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Home My WebLink About3931-4DWN I CHK I DAVE 05/02/05 Jos # 05-006 of 9 BOX TO BE PLACED AT RIGHT ANGLE T 10" PLASt1C ROUND OF 14 HARDSCAPE EDGE w/ VALVE # ETCHED IN LID APPROVED VALVE Box WHITE W/STRIPE WIRES 12" X1 S PLASTIC BOX AND COVER WITH FINISH GRADE GATE VALVE (COMMON) LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24" IN IN LAWN AREAS BLUE WATERPROOF WIRE CONNECTION 2 PLACER � WATERPROOF ALL 12 "O� HARDSCAPE CHRISTY S ILD TAG (STANDARD) AS NOTED WIRE CONNECTIONS SECURE TO SOLENOID PIGTAIL 12" MAX. FINISHED GRADE AS PER STD, i FINISH GRAD RED 6" MIN, FROM HARDSCAPES YELLOW �� MASTER CONTROL VALVE I2 'Mr4X. TOP I ` II f oIID ••' FLOW SENSOR DIAMETER SAME SIZE , 12" OI` Yr4LVE I I I I_PVC LINE PIPE `, o° ° e �00eo� • 1=1 I I 11=1I 11I—= III- NON—PRESSURE LATERAL LINE AS FLOW METER SIZE �� — � RESSURE --- Q°o up�°°� .. ° a ° ° o � '�� ° u'0 8�° °°° IsMIS LINE FITTING BRICK SUPPORTS HREE REQUIRED UNION CONNECTION _ 11 ll j l 1- MAIN L! N E • PEA GRAVEL (MIN C U 1 FT. PVC MALE ADAPTOR BRASS OR COPPER TYP. TWO PLACES -- � =1 11= I 1 =1 � I ILII -11 I-1lI- CONTROL WIRES MINIMUM DIS ANCE DOWNSTREAM .3 PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR NIPPLE &UNION 5X DIAMETER OF FLOW METER SIZE PVC ELBOW (TVP. 2 PLACES) 1= I I=11 Ill PVC LINE PIPE PRESSURE FAIN LINE PEA GRAVEL ANGLE SPECIFIED (MIN. 2 Clf.Fi) �� 11=1 I III=III=. -III-III CLEAN BACKFILL MINIMUM DISTANCE UPSTREAM COMMON WIR PVC SUPPLY LINE FlTTINGS(SXSXS) PTH WITH SOWS. SIZ PER GREE DRAWINGS. I� I El . :.. I I El 1= 1 DX DIAMETER OF FLOW -III=III III—III: ' III_ = METER SIZE CONTROL WIRE/ d I 1=1 i : :.- - . =1 11=1 1 1- I I 1-i 11 Iii I 1=1 I ISI I -1 I I-1 I I III -1 I 1=1 i 1=1 # 1=1 I� NOTES: 1. VALVES ARE TO BE INSTALLED I N SHRUB AREAS UNLESS OTHERWISE NOTED NarES: i. GATE VALVES z 1 /2' AND LARGER SHALL BE AWWA APPROVED AND =1 I I=ll I I 1—1 11=1 1=1 I I-Li=i 1=LI=1 I i -1 =1 -III 2. WHEN MORE THAN O N E VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF HAVE A 2 SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEEL AND FLANGE CONNECTIONS IN L! U OF UNIONS. I -III -I I I I=1 I I III=1 I I -I I-111= 3 FT. APART. ER HAL ADAPTERS. P S. 2. N TRANSIT 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. INSTLLAHTi PLACE PEA GRAVEL PRIOR 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS 4. ONE VALVE PER VALVE BOX OTHERWISE APPROVED FLOW MTYP,GATE VALVE VALVE �a" MIN. FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO WALK OR CURB LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE POP—UP SHRUB HEAD 10" VALVE BOX MARKED W 2„ QUICK COUPLER VALVE INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER 11/2" 1 1/2 LETTERS READING Q.C. OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE FINISH GRADE a ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. a INSTALL ALL PVC PIPE WITH LABEL u P. =1 I I_I I I-! 11=I I IJI 11=1 11=111=1 ISI I= I=l 11=1 11=1 f=1 11=i I_ -_ __ -- 11=1 11=1 I!-1 11=1 i 1=1 11=1 11=I T I -I 11=1 T 1=1 T 1=1 I!=1 T I I I 1=f T I -I i 1=1 11=1 11=1 l I=1 I!=1 11=f 11=1 11= SNAKE ALL PIPES IN TRENCH. I=III=III=.I =II I= _ —r = = — L — — — — — III—III I I III I I I`I I III-III=III I I—I I I`I I iI III III III ITI JIJ �II iTI III ITINTITllllTllllII 11t7_ITI-ITl lT1 1II�lTI ITI-ITi-iT1-1Ti- — 1— 6 MIN PEA GRAVEL .a BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE . lil s l l 1 1 I—II I=II1 111 11 111 11 _�= 2 x 4 RWD OR BRICK SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 dEGREE I 1 1II= BRASS STREET ELL TYP. CHANGES IN DIRECTION. RASS NIPPLE 6" MIN PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 SCH 80 PVC NIPPLE THREADED BOTH ENDS SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40, PVC SHC 40 TEE OR ELL PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN PRESSURE REGULATOR CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN 11/2" WILKENS 600 HR SERIES REDUCE PRESSURE BACKFLOW MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. SET PER P.O.C. DESIGN PRESSURE. PREVENT „ CONTRACTOR SHALL PROVIDE 24 OF COVER OVER PIPE 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS STRAINER #40 MESH MODEL BRASS NIPPLE (4 SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE BRASS ELBOW BRASS ELBOW 3" AND LARGER. BRASS UNION NOTE: RELIEF PORT BRASS PIPE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS BRASS BALL LOOSE KEY „� BRASS BALL VALVE IS VALVE O INSTALL 12" SHRUB POP—UP HEAD 1 1/2 HOSE Bye BRASS PIPE LOCK BOX IN GROUNDCOVER/MULCH, 3/4" TO 1 ", ABOVE F.G. _ _ e�. - 4 `REBAR O F.G. — 1 1/2" BELOW WALK OR CURB la„ ��.. 