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HomeMy WebLinkAbout3305-11BOX TD BE PLACED AT RIGHT ANGLE TIS HARDSCAPE EDGE w/ VALVE # ETCHED IN LID GEAR DRIVEN 12'X18'LUCPLASTIC Bax AND COVER WITH SHRUB ROTOR CURL TYPE EXPANSION LOOP C MIN, 24' ) WATERPROOF WIRE CONNECTION 12'OR HARDSCAPE VALVE BOX W/ LOCK 12' MIN PVC RISER CHRISTY' S I. D TAG (STANDARD) AS NOTED • FINISH GRADE SECURE TO SOLENOID PIGTAIL FINISHED GRADE FINISH GRADE GATE VALVE FINISH GRADE �3/4" o 6' 11 lll 1!S Lll LU.—LI L!1 1L1.—.LL! ' ,J�j—lll • 4 6' MIN, FROM HARDSCAPES �1 ILLI �I�-1L=1L1=� Jul �1l HEAVY DUTY GALV= '.,Ili,.r PVC MALE ADAPTOR 12'MIN STEEL PUNCH LOCK 12' MAX. TO SQL III • , �� •� FASTENER < 2 REQ D) OF VALV 12' _ '- PVC LINE PIPE IIIIIIIII IIILII , CU. FT. PEA GRAVEL z IIS--Ill=Ll1 L11 I - NON—PRESSURE LATERAL LINE 18 MIN LINEFITTINGLIIIIIIIL Llut TI-2i z xI f I l I III—_ ") '"'' UNIQN CONNECTION E �-11111=11 I I III` LATERAL LINE 'PEA GRAVEL MAINLINE • s I- -1 I I I— = ;; R 1` - C MIN. 3 CU. FT.) LATERAL LINE WITH PVC PVC LINE PIPE PVC SCH, 40 MALE ADAPTOR PRESSURE SUPPLY LINE TEE OR ELL PVC ELBOW (TYP. 2 PLACES) - — — CONTROL WIRES PVC LINE PIPE ' PVC STREET ELL 11 I II I 111 CLEAN BACKFILL COMMON WIRE PVC SUPPLY LINE FI77INGS(SXSXS) 1111111 , 1�1�-11 iI►-IT1= SCH. 80 NIPPLE L11 JELL CONTROL WIRE — _ ! Ill 1 ` X 1 " X 3 0 N GALV = NOTES, I—III=III—I I -1 i I=1 I I Iii -I I ►-i i ►-1-III- ANGLE IRON 1. VALVES ARE TO HE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2" X 4" R WD. BLOCK 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MI31-FTIF APART. =1 I I—I I —��ILI=III III=1 I 1=I f III=If �� 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. i- 4. ONE VALVE PER VALVE BOX 6' MIN. BRASS"R141OTE GATE SI��ZUB RCPT® TYP. CONTROL VALVE VALVE OF 14 FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO POP-UP SHRUB HEAD WALK OR CURB WHITE WIRES LARGER THAN 1/2' IN SIZE. THIS WILL BE PERMITTED IN THE 1 1/z' 10' VALVE BOX MARKED W/ 2' QUICK COUPLER VALVE (COMMON) INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER LETTERS READING Q.C. BLUE OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2 MINUS. FINISH GRADE 12' MIN. FROM HARDSCAPE MATERIALS FINISH GRADE WATERPROOF ALL ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 9D%. WIRE CONNECTIONS 1 1 112' a o - - j-� 1LI=-1LI=111=LI1= 1J11 --I I j -I -III- = 111- , I',-�� AS PER STD, INSTALL ALL PVC PIPE WITH LABEL UP. — _ a p 1111111=I I II II I I II 111 llll I� 11=11 I--��-I IJj l 11 �i l= I I Llr l_I II — — SNAKE ALL PIPES IN TRENCH, 1—_ _= __= I L-I-�i i �I I ►� I i-1 I�-�I LILI I �I I �i 11► I I�-I i �I I i�i � I � 1-1 I I• --I I �--1 i I -I � 1-1 i�-I i I -i I I -I i �-I I� • I I i--111 Ill ---11 1-11=111-111-111-11, 1-1 I • _ 6 MIN PEA GRAVEL _— 111 RED BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O. C. TO PRESSURE 1.