Loading...
HomeMy WebLinkAbout3930-6BOX TO BE PLACED AT RIGHT ANGLE T 1O' PLASTIC ROUND OF 14 HARDSCAPE EDGE w/ VALVE # ETCHED IN LID APPROVED VALVE BOX WHITE W/STRIPE ]RES 12"X18" PLASTIC BOX AND COVER WITH FINISH GRADE GATE VALVE (COMMON) LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24" 2" IN LAWN AREAS BLUE WIRE CONNECTION12" P AR O�slWATERPROOF WATERPROOF ALL HARDSCAPE CHRISTY S I.D TAG (STANDARD) '�`�' N�EOTI11=211 Nil] WIRE CONNECTIONS SECURE TO SOLENOID PIGTAIL 12" MAX. -�---r FINISHED GRADE AS PER STD. 40 tillo FINISH GRAD 3/411 a RED 6" MIN, FROM HARDSCAPES YELLOW �� MASTER CO OL 4 VALVE 12'MAX TOP 11 FLOW SENSOR 12 '".-- OID� YA.� •I I � I 1 I E PIPE � rp Q� OQ o 0 0 ° o ode • l�—I ll= --- I NON -PRESSURE LATERAL LINE I��- I I�—I I I 11-'I DIAMETER SAME SIZE 11 'NON ---PRESSURE °°•ao . ' � -III �,—E 19 Mi AS FLOW METER SIZE RE IHI MIN �INE FITTING #G00 PRICK SUPPORTS REQUIRED) _I 11— I MAIN LINE UNION CONNECTIO ` ";���'�; • '°'' PEA GRAVEL o•�"�.--- e • ..� ... . •;e ��''e ' (MIN .3 C U . FT.) PVC MALE ADAPTOR BRASS OR COPPER TYP. Two PLACES 1=III=11 I-111- CONTROL WIRES - -_ -_ MINIMUM DIS ANCE DOWNSTREAM PVC LINE PIPE PVC SCH . 40 MALE ADAPTOR NIPPLE & UNION I=1 11=1 I ! 5X DIAMETER 0 F FLOW METER SIZE PVC ELBOW (TYP . 2 PLACES) PVC LINE PIPE PRessuRe iwlAlN LINE PEA GRAVEL ANGLE TO SPECIFIED (MIN. 2 cu.F r) l=II1=11 II -111=_ .111_111 CLEAN BACKFILL ----� 1=1 I ` MINIMUM DISTANCE UPSTREAM 1 OX DIAMETER OF FLOW COMMON WI PVC SUPPLY UNE FITTINGS(SXSXS} ELBO , SI 4s -DEGREE ELBOWS... PER DRAWINGS. =1 I—III III -1111 METER SIZE CONTROL WIRE -I I MI 1 I— —I I II=1 I =i 11= I I I 11=1 11=1 I 1=III—I 11- 1=�=1 I I-1 ME 11EI NOTES: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF NOTA: 1. GATE VALVES 2 1/2• AND LARGER SHALL BE AWWA APPROVED AND -AVE A 2• SQUARE OPERAMNG NUT IN LIEU of BRASS HMDWHEEL 111=111—I I —111=III f 1=111= I I I—III—III= NOTE: SEE SHEET L-6 FORAND 3 FT . APART. FL4NGE CONNECTIONS IN LIEU OF UNIONS. 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS, CONDUCTOR SPECIFICATIONS. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS, s. PLACE PEA GRAVEL PRIOR ro INSTALLATION A VALVE LBOX ES 4. GATEOTHEVALVE SHALL BE INSTALLED IN SHRUB AREAS 11N1�5S 4. ONE VALVE PER VALVE BOX C&" MIN. FLOW METE. I MASTER VALVE TYP. BRASSf(r0_,MOTE VALVE GATE VALVE 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 11/21, 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 a ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. INSTALL ALL PVC PIPE WITH LABEL LIP. � {� d • � .a Q '.. • • . '' • -- a. a =1I I-1 I1=1 I I-1� 1=1 I ISI I1=1I hI I1= I = 1=1 i 1=1 i 1=1 i=1 I i=1I I—�—= ° _ _ —� _ = I I- I I -I I I_I i I-1 I—III—III—I 11—i I I—III=1 I I—I 11—III—I 1 I I 11_i 11=1 I I-1 I I—III-1 I I—I l I — III—i f 1=." �I � SNAKE ALL PIPES IN TRENCH. I -III III -III -I I- -- -- = III .II I I_i I I-111—III—I [ LI I I—I 11—III—III—III—i I LI I I_I i 1 11 I_ III I I I I I I t i l I I I I�� I I� 6” MIN PEA GRAVEL 1= (— BUNDLE AND TAPE ALL CONTROL WIRES AT 10 O.C. TO PRESSURE ,III,;.III,;,III„1II ,,,III.,,III,;,III,,,III,;,III,;,II I=II I II 2 x 4 RWD OR BRICK SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 