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HomeMy WebLinkAbout5074-5W O 00 N CJ1 U? fC D � Q z o m c� V1 n M o O i m D D 0 i D 4 0 z 0 W 0 r]. S iQ -------- NOTE.- ALL OTE:ALS,. POWER WIRES, GROUND ORES UC. SWIL BE CilyFontana NOTE: INSTALL BACKFLOW PREVENTER AS REQ. BY LOCAL CODES` SWEPT THROUGH ENCLOSED �'� WITH SACH 44 RIGID CONDUIT AND HEALTH DEPT. VERIFY LOCAL REQS. PROR TO INSTALLATION. ALL s NG s 1. BE A MINIMUM OF 180 BELOW cr ton, Controller Standard RAINBIRD ID TAG: NUMBERED EMOT MON a c�o� S sE �. E APPROVED VALVE BOX WION OY EDISON, carr LANOSCAPE: INSPECtOR FIINIS14ED CWF. ALL SLE NG to A GRAPHIC REPRESEWATION TO MATCH DRAWINGS ." •- CONTRACTOR PRIOR TO MY YR$RE 81140 OR OF A IYP, INSTALIAtION. ForCommunities Fsttsili Districts IRR REDUCED PRESSURE APPROVED GUARDSHACK ( ` ; REMOTE CONTROL VALVE VOW APPROVED WATERPROOF BACKFLOW PREVENTER ENCLOSURE (GREEN) CONNECTORS PVC SCH. 80 W/#4 RWAn AT o°. NIPPLE & UNION. EXPANSION LOOP BALL VALVE BRASS NIPPLES PVC sc.40 ELBOW ' (q " MIN. LENGTH) GE14F . Ott TM- PVC MALE ADAPTER 1 " TURF AREAS (2) TOTAL PROVIOE 100A AM AND SM/2P MR IMCATED FINISH GRADE 2" SHRUB AREAS } VERIFY W/ LOCAL Cal 0"Nas 8' ,.- x�. „ ,. &fit rC 4t E a Gf to # E! L en • n • t � ved ' s tr x BRASS Y -- } CODES E � �« PARKWAY AY COVER TG3rc� $l � controller installed � � apprO stainless steel Edison �� � STRAINER W / ( t �gy� ¢�gg�� OGA C& C41NEr ME 0 pp � c, Av enclosiaz > Vf4 1�tYl. .�" Si 'ti iha Yw .� V o•� �§! _ 60 MESH BRASS 90 ELL (TYP.) ItMWM 1clE3CISi'SOPI I1mLL R S;C.F- COWANY REO.. VEWY LOCAOR MD i'�FWINABON REQ, S,G.£. CO. � 8Alda. MONEL SCREEN � 70 4� /s X 4is N Guy Contact Aqua Flow with thefollowingnumbers for the Ci Fontana � 2" MAX. 3 ., R� T2SO- i i 00ROUtr AND CON0=#R ARE S SED ON NOtat CTALl£G 00NDUTT. & BRASS PLUG Mct► Mps-, >, . meter/controller. o BRASS UNION (TYP.) Fontana part # for a 36 station controller 18" MIN. 4" THICK ESB36-TJ2-MPEA16l0K-0B1-VRA lit } �a o CONCRETE PAD PVC LATERAL LINE ° �RRIcaT CONTTao€, � o ° t-`! �O A3,d9' j € M FACES ��� LEMWER ANGLE TO SPECIFIED DEPTH PEA GRAVEL° !( } 1 t M APP 11 Fontana ail for a 48 station co ro)Jer WITH 45 -DEGREE ELBOWS (MIN. 3 CU. FT.} w I I I r P s s { 4 b 12-M ' A (�-O -V SIZE PER DRAWINGS O ( [ � No BOX f A MODEL eke, S8- � �� � 2�3� FG }Available through AQUA FLO BRICK, ONE AT EACH a 120/240 I PVC SCH. 80 NIPPLE, CORNER OF VALVEBOX ~ °CONOUff O Primary Contact: LENGTH AS REQUIRED ® a : a �.. 4 ® ® i 1 int TYP. TWO PLACES. p Corey Raden (craden aquaflb.com) CONTROL AND COMMON WIRES. TAPE WIRES TO ( Phone (661) 257-0909 PRESSURE MAIN LINE MAIN LINE j : d I =� 3 { I I I I (� Fax (661) 257-9500 "` " , •, ' PVC SCH. 40 TEE OR 4 aE11111111� I (I I ELLS %.FOR D Ct t t SeC°tJnda ContaCtS: ELBOW III)NIS • 4 -Q -8 •° • . , ESD WIRES Renee Er enbach (rerlenbach@aquafla.com) . .-_#. I Greg Fay (gfay@a aquaflo.com) N® INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM e, >�'I�}���1 I STRUCTURES OR HARDSCAPE IN SHRUB AREAS. 