Loading...
HomeMy WebLinkAbout3396-271 10 I"-24'-� EXACT LOCATION OF CONTROLLER SHALL BE AGREED UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND CONTRACTOR PRIOR TO ANY TRENCHING OR ❑n WIRE PLACEMENT 4� 36' GENERAL NOTESi PROVIDE 100A METER AND 50A/2P MAIN C/B WHERE INDICATED 12' ON DRAWINGS PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. ;,at. ;?;�, •,�(ti ,;, PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED ON DRAWINGS. TERMINATE AT EXISTION HANDHOLE• PER S,C,E, COMPANY REQ. 90 VERIFY EXACT LOCATION AND TERMINATION REQ, WITH S.C.E. CO. SWEEP PRIOR TO TRENCHING ELLS CONDUIT FOR CONTROLLER CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT WIRES AND COPPER CONDUCTORS WITH TYPE 'THHN/THWN' INSULATION, FRONT VIEW TS 10' 16' IRRIGATION CONTROL BOARD METER FACES STREET METER 36' STRONG BOX I MODEL NO, SB- 24SS/120V Lj 90° SWEEP CONDUIT FOR ELLS CONTROLLER WIRES END VIEW i . . PLAN VIEW ' 't• r, — Y S '•t TYP, CONCRETE TO REST ELEVATION AGAINST UNDISTURBED j S❑IL M 3' 4A TYP. 4 PROVIDE 20 AMP - 2 POLE BREAKER FOR NEW PUMPS WHERE APPLICABLE FINISHED GRADE GROUND FOR ELECTRICAL RED BLACK BLUE WHITE IRRIGATI❑N CONTROLLER WATERPROOF ALL WIRE CONNECTIONS AS PER STD. i KE BLA- i N❑TEi ALL POWER WIRES, GROUND WIRES ETC, SHALL BE SEPARATELY SLEEVED AND SWEPT THROUGH ENCLOSED PAD WITH SCH 40 RIGID CONDUIT ALL SLEEVING SHALL BE A MINIMUM OF 18' BELOW FINISHED GRADE. ALL SLEEVING IS A GRAPHIC REPRESENTATION OF A TYP. INSTALLATION, SIZE OF EQUIPMENT = 46'W X 18'D X 54' HIGH AND SIZE OF CONC. SLAB = 52'W X 24'D X 8' THICK W/#4 REBARS AT 12' O•C• TYP 8' DIA. X 12' D. BOTTOMLESS GROUND WELL WITH PARKWAY COVER, FILL WITH PEA GRAVEL 4.s 5/8'DIA X 10' DRIVEN GROUND ROD PER ARTICLE 250-81 tti • J „' OF 1990 NEC PUMP - 50 A TEMPLATE 2P SIGNAL 120/240 POWER 0 3W 12 CIR i PANEL 3/4'C, 1#6 OF 12 WHITEWIRES (COMMON) BLUE �/-1 – 7-- FLOW SENSOR DIAMETER SAME SIZE AS FLOW METER SIZE CONDUIT FOR GROUND ROD INSTALLATION EXTRA V CONDUITS City Std. 505 MINIMUM DISTANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE 1 MINIMUM DISTANCE UPSTREAM lOX DIAMETER ❑F ' FLOW METER SIZE City Std. 510 a _- -w r -.r rr1A iT \ 1 A ■i Lli T Ur FuNiANA IRRIGATION CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS i (CFD'S) 1 1, Toro Network 8000 Model # 132-86-08, 32 station field { satellite controller, 1 2. Mount in Strong Box Model No. SB-24SS/12OV• (Stainless Steel) 3. Provide Rainmaster 32 PC 'Pigtail' for remote controll operation. 4. Provide Cambell Scientific Inc,TE525 tipping bucket (Heavy Duty Model) 5. Provide Sensor Input Board (SIB) Model #995-63 to interface with flow meter and rain shut off device. 