't �;�+�^+�: � �±'��iiio • :moi •x«i �'•k:h••�:�5' .�if'F TRENCHING DETAILFRONT LAS/411614 SHRUB POP -BJP HEAD �J ICK COUPLER PRESSURE SUPPLY CONC. STABILIZER PRESSURE LINE (INTAKE) (TRUST BLOCK) SUPPLY LINE (DISCHARGE) CLEAN BACK FILL SATURATE AND COMPACT TO 90% WALK OR CURB BACKFLOW ENCLOSURE SEE NOTE BELOW HARDSCAPI NG 3 4" GRAVEL NATIVE BACKFILL 2" MINUS FINISH GRADE 41' MAX �— �,'� � CONC. WALK 1 I�'� OR CURB BRASS ELBOW .. • �: ,: 4 :• BRASS UNION NON PRESSURE LATERAL LINE W SLEEVE 1 1/.2 ,, d d FINISH GRADE �- . -� •` ® _ ' BRASS BALL C% PRESSURE SUPPLY LINE W/SLEEVE PRESSURE — — — _ — — — _ — I—III=III—III I I I—� �= 11 __� — _--_ _— III I I—I 1 I I I= =I I I—I 11`1 I I—III—III—I_— �'-� :, . - -4-; • — •; � .:'• • . '. , Y- , . .. • •' ..' . •.. - VALVE • ,Lt• :j •.`. . CONTROL WIRE SLEEVE SAND BACK FILL -=1 1 I I I 1 1 1 I I I I I-_• I I I I I 11 1 I i i I f l I I I 1 1 1 — • • •• I I I I I I I-- I I -I I -I4 S�„#4 , REBAR PLAN =I 11-- —11 I= HI POP SHRUB HEAD IZ" 12" MARLEX STREET ELL - z,� M�� SCH 80 PVC NIPPLE — -- •�'' ''�=`�'�'� NOTE: BACKFLOW ENCLOSURE,LE MEUR b" THREADED BOTH ENDS OR AL " HIGH NOTES: � — HINGED AT ONE END SECURE END INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, PVC LATERAL LINE TO 6"X8" FOOTING W/4" J SIZE PER SPEC. PVC STREET ELL BOLTS (EQUIPMENT TO BE ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE CENTERED INSIDE HOUSING) LINE TO BE SLEEVED. LATERAL LINE WITH * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND PVC TEE OR ELL COMMERCIAL TRAFFIC WAYS. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS DOUBLE SWING JOINT REQUESTED BY INSPECTOR 2 EA. PVC STEET ELLS IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE NOTE: GENERAL NOTES: ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON 0 ALL BUBBLERS TO BE INSTALLED 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR GROUND LEVEL. NOTE: PRIOR TO POURING ENCLOSURE WITH TRIPLE SWING JOINTS INSTALL HI—POP IRR. HEAD 1 1/2" ABOVE F.G. O F.G. 1 1/2" BELOW HARDSCAPE 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE F.G. - 1 1/2" BELOW WALK OR CURB SLEEVING DETAIL BUBBLER HEAD HI -POP' SHRUB HEAD �A I�L��T PREVENTER. FINISH GRADE MAIN SUPPLY, LATERAL ND -1 I i-1 I I-1 I I-1 11=1 11=111=1 11= RISER WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING — MAIN OR LATERAL LINE _ LATERAD �•� �� ISO — — TEE 0R ELL WIRING _�` MAINLIN-" _`:: ELEVATION 12" NIPPLE � ti ... 's .. ELEVATION VIEW TEE OR ELL PROVIDE A 20" LOOP OF WIRE IN ALL MAIN OR LATERAL LINE CHANGES OF Z' ALL MAINLINE INSTALL ALL 12D DIRECTION GREATER PVC STREET ELL(PUBLIC ) SHALL BE VOLT WIRE IN THAN 30 DEGREES INSTALLED PER A CONDUIT PER LOCAL REMOVE TIES AFTER ' �� CODE ALL CONNETIONS MFG'S „ 12 NIPPLE _ HAVE BEEN MADE SPECIFICATIONS' SNAKE ALL PLASTIC PIPE PLAN TAPE AN D BUNDLE WIRING INTO TRENCHES AS B DL SHOWN MARLEX STREET ELL(PRIVATE) 0. C. MAXIMUM TO PVC STREET ELL(PUBLIC) PLAN VIEW MAINLAINE. SCHEDULE 40 STREET ELL NOTE: SCHEDULE 80 PVC RISER DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE CITY OF FONTANA 40 PVC UNLESS OTHERWISE SPECIFIED �pVp%4Sc'�Pf USE PVC STREET ELLS W/TEFLON TAPE FOR ALL .,��'�'� LANDSCAPE PLANS 2782 s �, ANDS Underground Service Alert o rQG PUBLIC JOBS DRAVN BY, SCALE, * y *mm LYTLE CREEK ROAD AS SHOWN Call: TOLL FREE DESK BY, DAM 1— 800�j, ,�►�� 422-4133 PIPING AND WIRING SWING JOINT� ��Q' MM _ 05/02/05 '9i' � cHEac® HYD ED .�" -d �. Nal OF �o 4 CMM TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER R.C,E. 5I15c' E7�. DAT DWN I CHK I DAVE 05/02/05 Jos # 05-006 of 9