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Home My WebLink About5565-3l + . -STEP 1 SLIP BASE SOCKET OVER i I MAIN SUPPLY, LATERAL END OF WIRES I AND WIRING STRIP WIRES APPROX. 5/8„ FINISHED GRADE I { '• = Box TO BE PLACED AT RIGHT ANGLE To HAROSCAPE EDGE w/ VALVE If £'TCW_D IN U FROM ENDS 6” MIN FROM HAROSCAPES fi" I I .' LATER& •:. 1802 CHRiSTY*S LD TAG (STANDARD) SECURE iQ SfJGEN0I0 PlGTASL. NON PRESSURE LATERAL LINE I WIRING MAINLINE 12"x18" PLASTIC BOX AND COVER IMTH LOCK TOP �TERAL LINE 1 CURL TYPE EXPANSION LOCP (M►N.24-) 12"OR WATERPROOF WIRE CONNECT104 AS NOTED KAPMSCAPE PLIT CRIMP SLEEVE OVER a ` l STEP WIRE ENDS—CRIMP SLEEVE '' T PRESSURE SUPPLY LINE Flnnstt cIrAADE – CONTROLL WIRES I ' •-� .: APPLY SEALER TO INSIDE _ w, CLEAN BACKFILL OF SEALING PLUG 12"MAX. TOP OF VALVE 12. FILL BASE SOCKET WITH SEALER F PVC UNE PIPE Nt)N—PRESSURE K]—HON— , is" iE�MMEE 18 MIN ... FrTTlnc SCH BO UNtrw CONNECTION 6"MIN , f •'A " STEP 3 " ``rs•= _ �;,�� PEA _ " `,-- IM 3 GU F'T) FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE PVC LINE PIPE PVC SCH, 40 MALE ADAPTOR,• �• 2 PLACES) r—� � INITIAL BACKFILL MEASURED 6 FROM THE TOP OF PIPE; THE REMAINDER + m wow —T-�y–! OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. PVC LINE Ppe COMMON WIRE PVC SUPPLY LINE MINGS(SXsxs) ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% INSTALL ALL PVC PIPE WITH LABEL UP, IDE A 20" LOOP ALL CONTROL WIRE PUSH SEALING PLUG INTO f IN CHANGESDIRECTION BASE SOCKET UNTIL IT LOCKS SNAKE ALL PIPE IN TRENCH. I GREATER THAN 30 DEGREES REMOVE TIES AFTER ALL CONNETIONS BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE f TAPE AND BUNDLE WIRING AT HAVE BEEN MADE a' O.C. MAXIMUM TO MAINLAINE. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. f STEP 4I PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 I NOTES: ' I. VALVES ARE To BE INSTALLED N SHRUB AREAS UNLESS OTHERWISE NOTED SMALLER THAN 2" SHALL 8E P.V.C. SCHEDULE 40. 2, WHEN MORE THAW ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A 'SPACE A ASW. OF 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FrinNcs. - - PUSH WIRES TO END OF BASE CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN E PLAN VIEW 4. ONE VALVE PER VALVE e0x SOCKET TO ASSURE COMPLETE MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. SEALING OF CONNECTION CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE f SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE I 3" AND LARGER. NOTE: RAINSIRD SNAP–TITE WIRE ? DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE CONNECTOR "OR EQUAL" ' IN THE SAME TRENCH AS THE IRRIGATION s i CONTROL WIRING I ; i 4�4FESSIp, AP OVED BY. SRHpo�� y � CITY OF FONTANA �DQtQfESS/ ,pygt ROVED BY: Sa `'� CITY OF FONTANA q QAOFEss 10AP ov BY: S ooh' Fy�� CITY OF FONTANA o QR4fESSfO,yA` A ROVEp 9Y: CITY OF FONTANA S do` y _ _s��, ,��4qG � • �,~k`� �+a°�p0 ad '" ��40 �r f �;� �4� „ 9` n' •� ... TYP. BRASS REMOTE .�,, o• Its •cam W �� %D.� f p No. 51152 " CITY ENGINEER DATE RICARDO SANDOVAL CONTROL VALVE DETAIL No, 81152 CITY ENGINEER DATE WIRE CONNECTOR No. 51152 CITY ENGINEER DATE TRENCHING DETAIL ! a No. 51152 CITY ENGINEER DATE PIPING AND WIRING RICARDO SANDOVAL RICARID SANDOVAL C RICARDO SANDOVAL * E3CP.Ii,►30105 * REVIEWED BY: r nth; r�o4t �+ * EXP. 9130105 * REVIEWED BY: Timot Restedt � EXP. 9130105 � REVIEVIIi~!7;$}i': * elw.srsolo5 * REVIEWED BY: ' fmothv Ramstedt , –�--, CML �l'��f (1F irAtl4 �\� DATE OF LAST REVISION, 9-2D-4� `FEAT civ �`�� 1-2a–oo `` dA CAt�F DATE OF LAST REVISION: sj4T CIVIL ��It - 1-28–QO F Of CALti��R DATE OF LAST REVISION: I I sr�r CIVIL F OF CAO E�� DATE OF LAST REVISION: 1 `00 STD. PLAN NO. 5018 ISHT 'I OF STD. PLAN No. 5011 SHT 'I OF STD. PLAN NO. 3013 SHT ') OF 'I STD. PLAN N0. 