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Home My WebLink About3171-53BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12"X18" PLASTIC BOX AND COVER WITH `' `' __11 LOCK TOP CURL TYPE EXPANSION LOOP (MIN,24") WATERPROOF WIRE CONNECTION 12"❑R HARDSCAPE AS NOTED. 10" VALVE BOX MARKED W/ 2" LETTERS READING Q.C. QUICK COUPLER VALVE CHRISTY'S LD TAG (STANDARD) SECURE TO S❑LEN❑ID PIGTAIL FLAN VIEW W/ LOCKING BOLT LID .r VALVEBOX W/L❑CK 12 MIN, FROM HARDSCAPE MATERIALS " RED OF 14 FINISH GRADE FINISH GRADE c FINISH GRADE 3/4" BLACK BLUE W HITS WIRES 18 -- -I I-I 1 hI I I I I-I II ==-I I I 11=1 _- ° _ _ _ j-j! II I Iii 11=1T1 I I-I 11=1 11 11�-- - = 111 11�1T1- =1J1 =L11 = - -' N II1=11�=�11_11- _i... I � �-1 III -_ I-I I -I-�= I i r=� - = 12 MAX. T❑Ps .1I -1 I I-III=1 I I� I 1=111-1.1. - - I LII- -1�(h p ...: � `• I (=� I I-1 I—I = (� 1-1 (Ii IRRIGATION CONTROLLER (COMMON) =III=) I I=I I) =) I ( I (-1 I I=I { I(—I I I I—, I I I I I I I I I I II (� I— �j=jj[-j T(�11=III-111�III�TI-111111-III=11 ill-Tll-llf-II�I�I-III-III-1lI-IIT=III- �" MIN PEA GRAVEL OF VALVEI.III11 I— _ SOL OID BLUE _ , —III, ; I I ;' I , 11 _x_18 -1= 4 RWD ❑R BRICK- -�Ii PVC LINE PIPE - lI x ELEVATION WATERPROOF ALL BRASS PVC MALE ADAPT❑R GATE VALVE BRASS STREET ELL TYP, BRASS NIPPLE 6" MIN 18" MIN - N❑N-PRESSURE LINE FITTING TYP, CONCRETE T❑REST AGAINST UNDISTURBED WIRE CONNECTIONS UNION CONNECTION SOIL — AS PER STD, g —PEA GRAVEL ��,d�. .. , b:�. • �, �. .. (MIN.3 CU. FT,) ; . MAINLINE PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN PVC LINE PVC ELBOW PVC SCH, 40 MALE ADAPTOR (TYP. 2 PLACES) (TYP. RED' BLACK --- - _ -' MASTER CONTROL _ VALVE - 2" x 4" RWD BLOCK 24" MIN. #4 REBAR, ATTACH PVC LINE PIPE PVC SUPPLY LINE FITTINGS(SXSXS i'` "•.. "' FLOW SENSOR W/(2) STAINLESS STEEL BANDS COMMON WIRE---"* CONTROL WIRE " 24 �� •:•e•' .' TYP, CONCRETE THRUST BLOCKS *•t+.'A SAME SIZE 1 CU. FT. PEA GRAVEL N❑TEl .. AS FLOW METER SIZE USE TEFLON TAPE ON ALL THREADED FITTINGS REDAR DETAIL MINIMUM DISTANCE DOWNSTREAM NOTES, NOTE! THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE 5X DIAMETER OF FLOW METER SIZE 1, VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. 2, WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN, OF 3 FT. APART, UTILIZED IN ALL (2 1/2" AND LARGER MAINLINE PIPE) MINIMUM DISTANCE UPSTREAM 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. ASIZE ER ❑F FLOW 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. 52O METER Cit Std. 510 Y A Master Valve B Ball ValveC� nick Coupling ValveDRemote p � Control Electric Valve T Thrust Blocks FINISHED GRADE SLIP BASE SOCKET ❑VER MAIN SUPPLY, LATERAL AND WIRING 6" MIN FROM HARDSCAPES STEP T END OF WIRES — � a4 _ — — — _ _ I F-9NON PRESSURE LATERAL LINE CLEAN BACK FILL SATURATE AND COMPACT T❑ 90% STRIP WIRES APPROX, 5/8" : LATERAL :.