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Home My WebLink About3302-8s F v 3 fi BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE j ETCHED IN 4 1YXle PLASTIC BOX AND COVER WITH LOCK TOP I - GEAR DRIVEN CURL TYPE EXPANSION LOOP (MN.247 WATERPROOF MARE CONNECDON 12"OR SHRUB ROTOR as NOTED HARDSCAPE CHRISiYS_ LD TAG (STANDARD) 124' MIN PVC RISER SECURE PAS VALVE BOX W/ LOCK FINISH GRADE �3/4 v FINISHED GRADE FINISH GRADE _ d FINISH GRADE GATE VALVE 12"MAX. TOP 6' MIN. FROM HARDSCAPES OF VALVE SO HEAVY DUTY GALV, � L� PIPE PVC MALE ADAPTOR .. ,� •.• 1 �// MIN STEEL PUNCH LOCK 1s" MIN � u�NE- �� FASTENER (2 REQ' D) -� "" C�N"�0N �""..�•►�� • _'*!:.— PEA GRAVEL (MIN.3 cu• Fr.) 1 GU. FT. PEA GRAVEL Z NON -PRESSURE LATERAL LINE PVC UNE PIPE Cr( S2 P�EM)Al E ADAPTOR �11�11�.�11111 • PVC ELBOW' £ I LATERAL LINE PVC UNE PIPE ` COMMON WIRE IIIIIIII PVC SUPPLY UNE FITTINGS(SXSXS) MAINLINE CU - LATERAL LINE WITH PVC CONTROL WIRE PRESSURE SUPPLY LINE TEE OR E L L CONTROL WIRES PVC ' STREET ELL CLEAN BACKFILL SCH. 80 NIPPLE 1' X1' X30' GALT ANGLE IRON NOS 2" X 4" RWD. BLOCK �- 1- VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED I I I 1 TI 1X11{— 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX 6' MIN. SHRUBROTOR TYP. BRASS REMOTE CONTROL VALVE GATE VALVE 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 WALK OR CURB QUICK COUPLER VALVE (COMMON) INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER 10' VALVE BOX MARKED W/ 2' OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2' MINUS. 1/2' LETTERS READING Q. C. 12' MIN. FROM HARDSCAPE MATERIALS BLUE FINISH GRADE FINISH GRADE WATERPROOF ALL ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. WIRE CONNECTIONS INSTALL ALL PVC PIPE WITH LABEL UP. ! .. - _ — AS PER STD. SNAKE ALL PIPES I N TRENCH. rI I F' �� I — — = 1 f { { ! {.► f 4 1 ! 1 ! ! I ! ! I It 11 {I { I !4 I {--4 I 6' MIN PEA GRAVEL _ RED BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE x 4 RWD OR BRICK BLACK MASTER CONTROL SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE _�� BRASS STREET ELL TYP. _ VALVE CHANGES IN DIRECTION. RASS NIPPLE 6' MIN —' PRESSURE MAIN LARGER THAN 2' SHALL BE P. V. C. CLASS 315 SCH 80 PVC NIPPLE - — FLOW SENSOR SMALLER THAN 2' SHALL BE P. V, C. SCHEDULE 40. THREADED BOTH ENDS 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. #i4 REBAR, ATTACH SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE WI(2) STAINLESS STEEL BANDS MINIMUM DISTANCE DOWNSTREAM 3' AND LARGER. 5X DIAMETER OF FLOW METER SIZE NOTES MINI MUM DISTANCE UPSTREAM NOTE: USE TEFLON TAPE ❑N ALL THREADED FITTINGS 1 OX DIAMETER OF FLOW O INSTALL 12' SHRUB POP-UP HEAD 1 1/2 0 METER SIZE ABOVE F. G. O F, G. - 1 112'v BELOW WALK OR CURB TP,ENCH1_N_G DETAIL LAWN/4"6"8" SHRUB PSP -UP HEA Qulc-&rr COUPLER FLOW METE ASTER VALVE CLEAN BACK FILL SATURATE AND COMPACT TO 90G WALK OR CURB HARDSCAPING FINISH GRADE CONC. WALK •..*,..,.:. µ ,.:.•.•h•1,J;...J• 4' MAX 6' --� OR CU 4' BACKFILL 2' MINUS NON PRESSURE LATERAL LINE W/SLEEVE 1 ' 1�2� _ FINISH GRADE ICU PRESSURE SUPPLY LINE W/SLEEVE �, �_� I (—1 �� I 1 4= _ •- _• —_ • A �i ,• CONTROL. WIRE SLEEVE ) � I -r � I I-� I �� I I= =I I =� I I-=� I �� =I � I�) � Lam! I �!I I ~•:•' •.1:••• • ' I— L..:.