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Home My WebLink About3757-9s 1 T E S C A P[ i Landscape Architecture and Planning 3195-9 Airport Loop Drive Costa Mesa. CA 92626 Richard. Polhamus, Lloense CA—,[!2782 (949) 644-9370 (714) 210-3140 FAX CHK BOX TO BE PLACED AT RIGHT ANGLE TO JOB # 04-024 of 14 HARDBCAPE EDGE W/ VALVE 0 ETCHED IN LID �00 12"XIS" PLASTIC BOX AND COVER WITH w � LOCK TOP � CURL TYPE EXPANSION LOOP (MINZ4") a WATERPROOF WIRE CONNECTION 12"OR •c3 r--� aN HARDWARE A8 NOTED VALVE BOX W/ LOCK CHRI8T1"S ID TAG (STANDARD) wO.��,� 'O SECURE TO SOLENOID PIGTAIL FINISHED GRADE CCi FINISH GRADE GATE VALVE w�vo FINISH GRADE v 6.. F3/r4" 6" M. PROM HARDSCAPES IN d I I�I PVC MALE ADAPTOR .. a'• � 12 "MAX: TOPS' �1 � so ola 12 — — —_�- III=1 —_ OF YAL _ PVC LINE PIPE *�•- � � El _ 1 CU, FT. PEA GRAVEL III—III—III 1=1 I I-1 I =11 III = III- NON -PRESSURE LATERAL LINE Z � III -11 I- I I TIT I I RE 18" MIN ~ LINE PITTING I III � E LATERAL LINE UNION caNNECTION - � PEA GRAVEL IIIIIII � MAINLINE =1I I: -'-� -m •� a"� (MIN.3 cu. "d �+ -III=1I I 1=1I1=1I I— - PVG LINE PIPE PVC BGN. 4o MALE ADAPToR PRESSURE SUPPLY INE PVC ELBOW (TYP. 2 PLACES) — CONTROL WIRES =1I1=III III=III: PVC LINE PIPE e• e e 1=III=11 III �__ e e e -III—III CLEAN BACKFILL COMMON WIRE —, PVC SUPPLY LINE PITTINGS(SX%0) II II -III—III III=1 I f T III= CONTROL WI =III TI I: -III_ _T =I I I=I I I=III T= I —{ I I T�I T —I I �—� { { '—I 11=1 I I—I I =1 I I—III I I1=1 I I—III—I 11=1TI- NOTED 1. VALVES ARE TO EE INSTALLED IN SHRUB AREAS UNLESS OTHIMISE NOTED 2. WHEN MORE THAN ONE VALVE 16 LOCATED IN THE SAME ARIDA, PROVIDE A SPACE A MIN. OP 3 PT. APART. 2" X 4" R W D, BLOCK T= I I 1 I 1=1 I 1=1 I —i I I—III—ITE=1 fT 3. USE TEFLON TAPE ON ALL THREADED PITTINGS. 4. ONE VALVE PER VALVE EOX Ir Ir 6" MIN. TYP. BRASS REMOTE CONTROL VALVE GATE VALVE FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO WALK OR CURS WHITE WIRES LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE POP-UP SHRUB HEAD 1011 VALYE SOX MARKED W/ 2" QUICK COUPLER VALVE (COMMON) INITIAL BACKFILL MEASURED PROM THE TOP OF PIPE. THE REMAINDER 1 1/2" I Imo„ LETTERS READING Q.C. BLUE OP TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE FINISH GRADE a WATERPROOF ALL ALL SACK FILL 13 TO BE SATURATED AND COMPACTED TO SO96. . ° WIRE CONNECTIONS INSTALL ALL P1/C PIPE WITH LABEL UP. I — — 1 a a a a a . L _ =III—III—1 I !—I I !