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HomeMy WebLinkAbout3164-6G-1,1�. M -FT 1.1 Al V —" P!!.III,-%AT:i111 3/4" ull 6RA0E/TOP OF MULCH IRRI6. ',CONT. Y SPRINKLER PER LE6END-IN5TALL 50 OF THE GAP IS ABOVE FIN. GRADE A55EM13LY: RAIN BIRD MODEL •5050 OR APPROVED EQUAL .SH 40 TEE OR ELL >TERAL PIPE POP-UP SPRINKLER HEAD ALL POWER WIRE5, GROUND WIRE5 ETC. SHALL BE SEPARATELY SLEEVED AND SWEPT THROUGH ENCLOSED PAD WITH 5CH 40 RIGID CONDUIT ALL SLEEVING SHALL BE A MINIMUM OF 16' BELOW FINISHED GRADE. ALL SLEEVING IS A ORAP14I6 REPRESENTATION OF A TYP. INSTALLATION. SIZE OF EQUIPMENT = 4614 X 16"D X 54' HIGH AND SIZE OF GONG. SLAB = 52" .4"D X ICK H/#4 REBARS AT 12' . . TYP 8'DIA. X12"D. BOTTOMLE55 GROUND WELL WITH PARKWAY COVER, FILL WITH PEA GRAVEL j 5/817IA X 10' DRIVEN GROUND ROD PER ARTICLE 250-81 OF 11140 NEC i 3. PROVIDE 20 AMP 2 POLE BREAKER FOR NEW PUMPS HHERE APPLICABLE FINISHED GRADE 50 A 2P O 34 12 CIR PANEL rr-r--m--- --:r-- -- -r -- -a -------- i ////�l;'..�� a GROUND FOR ELECTRICAL PROVIDE IOOA METER AND 5OA/2P MAIN 0/13 INHERE INDICATED ON DRAWINGS PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. PROVIDE IRRIGATION CONTROLL ER CABINET HHERE INDICATED ON DRAWINGS. TERMINATE AT EXISTION HANDHOLE. PER S.G.E. COMPANY REO. VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.G.E. CO. PRIOR TO TRENCHING CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETAL.LEG CONDUIT AND COPPER CONDUCTORS WITH TYPE ''f 1-IHN/7HHN' INSULATION. CITY OF FONTANA IMOAT10N CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS (CFD'S) I. TORO NETWORK 6000 MODEL # 152-66-06,52 STATION FIELD SATELLITE CONTROLLER. 2. MOUNT IN 5TRONG BOX MODEL NO. 5B-2455/12OV. (STAINLESS STEEL) 5. PROVIDE RAINMA5TER 32 PG 'PIGTAIL' FOR REMOTE CONTROLL OPERATION. 4. PROVIDE CAMBELL SCIENTIFIC, ING,TE525 TIPPINO BUCKET (HEAVY DUTY MODEL) S. PROVIDE SENSOR INPUT BOARD (SIB) MODEL *145-63 TO INTERFACE WITH FLOW METER AND RAIN SHUT OFF DEVICE. 6. PROVIDE RADIO LINK KIT #814-1611 TO COMMUNICATE WITH CENTRAL COMMAND. ALL RADIO EQUIPMENT SHALL BE COMPATIBLE WITH VHF. I. PROVIDE GROUND ROD AND SURGE PROTECTION FOR EACH SATELLITE CONTROLLER. CONTACT: CURTI5 NEWMAN CALIFORNIA TURF (6114) 520-6181 (614) 1413-3444 (PA(5ER) (800) '"4-8813 (MAIN OFFICE) BOX TO BE PLACED AT RIGHT ANGLE TO PRESSURE REGULATOR IF HARDSCAPE EDGE w/ VALVE # ETCHED IN LID REQUIRED. SET AS SHOWN REDUCE PRESSURE 12"X18" PLASTIC BOX AND COVER WITH ON SITE DRAWING BACKFLOW PREVENTER LOCK TOP STRAINER #40 BRASS NIPPLE CURL TYPE EXPANSION LOOP (MIN.24") MESH MODEL (4 PLACES) WATERPROOF WIRE CONNECTION BRASS ELBOW BRASS ELBOW 1NOT HARDSCAPEBRASS CHRISTY'S LD TAG (STANDARD) � �� � o BRASS PIPE 10" VALVE BOX MARKED W/ 2" SECURE TO SOLENOID PIGTAIL BRASS BALL RELIEF PORT LETTERS READING Q.C. QUICK COUPLER VALVE LOOSE KEY " BRASS BALL W/ LOCKING BOLT LID VALVE HOSE BIB 18 VALVE 12" MIN. FROM HARDSCAPE MATERIALS VALVE BOX W/LOGK FINISH GRADE 3/4' a BRASS PIPE LOCK BOX FINISH GRADE a FINISH GRADE — 4 —^ 81,...,� #4 REBAR i— I 1 11 I 