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HomeMy WebLinkAbout5685-10NOTE: INSTALL BACKFLOW PREVENTER AS REQ. BY LOCAL CODES AND HEALTH DEPT. VERIFY LOCAL REQS. PROR TO INSTALLATION. m APPROVED STRONGBOX APPROVED VALVE BOX MASTER VALVE VALVE REDUCED PRESSURE SIZE V REQUIRED PURPLE) o ENCLOSURE )PURPLE) CH BACKFLOW PREVENTER APPROVED WATERPROOF BRASS NIPPLES (4" MIN. BALL VALVE LENGTH) VERIFY W/ CONNECTORS ° (2) TOTAL HARDSCAPING(SEE NOTE 4) NIPPLE & UNIONER a LOCAL CODES EXPANSION LOOP 3 BRASS "Y" - .e. - - _ _. TPVC YP 2 E ADAPTER LACES o STRAINER W/ 8 BRASS 90 ELL (TYP,) _,. = FINISH GRADE (TWO) 60 MESH _ 1` IN TURF AREAS WHITE _ _ AS REQUIRED FINISH GRADE 2" IN SHRUB AREAS BLUE MOREL SCREEN ( °III III I I = EPDXY FILLED WATERPROOF 6 BRASS PLUG E ® ° ® O R Er;_ '75I I - I I - III-� - "MIN. BLACK WED CONNECTOR OR EQUAL III V///,/ / / / / i / / / / / 12" MAX. PIG TAIL EXPANSION ' I _ O G » '/'i i IRRIGATION CONTIIOLLEIBLOOP IMIN.24° LONGI anBRASS UNION (TYP,) -I _ 12 MIN.SPEC$. BFOR FIMATERIAL.SEE / / /' // i/ '/ /// / '/ /// WATERPROOF ALL / / / / / ■ PURPLE PLASTIC VALVE BOX i v I 90% COMPACTION REQUIRED / ' ' ' / /// /i /////', 18" MIN. _ (CARSON OR EQUAL) WITH PLASTIC WIRE CONNECTIONS 0 N / / /' // '/ / /' '/ i ' '/ GRADIN I BED.INTEGRATED OCRING LID. PLACE V x x o / /' / / /' / / i/ / / / GRADE INTURF AREAS AND 3° ABOVE x x I o PROVIDE 6" MIN. OF SAND / / i / / i / // i // // i m ' _III BEDDING AND SHADDING •' / i ' / // o ) I - _ NON PRESSURE /' �' // i' �' // // O°O p°°p °o ° 8° o Oo PIG TAIL EXPANSION x w AIR GAPMIN.___/'1` - LATERAL LINE / // ' /' ' ' pOO o X00° °a°Qoo�e LOOP (MIN.24" LONG) '° x / O °° o 0o O ° I 30' MIN. n - 6 TTP. - /o° p poo e° �e O °a °o WHITE (COMMON) III " SIZE PER PLAN INSTALL Deo 0 o a� 0 FG -III- III- SUPPLY LINE ACENT TO PRESSURE CLEAN BACKFILL ' / i/,' / / A / i ,' WIRES BLUE I ) I=I I = RICK, ONE AT EACH PEA GRAVEL .. ° - ... .. .. - - MA CONTROL _ _ _ _ _ _ _ _ CORNER OF VALVE BOX (MIN. 3 CU. Fi.) MASTER CON PRESSURE SUPPLY UNE RED -III - SLEEVE SIZE TWICE III DIAMETER OF PRESSURE ANGLE TO SPECIFIED CONTROL AND COMMON pt OW IL= •.,+� ®, .•� •!.•,: �, �, .. �o - PRESSURE MAIN LINE (PVC) BLACK VALVE _v i •� - _ _ - _ _ SUPPLY UNE DEPTH WITH 45 -DEGREE 1=III == _ _ -III WIRES. TAPE WIRES To •"' - " -III = _ = -III-III-III-I - CONTROL WIRES ELBOWS, SIZE PER FLOW METER MAIN LINE DIAMETER SAME NON -PRESSURE LATERAL SIZE AS FLOW = �r • - •• I (= � -� I I � � '• •III= � I I _ LINE SLEEVE -SIZE TWICE MIN. 2" OF CLEAN EARTH PRESSURE SUPPLY LINE DRAWINGS. METER SIZE - • I=III- -III III= -I ' - I I I - - DIAMETER OF NON -PRESSURE _ LATERAL LINE DIAMETER ROTI : SAME ISUE AS FLOW METER III= - III; -III III'- NOTES: 1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND NOTES: SDE FROM P.O.C. -III III III III III = -III III III 1. ALL SLEEVES TO BE SCH 40 PVC. SHALL BE INSTALLED ABOVE AND BELOW PIPING. 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. PVC MAINLINE 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. MINIMUM DISTANCE DOWNSTREAM OF 2. EXTEND ALL SLEEVES 12 BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. AND LARGER. 