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Home My WebLink About3929-8�p LMiQSCoe 2782 `0'\ I'1� OF CAI-��` BOX TO BE PLACED AT RIGHT ANGLE T 10` PLASTIC ROUND 1 q. HARDSCAPE EDGE w/ VALVE # ETCHED IN LID APPROVED VALVE Box WHITE W/STRIPE S 12" X 18" PLASTIC BOX AND COVER WITH FINISH GRADE GATE VALVE LOCTOP (COMMON} K CURL TYPE EXPANSION LOOP (MIN.24" 2' IN LAWNNMR MEAS BLUE WATERPROOF WIRE CONNECTION R WATERPROOF ALL a HARDSCAPE CHRISTY 5 !.D TAG (STANDARD) As woTR WIRE CONNECTIONS SECURE TO SOLENOID PIGTAIL 12" MAX. FINISHED GRADE AS PER STD. ; FINISH GRAD 3/4"a RED ; 6" MIN. FROM HARDSCAPES YELLOW MASTER CON L d .. VALVE �. 11.l—A'u 1 1Z"MAX TOPl D IZFLOW SENSOR D� 1/�4L1/� � _j - NON -PRESSURE LATERAL LINE DIAMETER SAME SIZE `f, � ' ---PRESSURE o Qavo •'°v�°�p ��:°� E A5 FLOW METER SIZE NOR RE 18" MIKE NE FITTING °o BRICK SUPPORTS �ll I I I = IIll UNION CONNECTION' REE REQUIRED ll�-ll I�� MAIN LIN E ��, :.� ,�,: �.'�- PEA GRAVEL 14011w.� PVC DALE ADAPTOR BRASS OR COPPER TVP. TWO PLACES NIPPLE & UNION 1=111-f i I�11- CONTROL WIRES MINIMUM DIS ANCE DOWNSTREAM PVC LINE PIPE S2 HPLACES) ADAPTOR = L!1— 1=111`11 1 5X DIAMETER OF FLOW METER SIZE (TYP. PVC ELBOW ( } _= PVC LINE PIPE ANGLEPRESS TO SURE PECIFIED PEAG� FT) 1=III=11 III=III= =III -111 CLEAN BACKFILL TM ... ._= .: :.:.1..= .II 1== MINIMUM DISTANCE UPSTREAM PVC SUPPLY LINE FITTINGS SXSXS 1OX DIAMETER OF FLOW COMMON W#R C } DEPTH , SI 45 -DEGREE ��wlt+�SSIZE PER -III—II1 :: III—Ill 1=1 ! ..:. . I I I-111- =1151111 METER SIZE CONTROL WIR•E� NOTES: 1 I f—I 11 1--I I 1-111=11=111=11 { �I 11=I I 1=1 i 1=1 11-111= -!�_I 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 1. GATE VALVES 2 1/2' AND LARGER SHALL BE AWWA APPROVED AND IL IIE 1 1=i11=�11=111=IJ=1I i I l=f I I—I 1—III—III-11- 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF HAVE A 2' SQUARE OPERATING Nur IN ueu OF ew�sS I�,NDwI�EI:I. HAVE AND FLANGE CONNECTIONS IN LIEU OF UNIONS. NOTE: SEE SHEET L--6 FOR 3 FT'. APART. 2. GATE VALVES s AND LARGER SHALL HAVE TRANSIT ADAPTERS. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. CONDUCTOR SPECIFICATIONS. 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 4' iNSTALtFI3 IN SHRUB AREAS l,1NLF55 Ir 7r- 4. ONE VALVE PER VALVE BOX oG'rI�ERWi�SE APPROVED 6" MIN. I1 _r FLOW METED. l MASTER VALVEAEM EMOTE VALVE BRSS GATE VALVETYP. FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO WALK OR CURB LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE POP-UP SHRUB HEADQUICK COUPLER VALVE 10" VALVE BOX MARKED W/ 2 " INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER 11/2 OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. 1 1/2" LETTERS READING Q.C. 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE FINISH GRADE Q � . ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. ` INSTALL ALL PVC PIPE WITH LABEL UP. - - -- y� a ' � . d � '• . , ' . � • • �� - I 1=111=1 — 11-1 11=1 117 1=1 11=1! 1=1TI=1 11=! I i=1 1 1= 1=11=1 I I=1 f 11=1 1=1 I I-4 I I—III=I 1=i 11=! 11=1 I l=1 11= —1-1 1 —1-1 1 —1-41 1 11 III _ — — — — — — _ 1J1 Ill I_ll J1=—ll1 ll �l. ll.l=—Ill Ill 11=ll1 =1ll ll=� 11ll.1=—lll Ill 1� J1 i i I- SNAKE ALL PIPES IN TRENCH.—III-I -I _ _---_ _— I I—I i l-1 l I—III—III-1 I I—III—III—III—III—I i I—III—III 11 I_ l i l Ill I I III III III III I ill I� 6" MIN PEA GRAVEL 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 =I 11= =I I= BRASS STREET ELL TYP. CHANGES IN DIRECTION._.,,, --BRASS NIPPLE 6" MIN PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 SCH 80 PVC NIPPLE THREADED BOTH ENDS SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. PVC SHC 40 TEE OR ELL 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 MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. SET PER P.O.C. DESIGN PRESSURE. PREVENT CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE 24" MIN, #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS STRAINER #40 MESH MODEL �4 PLSACES�LE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE BRASS ELBOW BRASS ELBOW 3 AND LARGER. C= BRASS UNION NOTE: '�BRASS PIPE RELIEF PORT NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS BRASS BALL LOOSEKEY „/ BRASS BALL VALVE 18 VALVEIB 0 INSTALL 12" SHRUB POP-UP HEAD 1 1/2" HOSE B BRASS PIPE LOCK BOX IN GROUNDCOVER/MULCH, 3/4" TO 1"9 ABOVE F. G.