11— I I! 1 I I I I I -i l I I I� I I� 11=1TI�TI I T 18„ — 1I VIMA, 18"I II � _= �4.f6" MIN PEA GRAVELI—I , I—I I—) I —. -- — 12 MAX. TOP i _ I� I I- I 5 FOOTING/FOUNDATfON ' I I—I '— _I I '—'' , '--' ' '—' ' ' - I— 1= SOLENOID 12 2 x 4 RWO OR BRICK „ OF YAI.YE 1 I�� I I— Iu ' BRASS STREET ELL TYP. BRASS $ PYG MALI: ADAPTOR _PVC LINE POPE GATE YALYE�-, I ,� PRESSURE GNC. STABILI ER PRESSURE BASS NIPPLE 6' MIN NON -PRESSURE SUPPLY LINE TRUST BLOCK FRONT SUPPLY LINE 18" MIN / LINE FITTING (INTAKE) (DISCHARGE) J UNION CONNECTION ACKFLOW ENCLO URE PVC SHC 40 TEE OR ELL L� ��co° • `'`` MAINLINE o �,� SEE NOTE BELOW o pb �,,;,�. �; • PEA GRAVEL 3/4" GRAVEL LATERAL LINE SIZE TO BE NOTED ON PLAN BRASS ELBOW g a n e (MIN.3 CU. FT.) 1, __ PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR 6 1- a� I 2 x 4 RHD BLOCK PVC ELBOW (TYP. 2 PLACES) ° . ° < BRASS UNION NOTE: 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS if PVC LINE PIPE �° . a ® ® ° ° ° ° RSS BALL USE TEFLON TAPE ON ALL THREADED FITTINGS I GU. FT. PEA GRAVEL VALVE PVC SUPPLY LINE FITTfNGSSXSXS COMMON WIRE ( ) CONTROL WIRE -f : o #4 REBAR 12' PLAN 12' NOTES: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED NOTE: BACKFLOW ENCLOSURE,LE MEUR " 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. OR EQUAL 24"X60"X36" HIGH 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. HINGED AT ONE END SECURE TO 4. ONE VALVE PER VALVE BOX 6"X81 FOOTING W/4" J BOLTS END (EQUIPMENT TO BE CENTERED INSIDE HOUSING) C GATE VALVE D REMOTE CONTROL VALVE - E R.P. BACKFLOW DEVICE F QUICK COUPLER VALVE SHINGLE NAIL ® 141T40" DIAMETER STEEL POST CAP SECURE 241 TIPPING BUCKET BRACKET 12" FINISHED GRADE LODGE POLE I 30 1 /2 DIA. FLEXIBLE ALL WEATHER 6 ELECTRICAL CONDUIT, CONNECT 6' MIN FROM HARDSCAPES BOX TO BOX. 6 TREE /SHRUB PER PLAN TREE TRUNK TIPPING BUCKET RAIN GAUGE, INSTALL I PER MANUFACTURERS RECOMMENDATIONS. CLEAN BACK FILL SATURATE AND COMPACT TO 909E NON PRESSURE LATERAL LINE CINCH TIE Q 4" DIA GALVANIZED STEEL PIPE POST. e - I LATERAL UNE (DO NOT TWIST) HARDSCAPWC 1l ` _ O - PREVAILING WIND 3 2 `V c, PRESSURE SUPPLY LINE © WEATHER PROOF ELECTRICAL "J"BOX '' ` ''' DRILL 1" DIA HOLE THROUGH PIPE NATIVE BACKFILL 2' MINUS CONTROLL WIRES i DIRECTION 5 AND MOUNT BOX TO PIPE. NON PRESSURE LATERAL UNE W/SLEEVE - I GLEAN 8ACKFlLL O7 �kOq PffE OF FOOTING AWAY # PRESSURE SUPPLY UNE W/SLEEVE I I 1 1 . `IS I . I I 21 GRAM AORIFORM TABLETS 2" DIA LODGEPOLE PINE TREE 3- STAKE COPPER NAPTHENATE D S E CONTROL WIRE SLEEVE 3- PER 15 GAL. TREE 8 FINISH SURFACE. ARBOR GUARD ON ALL 6- PER a BOX TREE TREATED AND DRIVEN IN GROUND 0 Q SAND BACK FILL 6"MIN TREES IN �� AREAS 14- PER 36" BOX TREE TO 2FT. MIN. DEPTH. 