6. Provide Radio Link Kit #89-7611 to communicate with central command. All radio equipment shall be compatible with VHF, 7, Provide ground rod and surge protection for each 12' MAX satellite controller. I Contact) Curtis Newman Calif ornia Turf I -L (619) 520-6181 (619) 793-3999 (Pager) 41 (800) 774-8873 (Main Of f ice) I Park and Landscape Development Section, Engineering Division Community Development Department, City of Fontana (1/26/98) City Std. 505 i s C11 E II,iIIIIIIlIIi1i BRASS GATE II GATE VALVE MaSter ' Valve/Flow• FINISHED GRADE 6' MIN FROM HARDSCAPES JON PRESSURE LATERAL LINE LATERAL LINE PRESSURE SUPPLY LINE CONTROLL WIRES LEAN BACKFILL r VALVE BOX W/LOCK ,-- FINISH GRADE I=I I►—III-I 11=1 I( -I 1I- =ILl 'Lir PVC MALE ADAPTOR MAINLINE 2' x 4' RWD BLOCK �— 1 CU, FT. PEA GRAVEL City Std. 507 CLEAN BACK FILL SATURATE AND COMPACT TO 90% HARDSCAPING 311• I II- I�i�l NATIVE BACKFILL 2' MINUS - _I NON PRESSURE LATERAL LINE W/SLEEVE lI IHl PRESSURE SUPPLY LINE W/SLEEVE -i, ',;.• -III i- CONTROL WIRE SLEEVE SAND BACK FILL f iiq x-► , �.. ]Hllli 'l 10' VALVE BOX MARKED W/ 2' LETTERS READING Q,C. W/ LOCKING BOLT LID FINISH GRADE 1-1 6' MIN PEA GRAVEL - BRASS STREET ELL TYP a 77 BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12'X18' PLASTIC BOX AND COVER WITH LOCK TOP 12"❑R CURL TYPE EXPANSION LOOP (MIN,24') – WATERPROOF WIRE CONNECTION AS NOTED HARDSCAPE QUICK COUPLER VALVE CHRISTY'S LD TAG (STANDARD) SECURE TO SOLENOID PIGTAIL 12' MIN, FROM HARDSCAPE MATERIALS 3/4' a FINISH GRADE I I I –III–III–III– ��f I� a = I 1 I– 1=1 �I III— I =I I— III—T-I��I 11=1 i� I i -I 11=1 11= i I I T :ITI- 1=1(511 X111=11 1=51= I- 1. Tk 12'MAX.T►❑PSI! I 111111=,�sloL��,t;❑IDIf 24" x 4 RWD OR BRICK OF VALVE -111-11 -)ISII BASS NIPPLE 6' MIN I -PVC LINE PIPE 18' MIN / LINO E PFITTINGE UNION CONNECTION PVC SHC 40 TEE OR ELL ob $ e : e ado ,� off;, PEA GRAVEL \LATERAL LINE SIZE TO BE NOTED ON PLAN . b e (MIN,3 CU, FT.) PVC LINE PIPE PVC SCH, 40 MALE ADAPTOR PVC ELBOW (TYP, 2 PLACES) 24' MIN, #4 REBAR, ATTACH PVC LINE PIPE W/(2) STAINLESS STEEL BANDS COMMON WIRE PVC SUPPLY LINE FITTINGS(SXSXS) CONTROL WIRE 24" NOTE ; USE TEFLON TAPE ON ALL THREADED FITTINGS NOTES, 1• VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2, WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA, PR❑VIDE A SPACE A MIN, OF 3 FT, APART, 3• USE TEFLON TAPE ON ALL THREADED FITTINGS, 4. ONE VALVE PER VALVE BOX a ' i 1 City Std. 521 City Std. 507 Ouick `I Valve 01�1��'Oe Vdve I MAIN SUPPLY, LATERAL SLIP BASE SOCKET OVER AND WIRING STEP 1 END OF WIRES LATERAL 18" r WIRING 1',' MAINLINE F STRIP WIRES APPROX, 5/8' FROM ENDS 1 ) { PUT CRIMP SLEEVE OVER i WIRE ENDS -CRIMP SLEEVE STEP 2 APPLY SEALER TO INSIDE ❑FSEALING PLUG FILL BASE SOCKET WITH SEALER 6'MIN 2' MIN II�11ylLI Jai IliI��Iii-1� Vit,: t• FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO 6' ;;: •+:4.