dEGREE =III= =1IIH BRASS STREET ELL TYP. CHANGES IN DIRECTION. RASS 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 11/21' 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. BRASS UNION NOTE:BRASS RELIEF PORT PIPE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS BRASS BALL LOOSE KEY �,� BRASS BALL VALVE � VALVE 0 INSTALL 12" SHRUB POP-UP HEAD 1 1/2" HOSE B �8 IN GROUNDCOVER/MULCH, 3/4" TO 1 ", BRASS PIPE LOCK BOX ABOVE F.G. 8ll - 4 REBAR 0 F.G. 1 1/2" BELOW WALK OR CURB 18" :.• s •'`}�T. y, (1{ .,wy� ;t Tri VA;.r kY •�• a?ter•• GtVy•'S'1+��y:��fly�1� ? iV •YC�� ,1 TRENCHING DETAIL LA"N/4"6" SHR U -B POP-UP HEAD QUICK -COUPLER PRESSURE PRESSURE SUPPLY CONC. STABILIZER FRONTLINE (INTAKE) (TRUST BLOCK) SUPPLY LINE (DISCHARGE) WALK OR CURB CLEAN BACK FILL SATURATE AND COMPACT TO 90% CKFLDW ENCLO URE SEE NOTE BELOW HARDSCAPING 3 4" GRAVEL • ;: » y ;� ;. _ . - : ,.:: FINISH GRADE 41, MAX �- �," -� � CONC. WALK T 1/2'� OR CURB BRASS ELBOW �� NATIVE BACKFILL 2 MINUS . • • ' BRASS UNION Y'` `•' :•� ' 1 112 U ' ' • • : A' • . .• • NON PRESSURE LATERAL LINE W/SLEEVE _ A.4 . • • FINISH GRADE BRASS BALL 14 PRESSURE SUPPLY LINE W/SLEEVE - - �-- I—III= III=III-I I I--� i �_� fi= :. VALVE _ ...s. �.. CONTROL WIRE SLEEVE ” ~`, SAND BACK FILL .: _ _ _-- III.„III, , E I— _I I ,III;, , III;, , III, ,III,, , I I, , , I I,, , I I I—I I I I=I I - - - - 15E :. ,• _— - �.�. ,��,�II I... II,���I��EI :.. 4 REBAR P LAN =I HI POP SHRUB HEAD Mrs MARLEX STREET ELL SCH 80 PVC NIPPLE , h m— THREADED BOTH ENDS — NOTE: BACKFLOW ENCLOSURE,LE MEUR 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 BLOND 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 O 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. (D 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 HI-POP BACTr, �'L Pl("102V EN TER FINISH GRADE �-, MAIN SUPPLY, LATERAL ND I1,,L�; I_I�,,111„,;,�=I RISER WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING - MAIN OR LATERAL LINE _ LATERAD +�� �• _; •.. �, �� '.! - TEE OR ELL �` WIRING ;;' MAINLIN ''-. �` : ',' :�-,:''� . ELEVATION 12” NIPPLE ELEVATION VIEW TEE OR ELL �' }> PROVIDE A 20" LOOP OF WIRE IN ALL •CHANGES MAIN OR LATERAL LINE ' r r OF ALL MAINLINE R INSTALL ALL 120 DIRECTION GREATER PUC STREET ELL(PUBLIC) SHALL BEVOLT WIRE IN THAN 30 DEGREES INSTALLED PER 7 CONDUIT PER LOCAL REMOVE TIES AFTER ` ALL CONNETIONS 12" NIPPLE MFG'S CODE SPECIFICATIONS HAVE BEEN MADE 44APAND ` ' SNAKE ALL PLASTIC PIPE PLAN BUNDLE WIRING INTO TRENCHES AS DL SHOWN MARLEX STREET ELL(PRIVATE) AT O.C. 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 OKLY IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE OF FONTANA 40 PVC UNLESS OTHERWISE SPECIFIED �oVk"DsC4p�CITY 4 PQLH' �,pc USE PVC STREET ELLS W/TEFLON TAPE FOR ALL �X782 yGs y, LANDSCAPE PLANS Under round Service Alert �O r PUBLIC JOBS DRAWN aY, SUMMIT AVENUE (NORTH SIDE) ; o * -* BEINGILH AS SHOWN ,Call: TOLL FREE --t- /��� DFst�NEn $r, nAre5 i 1-800 "►� 422-4133N PIPING AND WIRING SWIN-G JOINT 0j, 07/13/05 9%� c►�ac�n sr� +w�rnv� Bre �— nw� 111oF � CA1-�F RP f'..�/C-�� 4t.t.� �ArE��©/1'I0 Ori OCINMR RZZ. 51152 EV. DATA 14 1YY0 WORKING DAYS BEFORE Ya1J OIG