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Home My WebLink About6313-4NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING gOTISSI, A ROVED BY: CITY OF FONTANA PRGu a��d �E Na.51152 A eiTYENGINEER DATE PIPING AND WIRING RICARDO SANDOVAL FIT. 9r300 REVIEWED BY:., CIVIL f pr GIL;c 1 DATE OF LAST REVISION 1-28 -00 STD. PLAN NC. 5018 SHT 1 Of Revisetl 3-30-2022 KBS 10" VALVE BOX MARKED W/ 2" LETTERS READING Q.C. QUICK COUPLER VANE W/ LOCKING BOLT LID SEE STD 5047 FOR BOX INSTALLATION DETAILS. 12" MIN FROM HAROSCAPE MATERIALS FINISH GRADE E ' 1 GRAVEL t 8 Mh'v cA 4 END OR BRICK BRASS STREET il.t "aY". RASS NIPPLE E" MIN PVC SHC 40-TEE OR ELL �_ATERA� LINE SIZE TO BE NOTED ON PLAN 24" MIN. #4 REBAR, ATTACH. WA2) STAINLESS STEEL BANDS NGIE: USE TEFLON TAPE ON ALL HREADED FITTINGS 4ESS o t A OVED BY: CITY OF FONTANA 0 G t +o C 0 E 4 F S. G Tf 0 � 5 c b 3-15 2022 9 w No. 51152 " CITY ENGI EER DATE QUICK COUPLER RICARDO SANDOVAL * EXP ^u30A'S + REVIEWED BY:. KS il}",Zi yCW"l iGR�p STD. PLAN N0. 5021 SHT 1 OF 1 Revisetl 3-30-2022 KBS FINISHED GRADE 6" MIN FROM HARDSCAPES i" NON PRESSURE LATERAL LINE 5i 2 � � - ^TERAL LINE u: - }} PRESSURE SUPPLY LINE vz 1 y -CONTROLL WIRES ' - CLEAN BACKFILL 6"MIN FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" INCH IN SIZE, THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 0' O.C. TO PRESSURE SUPPLY I LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 SMALLER THAN 2" SHALL BE F.V.G. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE, CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. °TESSIC41 AP Ov BY: CITY OF FONTANA iP `VpG4 SAXDp,``c �, f/��, u Q 9l .^'� ac�'f No. 51t52 '�I CITY ENGINEER DATE TRENCHING DETAIL RICARDO SANDOVAL * EXP.4738tC5 TF REVIEWED BY: Tmntn,. Rn�«mt.. �r'f%i Cf CAt`.FGS'y\4 DATE OF LAST REVISION: 1-28-00 STD. PLAN N0. 5015 ;SHT 1 OF 1 Revisetl 3-30 2022 RUB x5c z 1419 ZOLET(LAV£3iDERwN LOSD MODEL 1220 4 BO.x Lou Arunov cQUAu)TS. AN. RED x 'T.o e sCO xDTsoa� xox oox TxsxAT.raxTON Ds- / FINISH SPADE t8 ` , DATE 9RTVALVE I PVC MALE AD:.RT`JR - ' of , MAINLINE 2" x <" RWc BLOCK 1 CU. FT. Pe GRAVL ,IsFflissr CITY OF FONTANA 4 APP OVED BY' I '~A,�paGO sXA� 3-15-2022 No.st152 CITY ENGINEER DATE GATE VALVE t. RICARDO SANDOVAL xP sm5 REVIEWED BY: KS STD. PLAN NO. 5019 ......SHT 1 OF '.. 9 '....... STEP I ''.., Revised 3-30-2022 KBS SUP BASE SOCKET OVER END OF WIRES STRIP WIRES APPROX. 5/8" FROM ENDS STET-I-� 2 j PUT CRIMP SLEEVE OVER t WIRE ENDS -CRIMP SLEEVE ff f APPLY SEALER TO INSIDE 111 OF SEALING PLUG FILL BASE SOCKET WITH SEALER STEP �- PUSH SEALING PLUG INTO BASE SOCKET UNTIL IT LOCKS �1 STEP 4 ---- PUSH WIRES TO END OF BASE - I SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION RAINBIRD SNAP-TITE WIRE CONNECTOR "OR EQUAL" �GggoTEsslF RDVED BY: / CITY OF FONTANA e ND.51!52 CITY ENGINEER DATE WIRE CONNECTOR A RICARDO SANDOVAL + ESP.4:96ID5 REVIEWED BY: r.,r,QIax R"Fr>„r .r' GVR P fgry 0. Cali44F�� DATE OF LAST REVISION ! 