�• ks• .''::•,';" STEP 3 1 LARGER THAN 1/2' INCH IN SIZE, THIS WILL BE PERMITTED IN THE J„:•,.., ' INITIAL BACKFILL MEASURED 6' FROM THE TOP OF PIPE. THE REMAINDER MIN r OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% PROVIDE A zo• LOOP OF WIRE 1 SPEC. IN ALL CHANGES OF DIRECTION I INSTALL ALL PVC PIPE WITH LABEL UP,Pt1SH SEALING PLUG INTO GREATER THAN 30 DEGREES REMOVE ALL SLEEVES TO BE SCH, 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE TIES AFTER ALL CONNETIONS TAPE AND BUNDLE WIRING AT ' ASE SOCKET UNTIL IT LOCKS O4' DIAMETER STEEL POST CAP SECURE ' VANDAL RESISTANT ENCLOSURE SNAKE ALL PIPE IN TRENCH, TO PIPE, PRESSURE REGULATOR IF 10' O.C• MAXIMUM T❑ MAINLAINE, HAVE BEEN MADE REQUIRED• SETAS SHOWN f ❑N SITE DRAWING LOCK B❑X REDUCE PRESSURE .TIPPING BUCKET BRACKET .' BACKFLOW PREVENTER THRUST BLOCKS I BUNDLE AND TAPE ALL CONTROL WIRES AT 10' ❑,C. TO PRESSURE STRAINER #40 BRASS NIPPLE 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL 3U 1/2' DIA, FLEXIBLE ALL WEATHER MESH MODEL (4 PLACES) ELECTRICAL CONDUIT, CONNECT '`' '' ' •. �s; ''.: •' "" SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. BOX TO BOX, BRASS ELBOW BRASS ELBOW STEP 1 ®TIPPING BUCKET RAIN GAUGE, INSTALL ' I _ BRASS UNION SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY O PER MANUFACTURERS RECOMMENDATIONS, BRASS PIPE GALVANIZED STEEL PIPE POST, O4' DIA GAL BRASS BALL j RELIEF PORT LOOSE KEY BRASS BALL PLAN VIEW I VALVE OSE BIB 18` T❑ END OF BASE VALVE SMALLER THAN 2' SHALL BE P.V,C, SCHEDULE 40, ® © WEATHER PROOF ELECTRICAL -J-BOX BRASS PIPE IF SLEEVES ARE TO BE USED I DRILL 1' DIA HOLE THROUGH PIPE ' SOCKET TO ASSURE COMPLETE CONTRACTOR SHALL PR❑VIDE SLEEVES OR CONDUIT LINES WHEN PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. SEALING OF AND MOUNT BOX TO PIPE. NOTE THRUST BLOCKS SHALL, BE INSTALLED IN ACCORDANCE WITH PIPE j MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE, MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED,iI I NOTE= REBAR I CONTRACTOR SHALL PR❑VIDE 24' INCHES OF COVER OVER PIPE I OF FOOTING AWAY 18, 18 RAINBIRD SNAP—TITE WIRE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE FR❑MEPIPE, a IN THE SAME TRENCH AS THE IRRIGATION O ®FINISH SURFACE, FOOTING/FOUNDATI❑N 3' AND LARGER, 2 CONTROL WIRING i CONNECTOR '❑R EQUAL" NATURAL COMPACTED SOIL, PRESSURECONC, STABILIZE SUPPLY LINE (TRUST BLOCK) FRONT PRESSURE SUPPLY LINE City Std. 507 (INTAKE) (DISCHARGE) City Std. Q)I- DIA ELECTRICAL PVC RIDGED CONDUIT Thrount'-fttBlock' I FROM PIPE TO CONTROLLER, – ' 3 –4 MAX L-6IC DISTANCE Sit: V (DPROPOSED CONTROLLER ENCLOSURE VANDAL RESISTANT ENCLOSURE 1 3/4' GRAVEL STAINLESS STEEL HOSE CLAMPS (2)EACH BRASS ELBOW II ACID WASH STEEL PIPE POST, STEEL POST :..�''::'';+' •,y.' ;. ;• , ' '' •% BRASS UNION CAP AND ELECTRICAL 'J' BOX THOROUGHLY. � � g PAINT WITH 1 COAT RUSTOLEUM PRIMER � •*• • r • �. � .: • " ^ � BALL AND 2 COATS OF FOREST GREEN EXTERIOR •. ',• " '� ::'..• . VALVE o HIGH GLOSS PAINT. -) I=1 PLAN # 4 REBAR :I • I I 111; 111 -I I I_I r �• .