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Home My WebLink About3174-27i BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12'X18' PLASTIC BOX AND COVER WITH LOCK TOP ;• CURL TYPE EXPANSION LOOP (MIN.24') j WATERPROOF WIRE CONNECTION ! ' r 10 VALVE BOX MARKED W/ 2 LETTERS READING Q.C. QUICK COUPLER VALVE 12'❑R CHRISTY'S LD TAG (STANDARD) AS NOTED HARDSCAPE SECURE T❑ SOLENOID PIGTAIL VALVE BOX W/L❑CK W/ LOCKING BOLT LID ,. PLAN VIEW ' ;f 12' MIN. FROM HARDSCAPE MATERIALS RED WHITE OF 14 BLACK BLUE WHITE WIRES FINISH GRAD FINISH GRADE a a -I-�I FINISH GRADE 3/4' a L a ,; •.`• '",,t + t, '� IRRIGATI❑N CONTROLLER (COMMON) (f I- I C _ � I I i 1=iii=� -1 I =1 i III-► I rl 11=III-I I I=I i " _ -� 12 MAX, TEP =1 I 1 I I-1 11= I I 1=1 I- r : r• =1 I I=1 I I=I (� I I{=1 I I I I 1=► I I=1 11=1 11=1 11=� - - - --_ I I-� (I=1 I �- BLUE _I I I I I I I I I) I (� I I I -I I I -I I (-, I I I I (I I-, I (I -III 6" MIN PEA GRAVEL 18" - IIF x 4 RWD ❑R BRICK ❑F VALVEI=11= _ S❑L�N❑ID 24" II 1 ��L �I _ ,.... •, WATERPROOF ALL BRASS � PVC LINE PIPE �-_Il�.,,i- WIRE CONNECTI❑NS GATE VALVE PVC MALE ADAPTOR BRASS STREET ELL TYP, __--BRASS NIPPLE 6 MIN " F -NON -PRESSURE 18 MIN LINE FITTING / TYP. CONCRETE TO REST ELEVATION AGAINST UNDISTURBED AS PER STD, UNION CONNECTION >> �'��b' $'• '6�'�•'L•4� PEA GRAVEL SOIL � d PVC SHC 40 TEE OR ELL o.,• d ,; n o e (MIN.3 CU. FT,) ...... ........ RED e MAINLINE �'I O LATERAL LINE SIZE TO BE NOTED ON PLAN PVC LINE PIPE PVC SCH, 40 MALE ADAPTOR BLACK �� MASTER CONTROL PVC ELBOW (TYP, 2 PLACES) VALVE FLOW SENSOR 2' x 4" RWD BLOCK 24' MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS PVC LINE PIPE PVC SUPPLY LINE FITTINGS(SXSXS) COMMON WIRE-� Zo4r".11, T, •y� CONTROL WIRE 24r TYP, CONCRETE �' { �_--r DIAMETER SAME SIZE ti THRUST BLOCKS •r r •.,. AS FLOW METER SIZE 1 CU, FT. PEA GRAVEL NOTE: *.;� •' , ! i USE TEFLON TAPE ON ALL THREADED FITTINGS REBAR DETAIL MINIMUM DISTANCE DOWNSTREAM SX DIAMETER OF FLOW METER SIZE ! NOTES,N❑TEI THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE i 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. MINIMUM DISTANCE UPSTREAM 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA, PROVIDE A SPACE A MIN. OF 3 FT. APART, 1OX DIAMETER OF FLOW 3. USE TEFLON TAPE ON ALL THREADED FITTINGS: UTILIZED IN ALL (2 1/2' AND LARGER MAINLINE PIPE) METER SIZE City Std. 510 City; Std. 519 City Std. 521 4. ONE VALVE PER VALVE BOX City Std. 511 #3 REBAR TO BE PLACED AROUND PIPE INT❑ THRUST BLOCK TYP, City Std. 520 ,q Master Valve B Ball Valve C' Ou'c C i k Coupling Valve p g � Remote Control Electric Valve ' E Thrust Blocks FINISHED GRADE MAIN SUPPLY, LATERAL 6' MIN FROM HARDSCAPES SLIP BASE SOCKET OVER STEP 1 AND WIRING 6" END OF WIRES ',t•a' . ,• }+ � ; 'LATERAL - IENON PRESSURE LATERAL LINE CLEAN BACK FILL SATURATE AND COMPACT TO! 90% STRIP WIRES APPROX. 