—III—III—III—III— I I—III —III —I 1=1 I 1=1 11- __ ° — — —_ _ = 1 I I I I I=1 11=1 11=1 I I—I 11=1 11=1 11=1 11=1 11=1 I 1=1 I—III =1 I—I 11=1 I I—III—III—I 11=1 11=1 I—I 11=Ei =IIT III III=III=III=III—III—II I—III—II I—III=III—I I—III=III—III—III=III=III—III=III—III—I AS PER STD. SN A PIPES IN TRENCH. SNAKE ALL III I II I I—III=I I I -III TFIE is I l=I I I=III=III—III-III III=III=III=III=III=III=III=III=III=III= 6 MIN PEA GRAVEL �_ — RED -1 I I ; III I I 1=1 BUNDLE AND [APE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE , I -I I (=I I 2 x 4 RWO OR BRICK SLA MASTER CONTROL SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL SO dEGREB _�= _j I I- BRASS STREET ELL TYP. VALVE CHANGES IN DIRECTION. RASE NIPPLE 6" MIN SCH80 PVC, NIPPLE FLOW SENSOR PRESSURE MAIN LARGER THAN 2" SHALL BE P.Y.C. CLASS 315 TEADED BOTH ENDS HR HR DIAMETER SAME SIZE SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. PVC SHG 40 TEE OR ELL PVC STREET ELLE LATERAL LINE SIZE TO BE NOTED ON PLAN AS PLOW METER SIZE CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION 13 UNDER ASPHALT OR CONCRETE. 24" MIN. 04 REBAR, ATTACH CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE W/(2) STAINLESS STEEL BANDS MINIMUM DI TANCE DOWNSTREAM SERVING A DRINKING POUNTAIN OR PRESSURE MAINLINE X DIAMETER OP FLOW METER SIZE 3 AND LARGER. NOTE: MINIMUM DISTANCE UPSTREAM MOTE:USE it TEFLON TAPE ON ALL THREADED FITTINGS 0X DIAMETER OF PLOW 0 INSTALL 1Z�� SHRU15 POP-UP � 4EAD 1 1/2 A50YE r_.G. 0 I=.G. - 1 1/2" BELOW WALK OR CURB TRENCHING DETAIL LAWN/4" 6"8" SHRUB POP-UP HEAD QUICK COUPLER FLOW METER OR CURB CLEAN BACK FILL SATURATE ANo COMPACT TOW%WALK HARDer.AP� •' FINISH GRADE T_ MAX CONC. WALK OR CURB • •!' • i ••. NATIVE BACKFILL 2" MINUS ro" —�) NON PRESSURE LATERAL LINE W/9LEEVE _ 1 a � a . a — FINISH GRADE � PRESSURE SUPPLY LINE W/SLEEVE I—III-I I= 1=-1 �-1- III I , . CONTROL WIRE SLlSLVE ,III-III-III=III= =III—III=III-^—III-III=-III -I I=I I I E9 I...,IIII ri,, III� I II > PILL -I I I- _III- i i —iii —iii - HI POP SHRUB HEAD RE�uLATOR MARLEX STREET ELL REDUCE PRIEeeURE 2" MM SC -44 80 PVC NIPPLE� BACKFLOW PREVENT 6" THREADED BOTH ENDS — — — — — — — STRAINER uo BRASS NIPPLE MESH MODEL (4 PL.AGES) 1� INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSIM BUPPLI' LINE, 817E PER SP. EC � p PVC LATERAL LINE — — — — — —• — — PVC ELL BRASS EL BRASS ELBOW o BRASS I.NION ALL SLEEVES TO BE SCH. 4m PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE LEE � BRASS RELIEF PORT PIPE SI„ Gmv=. LATERAL LINE WITH DRAW 5AL6-. VALVEOSE ',loll VALVE ► BALL * INCREASE THIS ViSTAAICE TO 36" WH11T1 SLEEVING UNDER ROADWAYS AND COMMERCIAL PVC TEE OR ELL 81 TRAFFIC WAY& DOUBLE SWING JOINT BRASS PI LoaC Box SLEEVES SHALL BE WCTEMW BE'Y`OND HARMOCAPE TO POINTS AS REC�STED D1' 2 EA. PVC STEET ELLS I INSPECTOR *4 REBAR P SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALLTAPE ENDS AND NOTE: - $" 18" PIEOVIDE A VERTICAL MARC AT 1°.