BLOCKS SNAKE ALL PLASTIC IN ALL CHANGES OF DIRECTION TYP. CONCRETE TO REST BACI�:FLOW DEVICE PIPE INTO TRENCHES GREATER THAN 30 DEGREES REMOVE TAPE AND BUNDLE WIRING AT AS SHOWN TIES AFTER ALL CONNECTIONS AGAINST UNDISTURBED 10' O.C. MAXIMUM TO MAINLINE. HAVE BEEN MADE SOIL PLAN VIEW o%osco CITY OF FO ITANA NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE NOTE: THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE ��o �a k Patti F9� NOTE: 80 PVC UNLESS OTHERWISE SPECIFIED MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. �~ ��* q` cy LANDSCAPE PLANS DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE �� 2%$2 G �� IN THE SAME TRENCH AS THE IRRIGATION USE PVC STREET ELLS W/TEFLON TAPE FOR ALL UTILIZED IN ALL (2 1/2" AND SMALLER MAINLINE PIPE) � MWN W' PAiRIC MA „(� PARK s�ALE, CONTROL WIRING PUBLIC JOBS �k * AS SHOWN DEMIGNED BY, GA O r ETAILS DATE. 2/15/03 q%' puleCHECCD 10, SWING JOINT THRUST BLOCKS F or APPROVED DWS 17 PIPING AND ��l.JCAi. «TY Et► X3377 48 I I -F e% C JA P e l Landscape Architecture and Planning 3195-8 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, Ucense CA• -#2782 (949) 644-9370 (714) 210-3140 FAX w 0 I ..� W �z 0�, CL MUO t"- �C:I44, V l� Z. 000 �I Q Cd � •Cis o p� Cc 00 U as W A o I•--� cq �ll � F� �