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Home My WebLink About3460-41\10, I t Z m-..mmmmmmmm6- H6 � Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Poihamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX NO. REVISION A T.46c&9.0 00A1wI5 O + WW O U WU v � MSH o �Z O z w F� O rT� O H H O O 04 w CHK BOX TO BE PLACED AT RIGHT ANGLE T to' PLASTIC ROUND APPROVED VALVE Bo of 8 OF 14 HARDSCAPE EDGE w/ VALVE # ETCHED IN LID V 1 WW WHITE W/STRIPE WIRES 12"X18" PLASTIC BOX AND COVER WITH FINISH GRADE GATE VALVE (COMMON) LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24" 1" IN LAWN AREAS T-PLETR—TER AREAS BLUE WATERPROOF WIRE CONNECTION - 12 "OR HARDSCAPE 4-y �m WATERPROOF ALL CHRISTY'S I.D TAG (STANDARD) A8 NOTED WIRE CONNECTIONS SECURE TO SOLENOID PIGTAIL 12" MAXIII�" AS PER STD. FINISHED GRADE C FINISH GRAD 3/4" a b RED r d Q 6" MIN. FROM HARDSCAPES YELLOW MASTER CONTROL _ VALVE TTWJ WD �— 12 "MAX TOP W1211 FLOW SENSOR DIAMETER SAME SIZE Or- VALVE j PVC LINE PIPE oQo °Oe p °o°�°�ea°� III -III -III III=1 NON -PRESSURE LATERAL LINE 1=III=III=11 II AS FLOW METER SIZE 1 - PRESSURE f— 0 000° oo °° 83'6 0 9 BRICK SUPPORTS =-III= �� 18 MIN � INE FITTING UNION CONNECTION THREE REQUIRED E �=III=III=1 11=III=III- LATERAL LINE _ _ -III=III III— —III—I I I1 �IKAANCE �' ,� d b� •' " ' '>� �: • op; -- PEA GRAVEL s o (MiN.3 CU. FT.) PVC MALE ADAPTOR BRASS OR COPPER TYP. TWO PLACES =- -III-III -III DOWNSTREAM o ee PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR NIPPLE & UNION 1=III=11 1=III- PRESSURE SUPPLY LINE 5X DIAMETER OF FLOW METER SIZE PVC ELBOW (TYP. 2 PLACES) PRESSURE MAIN LINE PEA GRAVEL -III=11I III=1I I CONTROL WIRES PVC LINE PIPE ANGLE TO SPECIFIED (MIN. 2 CU.FT) DEPTH WITH 45 -DEGREE 1=III=11 III=III= 1III=III i ttt CLEAN BACKFILL MINIMUM DISTANCE UPSTREAM COMMON WIR PVC SUPPLY LINE FITTINGS(SXSXS) ELBOWS, GS SIZE PER _ I- 10X DIAMETER OF FLOW -III -III III=1111 METER SIZE CONTROL WIRE-/ I—III—I I III—I 11= -III=III- III=11[ NOTES: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED NOTES: 1. GATE VALVES 2 1/2" AND LARGER SHALL BE AWWA APPROVED AND 1=111=111=1 I =1 I I=1 I I I I MI 11=1 11=1 11=1 I I= I 11 I -111=I I I=III I I MEI I I -I I MI MIII-I I I= 14 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS HANDwHEEL AND FLANGE CONNECTIONS IN LIEU UNIONS. 1—I I —III -1 I III —1I I -1I I—I I1=1I1= 3 FT. APART. LL 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS. -111=1 '-III—I i I i 1=1 t=1I i=I I 1=i i 1=i i=i t= 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 3. PLACE PEA TO INSTALLATION OF 4. GATE VALVE SH LLL BEI NSTALLED IN SHRUB AREAS VALVE UNLESS 4. ONE VALVE PER VALVE BOX OTHERWISE APPROVED FLOW METER TYP. BRASS REMOTE CONTROL VALVE GATE VALVE 1611 MIN. WALK OR CURB FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO QUICK COUPLER VALVE LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE POP-UP SHRUB HEAD 10" VALVE BOX MARKED W/ 2" INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER " 12 „ 1 1/2 LETTERS READING Q.C. 12" MIN. FROM HARDSCAPE MATERIALS OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. FINISH GRADE FINISH GRADE � d L ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. • - =III=1I 1=1I 1=1 I 1=1I 1=1 I1=1 I1=111= I 1=1I 1=1 I1=1 1=111=1I I— — — — = = INSTALL ALL PVC PIPE WITH LABEL UP. I A. a•' o' — III—III—III—III—III—III—III—I i I—III—III—III—III—III 11=1 11=1 11=III=III=I 11=1 11=1 I I=1 11=III= I71 I I—I I I—I I i—III—III—I 11—i I I—I 11-1 I I= I—III—III—III—I I I—I 11=1 I I—I I I—I I I—I I I—I — III I_II—1 i l—II I—i I I—I 11=111=1 I I=1 I I=111=1 i (- SNAKE ALL PIPES IN TRENCH. =III=III=III=I I= III III -III --, 1 I I I I 1==1=t RAVEL 6MINPEA=GRAVELI III= BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE 2 x 4 RWD OR BRICK SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 dEGREE =III= =III= BRASS STREET ELL TYP. RASS NIPPLE 6" MIN CHANGES IN DIRECTION. SCH 80 PVC NIPPLE PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 THREADED BOTH ENDS PVC SHC 40 TEE OR ELL SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN PRESSURE REGULATOR CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN 11/2" WILKENS 600 HR SERIES REDUCE PRESSURE BACKFLOW SET PER P.O.C. DESIGN PRESSURE. PREVENT MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. 24" MIN. #4 REBAR, ATTACH STRAINER #40 MESH MODEL RASS NIPPLE (4 CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE W/(2) STAINLESS STEEL BANDS PLACES SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE BRASS ELBOW BRASS ELBOW 3" AND LARGER. BRASS UNION NOTE: RELIEF PORT BRASS PIPE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS BRASS BALL LOOSE KEYBRASS BALL VALVE � 1g VALVE O INSTALL 12" SHRUB POP-UP HEAD 1 1/2" osE BIB BRASS PIPE LOCKBOX IN GROUNDCOVER/MULCH, 3/4" TO 1". ABOVE F.G.8�� #4 - EBAR O F.G. - 1 1/2" BELOW WALK OR CURB 18" MOR I I MEW PRESSURE SUPPLY CONC. STABILIZER FRONT SPRES UPPLYRE LINE TRENCHING DETAIL LAWN/411611 SHRUB POP-UP HEAD QUICK COUPLER LINE (INTAKE) (TRUST BLOCK) (DISCHARGE) CLEAN BACK FILL SATURATE AND COMPACT TO 90% WALK OR CURB �ACKFLOW ENCLOSUREOBELOW) URE SEE HARDSCAPING � I Imo„ 3/4" GRAVEL BRASS ELBOW •`• FINISH GRADE �� CONC. WALK OR CURB b° . :.•.�•�:« ;�: ;• :N•,=• NATIVE BACKFILL 2" MINUS 4 MAX b 1- •�y BRASS UNION ' NON PRESSURE LATERAL LINE W/SLEEVE 11/A2 a _ _ - _— °' ° a" I=I 11=1 I I=I I I=I I �=� I �� 1 ,1 = _ 1= _ FINISH GRADE ' •. y p _ j r BVAALVE BALL �, ° ' *•' r r� ' ' PRESSURE SUPPLY LINE W/SLEEVE I - _i I i I.,—III—I I • :.::•;�:... ;:. CONTROL WIRE SLEEVE " �: ',<. �. • =•• SAND BACK FILL —_III -1 M I I I—I I _ _ _�_ ;' y�' :, . � I I I III I—III—III—I '— � � �- 12 HI POP SHRUB HEAD .