[%05 OP SLEEVING VISIBLE ON 4ROUND LEVEL 0 ALL BUBBLERS TO BE INSTALLED NOTE: .. .. WITH TRIPLE SWING JOINTS INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G. 0 F.G. - 1 1/2" BELOW WALK OR CURB P.G. 1 1/2" BELOW HARDSCAPE 151 - SUPPLY LINE (TRUST BLOCK) SUPPLI' LING WPPL CONC. STABLOC J (NTAKW (DISCHARGE) BACKPLOW ENCLOSURE (SEE NOTE BLOW) SLEEVING DETAIL BUBBLER HEAD HI -POP SHRUB HEAD 6" �-�- BR°� MILEM : BRASS UNION FINISH GRADE :�• :. - ; - BRASS BALL VALVE MAIN LA?rQAI. MAN SJPPLY LATWRAL Im VOLT CONtOL WRS T_I I II I I 1 II�i i I^I 11�=1 11=►I I= II_III e4 REBARJII_I L12 �� 7V 77f 7--1 F,77 MAIN OR LATERAL LINE TEE OR ELL NOTA: BACKFLOW ETfCLOSUR$LE Mf�IR ,� t • - °� ELEVATION 12" NIPPLE OR 1xd{iAL 24"X60")06" 04104 HIPIGGD AT ONE GND SECURE TO - - j 6"XID" 1100TIiNG W/4" J BOLTS END - ELEVATION VIEW (ECAWPMENT TO BE CENTERED INSIDE HOUSING) �.•4 R TEE OR ELL MAIN OR LATERAL LINE y MARLEX STREET ELL(PR I VATE) GENERAL NOTES: « ALL; W W A AN n�rMLue'rnenree +mow Loo�L M�DlIOATIOPr oowourr PVC STREET ELL(PUBLIC) 1. CONTRACTOR SHALL FORM ENCLOSURE AND REOWUEST INSPECTOR emu rev. A sr Looms ar 011111112" NIPPLE PRIOR TO POURING ENCLOSURE '. M ALL CA N11 A O' OII111111OTION ROM ALL PLASM aruAlre 114m at OIeMlIM� I�1/•1DvR 4 + ,rsW r A ioN. F, 2. CONTRACTOR SHALL USE 520-C-2rv00 CONCRETE mamN TA17 Aim sum" WIC AT now moo" w oa To r1AALAn�a PLAN VIEW MARLEX STREET ELL(PRIYATE) PVC STREET ELL(PUBLIC) SCHEDULE 40 STREET ELL NOTES DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE SCHEDULE 90 PVC RISER IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING CITY OF F O N T A N A NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 20 PVC UNLESS OTHERWISE SPECIFIED LANDSCAPE PLANS USE PVC STREET ELLS W/TEFLON TAPE POR ALL BACKFLOW AUGUSTA D III PUBLIC JOBS PREVENTER As sxowN �, PIPING AND WIRING JOINT up ,�,� vm N.: 9 _ C" mCE dgxwov. �„� 3757 15 s 1 T E S C A P[ i Landscape Architecture and Planning 3195-9 Airport Loop Drive Costa Mesa. CA 92626 Richard. Polhamus, Lloense CA—,[!2782 (949) 644-9370 (714) 210-3140 FAX �� LANDSC,gp�. PO4 A,p 4 � DMI(! CHK DATE 06/09/04 JOB # 04-024 of 14 �00 �z w � � O,�) a •ct •c3 r--� aN moo wO.��,� 'O ^ _ I 00 CCi � w�vo Z Z �� LANDSC,gp�. PO4 A,p 4 � DMI(! CHK DATE 06/09/04 JOB # 04-024 of 14