�• 3'' I ► ,11111 I I NOTEt BACKFLOW TO BE SECURED IN THE ,• : _ _ _ —I I I OPEN POSSITION USING A LOCK AND s•• I I – CHAIN LACED THROUGH THE GATE N ':' -III-1 —III—' VALVES TO PREVENT THE SYSTEM ^•$ . l ; ; :1 1= ; FROM BEING ACCIDENTALLY SHUT OFF. 0 CONTRACTOR IS TO PROVIDE THE CITY 9 WITH TWO SPARE KEYS TO THE LOCK, City Std. 50.5 City Std. 507 f iiq x-► , �.. ]Hllli 'l 10' VALVE BOX MARKED W/ 2' LETTERS READING Q,C. W/ LOCKING BOLT LID FINISH GRADE 1-1 6' MIN PEA GRAVEL - BRASS STREET ELL TYP a 77 BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12'X18' PLASTIC BOX AND COVER WITH LOCK TOP 12"❑R CURL TYPE EXPANSION LOOP (MIN,24') – WATERPROOF WIRE CONNECTION AS NOTED HARDSCAPE QUICK COUPLER VALVE CHRISTY'S LD TAG (STANDARD) SECURE TO SOLENOID PIGTAIL 12' MIN, FROM HARDSCAPE MATERIALS 3/4' a FINISH GRADE I I I –III–III–III– ��f I� a = I 1 I– 1=1 �I III— I =I I— III—T-I��I 11=1 i� I i -I 11=1 11= i I I T :ITI- 1=1(511 X111=11 1=51= I- 1. Tk 12'MAX.T►❑PSI! I 111111=,�sloL��,t;❑IDIf 24" x 4 RWD OR BRICK OF VALVE -111-11 -)ISII BASS NIPPLE 6' MIN I -PVC LINE PIPE 18' MIN / LINO E PFITTINGE UNION CONNECTION PVC SHC 40 TEE OR ELL ob $ e : e ado ,� off;, PEA GRAVEL \LATERAL LINE SIZE TO BE NOTED ON PLAN . b e (MIN,3 CU, FT.) PVC LINE PIPE PVC SCH, 40 MALE ADAPTOR PVC ELBOW (TYP, 2 PLACES) 24' MIN, #4 REBAR, ATTACH PVC LINE PIPE W/(2) STAINLESS STEEL BANDS COMMON WIRE PVC SUPPLY LINE FITTINGS(SXSXS) CONTROL WIRE 24" NOTE ; USE TEFLON TAPE ON ALL THREADED FITTINGS NOTES, 1• VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2, WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA, PR❑VIDE A SPACE A MIN, OF 3 FT, APART, 3• USE TEFLON TAPE ON ALL THREADED FITTINGS, 4. ONE VALVE PER VALVE BOX a ' i 1 City Std. 521 City Std. 507 Ouick `I Valve 01�1��'Oe Vdve I MAIN SUPPLY, LATERAL SLIP BASE SOCKET OVER AND WIRING STEP 1 END OF WIRES LATERAL 18" r WIRING 1',' MAINLINE F STRIP WIRES APPROX, 5/8' FROM ENDS 1 ) { PUT CRIMP SLEEVE OVER i WIRE ENDS -CRIMP SLEEVE STEP 2 APPLY SEALER TO INSIDE ❑FSEALING PLUG FILL BASE SOCKET WITH SEALER 6'MIN 2' MIN II�11ylLI Jai IliI��Iii-1� Vit,: t• FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO 6' ;;: •+:4.�• ks• .''::•,';" STEP 3 1 LARGER THAN 1/2' INCH IN SIZE, THIS WILL BE PERMITTED IN THE J„:•,.., ' INITIAL BACKFILL MEASURED 6' FROM THE TOP OF PIPE. THE REMAINDER MIN r OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% PROVIDE A zo• LOOP OF WIRE 1 SPEC. IN ALL CHANGES OF DIRECTION I INSTALL ALL PVC PIPE WITH LABEL UP,Pt1SH SEALING PLUG INTO GREATER THAN 30 DEGREES REMOVE ALL SLEEVES TO BE SCH, 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE TIES AFTER ALL CONNETIONS TAPE AND BUNDLE WIRING AT ' ASE SOCKET UNTIL IT LOCKS 011101 00up Q 4649 Brockton Avenue O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA Riverside, CA 92506 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �ti\ Y �p IRRIGATION DETAILS