=1 I 1=1I x 4 RWD OR BRICK BLACK MASTER CONTROL SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 dEGREE 1 Af .III= =11 L BRASS STREET ELL TYP, y RASS NIPPLE 6' MIN VALVE CHANGES IN DIRECTION. PRESSURE MAIN LARGER THAN 2' SHALL BE P. V. C, CLASS 315 SCH 80 PVC NIPPL --.— FLOW SENSOR • THREADED BOTH ENDS PVC SHC 40 TEE OR ELL DIAMETER SAME SIZE SMALLER THAN 2 SHALL BE P. V. C. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN AS FLOW METER SIZE MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETEA ACH CONTRACTOR SHALL PROVIDE 24' OF COVER OVER PIPE NOTE: W/C 2M I STAINLESS ASTEELTBANDS MINIMUM DISTANCE DOWNSTREAM SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE O INSTALL 120 SHRUB PGP -UP HEAD 1 1/2 5X DIAMETER OF FLOW METER SIZE 3' AND LARGER, AB 0 V E F= G. NOTEI MINI MUM DISTANCE UPSTREAM o F = G = - 1 112A' BELOW WALK G R CURB USE TEFLON TAPE ON ALL THREADED F I TT I NGS 1 OX DIAMETER OF FLOW METER SIZE o CHECK VALVE FOR LOW HEAD DRAINAGE TRENCHING ETAIL LA �4"6"g" SHRUB P P -UP I IE QUICK COUPLER �' L METE CLEAN HACK FILL SATURATE AND COMPACT TO 90X WALK ❑R CURB HARDSCAPING FINISH GRADE CONIC. WALK •., .r�.,�... ', ,;� ..:.,..: ,....,. 4' -MAX 6� ---� NATIVE BACKFILL 2' MINUS OR CURB NON PRESSURE LATERAL LINE W/SLEEVE 1' 1�2� — FINISH GRADE •fir: v• ' • N PRESSURE SUPPLY LINE W/SLEEVE � ,III^I I ISI I I -I � I I � I � I I I Ii,, I I I, III III -III• -III III I I •• _ __ — .� CONTROL WIRE SLEEVE �D }w�ti:.i'•• ��• ••• •. � I i I III I -III -I 1 I ' I PRESSURE SAND HACK FILL •! .: • -� ' •'. 1 � � i � i—� � �—i � �— . " +;�� �'•„ -III= =I I I� HI POP SHRUB HEAD REQUIRED. REGULATOR AS SHOWN MARLEX STREET ELL ON SITE DRAWING REDUCE PRESSURE 2' MI SCH 80 PVC NIPPLE 6' THREADED BOTH ENDS — — — — — r — #40— Nn� IN — ® — — — STRAINER DEL BRASS NIPPLE = MESH MODEL C4 PLACES) INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER PVC LATERAL LINE BRASS ELBOW BRASS ELBOW SPEC. PVC STREET ELL S ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE RELIEF PORT BRASS PIPE SLEEVED. LATERAL LINE WITH BRASS HALL LOOSE KEY ' ------BRASS BALL a INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL PVC TEE OR ELL VALVE SE HI �18� VALVE TRAFFIC WAYS. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY DOUBLE SWING JOINT BRASS PIPE LOCK BOX INSPECTOR 2 EA. PVC STEET ELLS IF SLEEVES ARE TO HE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND NOTE: g• 4Y4 EBAR PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON GROUND LEVEL. 