3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO UNINTERRUPTED PIPE TeX DIAMETER -III-III - 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10 HORIZONTAL DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD OF FLOW METER SIZE) 12"X12"X12" -III-III=III- : 12°'X92"X12" 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE CONCRETE - III= III=III-' FLOOR DRAIN 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. MINIMUM DISTANCE UPSTREAM OF THRUST BLOCK )III III -III- I CONCRETE STANDARDS. (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE 4. MASTER VALVES a AND LARGER TO BE PROVIDED WITH UNINTERRUPTED PIPE 11OX DIAMETER - C TI_ THRUST BLOCK HARDSCAPE SURFACE. MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE FLANGED CONNECTIONS IN LIEU OF UNIONS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL TO PVC MALE PIPE THREADS OF FLOW METER SIZE) 1 REDUCED PRESSURE B.F, 02 TYPICAL SLEEVING 3 TYPICAL TRENCHING 4 O MASTER VALVE 5 FLOW METER 0 10" CIRCULAR VALVE BOX LABELING NOTE: 24" APPROVED VALVE BOX QUICK COUPLING VALVE. HEAT BRAND ALL VALVE BOX COVERS IN 2 HIGH LETTERS RAINBIRD ID TAG: NUMBERED TOP OF VALVE SHALL BE PER EQUIPMENT LOCATED WITHIN VALVE BOXES. FINISH GRADE HIGH POP-UP HEAD APPROVED VALVE BOX TO MATCH DRAWINGS (PURPLE) 2" BELOW VALVE BOX COVER APPROVED VALVE BOX LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES W PURPLE CAP APPROVED WATERPROOF » (PURPLE) GATE VALVE » REMOTE CONTROL VALVE CONNECTORS 1/2 STAINLESS STEEL LABEL QCV" FOR ALL QUICK COUPLING VALVES LABEL FV" FOR ALL FLUSH VALVES HOSE CLAMP. 3 REQUIRED 1" IN TURF AREASt" IN EAS LABEL "MV" FOR ALL MASTER VALVES LABEL "AR" FOR ALL AIR RELIEF VALVES PVC SCH. 80 EXPANSION LOOP FINISH GRADE 2" IN SHRUB AREAS FINISH GRADE LABEL "VALVE STATION" FOR ALL CONTROLL VALVES NIPPLE & UNION. pvc sc.4o ELBOW� •� • PVC MALE ADAPTER 1" TURF AREAS '-a*- 12° n ° : • LEGEND -USE CARSON VALVE BOXES. FINISH GRADE 2" SHRUB AREAS 12" MAX. 1. 10" DIAMETER CIRCULAR VALVE BOX. SCHB NIPPLE 4 4 2. EDGE OF LAWN, WALK, FENCE, CURB, E. NIPPLE LENGTH AS TCSTREET OR 12" MAX REQUIRED NON -PERMEABLE 1z" 3. 14" x 19" RECTANGULAR VALVE BOX. PAVING ADJACENT 4. 20" x 30" RECTANGULAR VALVE BOX. TO STREET 12" MIN. 18" MIN. 3 NOTES LATERAL LINE, SIZE PER ° 0 oe°oeo0° 8 e °oa ° o° °,Q °0000 p ° a•po ° ° ,, °° DRAWINGS PVC SCH. 80 NIPPLE, SIZE °:00VI-bo° °o°o°o °° °do O�o ° ° sJ ° 000,o °o,000 °off 8 12" A. CENTER VALVE BOX OVER VALVE TO FACILITATE AND LENGTH AS REQUIRED PEA GRAVELTYPICAL TWO PLACES (MIN. 3 CU. 0 0 0 ,° 00 00 ° ° °° ° ¢ o° a° �O ° a SERVICING OF VALVE. PEA GRAVEL. o °o °� o°oo°� BRICK SUPPORTS ° °O ° o°oO$9°°�'O �° BRICK SUPPORTS 3 B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN 2 CUBIC FEET MIN. (THREE REQUIRED) REE UE RED MULCH COVER OR GROUNDCOVER/SHRUB AREAS - PVC SCH. 80 NIPPLE SCH40 90 DEGREE ELL PVC MALE ®R SET FLUSH WITH FINISH GRADE IN TURF AREAS. LENGTH . REQUIRED BRASS OR COPPER TYP. TWO P�� 12 TYP. lW0 PLACES. BRICK, ONE AT EACH NIPPLE &UNION