12 X12X 12 CONCRETE Sharon Fay Allen - President - Aqua -Flt} Supply 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. THRUST BLOCK (805) 967-1938 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. FROM P.O.C. PVC MAINLINE 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO _.H•... DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC MESS# , CITY OF FONTANA REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL ��� s�� CITY OF I=ONTANA � � APP o �. �t�s ,�--a.. i� 0 TAiA, ' A'P ROVE Y' AP OVED ITY O F N VALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR OR METAL TO PVC MALE PIPE THREADS ��.�"� �� ,�,�� �° PIPING SIZE. CITY ENGINEER DATA IRRIGATION CONTROLLER No. 1152 � CITY ELGIN ER A IRRIGATION CONTROLLER -� =� T Inca. s1 2 RIC�ARDO SANDO iP � i s NDOVAL �. s,�s� CITY ENGINEER DAT E IRRIGATION CONTROLLER Exp, 91305 EXP. 05 Cis e iREVIE D BY: L REVIEWED BY. . y �� � � � ����� � � REVIEWED BY: � AP OTIw OF LAST REVISION: FSTD. ILA i91G, tl r1T G DATE oP LAST STD, ALAN. $tit1 SIIT 2 I R �"�� c��.�� oAT oP sT Ri'�ISI{��ult STS}, PSN No. 005 wT 3 Cr 0 IL -"IL VALVE rffim 3 REM,,%, th k..uNTRf 1 R E ki, E R ES" S' 4 U R E - 1311, F 2 AUTUMI'Vilu VALVE BOX LABELING NOTE: APPROVED VALVE BOX QUICK COUPLING VALVE. APPROVED VALVE BOX HEAT BRAND ALL VALVE BOX COVERS IN 2 HIGH LETTERS TOP OF VALVE SHALL BE GATE VALVE PER EQUIPMENT LOCATED WITHIN VALVE BOXES. 2 BELOW VALVE BOX COVER LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES 1" IN LAWN AREAS LABEL "QCV-' FOR ALL QUICK COUPLING VALVES LABEL "FV" FOR ALL FLUSH VALVES FINISH GRADE 1/2- STAINLESS STEEL FINISH GRADE 2w POINTE„ s► LABEL MV FOR ALL MASTER VALVES LABEL AR FOR ALL AIR RELIEF VALVES HOSE CLAMP. 3 REQUIRED 1" IN TURF AREAS LABEL "VALVE STATION" FOR ALL CONTROLL VALVES AS REQUIRED FINISH GRADE 2" IN SHRUB AREASi - 1 111111 12" 12" MAX. HARDSCAPING(SEE NOTE 4) 6" MIN. WT LEGEND - USE CARSON VALVE BOXES. 1. 10 DIAMETER CIRCULAR VALVE BOX.4 °� ®�, ° BRASS OR COPPER V"',.4 a oe a° „ 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. !TT�� / , // / , ����' / , ��' 18" MIN. NIPPLE LENGTH AS / , / / , / , REQUIRED 3. 14" x 19" RECTANGULAR VALVE BOX. I III I ( III III= 12 4. 20" x 30" RECTANGULAR VALVE BOX. I I I I NON PRESSURE 3 = - CLEAN BACKFILL -SEE LATERAL LINE a o a� o NOTES : - SPECS. FOR MATERIAL. ° Q0040 oDaOL� a0 �S - O ° o a V 0000{�4 04Q�Q�p °O °0 12 $ I I (I 9O% COMPACTION REQUIRED °aQQ b04C.4a 4 °a 4 y�o o ° 0 C� tT"o o pr} a�} o o a 0 d CLEAN BACKFILL a °00 �p a °°q� ° �a ° o G7 COQ°oa o o°fl Q a°4 °00° A. CENTER VALVE BOX OVER VALVE TO FACILITATE N =III I (= a 4 p 4 BRICK sUPP®RTS SERVICING OF VALVE. PEA GRAVEL. b 0 C3 4 0 ° ° o ° BRICK SUPPORTS THREE REQUIRED I I (( PROVIDE 6" MIN. OF SAND ` -- °' •• - ' - - r ° ' - 2CUBIC FEET MIN. {THREE REQUIRED} PVC MALE ADAPTOR B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN _III ........ . . ..... . BEDDING AND SHADDING -- - • ......... _ - BRASS OR COPPER TYP. Two PLACES MULCH COVER OR GROUNDCOVER/SHRUB AREAS - BRASS 90 DEGREE ELL NIPPLE & UNION M ( I »- I ( CONTROL WIRE SLEEVE - 12 SET FLUSH WITH FINISH GRADE IN TURF AREAS. _) I I .--.-----•-.-•-- ••••--.