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SET CONTROLLER sa" ABOVE CONTROLLER, SEE SCHEDULE FINISHED GRADE UNLESS RECTANGULAR CONCRETE BOX WITH CONC. LID. SECURE LID WITH OTHERWISE NOTED. FLOW SENSOR, SEE st, DIA. STAINLESS STEEL MACHINE BOLT AS COORDINATED WITH 10"X15" RECTANGULAR Box WITH CONTROLLER AS SPECIFIED. SCHEDULE BOX MANUFACTURE. TOP OF LID SHALL BE STENCILED WHITE: s" EXTENSION. , 5865 Owens Drive POURED IN-PLACE CONCRETE, SECURELY BOLT CONTROLLER WATERPROOF ELECTRICAL "RCMV" 120 LBS. MINIMUM, TYPICAL. Pleasanton, CA 94588 TO WALL. INSTALL BACKUP 925-251-7200 GROUND As PER REQUIRED. CONNECTORS (TYP) }MASTER �— VALVE, SEE SCHEDULE SET Box FLUSH SPECIFICATIONS. L I L 11TO GRADE. 1 SCH. 80 THREADED UNION _ — ISOLATION BALL VALVE -- BALL VALVE - 1/2" DIAMETER RIGID FINISH GRADE _ _ AS SPECIFIED, SAME -III=III=1 F-, STEEL CONDUIT FOR COMMON BRICK, EACH CORNER SIZE AS MAIN LINE. 11 -1 I I I I 1=1 I I—I I I II I` I I�7 1111=1 1- - Store # 1045100 110 VAC ELECTRICAL 1 1/2" DIAMETER RIGID III , ,I I I 111 I I I II I I SOURCE. INSTALL AS STEEL CONDUIT FOR z SCHEDULE 80 II-III PER LOCAL ELECTRICAL RCV WIRES. PVC MAINLINE WITH 45 DEGREE-ELBOWS THREADED NIPPLE 45 DEG. ELBOW. TEE 90 DEG. ELBOW. STOCKTON, CA CODES. AS REQUIRED. of RECYCLED WATER TAG (if ADAPTER. PLAN VIEW FOR N FINISHED GRADE. using recycled water) PVC MAIN UNE. =I f _ _ SII,I�II'�III�I�III1 TEKIN ASSOCIATES - — - - . - _ _ UTILITY BOX. 1 =III=1 I I I—I 11=1 11=1 11-11 l-1 I -1 I,III -1 .;III 1=1 I I�I 1=111- FINISHED GRADE. I I>I 11 I- FLOW o 000 - �I I I-I -III; -III 00 LONG SWEEP ELL. _ - _- I o00 II NOTE* INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10X PIPE DIA. 4" DEEP PEA GRAVEL USE PVC SCH. 4a STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE MIN. 4" DEPTH 4" WASHED GRAVEL GRAVEL DRAIN ROCK BASE BELOW GRADE. LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. Q ELEvEn IF TWO WIRE SYSTEM - CONNECT PER SECTION VIEW END OF LINE. CAPPED LINE. WALL MOUNT CONTROLLER VALVE AND FLOW SENSOR ASSEMBLY MANUFACTURE'S SPECIFICATIONS AND DETAILS. TRUE UNION BALL ISOLATION VALVE THRUST BLOCKING 1 a�M�ASTER 3 41P-ST1-031 112" = V-0" P-NA2-19 1 1/2"= V-0" P-NA2-02 NOT TO SCALE P-NA2-07 FINISH GRADE 1811 LOOP CONTROL WIRE TYPICAL PREFERRED LAYOUT. CONTRACTOR TO DETERMINE BEST / MOST EFFICIENT KIER & WRIGHT LAYOUT BASED ON AREA SHAPE AND FIELD CONDITIONS. SEE PRODUCT / K 1=111 1 " SCH 80 UNION MANUFACTURE