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HomeMy WebLinkAbout5683-7NOTE: INSTALL BACKFLOW PREVENTER AS REQ, BY LOCAL CODES 4) Z AND HEALTH DEPT, VERIFY LOCAL REOS. PROR TO INSTALLATION. ,y Z"v APPROVED VALVE BOX MASTER VALVE VALVE .-•-� APPROVED STRONGBOX REDUCED PRESSURE Z �U00 SIZE AS REQUIRED PURPLE) ENCLOSURE (PURPLE) BACKFLOW PREVENTER MIN. APPROVED WATERPROOF BRASS OR COPPER CONNECTORS BRASS NIPPLES (4" z NIPPLE & UNION 0/ BALL VALVE LENGTH) VERIFY W HARDSCAPING(SEE NOTE 4) (2) TOTAL LOCAL CODES PVC MALE ADAPTER EXPANSION LOOP BRASS "Y" 7 1° FINISH GRAD TYP. 2 (TWO) PLACES 1" IN TURF AREAS WHITE STRAINER W/ B 60 MESH I BRASS 90 ELL (TYP.) _ III- III- AS REQUIRED FINISH GRADE 2" IN SHRUB AREAS BLUE EPDXY FILLED WATERPROOF MONEL SCREEN -III -III-III- RED CONNECTOR OR EQUAL I e I & BRASS PLUG ® _ _ e" MIN BLACK PIG TAIL EXPANSION ® 1 z° MAX. LOOP (MIN.24" LONGI noN CONTROLLER - - BRASS UNION (TYP.) _,/,�,,' I CLEAN BACKFILL - SEE z �,',i ,,',�,/ / , , , , PURPLE PLASTIC VALVE BOX WATERPROOF ALL WIRE CONNECTIONS (CARSON OR EQUAL) WITH PLASTIC sc I _ _ SPECS. FOR MATERIAL. 90% COMPACTION REQUIRED ,' / /� i ' i' ' /� /' ' /� i' ' ' ' / / i',' / 18" MIN. - INTEGRATED LOCKING LID. PLACE AT x ,' / INTURF AREAS AND 3' ABOVE / ( I a a -III I PROVIDE 6" MIN. OF SAND BEDDING AND SHADDING /// / ' •'/ / / '/' / ' ' / i ' ' °e0� Dao O°°o e O°o° INRADE PLANT BED. PIG TAIL EXPANSION a= ,' NON PRESSURE i , / i , / i / i ° p °op o Oo o° a° oa e°° o°° LOOP (MIN.24" LONG) X WHITE AIR GAP 12" MIN, ( 30" MIN. • .. I "' I 8" TYP CONTROL WIRE SLEEVE -III -"� SIZE PER PLAN INSTALL LATERAL LINE'opo°O ' / ' /, ' ' ' ° O�O�o°O°Q '� (COMMON) B OF is LUE ( I FG I _ADJACENT TO PRESSURE III III CLEAN BACKFILLi' WIRES SUPPLY LINE BRICK, ONE AT EACH PEA GRAVEL ` CORNER OF VALVE BOX (MIN. 3 CU. Fr.) RED MASTER CONTROL i ( PRESSURE SUPPLY UNE • III- _TH SLEEVE - SIZE TWICE PRESSURE MAIN UNE (PVC) BLACK I VALVE • a . • a �: ;, a _ _ _ _ SIUAPMPLYERUNE PRESSURE ANGLE TO SPECIFIED CONTROL COMMON DEPTH WITH 45 -DEGREE _- = • . ..: ,.• ': s 4 •j III _ _ _ - WIRES. T E WIRES O ELBOWS, SIZE PERDIAMETER FLOW METER 8AME -III -III -III_ CONTROL WIRES DRAWINGS. MAIN UNE 91ZE A8 FLOW = - - . -_ • - _ NON -PRESSURE LATERAL III -III " PRESSURE SUPPLY LINE MIN. 2 OF CLEAN EARTH METER SIZE -III LINE SLEEVE - SIZE TWICE DIAMETER DIAMETER OF NON -PRESSURE SAME SIZE AS III :• LATERAL UNE FLOW METER -III III - III- "• - = III = - - 1=I I I- -� - -I NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC. NOTES: N. LOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING. NOS'' 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. SIZE MINIMUM DISTANCE DOWNSTREAM of UNINTERRUPTED PIPE (eX DIAMETER FROM P.O.C. - = = = = IF -III - -ITI_ - - =III - PVC MAINLINE 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" AND LARGER. 