•6.-.��'°'.•.-.'.'--.: I T) � SIZE PER PLAN INSTALL -•-� -- - ADJACENT TO PRESSURE CONTROL WIRES PRESSURE MAIN LINE PEA GRAVEL C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND-- _) I I I ...... :: : (I I- SUPPLY LINE MIN. 2" OF CLEAN EARTH PRESSURE SUPPLY LINE ANGLE TO SPECIFIED (MIN. 2 cu.FT> 3 COVER/SHRUB AREA WHERE POSSIBLE - INSTALL I III I I I I PRESSURE SUPPLY LINE DEPTH WITH 45 -DEGREE IN TURF ONLY IF THERE IS NO ADJACENT GROUND- ELBOWS, SIZE PER...... �I I ( I . .. = PRESSURE SUPPLY LINE 12 -_. � DRAWINGS. 11 - - - SLEEVE - SIZE TWICE NOTES: BRASS 90 DEGREE PRESSURE LINE FITTING I III I ( I SUPDIAMETER LY RUOF NE PRESSURE 1 ° BELOWSHALL PAVED BE INSTALLED ABOVEMINIMUM OF 6" AND BELOW PIPING. ERF CLEAN FILL SAND STREET LL BRASS 90 DEGREE 1N©TGATE VALVES 2 1/2" AND LARGER SHALL BE AWWA APPROVED AND 1 D. SET VALVE BOXES PARALLEL TO ONE ANOTHER I I III- 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" STREET ELL HAVE A 2 SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEEL AND PERPENDICULAR TO EDGE. (� I (I I -III III III III NON -PRESSURE LATERAL AND LARGER. AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10' HORIZONTAL „ I LINE SLEEVE -SIZE TWICE 2. GATE VALVES 8 AND LARGER SHALL HAVE TRANSIT ADAPTERS. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE I ( I I SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. BRASS OR COPPER DIAMETER OF NON --PRESSURE 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE " NIPPLE LENGTH AS 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS PLAN VIEW 2 BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. LATERAL LINE MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE 4 REBAR STAKE 36 LONG REQUIRED OTHERWISE APPROVED NOTE: NOTE: NOTES: PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 1. ALL SLEEVES TO BE SCH 40 PVC. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. CONTRACTOR TO USE TAN LIDS WHEN LOCATED WITHIN AREAS COVERED 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. CRUSHED ROCK OR DECOMPOSED GRANITE. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY BY FRACTURED /CRUSHED STANDARDS. (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW HARDSCAPE SURFACE. .1. F 4 QUICK C'UUrr"'LING-4 VALVE 5 _1w:3`ALL/GA'w VALVE 6 VAL V Ux ITN_ S A L L A 1"Ro N r 7 "Y"ICAL SLEE'VING "m Y`*AICAL 'Iff"'RENC41-11-ING Calculations Establishment I rri ation Schedule Tors Vista Drive _ _ _ _ _ _ _ 9 Fontana California 'i LIC RAAVIhAI IIIA A001 ICM 1A1A-rE:0 Al 1 f"MAIAKit`C fhAAXA[A1 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/6" FROM ENDS -- ' nnual usingABI881Formula: 9 `gallons b o �o po 0 TWIST TOGETHER. bnp a° (>.6,00 ° °oc°voo°oo°°° 3. PUT CRIMP SLEEVE OVER WIRE ENDS -- CRIMP AND CUT OFF EXCESS WIRE. BRICK, ONE AT EACH PEA GRAVEL 4. APPLY SEALER TO OUTSIDE OF SEALING CORNER OF VALVE BOX (MIN. 3 CU. FT.) SIZE AS RE Q UIRED 56.40 TERRA 840 90% V APPRO ED WATERPROOF VISTA 6 5 BRASS OR COPPER CONNECTORS DRIVE STEP 3 NIPPLE & UNION 47 867 46,818 _ Established Irrl ation Schedule -. _, _ _.. ,- • � i PVC MALE ADAPTER EXPANSION LOOP 505 Uj TYP. 2 (TWO) PLACES 1" IN TURF AREAS U� FINISH GRADE 2" IN SHRUB AREAS • t SIERRA AVENUE STEP 4 7 8 >, 12 MAx. 