SUGGESTED LAYOUT / CONNECTIONS FOR VARIOUS SITUATIONS. CIVIL ENGINEERS & SURVEYORS, INC. —1 11= 2850 Collier Canyon Road Phone (92S) 245-8788 CLEAN BACKFILL LOCKING GRATE KI Compact to 90% Livermore, California 94551 Fax (925) 245-8796 II 11 I I� VALVE TAG FINISH GRADE/TOP OF MULCH - - - MANUAL FLUSH VALVE :E N PLUMBED TO PVC OR POLY TYP =1 III= LATERALS 1. IN BUBBLER PER SCHEDULE I ( ) Mir: - MAINLINE VALVE 1. INSTALL PRODUCT SO THATI J� III BALL VALVE THE GRATE IS EVEN WITH O FINISH GRADE/TOP OF MULCH FINISH GRADE OR TOP OF CHECK VALVE I I PVC OR POLY EXHAUST HEADER MULCH. O VALVE BOX WITH COVER 2. LOCATED AROUND THE EDGE O 30-INCH LINEAR I� LENGTH OF I LANDSCAPE ARCHITECTURE =1 11 I II VALVE BOX OF ROOT BALL ON NEW 4 DIA. X 36 LONG 1 2 3 4 5 s 7 s 9 10 I 943 Reserve Drive, suite 100 4 WATERPROOF CONNECTION: I PERIMETER LATERALS III I=1 PLANTS. FOR EXISTING RIGID BASKET WEAVE " Roseville, California 95678 1= 2" ABOVE GRADE IN PLANTS PLACE BETWEEN O 1-INCH GALL VALVE I 6 FROM EDGE T 916 782 86B8 III = CLEAN BEDDING DRIP LINE AND TRUNK. CANISTER ID Tac AIR RELIEF VALVE PER DETAIL AND SHRUB AREA \ 6 —I 3. WHEN INSTALLING 14V /f� 4 MANUFACTURE'S RECOMMENDATION 11 I I III-11 I EXTREMELY HARD OR CLAY OPTIONAL SAND SOCK IN 1 O7 REMOTE CONTROL VALVE =11 i=1 I I I I III=111=1 I - 3" MIN. I SOILS,ADD 4"GRAVEL 8 PRESSURE REGULATING QUICK I I START CONNECTION DSCgpF 4" SEPARATION i— UNDER AND AROUND THE SANDY SOILS O CHECK BASKET FILTER I AR iell UNIT TO ALLOW FASTER O UNION CONNECTOR SCH 40 PVC SLEEVE UNDER CONCRETE WALK PAVING WATER INFILTRATION AND SWING PIPE ASSEMBLY 12 10 LATERAL PIPE I DRIP VALVE ASSEMBLY ROOT PENETRATION, SECTION, PLANTING AREAS 4. ONCE PRODUCT HAS BEEN 11 A SCH UNIPPLE (LENGTH INSTALLED FILL THE BASKET I I 1 As REQUIRED) I I • SUPPLY LINE I I 1 WITH PEA GRAVEL BEFORE >> 12 PVC SCH 40 ELL l I PVC OR POLY SUPPLY HEADER Signature N 1 . ALL PIPE &/OR SLEEVES TO GO UNDER SIDEWALK PAVEMENT TO - ��} 1 ° _ LOCKING LID. �v O QD 13 PVC SCH 80 NIPPLE (2-INCH I * BE INSTALLED PRIOR TO PAVING BEING INSTALLED. pp 00° ° ° ° ° 0 C) Dodo o O oo O LENGTH. HIDDEN) AND PVC I S Renewal Dote 2. INSTALL LOCATOR WIRE ALONGSIDE MAINLINE WHERE THERE IS NO o0 0 0 ��00�g° LEVELING BRICK 1 SCH 40 ELL I AREA PERIMETER TAT 11/15 20 ° 0Ozp' ° °° 14 PVC SCH 40 TEE OR ELL I F OFF' CONTROL WIRE. n ° ° �� SUPPLY LINE _ 15 MAINLINE PIPE 0� O� o O�A�QOd� O O O - 00o ° ° I DRIPLINE PER SCHEDULE. 