%r• •l.. I_I I HEW I • •� • .,� // A f I I III I -III -I I I -I SAND BACK FILL _ _� L (_ =I . I HI POP SHRUB HEAD PRESSURE REGULATOR IF "' " MARLEX STREET ELL REQUIRED' SET AS SHOWN REDUCE PRESSURE 2' NI j — ON SITE DRAWING 6, SCH 80 PVC NIPPLE r _, — — — — — — _ sacKFLaW PREVENT THREADED BOTH ENDS STRAINER 440 BRASS NIPPLE IN MESH MODEL <4 PLACES) INSTALL CONTROL. WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER BRASS ELBOW BRASS ELBOW PVC LATERAL LINEBRASS ALL SLEEVES TO BE SCF. 40 PVC AND TO BE 2X THE D I AMETER OF THE LINE TO BE PVC STREET ELL o BRASS PIPE N RELIEF PORT LATERAL LINE WITH BRASS BALL_LoasE\ aRAss BALL ■ INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL PVC TEE OR ELL VALVE BI 18 VA -VE TRAFFIC WAYS. BRASS PIPE LOCK BOX SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REGLESTED BY DOUBLE SWING JOINT INSPECTOR 2 EA. PVC STEET ELLS IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND NOTE: e• _ �.— Y4 R PROVIDE A VERTICAL MARK AT ENDS nF SLEEVING VISIBLE ON GROUND LEVEL. O ALL BUBBLERS TO BE INSTALLED NOTEI 18° WITH TRIPLE SWING JOINTS INSTALL HI—POP IRR. HEAD 1 1/2' ABOVE F. G. O F. G• - 1 1124' BELOW WALK OR CURB F. G. 1 1/2' BELOW HARDSCAPE FRONT ' ` SUPPLY LINE C(TRUSTC. SBLOCK) �" R a N T PRESSURE SUPPLY LINE CINTAKE) CDISCHARGE) BUBBLER �j BACKFLOW ENCLOSURE SLEEV11 \ G DETAIL HEA n I—PO� S LA 3/4' GRAVEL BRASS EL80LCSEE NOTE BIELDW) . - . , ^ •6E 'p BRASS UNION FINISH GRADE BUILDING EDGE : ® ® - *• ,• :.•._ BRASS BALL ,, +�• •' . , .: VALVE MAIN PLY, LATERAL MAIN SUPPLY LATERAL 120 VOLT CONTROL MIRING W WIRING I — RISER SER 6 MIN .1=-�-::4 REBAR --- L12' PLAN 12 • MAIN OR LATERAL LINE s2I9 77 Ir i mr ;, — — — — TEE OR ELL WIRt►� r• NAIILiIE I ': r • • OR EQUAL 24' X60' X36' HIGH ELEVATION 12 NIPPLE SHRUB SPRAY HEAD NOTESBACKHIN� AT ONE SECUREW ENCLOSURE, LE TO• •, f: •`' SCH 80 PVC NIPPLE 6'X8' FOOTING W/4' J BOLTS E N D ELEVATION VIEW THREADED BOTH ENDS (EQUIPMENT TO BE CENTERED INSIDE HOUSING) 12N TEE OR ELL FINISH GRADE r Z — MAIN OR LATERAL LINE ALL MAINLINE s►+�u BE INSTALL ALJ IRO MARLEX STREET ELL< PRI VATS) —_ —_— —I I GENERAL NOTES] �•-, INSTALLED u KfV T CCN WIRE IN PVC STREET ELL(PUBLIC) I C>�— ' xGCIfItATIOriS CONDUIT !CA l.0CJi1. 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQWUEST rf0 WOVIIC ARO' L" Or WSW +) —I —� �. —� PRIOR TO POURING ENCLOSURE �� A. -I'-0. `�-✓� �� IM ALL cwrrfs DiRFCTIO• 12' NIPPLE '��' PIK show Tmemcws T►rwc ArrM ALL a R ' PLAN // PVC STREET ELL _ C6 cs 47t;% MARLEX STREET ELL(PRIVATE) 1 2. CONTRACTOR SHALL U E 2 C— 500 CONCRETE ATE *,w BUM" WIRING AT MARLEX STREET ELL Ia a c. NA><IIYI Tp NAIIRAIIE. PVC STREET ELL(PUBLIC) 1 PLAN VIEW SCHEDULE 40 STREET ELL PVC LAT. LINE SCHEDULE 80 PVC RISER DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE �`l NOTF�\ jam' r • '' �` Or (� IN THE SAME TRENCH AS THE IRRIGATION W+ r CONTROL WIRING NOTE, ALL PIPE AND FITTINGS SHALL BE SCHEDULE CITY OF FO TANA 80 PVC UNLESS OTHERWISE SPECIFIED NOTE, FIXED RAISERS ALLOWED ONLY AGAINST BUILDINGS WALLS, FENCES, ETC. �j USE PVC STREET ELLS W/TEFLON TAPE FOR ALL T3 ACiIll' L 0 W w PUBLIC JOBS /T PREVENTE D PIPING ANIS WIRING G S JOINT SHRUB SPRAY HEAD OGG= a" #MKIKII �f+►T� 1 0 � CITY iJfilKt* R G L R61iG C7! DA7E i I . �i kn it su =1 e S I T I: S 6 A I► C S Land=ope Architecture and Planning 180 Newport Canter Or, Ste. 210 Nawpod Bath„ CA. 62660 M*bG td POWAUAM . UoNw CIr�Z7a2 (444) w -937o (449) 6449396 FAX A L) z z 0 w ®® do u C3 �� (7N cq 00 Z o �� V1 r� ®®