DRAWN BY: (909) 369-0700 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, SCALE: ,� m TY N.T.S. DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � ~ 9r,otUrr -1 DESIGNED BY:MA 1\1 IJAJ--� DATE: Fax (909)3694039 BEFORE DAYS BEFORE `'� -LI; Oy `ate�- TY_,-Bll I K 12/8/03 II DIG YOU DIG http://www.comworksdg.com❑U ! BRING THEM INTO CONFORMANCE WITH CONDITIONS AND DATE SUBMITTED: 3/22/04 CHECKED BY: �APPROV BY: DRAWING NO.: 27 TOLL FREE 1-800-227-2600 CpL� TY y- ZQ_py Q A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG JOB NUMBER: 020638 ,.�T„ r��ni�,rr n n r c�� C n nTr. 3396 ` �' •' TYP, CONCRETE ''h, SNAKE ALL PIPE IN TRENCH, SLEEVED. 10' O.C• MAXIMUM T❑ MAINLAINE, HAVE BEEN MADE ” .' THRUST BLOCKS I BUNDLE AND TAPE ALL CONTROL WIRES AT 10' ❑,C. TO PRESSURE )K INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL '`' '' ' •. �s; ''.: •' "" SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR, STEP I SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY REBAR DETAIL PRESSURE MAIN 2' AND LARGER SHALL BE P•V.C, CLASS 315 INSPECTOR PLAN VIEW PUSH WIRES T❑ END OF BASE SMALLER THAN 2' SHALL BE P.V,C, SCHEDULE 40, IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND ' SOCKET TO ASSURE COMPLETE CONTRACTOR SHALL PR❑VIDE SLEEVES OR CONDUIT LINES WHEN PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. SEALING OF CONNECTION NOTE THRUST BLOCKS SHALL, BE INSTALLED IN ACCORDANCE WITH PIPE j MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE, MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED,iI I NOTE= j UTILIZED IN ALL (2 1/2' AND LARGER MAINLINE PIPE) CONTRACTOR SHALL PR❑VIDE 24' INCHES OF COVER OVER PIPE I D❑ NOT INSTALL 120 VOLTAGE OR HIGHER WIRE RAINBIRD SNAP—TITE WIRE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 1 IN THE SAME TRENCH AS THE IRRIGATION #3 REBAR TO BE PLACED AROUND PIPE INT❑ THRUST BLOCK TYP, 3' AND LARGER, CONTROL WIRING i CONNECTOR '❑R EQUAL" City Std. 507 City Std. 507 City Std. 507 City Std. 507 City Std. 507 Thrount'-fttBlock' Wire L-6IC IV Sit: V 011101 00up Q 4649 Brockton Avenue O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA Riverside, CA 92506 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �ti\ Y �p IRRIGATION DETAILS DRAWN BY: (909) 369-0700 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, SCALE: ,� m TY N.T.S. DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � ~ 9r,otUrr -1 DESIGNED BY:MA 1\1 IJAJ--� DATE: Fax (909)3694039 BEFORE DAYS BEFORE `'� -LI; Oy `ate�- TY_,-Bll I K 12/8/03 II DIG YOU DIG http://www.comworksdg.com❑U ! BRING THEM INTO CONFORMANCE WITH CONDITIONS AND DATE SUBMITTED: 3/22/04 CHECKED BY: �APPROV BY: DRAWING NO.: 27 TOLL FREE 1-800-227-2600 CpL� TY y- ZQ_py Q A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CWDG JOB NUMBER: 020638 ,.�T„ r��ni�,rr n n r c�� C n nTr. 3396 ` 0 z _ - •I'( 0 - •I'( i