3. SEE CALTRANS STANDARD PLANS FOR IRRIGATION CROSSOVERS °� I STAKE (GALV. J-WIRE) 3' W0 PVC MAINLINE g OOo 18 3-INCH MINIMUM DEPTH OF ON CENTER MAXIMUM AND CONDUIT DETAILS BELOW STREET PAVING. °0 Og ° ° O O 00 �O O ° ° ° p ° 4 � 3/4-fNCH WASHED GRAVEL I ° � 0� ^ ^ Q PVC SCH 80 NIPPLE, CLOSE a l I 00 OC rb o o aq�00c��ab o 00� 000 ( 0 4- START 6" DEPTH 4" SIZED WASHED 13 14 15 9 16 17 L H 1.1J ADAPTERONNECTION MALE GRAVEL DRAIN ROCK n1F 5 IRRIGATION PIPE TRENCHING REMOTE CONTROL VALVE WITH UNION -7 DEEP ROOT WATERING ASSEMBLY 8 DRIP VALVE KIT 9 DRIPLINE CENTER FEED LAYOUT NOT TO SCALE P-ST1-22 NOT TO SCALE 314"= 1'-0" P-NA2-04 NOT TO SCALE NOT TO SCALE 6 5 / WITH BOLT VALVE BOX. DOWNLID. Q 4 " "QVC" STENCILED ON LID LL Q 1 1" QCV ¢ T Q FINISH GRADE SET BOX FLUSH WITH F.G. IN TURF, 2" ABOVE F.G. MAX � 12" Z � 1O EASY FIT COMPRESSION TEE IN SHRUB AREAS VALVE BOX SEE CONCETE s" MIN. � z SEE SPECS. O SUB—SURFACE DRIPLINE 6" ROUND SPECS PAVING I I VALVE BOX LINE FLUSHING } 1 �► FINISHED GRADE. 1 N 1 2 3 4 VALVE TL050MFV-1 CURB I � =1 I=1 I I= M=111=111= INLINE DRIP EMITTER AIR VACUUM RELIEF �I=111=1�1=11 f 1= _ = f —I 1 1E] I—I I I I I I=1 I h— ��r�� w%�%�%�%�f��%� ��' VALVE PVC REDUCER ZPVC LATERAL -III=III=I �� /%�/%��%� TIE DOWN STAKE T ADAPTER (OR EXHAUST HEADER) 1--111 QUICK COUPLING VALVE AS 3/4"M x 112"F S x 1/2" FPT 000 0 SPECIFIED. C5 TOP NATIVE SOIL FILL (SIZE AS REQ D) o ° TWO STAINLESS - GALV. NIPPLE, LENGTH AS REQ. REDUCTION I I I BRICK SUPPORTS � STEEL CLOMPS. / 6" DEEP LAYER OF 3/4" 6a MULCH - SEE PLANTING PLAN (THREE) ,oU ) o CRUSHED ROCK. NOTES: 180 2-WAY ADAPTER o4fl °o I 3/4" GRAVEL SUMP o 1 . PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN TEE (1 CUBIC FOOT) �J, U0�0V "-' NI PVC SCHEDULE 80 LOAM, AND FIVE FEET IN CLAY. BRICK SUPPORTS � j0@500ta�o o °�°4°�°�°� 1/2" x 36" GALV NIPPLE. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR (THREE) a o a 0 00+ STEEL PIPE. ELBOWS, USE TIE—DOWN STAKES ON EACH LEG OF THE CHANGE OF ,� njojoo of I 3 DEPTH, 314 n O DIRECTION. CRUSHED GRAVEL n ELLS. PVC SCH $0 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE NIPPSCHEDULE 80 SUMP NIPPLE. DOWN STAKES. INLINE TUBING 1 O BELOW SURFACE IN-LINE DRIP IRRIGATION 1 AIR RELIEF VALVE 12 END LINE FLUSH DETAIL - DRIP 13 QUICK COUPLING VALVE NOT TO SCALE 1"= 1" P-NA2-10 1 112" = V-0" P-NA2-01 REVISIONS 11 . 15 .2019 IRRIGATION DETAILS SUBMITTAL 1 ST SHEET JOB NO, 11190227 DRAWN SAR L501 CHECK SAR