- 4 R EBAR O F.G. - 1 1/2"' BELOW WALK OR CURB ii'�".rX. " !?�ai:'.�c.: �' . ��V+4`'' ' 3c :`; `�'�:�'.�eS�'''r�j3i�"F ; s•��dtii�iv�+ HING DETAILLINE LAVVN/4"6" SHR V B POP-UP HE �.J ICK C0 �.J PLEB PRESSURE SUPPLY CONC. STABILIZER PRESSURE FRoI� TSUPPLY LINETREN (INTAKE) (TRUST BLOCK) (DISCHARGE) WALK OR CURB CLEAN BACK FILL SATURATE AND COMPACT TO 90% BACKFLOW ENCLO URE SEE NOTE BELOW HARDSCAPING 3/4* GRAVEL . ,, �. : w . 4. ;• +: •,,:..:�., • FINISH GRADE i� �� CONC. WALK 1 112" ¢ MAX —� OR CURB BRASS ELBOW NATIVE BACKFILL 2" MINUS BRASS UNION 41 NON PRESSURE LATERAL LINE W/SLEEVEd PRESSURE SUPPLY LINE WSLEEVE _ Q a . , — — — — FINISH GRADE •• — — — — — — — - ` •y • I ! I I I-�_ a ® - ; . ,.. BRASS BALL ¢ • °e - '•- •. ,.• y VALVE :.�.,. ,.. CONTROL WIRE SLEEVE -III -III -I -I - - _ ,III,,,III...III„III= =III11,;,III.;,111,;,111.�,11I,;,lll,;,l1 M I I I I `III III I -I I -III I *.. SAND BACK FILL ; ` . ♦ f F—� ; s - 13 HI POP SHRUB HEAD #4 REBAR 12” P LAN 12" MAR LEX STREET ELL � • •• 21, Mau � SCH 80 PVC NIPPLE - - THREADED BOTH ENDS NOTE: BACKFLOW ENCLOSURE,LE MEUR � � . • �R I� OR EQUAL 24"X60"X36" HIGH NOTES: — - HINGED AT ONE END SECURE END INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, PVC LATERAL LINE TO 6"X8" FOOTING W/4" J SIZE PER SPEC. PVC STREET ELL BOLTS (EQUIPMENT TO BE ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE CENTERED 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. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS DOUBLE SWING JOINT REQUESTED BY INSPECTOR 2 EA. PVC STEET ELLS IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE NOTE: GENERAL NOTES: ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON 0 ALL BUBBLERS TO BE INSTALLED 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR GROUND LEVEL. NOTE: PRIOR TO POURING ENCLOSURE WITH TRIPLE SWING JOINTS INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G. O F.G. — 1 1/2" BELOW WALK OR CURB F.G. 1 1/2" BELOW HARDSCAPE 2. CONTRACTOR SHALL USE 520—C-2500 CONCRETE SLEEVING DETAIL BUBBLER MEAD HI -FOL" SHR --UB HEAD BACTTICYLOW P-REOVENTER FINISH GRADE MAIN SUPPLY, LATERAL ND VIII i11111.1_L, RISER WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING 1 ,I_L�11=1 - MAIN OR LATERAL LINE - .ire •LATERA • ;3 771 24• :� ..; - — TEE 0R ELL WIRING :.' MAINLIN . :;. a ELEVATION 12 NIPPLE :f.• ...fes. .A. ..i. .1.', ELEVATION VIEW TEE OR ELL PROVIDE A 20" LOOP -�' `•t � ` � `- OF WIRE IN ALLZZ — — MAIN OR LATERAL LINE CHANGES OF '` ALL MAINLINE 7 INSTALL ALL 120 DIRECTION GREATER PVC STREET ELL(PUBLIC) SHALL BE VOLT WIRE IN THAN 30 DEGREES INSTALLED PER CONDUIT PER LOCAL REMOVE TIES AFTER „ 12 NIPPLE '�` ALL CONNETIONS MFG S '`: CODE '-'O'tj' HAVE BEEN MADE SPECIFICATIONS r�, � �., SNAKE ALL PLASTIC PIPE TAPE AND PLAN BUNDLE WIRING INTO TRENCHES AS AT 10' O.C. SHOWN MARLEX STREET ELL(PRIVATE) MAXIMUM TO PVC STREET ELL(PUBLIC) PLAN VIEW MAINLAINE. SCHEDULE 40 STREET ELL NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE SCHEDULE 80 PVC RISER IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE CITY OF F 40 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL LANDSCAPE PLANS Underground Service Alert g 'FORE r PUBLIC JOBS D "W" BY' KNOX AVENUE - PHASE 1 ate' e Call: TOLL FREE AS SHOWN nEs1c,BEn BY. naTE 1-800 422-4133 PIPINGAND I'r SWINGJOINT CHM= Bn APMVM BY 4 • 13W� NO.� g DATE, 1 TWO WORKING DAYS BEFORE YOU MG CITY ENGI#EER R.C.E. 51152 EYP. DATE �p LMiQSCoe 2782 `0'\ I'1� OF CAI-��`