C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND - PVC LATERAL LINE CORNER OF VALVE BOX 3 COVER/SHRUB AREA WHERE POSSIBLE -INSTALLANGLE TO SPECIFIED DEPTH PRESSURE SUPPLY LINE PRESSURE MAIN UNE IN TURF ONLY IF THERE IS NO ADJACENT GROUND- PVC SC. 40 PVC TEE (SXSXT) WiTH 45 -DEGREE ELBOWS (PVC) PEA GRAVEL OR ELBOW PRESSURE MAIN UNE WIRES. TAPE WIRES O ANGLE TO SPECIFIED (MIN. 2 CU.FI) COVER. STREET ELBOW G CONTROL AND COMMON DEPTH WITH 45 -DEGREE MAIN UNE SCH40 90 DEGREE PRESSURE LINE FITTING ELBOWS, SIZE PER 12 D. SET VALVE BOXES PARALLEL TO ONE ANOTHER PVC SC. 40 TO STREET ELL DRANRNGG, STREET ELBOW E��SCH. 40 iEE OR SCH40 90 DEGREE �� _ /1 AND PERPENDICULAR TO EDGE. PVC SCH. 40 ELBOW NOTES: STREET ELL NOTES "(\ /) NOTES: 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM 1. GATE VALVES 2 1E AND LARGER SHALL BE AWWA S HANEO AND E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE SCH80 HAVE A 2" CON OPERATING NUT IN UI OF BRASS HANDWHEEL BOXES TO PREVENT THEIR DEFORMATION COLLAPSE. T. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. STRUCTURES OR HARDSCAPE IN SHRUB AREAS. AND FLANGE CONNECTIONS IN LIEU OF UNIONS. / 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. #4 REBAR STAKE 36` LONG NIPPLE LENGTH AS 2. GATE VALVES S" AND LARGER SHALL HAVE TRANSIT ADAPTERS PLAN VIEW 2 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. REQUIRED 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX F. ALL BOXES TO BE PURPLE IN COLOR AND CORNERS. 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO NOTE: 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX OTHERWISE APPROVED 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD NOTE: CONTRACTOR TO USE PURPLE LIDS WHEN NON -POTABLE WATER 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL WATER SOURCE IS USED SEE PLAN USING SCHEDULE 80 NIPPLE. PIPING SIZE REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR 6 QUICK COUPLING VALVE 7� BALL/GATE VALVE 8 VALVE BOX INSTALLATION 9 HIGH POP-UP HEAD O 10 REMOTE CONTROL VALVE o V O PVC SCH 40 fu TOP OF MULCH PVC SCH 80 NIPPLE (TYPICAL City of FAntana LENGTH AS REQUIRED) 6 -INCH IN RD NVB VALVEBOX:BOX: 30 -INCH LINEAR LENGTH (PURPLE) OF WIRE, COILED AIR RELIEF VALVE KR: Irrigation Controller Standard RAIN BIRD ARV050 rtimunities Facilities :Districts WATER PROOF CONNECTION: AR VALVE KIT NOTE: For Co SEPARATELY SLEEVED AAIB SWEPT THROUGH RAIN BIRD �'LIOF 2) 1 SEPAENCLRAEDALL RPAO WITWIRES, EVE ANDSCH 40 RIGID THROUGH LL BE / ) O1 6" IRRIGATION BOX ENACT LOCATION OF CONTROLLER SHALL BE AGREED ALL SLEEVING SHALL BE A MINIMUM OF 18" BELOW (CFD) VALVE BOX WITH COVER UPON BY EDISON, CRT LANDSCAPE INSPECTOR AND 2 (PURPLE) CONTRACTOR. PRIOR TO ANY TRENCHING OR FINISHED GRADE. ALL SLEEVING IS A GRAPHIC REPRESENTATION RAINBIRD VB-JMB (PURPLE) WIRE PLACEMENT RRIG. OF A TYP. INSTALLATION. CONT. ID TAG: RAIN BIRD VO SERIES FINISH GRADE =III FINISH GRADE OR Toro Sentinel controller installed in an approved stainless steel. Edison meter box enclosure. TOP of MDI_c � � � � III III=III _ O -III III -III III -III MULCH WSIZE /A40RE8 RS AT SLAB 