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/6" FROM ENDS -- ' nnual usingABI881Formula: 9 `gallons b o �o po 0 TWIST TOGETHER. bnp a° (>.6,00 ° °oc°voo°oo°°° 3. PUT CRIMP SLEEVE OVER WIRE ENDS -- CRIMP AND CUT OFF EXCESS WIRE. BRICK, ONE AT EACH PEA GRAVEL 4. APPLY SEALER TO OUTSIDE OF SEALING CORNER OF VALVE BOX (MIN. 3 CU. FT.) O 56.40 0.5 840 90% t lam. �t lR✓li MinutesperCycle w C5 C6 56.40 56.40 0.8 0.5 1 540 2,410 90% 90°l0 47 867 46,818 _ Established Irrl ation Schedule -. _, _ _.. ,- • � i I ri • C7 56.40 0.5 26 90°l° 505 Uj U� + • t 1MM111M. • • • i s y �I�E�©�oIIs�I��®��®I��]■�I�ti�tl01 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/6" FROM ENDS -- ' nnual usingABI881Formula: 9 `gallons b o �o po 0 TWIST TOGETHER. bnp a° (>.6,00 ° °oc°voo°oo°°° 3. PUT CRIMP SLEEVE OVER WIRE ENDS -- CRIMP AND CUT OFF EXCESS WIRE. BRICK, ONE AT EACH PEA GRAVEL 4. APPLY SEALER TO OUTSIDE OF SEALING CORNER OF VALVE BOX (MIN. 3 CU. FT.) O 56.40 0.5 840 90% t lam. �t lR✓li MinutesperCycle w C5 C6 56.40 56.40 0.8 0.5 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/6" FROM ENDS -- ' nnual usingABI881Formula: 9 `gallons b o �o po 0 TWIST TOGETHER. bnp a° (>.6,00 ° °oc°voo°oo°°° 3. PUT CRIMP SLEEVE OVER WIRE ENDS -- CRIMP AND CUT OFF EXCESS WIRE. BRICK, ONE AT EACH PEA GRAVEL 4. APPLY SEALER TO OUTSIDE OF SEALING CORNER OF VALVE BOX (MIN. 3 CU. FT.) C4 56.40 0.5 840 90% 6,318 MinutesperCycle w C5 C6 56.40 56.40 0.8 0.5 1 540 2,410 90% 90°l0 47 867 46,818 _ Established Irrl ation Schedule -. _, _ _.. ,- • � i I ri • C7 56.40 0.5 26 90°l° 505 Uj U� + • t 1MM111M. Ell �I�E�©�oIIs�I��®��®I��]■�I�ti�tl01 1111111111M11 M1�11111=1111111 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/6" FROM ENDS -- ' nnual usingABI881Formula: 9 `gallons b o �o po 0 TWIST TOGETHER. bnp a° (>.6,00 ° °oc°voo°oo°°° 3. PUT CRIMP SLEEVE OVER WIRE ENDS -- CRIMP AND CUT OFF EXCESS WIRE. BRICK, ONE AT EACH PEA GRAVEL 4. APPLY SEALER TO OUTSIDE OF SEALING CORNER OF VALVE BOX (MIN. 3 CU. FT.) C4 56.40 0.5 840 90% 6,318 MinutesperCycle w C5 C6 56.40 56.40 0.8 0.5 1 540 2,410 90% 90°l0 47 867 46,818 _ Established Irrl ation Schedule -. _, _ _.. ,- • � i I ri • C7 56.40 0.5 26 90°l° 505 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/6" FROM ENDS -- ' nnual usingABI881Formula: 9 `gallons b o �o po 0 TWIST TOGETHER. bnp a° (>.6,00 ° °oc°voo°oo°°° 3. PUT CRIMP SLEEVE OVER WIRE ENDS -- CRIMP AND CUT OFF EXCESS WIRE. BRICK, ONE AT EACH PEA GRAVEL 4. APPLY SEALER TO OUTSIDE OF SEALING CORNER OF VALVE BOX (MIN. 3 CU. FT.) • • 1. �: • i f � • MinutesperCycle w a c� ca s , • 1 � r �0� + 00 � • � i I ri • Uj 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/6" FROM ENDS -- ' nnual usingABI881Formula: 9 `gallons b o �o po 0 TWIST TOGETHER. bnp a° (>.6,00 ° °oc°voo°oo°°° 3. PUT CRIMP SLEEVE OVER WIRE ENDS -- CRIMP AND CUT OFF EXCESS WIRE. BRICK, ONE AT EACH PEA GRAVEL 4. APPLY SEALER TO OUTSIDE