3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD OF FLOW METER SIZE) -IIIIiI=„III-III ;,III-' =- III=IIIIII=III- - 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 3. WHEN USING RECLAIMED WATER ,MAINTAIN MINIMUM 10 HORIZONTAL REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE MINIMUM DISTANCE UPSTREAM OF 12"X12"X12" - = L=III= 1 FLOOR DRAIN 12"X12"X12" 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. 4. MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH UNINTERRUPTED PIPE 11OX DIAMETER ;' CONCRETE -III-III-III- CONCRETE STANDARDS. (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW WHERE ONES CROSS, PROVIDE PVC SLEEVE FOR POTABLE UNE FLANGED CONNECTIONS IN LIEU OF UNIONS. OF FLOW METER SIZE) THRUST BLOCK THRUST BLOCK HARDSCAPE SURFACE MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL TO PVO MALE PIPE THREADS EXISTING @ P.O.C. 'A' - SEE SHEET L-8 EXISTING @ P.O.C. 'A' - SEE SHEET L-8 EXISTING P.O.C. 'A' - SEE SHEET L-8 Ol REDUCED PRESSURE B.F. (EXISTING) �2 TYPICAL SLEEVING �3 TYPICAL TRENCHING �4 MASTER VALVE (EXISTING) OS FLOW METER (EXISTING) ®---' 22 RAINBIRD ID TAG: NUMBERED VALVE BOX LABELING NOTE: APPROVED VALVE BOX TO MATCH DRAWINGS 10" CIRCULAR QUICK COUPLING VALVE. $ APPROVED WATERPROOF REMOTE coNrROL VALVE HEAT BRAND ALL VALVE BOX COVERS IN 2 HIGH LETTERS APPROVED VALVE BOX TOP OF VALVE SHALL BE APPROVED VALVE BOX PER EQUIPMENT LOCATED WITHIN VALVE BOXES. CONNECTORS " (PURPLE) 2 BELOW VALVE BOX COVER (PURPLE) GATE VALVE LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES 7 PVC SCH. 80 EXPANSION Looe 1/2" STAINLESS STEELFINISH 1" I LABEL "QCV" FOR ALL QUICK "MV" COUPLING VALVES LABEL "FV" FOR ALL FLUSH VALVES "AR" NIPPLE & UNION. PVC SC.4o ELBOW HOSE CLAMP. 3 REQUIRED 1" IN TURF AREAS GRADE LABEL FOR ALL MASTER "VALVE VALVES LABEL FOR ALL AIR RELIEF VALVES 11 PVC MALE ADAPTER LABEL STATION" FOR ALL CONTROLL VALVES 1" TURF AREAS FINISH GRADE 2" IN SHRUB AREAS " M FINISH GRADE 2" SHRUB AREAS 12° 4 2 3 MAX.!!�T LEGEND - USE CARSON VALVE BOXES.1. 7:4 72. 10" DIAMETER CIRCULAR VALVE BOX. 12" MAX. SCH80 NIPPLE LENGTH AS 412" EDGE OF LAWN, WALK, FENCE, CURB, ETC. I�w REQUIRED 3. 14" x 19" RECTANGULAR VALVE BOX. 1 a ti L"a 18" MIN. 12„ 4. 20" x 30" RECTANGULAR VALVE BOX. 1O ROOT WATERING SYSTEM: meg ao o,°oeop 800< 3 5 RAIN BIRD RWS-B-C-1409 (INCLUDES RETAINER, 38"(91,4 ° ooOg°°o oop°,o°Deo NOTES CM) TUBE, 0.25 GPM (0,95 L/M) BUBBLER & INTEGRATED PEA GRAVEL 12" A. CENTER VALVE BOX OVER VALVE TO FACILITATE CHECK VALVE, 41^(10,2 CM) PURPLE GRATE, VERSATILE SWING ASSEMBLY WITH 1/2-(1,3 CM) M NPT INLET) (MIN. 3 CU. FT.) (�°°°oo°a�o ag, a ° e °o °Oo `b oo Do 0 °° ° oO SERVICING OF VALVE. ® BUBBLER: RAIN BIRD 1401 0.25 GPM (0,95 L/M) (INCLUDED) ,D 00 ° P PEA GRAVEL. ° °° °� ° o ° °° °O BRICK SUPPORTS ° BRICK SUPPORTS REE REQUIRED 3 B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE INO FINISH GRADE/TOP OF MULCH PVC SCH. 80 NIPPLE LENGTH AS REQUIRED 2 CUBIC FEET MIN. HREE REQUIRED (T ) MULCH COVER OR GROUNDCOVER/SHRUB AREAS - 4 4" (10,2 CM) PURPLE LAKING GRATE - ® TYP TWO PIA -CES. BRICK, ONE AT EACH SCH40 90 DEGREE ELL PVC MALE ADAPTOR BRASS OR COPPER TYP. TWO PLACES 12" SET FLUSH WITH FINISH GRADE IN TURF AREAS. RWS-GRATE-P (INCLUDED) PVC LATERAL LINE CORNER OF VALVE BOX NIPPLE &UNION 7 6 8 ® 12" (30,5 CM) SWING ASSEMBLY (INCLUDED) ANGLE TO SPECIFIED DEPTH C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- W 45 -DEGREE ELBOWS WITH 3 COVER/SHRUB AREA WHERE POSSIBLE - INSTALL© 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) SIZE EER DRAWINGS CONTROL AND COMMON PRESSURE MAIN LINE WIRES. TAPE WIRES TO PRESSURE SUPPLY LINE PRESSURE MAIN LINE (PVC) PEA GRAVEL ANGLE TO SPECIFIED (MIN. 2 CUST) IN TURF ONLY IF THERE IS NO ADJACENT GROUND- COVER. 9 o PVC SCH 40 TEE OR EL MAIN UNE PVC SCH. 40 TEE OR DEPTH 45 -DEGREE ZE PER 12 ® PVC OR POLYETHYLENE LATERAL PIPE ELBOW SCH40 90 DEGREE PRESSURE LINE FITTING DRAWINGS. D. SET VALVE BOXES PARALLEL TO ONE ANOTHERO 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID NOTES. STREET ELL SCH40 90 DEGREE Nps; 1 AND PERPENDICULAR TO EDGE. _ " BASKET WEAVE CANISTER (INCLUDED) °° °° 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM STRUCTURES HARDSCAPE IN SHRUB AREAS. STREET ELL 1. GATE VALVES 2 1/2- AND LARGER SHALL BE AWWA APPROVED AND HAVE A 2" SQUARE OPERATING NUT IN UEU OF BRASS HANDWHEEL �V// E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE 10 e ' '' 10 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 2. PLACE PEA GRAVEL PRIOR T INSTALLATION OF VALVE BOX. A SCH80 AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS. BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. t1 TREE LOCATION GL 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO NIPPLE LENGTH AS #4 REBAR STAKE 36" LONG REQUIRED 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS PLAN VIEW 2 F. ALL BOXES TO BE PURPLE IN COLOR NOTES: 1. 4" (10,2 CM) GRATE IS ALSO AVAILABLE IN PURPLE (RWS-GRATE-P). DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL NOTE: OTHERWISE APPROVED 2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. VALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR PIPING SIZE. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX NOTE: CONTRACTOR TO USE PURPLE LIDS WHEN NON -POTABLE WATER 3. OPTIONAL SAND SOCK (RWS-SOCK) IS 34" (86,4 CM) IN LENGTH TO COVER MESH BASKET AREA. WATER SOURCE IS USED (SEE PLAN) 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6O QUICK COUPLING VALVE 7o BALL/GATE VALVE O8 VALVE BOX INSTALLATION 90 ROOT WATERING SYSTEM 10 REMOTE CONTROL VALVE PVC SCH 40 ELL TOP OF MULCH PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) 6 -INCH ROUND VALVE BOX: RAIN BIRD VB-6RND (PURPLE) 30 -INCH LINEAR LENGTH OF WIRE, COILED AIR RELIEF VALVE KIT: RAIN BIRD ARV050 BACKFILL TRENCH WATER PROOF CONNECTION: AR VALVE KIT PER SPECIFICATIONS _ -III-1I III III I I I I I RAIN BIRD s 1 OF 2 (1 OF 2) /`J O 6" IRRIGATION BOX III D CONCRETE THRUST VALVE BOX WITH COVER // 2 (PURPLE) BLOCK, TYPICAL II RAINBIRD VB-JMB (PURPLE) i`� FINISH GRADE o FINISH GRADE OR =III=I 1 III=III=I 2 III IIII - -1 ID TAG: RAIN BIRD VID SERIES TOP OF MULC i %i ij �w = _ -III -III-III-III-III-- MULCH I- MAINLINE PIPE I IL = I - NOTES: FINISH GRADE -III III -I H I- O3 1/2- DRIP LATERAL LINE - - - I= I III -III,, -11111 I- VIII I�I UNDISTURBED SOIL ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-C-2000. CONTROL ZONE KIT: i a^ Mi i LANDSCAPE DRIPLINE TUBING: = VIII II i' 4 FLUSH VALVE O III 1=1 I- I- I= (SEE LEGEND FOR TYPE) RAINBIRD MDCFPCAP/ SUPPLY LINES 2 1/2" IN DIAMETER AND LARGER SEE LEGEND FOR ASSEMBLY .III=III 4 -III= MDCF COUP SHALL RECEIVE CONCRETE THRUST BLOCKING. 45 DEGREE ELlI-Iii-i-I 1=1 1=1 1=1 1=1 1= 90 DEGREE ELL I I THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC i I o5 PEA GRAVEL CONCRETE THRUST FT. OF CONCRETE. PIPE SHALL NOT BE ENCASED IN PVC LATERAL °� ° BLOCK, TYPICAL CONCRETE. • p PVC SCH 40 MALE ADAPTER PVC SCH BO NIPPLE CLOSE (1 OF 3) O O O O O O O O 5 O O O O O O O I MAINLINE PIPE ALL MAINLINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE MANUFACTURER'S INSTALLATION PVC SCH 80 UNION FOR 000000 000 0o = SPECIFICATIONS. SERVICING ASSEMBLY PVC MAINLINE PVC LATERAL PIPE 3 -INCH MINIMUM DEPTH OF n n n (,), I1-11 = I 1 II-"' "' L. UNDISTURBED SOIL ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE 3 -INCH MINIMUM DEPTH OF SEE LEGEND 3/4 -INCH WASHED GRAVEL =11 11- BACKFILL TRENCH SPECIFICATIONS. 3/4 -INCH WASHED GRAVEL 90 DEGREE ELL PER SPECIFICATIONS WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE BRICK (1 4 SECTION VIEW - N.T.S. USING BLACK PIPE TAPE. PVC SCH 80 NIPPLE 2 -INCH N LENGTH, HIDDEN AND NOTE: PVC SCH 40 ELL PLACE ALL AIR RELIEF ASSEMBLY PVC SCH 40 TEE OR ELL AT HIGHEST SPOT IN THE FIELD FOR EACH SYSTEM. 11 CONTROL ZONE KIT 12 AIR RELIEF VALVE 13 FLUSH VALVE ASSEMBLY 14 THRUST BLOCKS CITY OF FONTANA LANDSCAPE PLANS Call Underground Service Alert 111RAWN CITRUS AVENUE MEDIAN AS SHOWN at least 2 days (STA. 115+00 TO 123+00) before you dig IRRIGATION DETAILSe Know Whets below. pECI�D nAPPlBVEh YAC. ---i""` C BVIL Nm 7 Call before you dig. �-,-� TATFi 5683 11 �•, ,,,,E , v. S I T C S C A P e I Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX �0�2782 VANDSCgat Pot � W PLAN CHK.4 DATE 3/13/17 JOB # 16-026 L 6 OF 10 4) Z ,y Z"v .-•-� Z �U00 x>a Cd0 z �0�2782 VANDSCgat Pot � W PLAN CHK.4 DATE 3/13/17 JOB # 16-026 L 6 OF 10