5/8" •'�: '• ; 18� z Z I - I II _ I) = LATERAL LINE H _ HARDSCAPING FROM ENDS WIRING '' ' MAINLINE INSTALL A 12'x18" PLASTIC CO: ... ... •. . BOX WITH LOCKING LID - PRESSURE SUPPLY LINE _ L .' NATIVE BACKFILL 2" MINUS CONTR❑LL WIRES II PUT CRIMP SLEEVE OVER SPLICE BLOCK MINI 36" ABOVE GRADE �- EllI " CLEAN BACKFILL - = NON PRESSURE LATERAL LINE W%SLEEVE WIRE ENDS -CRIMP SLEEVE STEP 2 BRAND LID AS SPLICE BOX 1=X11=I1I I I I-1 I "' llf' I=1 I I-1 I I -I I I I-1 I I -III PRESSURE SUPPLY LINE W/SLEE'VE APPLY SEALER T❑ INSIDE FINISH GRADE 18„ CONTROL WIRE SLEEVE :;�. ,;�„ SAND BACK FILL •'t OF SEALING PLUG FILL BASE SOCKET WITH SEALER-) • s: �:; I=I ,,, i •r„ rr„• :i '•' f' 'ti' I -t I I -III -III -I I FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO 2" MIN STEP 3 �--IRR. CONTROL WIRE LARGER THAN 1/2' INCH IN SIZE, THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6' FROM THE TOP 6 " '' :.'' ` "�"-•' '''I' �"'�'� OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. ,MIN I r� ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% NOTES; ! INSTALL ALL PVC PIPE WITH LABEL UP, INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, !SIZE PER PROVIDE Azo' LOOP ❑F WIRE 2" x 4" RWD BLOCK SPEC, PUSH SEALING PLUG INT❑ IN ALL CHANGES G.' DIRECTION GREATER THAN 30 DEGREES REMOVE SNAKE ALL PIPE IN TRENCH, ALL SLEEVES TO BE SCH, 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE BASE SOCKET UNTIL IT LOCKS TAPE AND BUNDLE WIRING AT TIES AFTER ALL CONNETIONS HAVE BEEN MADE BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SLEEVED, 10' O.C. MAXIMUM T❑ MAINLAINE SUPPLY LINE AND PR❑VIDE A SERVICE LOOP MINI OF 36" 1 CU. FT. PEA GRAVEL AT ALL 90 DEGREE CHANGES IN DIRECTION, * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. STEP 4 PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY SMALLER THAN 2' SHALL BE P,V.C, SCHEDULE 40, INSPECTOR 1 PUSH WIRES T❑ END OF BASE PLAN VIEW CONTRACTOR SHALL PR❑VIDE SLEEVES OR CONDUIT LINES WHEN IF SLEEVES ARE T❑ BE USED ATA LATER DATE, CONTRACTOR SHALL TAPE ENDS AND SOCKET TO ASSURE COMPLETE NOTE, MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE, PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL, SEALING OF CONNECTION CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE NOTE: REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX, SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE RAINBIRD SNAP-TITE WIRE D❑ NOT INSTALL 120 VOLTAGE OR HIGHER WIRE 3' AND LARGER. City Std. 515 o City; Std. 518 CONNECTOR '❑R EQUAL' City Std. 513 IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING City Std. 516 City Std. 517 F TrenchingSleeving �.� g � ! H Wire Connection � Whin Wiring g J Splice i Slice Box 1 FINISH GRADE WALK OR CURB C❑NC, WALK 3 _ 2 3 POP-UP SHRUB HEAD 1 v2' OR CURB 1 112 4 7 =II��I-III-I1�111=III=111= 1� 2 111,;,111; I,,IIITIIr�=1 RISER FINISH GRADE FINISH GRADE 12 8 MAIN OR LATERAL LINE 4 8 ,. 5 9 TEE OR ELL 5 9 1 1Q2,. , a a a ' a s ELEVATI❑N 12" NIPPLE 13 10 . i - I I=I I I I= I=_ ,'.. ..•- 6 7 =I = I _ = ___ HI POP SHRUB HEAD 3;;<: NIPPLE SIZE TO MATCH HEAD SIZE ____ . I ,III- I I III -III I III -III - I-II I I tk + + + +Em E. u. u -I 1 (- 11-- f ?..