5015SHT i OF + { {{I f I I I - WATER PROOF CONNECTION I ? I CLEAN BACK FILL SATURATE AND COMPACT TO 90% 4 INSTALL A 9" ROUND PLASTIC BOX WITH LOCKING LID HAROSCAPINC I SPLICE BLOCK MIN. 24" ABOVE GRADE FINISH GRADE NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL UNE W/SLEEVE VALVE e0x w/LOCK f 10" VALVE 80X MARKED W 2" / cv PRESSURE SUPPLY LINE W/SLEEVE FINISH GRADE + LETTERS READING Q.C. QUICK COUPLER VALVE W/ LOCKING BOLT LID — — I I L _ I ... II I � ..�. :'.;.. t•• r' ...':. CONTROL WIRE SLEEVE i 8' ' 12" MIN FROM HARDSCAP RIA FINISH E MATERIALS NlS GRADE f-i—TfTi—f i fes„ i _ I IRR. CONTROL WIRE ,. �; SAND BACK FILL ,.. ; .. , .._.. , ► _ a =III—I11`I I I—I I I I —I 113 = ,— — — I.I— — �I-f; 1-i I I - I I I, ,iTTT-11-f�; - f „ ,-1, .I = 2" MIN 6„ VALVE PVC MALE ADAPTOR ? — 6 MIN PEA GRAVEL 1$' l 2 x 4 RWD OR BRICK 2" x 4" RWD BLOCK MIN i BRASS STREET ELL TYP. RASS NIPPLE 6" MIN MAINLINE n INSTALL CONTROLWIRESLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER + SPEC. 2" x 4" RWD BLOCK i PVC SHC 40 TEE OR ELL 1 CU. FT. PEA GRAVEL ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE LATERAL LINE SIZE TO BE NOTED ON PLAN SLEEVED. * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL I CU. FT. PEA GRAVEL 24" MIN. #4 RESAR, ATTACH TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. W/(2) STAINLESS STEEL BANDS NOTE: SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY � INSPECTOR I NOTE: REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX. IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE 'ENDS AND i USE TEFLON TAPE ON ALL THREADED FITTINGS PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. I i f I !!i V I i + I Q�ofEssroy� PROVE Y CITY OF FONTANA pR4fESS10 APP OVED BY: SA,�d�Fy CITY OF FONTANA oFESSI g4F Nq APP OVED BY' tit CITY OF FONTANA. QgoFEsslo OVED 8Y: tq Nq/ 13 0A CITY OF FONTANA ca �• �9f. y�, �,I� ' '� SPLICE BOX w �t �l ;� G � ''� c; '� � O`9l ��, lO •/ - � �`C `9t � � � '�f� .� No. 511152 CITY ENGINEER DATE ASSEMBLY Nn, 51152 CITY ENGINEER DATE SLEEVING DETAIL No. 51152 CITY ENGINEER DATE GATE VALVE � CITY ENGI EER DATE No. QUICK COUPLER RICARDO SANDOVAL RICARDO SANDOVAL RICARDO SANDOVAL I RICARDO SANDOVAL EXP. 0010S * REVIEWED BY: T motAy Ractedt k EXP. 9130108 REVIEWED BY. Timothy Rnstedt EXP. 9130105 REVIEWED BY: Timothy i2ertPrlt I * EXP. 9130103 REVIEWED BY: rmaihT E?ListPdt CIVILCML �f�r6 pf CAIi�� DATE OF LAST REVISION: 1-28-00 f1�jf OF KALIFOFp DATE OF LAST REVISION: i-28–Do slArF CIVIL E��`q DATE OF LAST REVISION: 1-28-0o QF CAl1 i �E Of CAL1F�DATE OF LAST REVISION: 1-28-00 STD. PLAN N0. 5017 SHT OF STD. PU1hI N0. 5018 SHT '( OF �) STD. PLAN N0. 5019 5HT OF 'I STD. PLAN N0. 5021 13HT OF 1 REV. REVISION DESCRIPTION DATE ENGR, CITY DATE Prepared B y. CITY OF FONTANA CALIFORNIA p O $HOULO CONSTRUCTION OF REQUIRED IMPROWMENTS NOT COMMkNCE WITHIN PREPARED FOR: 1 2ND CITY SUBMITTAL 0,28,1 SUMMIT AVENUE MEDIAN EAST CED. PL�1 5 0 2 3RD CITY SUBMITTAL .13.17 TWO YEARS OF THE RATE OF ApPROVAI SHOWN HF,REON AND CARRIED FORTH IN A DIUNTNERi 71�g ENGINEER WY 5TI�TH�+1 I-IOME.�, INC 2201 DUPONT DRIVE, SUITE 300 507 30th St. Newport Beach, CA 92663 DRAWN BY: BJ SCALE: DESIGNED BY: BJ DATE: DIAL TWO WORKING IRVINE, CA 92612 I IRRIGATION DETAILS BEFORE DAYS BEFORE REQUIRE 4WSI0N$ TO THE wlANs TO TEL (949) 833-1554 ja 949.675.9964 JANUARY 13, 2016 YOU DIG - YOU DIG RRINC THgM INTO U)NFOR"CE W RIL A N D S C A P E CHECKED BY: MJ APPROVED BY: TOLL FREE 1-800-227-2600 CONDI? W AND STANDAROS IN EfCr I ARCHITECTURE QD mjs-la.com DATE: 5565 3 CITY ENGINEER R.C.E. 51152 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 9