28-00 STD. PLAN N0. 5013 SHT 1 OF 1 CLEAN BACK FILL SATURATE AND COMPACT TO 90% �H,ARDSCAPING 4�- NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL UNE V{/SLEEVE PRESSURE SUPPLY LINE W/SLEEVE CONTROL WIRE SLEEVE SAND BACK FILL 2" MIN- 6, IM" NOTES INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SIZE PER SPEC. ALL SLEEVES TO BE SCH, 40 PVC AND TO BE ZX THE DIAMETER OF THE UNE TO BE SLEEVED. * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL 'APE ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. NG ggpiESS/p_ APP OVED BY: CITY OF FONTANA I A do - e` CITY ENGINEER DATE NM.5115z SLEEVING DETAIL RICARDO SANDOVAL * ExP.9 aa5s REVIEWED BY: rrr,nmi Rost«nr �fVtf OF CA:iF4a�\F DATE OF LAST REVISION. 1-28-00I STDPLAN N0. 5018 :SHT 1 OF 1 rDS-100 WRH GEL WATERPROOF CONNECTORS JJ - ER CONTROL P VALVE WIM PRESSUSSURE REGULATOR RAINBIRD: EFD-CP-PRS-D l� I -TO SPRINKLER - ANGLE PIPE TO jf �CARSON MODEL ibt9 Io 1SPECIFlED DEPTH WITH 45' ELLS NOLEiftAVENDER W H LID MODEL m It r tzzD-a WITH STAINLESS STEEL g I SCH 40 PVC MALE ADAPTOR Jt ` BOLT (OR APPROVED EQUAL) AND I J ( ETCHED WITH CONTROLLER AND ,THREADED SCH 80 (( VALVE SEQUENCE I PVC UNION j I TPVC NIPPLE l (t 6" IN J`FINISH GRADE F ' / J SIDEwAIx 'G TAIL EXPANSION LOOP I i j (MIN 2a" LUNG) wCLED RAgR5N.GG gT�apc B. NOTES) i I �' R APPRIOVED EQUAL�� FLDw ( ^ } II BRASS NIPPLE-r 3f4' WASHED CRUSHED f AGGREGATE NOTES: 1, INSTALL CONTROL VALVES A MINIMUM OF 12' FROM ANY STRUCTURES OR HARDSCAPING WHENEVER POSSIBLE. 2. INSTALL VPLVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR NARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PL STIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO RBE INSIDE VALVE Box, 6. ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHN-'S PURPLE MODEL NG, ID-MAX-P3-RC009) ATTACHED TO VALVES. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED EagGaTEssro�f 'APPROVED BY.` CITY OF FONTANA .,P QG9 3AX Qg.. wy QP pOb*� mats -*ate, 3-15-22 TIP. BRASS REMOTE No.51152 A CITY ENGINEER DATE RICARDO SANDOVAL CONTROL VALVE DETAIL REVIEWED BY: KS fr�TF OF CAtiF6Ra�F DATE OF LAST REVISION: 2-8-22 STD, PLAN NO. 5011 SHT 1 OF 1 INSTALL A 10" ROUND PLASTIC BOX WITH LOCKING LID SEE I D 5047 Revised 3-30-2022 KBS /WATER PROOF CONNECTION a .-.4 FOR BOX INSTALLATION =N DETAILS SPLICE BLOCK-, MIN. 24" ABOVE GRADE � fINlSH GRADE �� USE ION :Ess CITY OF FONTANA P PROVE Y pX€ G t ti > S v N, G dM G � � r 3 15 202 _I 2 � r SPLICE BOX ND_5,152 i CITY ENGINEER DATE � � Jz� RICARDO SANDOVAL ASSEMBLY Ij REVIEWED BY: KS DISTRIBUTION TUBING AND RUG- CAP TO MATCH EMITTER MODEL AND MFG. •�_,-__�.