2" O.L. S" THICK 1 p FINISH GRADE � � � �'` � ' � In- IIIA Il III IIIA: „ 1= I- ]) Q3 1 /2 DRIP LATERAL ei GENERAL NOTES Contact Green Product Sales with the Yellowing numbers for The City of Fontana T` 3 III- LINECONTROLLER CARNET WHERE INDICATED meter/controller. _ _ I ✓:• I -III I =- PRWIDE SDOA METER AND SOA/2P MAIN C/9 MERE INDICATED LANDSCAPE DRIPLINE TUBING: [) ON DRAWINGS B' DIA. X 12' D. CONTROL ZONE KIT: 13" MIN. I - j FLUSH VALVE PRCODE RANO OARD WHERE INWGIED bN DRAWINGS. BOTTOMLESS GROUND WELL O SEE LEGEND FOR ASSEMBLY I I (SEE LEGEND FOR TYPE) T-� - 4 ION 3 WRH PARKWAY COVER. - 4 RAINBIRD MDCFPCAP/ PROVIDE IRRIGATON DRAWINGS. _ nu WITH PEA GRAVEL Fontana part #r for a 48. station controller -III- aaa �eF SBW48SS5U TERMINATE AT WCC ON MHANDHOu.RM PER SEE. COMPANY RED.CO. •':N I I MDCF COUP PRIORVERIFE%ACT CHINOOK TND TERMIN4TION RED. WTTN 5.0.E. CO. A" TMP REBARS 5/8 -DK X 10' DRIVEN GROUND �. PRIOR ID TRENCHING Model # IMPS -A16 -10K CONDUIT AND CONDUCTOR SIZE$. ARE EASED ON NONMETALLIC CONOOR - ROD PER ARTICLE 250-81 PVC LATERAL ° 9 ° 000 O5 PEA GRAVEL AND COPPER CONDUCTORS WITH ttPE 'RHN/THWN• msUTATON. V . T OF 1990 NEC Required iterns to be included with each Controller installed: PVC SCH 40 MALE ADAPTER I. W 12 -XB Toro Sentinel 12 station wireless output board, level 3 surge protection with PVC SCH 80 NIPPLE, CLOSE (1 OF 3) 00 00 0 0 0 0 O 0 0 0 0 010q � XB Spread Spectrum Radio PVC SCH 80 UNION FOR 0000000 000 0 C -I - BOARD DN CONTROL SERVICING ASSEMBLY ^ �^ �^ v _I In PROVIDE 20 AMP l ! I J I 1 I _ METER rnces z POLE WREAKER M 2. TK -3170 Kenwood hand held rcnnote w/ chai�eer set to City of Fontana frequency �.Q STREET FOR NEW PUMPS PVC MAINLINE PVC LATERAL PIPE 3 -INCH MINIMUM DEPTH OF l ) METER III WHERE APPLICABLE PUMP CONCRETE pTogramining 3 -INCH MINIMUM DEPTH OF STRONG Box SEE LEGEND 3/4 -INCH WASHED GRAVEL I 50 ^ SIGNAL aT"" /HOUNDING 3/4 -INCH WASHED GRAVEL I MODEL N0. SB- 2455/120V zP 120/240 POWER 3. After controller installation contact Green Product Sales to schedule inspection for 2 CIR BRICK (1 OF 4 D 3W - certification CONDUIT FOR Available through Imperial Sprinkler Services PVC SCH 80 NIPPLE 2 -INCH I L ] OR a N0 RAD I IN AVO" Primary Contact: LENGTH, HIDDEN) HIDDEN AND NOTE: 2 EXTRA I• CONDUCS Luis Muriel PVD SCH 4D ELL FINISHED GRADE PLACE ALL AIR RELIEF ASSEMBLY 1485 North Manassero St. Anaheim CA 92807 PVC SCH 40 TEE OR ELL A��TA�/ryeHIGHEST �SPOT IN THE FIELD FOR - oa •,;.;.; - EACH SYSTEM. SWEEP NDUIT FOR ELtS CONTROLLER WIRER GROUND FOR ELECfBPhone (714) 792-2920 IGAL D VIEW e"�NTs-- 5/A•L 16 Fax (714) 696-7545 1 CONTROL ZONE KIT 12 AIR RELIEF VALVE 13 FLUSH VALVE ASSEMBLY �olaorEssiaNN! /AP oYE Y: /� CITY OFFONTANA `qg cp1,00 SANapv FM; >, ITY ENGINEER 'GD PROFESSIONR! AP OVER pROi ESSID N. 51152 DATE IRRIGATION CONTROLLER CITY OF FONTANA REVIEW D BY: AL CITY OF FDNTANA * OGq( �i \yb ��1ep0 SANpp! i ! •G' s CIVIL REVIEWED BY: �s No. 51152 CITY ENGINEER DATE / sr "`�' TgrF Rf CALISgR�\p DATE OF LAST REVISION: 6-22-15. STA, PLAN N0. 