---�.. #4 REBAR PLAN 12" MARLEX STREET ELL .i 2" 2" tit SCH 80 PVC NIPPLE _ — — — — — — NOTE: BACKFLOW ENCLOSURE,LE MEUR THREADED BOTH ENDS" OR EQUAL 24 X60 X36 HIGH " " NOTES: = p — — — — — — — - HINGED AT ONE END SECURE TO END INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, PVC LATERAL LINE PVC STREET ELL 6"X8" FOOTING W/4" J BOLTS (EQUIPMENT TO BE CENTERED SIZE PER SPEC. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE INSIDE HOUSING) LINE TO BE SLEEVED. LATERAL LINE WITH * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND PVC TEE OR ELL COMMERCIAL TRAFFIC WAYS. DOUBLE SWING JOINT SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS 2 EA. PVC STEET ELLS REQUESTED BY INSPECTOR GENERAL NOTES: IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE NOTE: 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON O ALL BUBBLERS TO BE INSTALLED NOTE: PRIOR TO POURING ENCLOSURE GROUND LEVEL. WITH TRIPLE SWING JOINTS INSTALL HI—POP IRR. HEAD 1 1/2" ABOVE F.G. F.G. 1 1/2" BELOW HARDSCAPE 2. CONTRACTOR SHALL USE 520—C-2500 CONCRETE O F.G. — 1 1/2" BELOW WALK OR CURB SLEEVING DETAIL BUBBLER HEAD HI -POP SHRUB HEAD BACKFLOW PREVENTER FINISH GRADE MAIN SUPPLY, LATERAL AND CONTROL WIRING =III=III=III=111-111=III=III= 111 111-III=III-III-III=1 RISER WIRING MAIN SUPPLY LATERAL 120 VOLT - — — — MAIN OR LATERAL LINE _ LATERA_ sr r �:{ �' •" - — — — TEE OR ELL WIRING '` MAINLI ELEVATION 12" NIPPLE ELEVATION VIEW TEE OR ELL ' PROVIDE A 20" LOOP — — — — — MAIN OR LATERAL LINE OF WIRE IN ALL - CHANGES OF 'MAINLINE DIRECTION GREATER PVC STREET ELL(PUBLIC) ALLINSTALL ALL 120 THAN 30 DEGREES SHALL BE VOLT WIRE IN INSTALLED CONDUIT PER LOCAL REMOVE TIES AFTER 12" NIPPLE PER MFG'S CODE ALL CONNETIONS SPECIFICATIONS HAVE BEEN MADE TAPE AND = SNAKE ALL PLASTIC PIPE PLAN BUNDLE WIRING INTO TRENCHES AS BUN DL SHOWN MARLEX STREET ELL(PRIVATE) AT O.C. PVC STREET ELL(PUBLIC) MAXIMUM TO PLAN VIEW MAINLAINE. SCHEDULE 40 STREET ELL NOTE: SCHEDULE 80 PVC RISER DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING SHALL BE SCHEDULE CITY OF FONTANA s,,a0.o NOTE: ALL PIPE AND FITTINGS �Dv �yPF�� 40 PVC UNLESS OTHERWISE SPECIFIED \� `�� 4�G cy� 2752 LANDSCAPE PLANS USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PUBLIC JOBS * * D"""''' or CURTIS AVEWE SME AS SHOWN PIPING AND WIRING PIPING SWING JOINT 9lF of CA�W. er na ?��% No - 4 13460 9 �,EMMM Ea„� EXP. INVE Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Poihamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX NO. REVISION A T.46c&9.0 00A1wI5 O + WW O U WU v � MSH o �Z O z w F� O rT� O H H O O 04 w DVM CHK GJ JOB* 03-017 of 8 Z V 1 WW �� 1 4-y �m V o C W�Uo W Q C) Z c3 Z ', DVM CHK DATE 6/11/03 JOB* 03-017 of 8 3/9/2004