2 REQ'D 11 < • ,C 1/4" MULCH I- PER I OAL 5HRI)5 18" O9 NATURAL COMPACTED SOIL. 2' MIN FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO o 0 2- PER 5 AND 15 OAL SHRU85 'CINCH TIE' (4) REQ'D '- LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE WATERING BASIN o _ • " " °o° FINISH GRAD): 6 INITIAL BACKFILL MEASURED 6 FROM THE TOP OF PIPE. THE REMAINDER 4 � q � ARBOR GUARD IN TURF AREAS 12' MAX 7 1" DIA ELECTRICAL PVC RIDGED CONDUIT MIN OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. _ _ FROM PIPE TO CONTROLLER. I i I=1 I i" PREPARED BACKFILL MIX, 8 NOS ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 909: - �:: • _ ' R+OOTBALL - SET I/2" ABOVE 1 PROPOSED CONTROLLER ENCLOSURE INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP. I II--� _ SEE SPECIFICATIONS o © PE 11/2' x ROOT- ��� .. ••I I I=I I 1 FINISH GRADI: !n S C. SNAKE ALL PIPE IN TRENCH. BALL DEPTH 3" HIGH WATER BASIN, ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE UNE TO BE ''--I �' I -I (I- BACKFILL. MIX PER SPECS. i I I1 I,I-I d p i -III -III-) I (- III -I I STAINLESS STEEL HOSE CLAMPS (2)EACH SLEEVED. SBUNDLE AND UPPLY UNE AND E PROALL CONTROL SERVICE SLOOP 1 AT ALL 90 DEGREEPRESSURE I� I=I _�-- AT TIME OF PLANTING .I I -1 11-1 I .I I_Ed I 1-_I i=1 I 1 ; NOTE: CHANGES IN DIRECTION. I I—'I I I= =I FINISH GRADE ... ...... 24 I i ACID WASH STEEL PIPE POST, STEEL POST INCREASE THIS DISTANCE TO 36 WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL " OVER -EXCAVATE AND RECOMPACT „,„ I I I !--) I=I I E =I I I � ,, I -I I 1-1 I CAP AND ELECTRICAL "J" BOX THOROUGHLY. TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. -I 11=1, . _ — _ NATIVE SOIL( - 4 —1 1 1-1 1 1= ( — - PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 61 --_ I _ PAINT WITH 1 COAT RUSTOLEUM PRIMER SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY SMALLER THAN 2' SHALL BE P.V.C. SCHEDULE 40. 1-1 I I=1 I 1-1 11= 1-111 H GLOSS T PAINT. GREEN EXTERIOR INSPECTOR CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN I� IT III—I I ; _) I I=1 I I T :. _ I: AGRIFORM TABLETS TO BE IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE I 1 1- -� ADDED PER MFG. RECOM DS. 3e 11- -) I I- PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. 2 X ROOTBALL CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE k4jDTH j SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE III= — I II I 10 9 3' AND LARGER. �I I i-111- 2X DIA. OF ROOT BALL G RAIN SHUT-OFF DEVICE H PIPE TRENCHING I TREE AND SHRUB PLANTING J TREE STAKING Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF F 0 N T A N A, CALIFORNIA, �, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,� �� T ' BGS y fi. �� +�H� t e 11"COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN p ro 0 ti LMMAPE AWHRU7M �' �' 'SACT �jQQg SCALE: NONE HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY MMgJknOX CONSUTA,M CADD LANDSCA�'E f�NAfVCE � DIAL TWO WORKING DESIGNED BY: DATE: BEFORE � • DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO * ,� - � ®/ot S.T.B. C DETAILS 8/12/02 YOU DIG YOU DIG CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 30 x *+v Suft 2DO ffO TOLL FREE 1-800-227-2600 TF of CAL��O��\P 1c90°sltsa xa 2 N;r'ii 'y'o. Ma CHECKED BY: AP �VED �O BAWLING NO.: 6 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT S.T.B. L ;r -4n 31� T1N'G CITY ENGINEER R.C.E. 51152 DATE tJ,