5965 SHT 3 OF 3 IRRIGATION CONTROLLER No.5115a CITY ENGINEER DATE IRRIGATION CONTROLLER tI:tCARDO SANDOVAL RICARDO SANDOVAL. �-I * * 4 2 3 REVIEWED BY: SjAIF OF ICALIF�N\P DA6-22-15slgr CTRL �y, REVIEWED BY:. A1-,5 TE OF LAST REVISION: STD. PLAN N0. 5005 SNT 1 OF 3 NOF CA0 DATE OF LAST REVISION::22:1,STD. PLAN N°. 5805 SMT 2 OF 3 -III BACKFILL TRENCH - - 1-1I1-11 III III -_II=- 14 AUTOMATIC CONTROLLER PER SPECIFICATIONS - - I_) O =11 CONCRETE THRUST 1 ROOT WATERING SYSTEM: BLOCK, TYPICAL ® RAIN BIRD RWS-B-C-1401 (INCLUDES RETAINER, 36"(91.4 II �Ii1. -� MAINLINE PIPE- ■► III- CM) TUBE, 0.25 GPM (0,95 L/M) BUBBLER & INTEGRATED =1 CHECK VALVE, 4"(10,2 CM) PURPLE GRATE, VERSATILE F NOTES: 5 SWING ASSEMBLY WITH 1/2"(1.3 CM) M NPT INLET) -III=111- "-"I-III ALL CONCRETE USED IN THRUST BLOCKS SHALL BE O2 BUBBLER: RAIN BIRD 9401 0.25 GPM (0,95 L/M) (INCLUDED) "=11 III 470-C-2000. UNDISTURBED SOILVIII ® FINISH GRADE/TOP OF MULCH 2 1- - -111-1 SUPPLY LINES 2 1/2" IN DIAMETER AND LARGER ®4" (10,2 CM) LACKING GRATE (INCLUDED) g SHALL RECEIVE CONCRETE THRUST BLOCKING, p Q D 45 DEGREE ELL11 III III III III II -1 90 DEGREE ELL O5 12" (, CM) SWING ASSEMBLY (INCLUDED) 7 CONCRETE THRUST THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC 305 FT. OF CONCRETE. PIPE SHALL NOT BE ENCASED IN7 6 8 © 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) 11 BLOCK, TYPICAL CONCRETE. g O PVC SCH 40 TEE OR EL MAINLINE PIPE ALL MAINLINES SHALL BE INSTALLED AND TESTED a DVC OR POLYETHYLENE LATERAL PIPE 24"MIN. ACCORDING TO THE MANUFACTURER'S INSTALLATION ® " \ SPECIFICATIONS. O9 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID 36 I SPECIFICATIONS. ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE ° BASKET WEAVE CANISTER (INCLUDED) I_� UNDISTURBED SOIL ° oq 10 ;II BACKFILL TRENCH 10 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS I P_ 90 DEGREE ELL PER SPECIFICATIONS WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE1 t TREE LOCATION 7 SECTION VIEW -NTS USING BLACK PIPE TAPE. NOTES: CITY O F F O N T A N A 1. 4" (10,2 CM) GRATE IS ALSO AVAILABLE IN PURPLE (RWS-GRATE-P). 2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. Call Underground Service Alert 3. OPTIONAL SAND SOCK (RWS-SOCK) IS 34" (86,4 CM) IN LENGTH TO COVER MESH BASKET AREA. LANDSCAPE PLANS 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND ® at least 2 days AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION, AVN BY- VALLEY OAK PARK So " 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. AS SHOWN p p before you dig Know what'sbelow. DINIMNED ITR DATo 15 Cali before you Aly. THRUST BLOCKS 16 ROOT WATERING SYSTEM IRRIGATION DETAILS o clraan en wEa m eFFRIs MA 10 c'hy,' - Rcr su52 taw. TATE 5685 18 S I T IE S C A P IE S Landscape Architecture and Planning 3190 62 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 944-9370 (714) 210-3140 FAX FA �� VANDSDgAf y��`p�p L FOt Aq g9cy OF PC # LSPIC 17-0016 ®ATE 02/27/17 JOB # 16-033 L9 10 OF 18 U d �J U 00 )•� W5�9 J �J CC G ® r_9 ® H HH-�^�� :I--� 4 �� VANDSDgAf y��`p�p L FOt Aq g9cy OF PC # LSPIC 17-0016 ®ATE 02/27/17 JOB # 16-033 L9 10 OF 18