+ ,;. .,= 10 + + + + + x ; TEE ❑R ELL + + + + v + + + + + + -) = + :-+ + + + + 11 SCH 80 PVC NIPPLE + +12 °Oo$ MAIN OR LATERAL LINE + + + + + + THREADED BOTH ENDS -�� PVC STREET ELL o ti +++++++++++,>° ° o ° + + + + + � �. O� O MARLEX STREET ELL(PRIVATE) °o o �� + + + + + + ° PVC STREET ELLS LATERAL LINE WITH '�� °°� p PVC STREET ELL(PUBLIC) O I PVC TEE OR ELL �+9v L G '�' � ' T k5 � � �, s �� NIPPLE SIZE TO MATCH HEAD SIZE � u } - DOUBLE SWING U❑INT ` 2 EAI PVC STEET ELLS PLAN MARLEX STREET ELL(PRIVATE) 1. SHRUB SCH 40 PVC STREET ELL(PUBLIC) 2. SHRUB ROOTBALL SCHEDULE 40 STREET ELL 1. TREE TRUNK 3. PLANT BACKFILL PER PLANTING PLAN 4. 6" DIAMETER x 24" LONG PERFORATED ABS DRAIN PIPE SCHEDULE 80 PVC RISER 2. TREE ROOTBALL NOTE:r 5. FINISH GRADE 3. 2" LODGE POLE PINE STAKES PER PLANTING PLAN - o INSTALL 12 SHRUB POP-UP HEAD 1 1121'7. NOTE 6. UNDISTURBED NATIVE SOIL 5. 6'" DIAMETER 4. PLANT BACKFILLNG PLAN LONG PER PIE FO A ED ABS DRAIN PIPE ABOVE F , G , INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G, F.G. 1 1/2 BELOW HARDSCAPE BUBBLER PER LEGEND 8. 1 /,2" SCH 80 PVC NIPPLE - LENGTH AS REQUIRED 9. 1/2" SCH 40 PVC ELL - SxT 6. FINISH GRADE 7. UNDISTURBED NATIVE SOIL 8. BUBBLER PER LEGEND O FIG, - 1 1/2" BELOW WALK OR CURB ! 10. 1/2" CLASS 315 PVC LATERAL LINE NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 9. 1/2" SCH 80 PVC NIPPLE - LENGTH AS REQUIRED INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE 11. SCH 40 PVC TEE AROUND PLANTING PIT 40 PVC UNLESS OTHERWISE SPECIFIED 10. 1/2" SCH 40 PVC ELL - SxT 12. PEA GRAVEL IN BASE OF DRAIN PIPE 11. 1/2" CLASS 315 PVC LATERAL LINE O CHECK VALVE FOR LOW HEAD DRAINAGE * INSTALL CAP ON DRAIN PIPE FLUSH AT USE PVC STREET ELLS W/TEFLON TAPE FOR ALL 12. SCH 40 PVC TEE AROUND PLANTING PIT GRADE - MOUNT WITH 2 SCREWS PUBLIC JOBS 13. PEA GRAVEL IN BASE OF DRAIN PIPE City Std. 523 City Std. 524 Cit Std. 522 Y * INSTALL CAP ON DRAIN PIPE - MOUNT WITH 2 SCREWS K Turf Pop-up Spray / Rotor Head p p L Shrub Hi -Po Spray Rotor Head p p y/ M Shrub Bubbler N Swing Joint g ' O Tree Well Bubbler psrgp /+649 Brockton Avenue Riverside, CA 92506 p O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Prepared Under The Supervision Of : CITY O F F O N TA N A CALIFORNIA � SCALE: 1" = 20'0" IRRIGATION DETAILS DATE: ?' w o �i �a ure ,�,' (909) 369-0700 Fax (909) 369-4039 DIAL TWO WORKING SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE 12/7/04 DRAWN BY: TY J CK BULIK PARK _ L 13 Dae BEFCIRE DAYS BEFORE CITY OF FONTANA MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: 1 'n e-mdil, coirlworks@pe.het •••• I ASE 2 h�p.,,Www.�o,,;Wo,�dy.�o,n YOU DIG ❑' V DIG YOU BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date CHECKED BY: AP VED BY: DRAWING NO.: 000 GROUP TOLL FREE 1-800--227-2600 : CCG 27 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG 3174 JOB NUMBER: 010320ITY ENG EER R.C.E. 51152 DATE: 31