` 18" ; H IIIf-�IEI��I 1 LATERAL LINE HARDSCAPING FROM ENDS Y':. WIRING --MAINLINE - INSTALL A 18"x18" PLASTIC BOX WITH LOCKING LID =111= z III I I .,,,,�:..:•�.,,:.:. ;• CO N illlil I— T -' PRESSURE SUPPLY LINE 111— II d:. " NATIVE BACKFILL 2 MINUS _ PUT CRIMP SLEEVE OVER SPLICE BLOCK MIN, 36" ABOVE GRADE _Rw_ CONTR❑LL WIRES 1195- NON PRESSURE LATERAL LINE W/SLEEVE WIRE ENDS-CRIMP SLEEVE STEP BRAND LID AS SPLICE BOX FINISH GRADE —III — CLEAN BACKFILL _— — _ —=1—(j-- m cu — PRESSURE SUPPLY LINE W/SLEEVE APPLY SEALER TO INSIDE 181, lel I 111=� I 111=1 I� I I-1 I I� I h�1 U 1 � = -. :'.....:::•: `.:`::,'.':., '::. CONTROL WIRE SLEEVE ---� ❑F SEALING PLUG :";`: :..,... :; ;.. ::.:,. ,;.:: •;: :x — — — — — — — —_ 1=l I I^III=111u111=11 ! I I 1-111111-1 l l , 111-11 — SAND BACK FILL FILL BASE SOCKET WITH SEALER -:.:'r �•, . •.. ..,,.,• ;, , r•, •, -III---III-I I (-i I I—I i f-I -III-III-1(1-1 I I-I 1I- — III— i l i l—III—I I IIII—III—I 11-I 6 MIN 11 III—III—I III=— IRR, CONTROL WIRE FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO 2" MIN STEP LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE 6" "• a.` ° INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE, THE REMAINDER MIN OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE,' SIZE PER _ ",., ..;` PROVIDE A 20" LOOP OF WIRE IN ALL CHANGES OF DIRECTIONSRE 2" x 4" RWD BLOCK INSTALL ALL PVC PIPE WITH LABEL UP, SPEC, PUSH SEALING PLUG INTO � GREATER THAN 30 DEGREES REMOVE SNAKE ALL PIPE IN TRENCH, ALL SLEEVES T❑ BE SCH. 40 PVC AND T❑ BE 2X THE DIAMETER OF THE LINE T❑ BE BASE SOCKET UNTIL IT LOCKS TAPE AND BUNDLE WIRING AT 10' O,C, MAXIMUM TO MAINLAINE, TIES AFTER ALL C❑NNETIONS HAVE BEEN MADE 1 CU. FT, PEA GRAVEL BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SLEEVED, SUPPLY LINE AND PROVIDE A SERVICE LOOP MIN, OF 36" * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL AT ALL 90 DEGREE CHANGES IN DIRECTION, TRAFFIC WAYS WHEN INSTRUCTED BY INSPECT❑R. STEP PRESSURE MAIN 2" AND LARGER SHALL BE P,V,C, CLASS 315 SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED. BY PUSH WIRES TO END OF BASE PLAN VIEW SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40, INSPECTOR SOCKET TO ASSURE COMPLETE NOTEI • CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE 'ENDS AND SEALING OF CONNECTION MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE, PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL, REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX, NOTE: CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE RAINBIRD SNAP-TITS WIRE DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE IN THE SAME TRENCH AS THE IRRIGATION 3" AND LARGER, Cit Std. 515 Y Cit Std. 5107 Y CONNECTOR "OR EQUAL" City Std. 513 '✓ CONTROL WIRING City Std. 516 City Std. 517 Trenching T g Sleeving g H Wire Connection Wiring � � J Splice Box ii�_�'"" FINISH GRADE 3 WALK OR CURB CONC, WALK � � i i/2° POP—UP SHRUB HEAD ❑ R CURB „ 1 1 2 7 4 I� ,III; I11; IIIA ; IIf=T SI RISER 8 FINISH GRADE FINISH GRADE , •�� 8 MAIN OR LATERAL LINE TEE OR ELL 5 9 5 ELEVATION 12" NIPPLE 13 10 1 d 4 d d I (� I I—I (�—I I I—I ! I — A '. ., : �� III I I—III—I I- NIPPLE SIZE TO MATCH HEAD SIZE _ — D HI POP SHRUB HEAD- + + + + + hI I I I I ISI I III=1 I -=1 + + + + TEE OR ELL 11 + (_ + + + + + + =III== =I i112 MAIN OR LATERAL LINE + + SCH eO PVC NIPPLE PVC STREET ELL 0o a + + + + + + a� °" ��' �' MARLEX STREET ELL(PRIVATE) oQ o + + + + r° THREADED BOTH ENDS a + + + +�i _ Q 0 PVC STREET ELL(PUBLIC) Qtr + + + PVC STREET ELLS WITH LATERAL LINE W PVC TEE OR ELL o0 Iff o I# } O 1.�,�r �I, I,�xFir Q yam, NIPPLE SIZE TO MATCH NEAR SIZE °8 1 3 3 DOUBLE SWING J❑INT PLAN MARLEX STREET ELL(PRIVATE) C EA, PVC STEET ELLS SCH 40 PVC STREET ELL(PUBLIC) 1. SHRUB 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 3. 2" LODGE POLE PINE STAKES PER PLANTING PLAN 5. FINISH GRADE 4. PLANT BACKFILL PER PLANTING PLAN N ❑ T E 1 NOTEI 6. UNDISTURBED NATIVE SOIL 5. 6" DIAMETER x 24" LONG PERFORATED ABS DRAIN PIPE 6. FINISH GRADE t� „ o INSTALL 12SHRUB POP—UP HEAD 1 1/2 INSTALL HI—POP IRR, HEAD 1 1/Z ABOVE F.G. 7. BUBBLER PER LEGEND 8. 1/2 SCH gC PVC NIPPLE — LENGTH A5 REQUIRED 7. UNDISTURBED NATIVE SOIL - ABOVE F.G. F,G, 1 1/�" BELOW HARDSCAPE 9. 1/2" SCH 40 PVC ELL — SxT NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 8. BUBBLER PER LEGEND PVC AS REQUIRED 2" SCH 40 40. �� o F.G. - 1 1/2 BELOW WALK OR CURB 10. 1/2 CLASS 315 PVC LATERAL LINE 11. SCH 40 PVC TEE AROUND PLANTING PIT 40 PVC UNLESS OTHERWISE SPECIFIED 1/2" SCH PVC EL0 L SXTLENGTH 11. 1/2" CLASS 315 PVC LATERAL LINE INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE 12. PEA GRAVEL IN BASE OF DRAIN PIPE USE ELLS W/TEFLON TAPE FOR ALL 12. SCH 40 PVC PLANTING o CHECK VALVE FOR LOW HEAD DRAINAGE INSTALL CAP ON DRAIN PIPE FLUSH AT GRADE — MOUNT WITH 2 SCREWS PUBLIC JOBVC S 13. PEA RAVEL INEB SE * INSTALL CAP ON DRAIN PIPE — MOUNT WITH 2 SCREWS City Std. 523 City std. 524 City Std. 522 Rotor Head Turf Po U Spray /Rot K Pop-'Up �- -MBubbler Shrub HI Po Spray Rotor .DeadShrub L p p Y/ B N SwingJoint 0 Tree Well Bubbler w I 4649BrocktohFlvenue x� Rivemj! e. CA 92506 REV. - :':_ REVISION DESCRIPTION Q � DATE ENGR, CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED COMMENCE WITHIN TWO YEARS OF THE DATE IMPROVEMENTS NOT OF APPROVAL Prepared Under The Supervision Of : SCALE: CITY OF FONTANA CALIFORNIA a 1" = 20'0" D ATE: IRRIGATION DETAILS x/25/02 �Z( -t 1 'ln ,;' (909) 369-0700 �o °� Fax (909) 369-4039 �- ,h' _ " A �l%lD�( SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY- TY JACK BULIK PARK DESIGNED BY: gno ure cr_DIAL TW❑ RK INC.AV� THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO TY PHA E Date `Q r� e-mail:comwork@pcmeE `yT Q BEFORE DAYS BEF�R.� YOU DIG Y❑u DIG .•$?'° ' t� = - BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : CHECKED BY: APPROVED Y: DRAWING NO.: 53 , ,.. }tp comworkscjg.com - TOLL FREE 1-800-227-2600 �,.= � .��i' �� • 3171 pISIGM GROUP A PUBLIC SERVICE BY UNDERGROUND SERVICEALERT _ ' STANDARDS IN EFFECT. CWDG JOB NUMBER: 010320 CIT ENGINEER R.C.E. 51152 DATE: 7