OF SEALING CORNER OF VALVE BOX (MIN. 3 CU. FT.) PLUG - FILL CAVITY WITH SEALER. PRESSURE MAIN LINE 5. PULL BASE SOCKET OVER CRIMPED CON- ANGLE TO SPECIFIED CONTROL AND COMMON NOTE; DEPTH WITH 45 -DEGREE WIRES. TAPE WIRES TO VECTION AS FAR AS POSSIBLE. ELBOWS, SIZE PER MAIN LINE FOR THE ESTABLISHMENT PERIOD, THE CONTRACTOR IS TO SELECT THE APPROPRIATE 6. PUSH SEALING PLUG INTO BASE SOCKET. DRAWINGS" 90 DAY PERIOD (I.E. MAY.JUNE,JULY) FROM THE ANNUAL SCHEDULE PROVIDED 7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF NOTES: CONNECTION. 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 8. RAIN BIRD "SNAP -- TI TE" WIRE CONNECTOR 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES, 3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO OR APPROVED EQUAL. DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE 4, MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH FLANGED CONNECTIONS IN LIEU OF UNIONS. "k I T" A` F F 00"' Nkm T A N A LANDSCAPE PLANS 9 Call Underground Service Alert ORN01 IV: TERRA VISTA DRIVE STREETSCAl'E ASSHOWN at least 2 days (STA. 10 + 60.00 15 + 00.00) before you dig DMGNED BY: I GAT E LS, DWTE: .TLA E --w y S I/- N Know what's below. 9 WIRE UUNNEC lu IRRIGA IN ALCULATION" & 'Cliff"'ULE'SN Call bGiar® you d .mAS,I' R' VALVE CHECKED BY,�w .�s hu D"' Na.: 5 &IFt`i R.C. 5'4152 EXP. DATE i 0 t .s MinutesperCycle w a c� ca s , �0� + 00 � .a Uj U� + • t PLUG - FILL CAVITY WITH SEALER. PRESSURE MAIN LINE 5. PULL BASE SOCKET OVER CRIMPED CON- ANGLE TO SPECIFIED CONTROL AND COMMON NOTE; DEPTH WITH 45 -DEGREE WIRES. TAPE WIRES TO VECTION AS FAR AS POSSIBLE. ELBOWS, SIZE PER MAIN LINE FOR THE ESTABLISHMENT PERIOD, THE CONTRACTOR IS TO SELECT THE APPROPRIATE 6. PUSH SEALING PLUG INTO BASE SOCKET. DRAWINGS" 90 DAY PERIOD (I.E. MAY.JUNE,JULY) FROM THE ANNUAL SCHEDULE PROVIDED 7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF NOTES: CONNECTION. 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 8. RAIN BIRD "SNAP -- TI TE" WIRE CONNECTOR 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES, 3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO OR APPROVED EQUAL. DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE 4, MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH FLANGED CONNECTIONS IN LIEU OF UNIONS. "k I T" A` F F 00"' Nkm T A N A LANDSCAPE PLANS 9 Call Underground Service Alert ORN01 IV: TERRA VISTA DRIVE STREETSCAl'E ASSHOWN at least 2 days (STA. 10 + 60.00 15 + 00.00) before you dig DMGNED BY: I GAT E LS, DWTE: .TLA E --w y S I/- N Know what's below. 9 WIRE UUNNEC lu IRRIGA IN ALCULATION" & 'Cliff"'ULE'SN Call bGiar® you d .mAS,I' R' VALVE CHECKED BY,�w .�s hu D"' Na.: 5 &IFt`i R.C. 5'4152 EXP. DATE i 0 F,® VOkOSCApe pOey.4 2782 mss, ar - E I -117i-11 Cq:1' DATE 09-23-13 I t .s +Mr w a c� ca s , �0� + 00 � .a Uj U� + t F,® VOkOSCApe pOey.4 2782 mss, ar - E I -117i-11 Cq:1' DATE 09-23-13 I t .s +Mr w a s , • .a F,® VOkOSCApe pOey.4 2782 mss, ar - E I -117i-11 Cq:1' DATE 09-23-13 I .a t F,® VOkOSCApe pOey.4 2782 mss, ar - E I -117i-11 Cq:1' DATE 09-23-13 I