-----SHRUB MULCH -T�- - NISH GRADE FOOTBALL _ To' MIN SS TUBING STARE = - -EMITTER, SEE LEGEND FOR MFG. MODEL AND QTY. �11 Jj� SCHEDULE �4 DRIP TUBING. SEE LEGEND FOR MFG. MODEL AND SIZE yP�y4Pflgf SADp `'ys APP OVED BY: f fT CITY OF FONTANA e 'Or M / F �J�l0 •t9 •moo No.5t152 " ENGINEER DATE DRIP EMITTER UCARDO SANDOVAL REVIEWED BY: Trr+ cntt T �4T OF CAL14aR�,p DATE OF EAST REVISION: t-2g-00 STD. PLAN N0. 5042 SHT 1 OF 1 PVC SCH 40 ELL PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) 4 SPARE 30-INCH LINEAR LENGTH OF WIRES, COILED. WATER PROOF CONNECTOR: SPEARS DRI SPLICE DS400 (1 OF 2) CARSON JUMBO VALVE BOX WITH COVER (PURPLE). DRIP TO BE 24X24 JUMBO ID TAG: CARBON VID SERIES TOP OF MULCH FINISH GRADE ELECTRIC CONTROL VALVE WITH 3' MIN l PRESSURE REGULATOR t RAINBIRD: EFB-CP-PRS-D I I *RECLAIMED WATER ID TAG PVC LATERAL PVC SCH 40 MALE ADAPTER PVC SCH 80 NIPPLE, CLOSE (1 OF 3) PVC SCH 80 UNION FOR SERVICING ASSEMBLY QUICK CHECK PRESSURE REGULATING BASKET FILETR: SEE LEGEND FOR SPEC. BRASS NIBCO BALL VALVE OR APPROVED EQUAL PVC MAINLINE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 4) PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL * RECLAIMED WATER ID TAG TO BE 3"X4" CHRISTY'S ID TAG (PURPLE) ATTACHED W/ NYLON TIE. LABEL TO READ "RECLAIMED WATER - DO NOT DRINK" IN ENGLISH & SPANISH. NOTE: INSTALL CONTROL VALVES MINIMUM OF 3 FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. �o gROTEssrQ f APPROV 3Yf f CITY OF FONTANA 3-15-22 No.5it52 A CITY ENGINEER DATE AUTOMATIC DRIP VALVE RICARDO SANDOVAL * + REVIEWED BY: KS flq%F OF CAliF4��\P DATE OF LAST REVISION: 2-8-22 STD. PLAN NO. 5038 SHT 1 OF 1 SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA Q VPNDSOgp IMPROVEMENTS NOT COMMENCE WITHIN TWO �� F9 SIERRA PARK STREET IMPROVEMENTS HUNTER LANDSCAPE YEARS OF THE DATE OF APPROVAL SHOWN HEREON w Pm DRAWN BY: SCALE: BENCH MARK: 711 S. Fee Ana Street AND CARRIED FORTH IN A DILIGENT MANNER, THE re PREPARED UNDER THE SUPERVISION OR Irrigation Details AS NOTED SAN BERNARDINO COUNTY TBM PER FIELD BOOK 4015/848 J1.LL Placentia, California 92870 CITY ENGINEER MAY REQUIRE REVISIONS TO THE 1daidz025 DESIGNED BY: DATE: ELEVATION = 1019.83% DATUM = 1929 BATS off0X Up d12 3 February 1DBI, 2023 Ph: 714.986.2400 r1u ma YOU me PLANS TO BRING THEM INTO CONFORMANCE WITH 9r RAILROAD SPIKE IN POWER POLE /71833, N.E. CORNER Fax: 714.986.2408 TOLL nIa +�aa-sa-awe F of CALIF° CHECKED �`• APPROVED 61`• APPROVED DRAWING NO.: 4 POPLAR AVE. & SANTA ANA AVE. EST. FROM SM B-38. ANEW aDNIw w STANDARDS IN EFFECT. Thomas Hayes DATE: 02.10.23 z zs'zG23 rare' FOR �0°�01AO sanwE ALEU REV. DESCRIPTION DATE ENGR. CITY DATE GIA LAM KIM CiTY ENGINEER R C.E 62296 DATE 6313 10