0 ALL BUBBLERS TO BE INSTALLED NO T E � 1814-1 s WITH TRIPLE SWING JOINTS INSTALL HI—POP IRR. HEAD 1 1/2' ABOVE F= G. C) F. G= - 1 1/2p BELOW WALK OR CURB FIG. 1 1/2' BELOW HARDSCAPE •� PRESSURE CONIC. STABILI FRONT PRESSURE SUPPLY LINE (TRUST BLOCK) SUPPLY LINE ( INTAK© _ CDISCHARG67 BACKFLOW ENCLOSURE BUBBLER E I—PUP SHRUB11EAD 3J4' GRAVEL (SEE NOTE BELOW) SLEEVING DETAIL.{!SASS ELBOW r'•-..•+: �e j1'.� :�• r. BRASS UNION FINISH GRADE BUILDING EDGE :*" • .. • ® ® " BRASS BALL ' M •' . , _.. �' , • . � . -..: • .•' ' : VALVE �II1 �-�- i �-�-►��- 6 u MIN • • : � . .. .. •--L:-•.. . MAIN UPPLY, LATERAL MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING !� ,j� I I JI I I ; I I (-1 11— RISER N.#4 REBAR MIRING 112-1 PLAN L12- MAIN�` OR LATERAL LINE 771 :LATERAL I IE' �, t: u, ,.I — _. _. TEE OR ELL 5219x" i SHRUB SPRAY HEAD NOTES BACKFLOW ENCLOSURE, LE MEUR WIRING MAINLINE F' ' ` ELEVATION 12' NIPPLE OR EQUAL 24' xbo' x36' HIGH �•.: i...=,.y:;. y r:.,•, HINGED AT ONE END SECURE TO SCH 80 PVC NIPPLE 6'W FOOTING W/4 J BOLTS E N D ELEVATION VIEW THREADED BOTH ENDS ( EQUIPMENT TO BE CENTERED q INSIDE HOUSING) 12u TEE OR ELL FINISH GRADE ~ MAIN OR LATERAL LINE ALL NAALINE SNAU BE INSTALL'„LL 120 ' ` MARLEX STREET ELL(PRIVATE) _ —_ _ I I GENERAL NOTES: INSTALLED PER NFG'S VOLT MIRE IN PVC STREET ELL(PUBLIC) I I { I I { = { { { I={ { I=—III— 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQWUEST INSPECTOR SPECIFICATIONS � IT PER LOCAL PADVIDE A e0' LMr of WIRE 12' NIPPLE PRIOR T❑ POURING ENCLOSURE IN ALL CHANGES OF DIRECTION SNAKE ALL PLASTIC GREATER THMW 30 DEGREES RENWE // PVC STREET ELL PIPE IMM THDOET TIES AFTER ALL COWETIONS MARLEX STREET ELL(PRIVATE) 12// 2, CONTRACTOR SHALL USE 520—C-2500 CONCRETE AS SNOWN NAVE JEEN MIX PLAN TAPE *Amo DUNDI.E MIRING AT Ia a c NAxINIIl1 70 NAINU►INE. PVC STREET ELL(PUBLIC) MARLEX STREET ELL PLAN VIEW SCHEDULE 40 STREET ELL PVC LAT. LINE SCHEDULE 80 PVC RISER _ NOTEI - BACT 11 L"® 1► r EVE �t i r DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE `> IN THE SAME TRENCH AS THE IRRIGATION.. CONTROL. WIRINGol r . ' CITY OF FONTANA NOTES ALL PIPE AND FITTINGS SHALL BE SCHEDULE NOTE, FIXED RAISERS ALLOWED ONLY AGAINST BUILDINGS:'. ° 80 PVC UNLESS OTHERWISE SPECIFIED1f ri _ WALLS, FENCES, ETC. Wil �� � IY � � � � if+ :; � USE PVC STREET ELLS W/TEFLON TAPE FOR ALL - - o ' PUBLICJOBS �. - _ - DEYSQED xw t�nAPDD 1. NOG SWNG JOINT SHRUB SPRAYAD ofgrPIPINT 06 .. cm E1fiINFlrJ! R C. E. I3186 EJfP. LATE 11=/9 Landscape Architecture and Planning 180 Newport C;onter Dr., Ste. 210 Newport Beach. CA. 62660 Rlohard F"NINnw, Llon,w CA—#V82 (714) 644 -WO (794) 6449396 FAX Z 0 Lz kn o ...� 00 H V o-, W O Z � F� kn r� r