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Home My WebLink About3029-16I I T e S C A P IE S Landscape Architecture and Planning 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 Richard Polhamus, License CA—/2782 (949) 644-9370 (949) 476-1432 FAX "A �- .,� � ►moi . A" m A" m POP-UP TURF ROTOR BODY W/ RUBBER CAP DATE 1/14/02 JOB # 01-017 1=2 FINISHED GRADE SET TO 1/4" ABOVE FINISH GRADE BOX TO BE PLACED AT RIGHT ANGLE TO W ISH GRADE HARDSCAPE EDGE w/ VALVE # ETCHED IN LID � V 12"X18" PLASTIC BOX AND COVER WITH a �� 6" MIN. FROM HARDSCAPES —1 I -- LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24") O •� o I I III=III=III=) III=I ( I I I WATERPROOF WIRE CONNECTION 12"OR ' I -1 I -I MI I MII- AS NOTED HARDSCAPE VALVE BOX W/ LOCK -� I � I I IHE I III= CHRISTY'S LD TAG (STANDARD) - - - - I I I=1 I l=1 I I I I-1 NON -PRESSURE LATERAL LINE � � II II I I I I I SECURE TO SOLENOID PIGTAIL � o z ? I-III=T=11 II =-III= D I I I I W Z 111—Ili IIII = -III-III j jj= LATERAL LINE ? I I I I—I I a FINISH GRADE �3/4 c " 1N SH GRADE FINISH GATE VALVE I—IIII II = � (V =III -III -III: N SCH 80 PVC NIPPLE I _ PVC MALE ADAPTER PRESSURE SUPPLY LINE (MINIMUM 4" LONG) CONTROL WIRES 12"MAx. TOP soLENoI 12" OF VALVE PVC LINE PIPE =1 1=1 I 11—I -III-III III=III: CLEAN BACKFILL (24" MIN.) �IIIIIIIII IIIIII 1 CU. FT. PEA GRAVEL =III=11 II SCH 80 PVC NIPPLE w =- =III=III =111: TYPICAL (2) PLACES TCX T 90' ELL / � NON -PRESSURE 18" MIN / LINE FITTING I (I IIII III � 1=1 11� 1 '... II=I 1 -III-III- III -III_ MARLEX 90' STREET ELL .J UNION CONNECTION I�IIaI1=1I =1I1=IIII iIIEdI1=III-1ImI s' ��'sb.• b' -p f PEA GRAVEL I(I I MAINLINE -III—III-1T_I III—III-1 I I� I I—I 11=1 I I—I 11=1 I Imo' ' (MIN.3 CU. FT.) PVC SCH. 40 MALE ADAPTOR I -III -III III -I 11=1 11=1 11=1 11=1 11=1 I I-' PVC LINE PIPE (24" MIN.) ANTI -DRAIN VALVE AS REQUIRED PVC ELBOW (TYP. 2 PLACES) PVC LINE PIPE MARLEX 97 STREET L 6 �� MIN. COMMON WIRE PVC SUPPLY LINE FlTTINGS(SXSXS) (IIII o NON -PRESSURE FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LATERAL FITTING CONTROL WIRE LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE NOTES: INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER NON -PRESSURE LATERAL LINE NOTE: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2" X 4" RWD. BLOCK OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. " " 1. LOCATE HEAD 2 TO 6 FROM WALKS, CURBS. HARDSCAPING, MOW STRIPS, 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. AND EDGES OF LAWN. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. 2. USE TEFLON TAPE ON ALL MALE THREADS. 4. ONE VALVE PER VALVE BOX INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPES IN TRENCH. ROTOR TYP. BRASS REMOTE CONTROL VALVE GATE VALVE BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE -- -- SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. SIDE VIEW n PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. POP-UP SHRUB HEAD WALK OR CURB , CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN 1 1/2" 10" VALVE BOX MARKED W/ 2" QUICK COUPLER VALVE MIR MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. LETTERS READING Q.C. FINISH GRADE 12" MIN. FROM HARDSCAPE MATERIALS CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE FINISH GRADE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. ,� 1.1(2: a = = I=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1— a __ a" I �—III—I 11-11 I—III-111—III—I I I—I 11=III—I I I—III=III III—III-1 11=1 I I—I 11=1 I I—III=III—III—I 11= :111-1 11-1 I I I I I—I I I-1 I I-1 I I-1 I I III 111—I I IEI I—III=1II-1 I IEIII=111=III=III=III—III= TRENCHING DETAIL Ed I I=I I =I I I=I I I= ___ III -III, I I I-1 I I III -1 I -III-III-III-1►1-III-1 I -111 M I I I-1 I -1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 I I-1 I I I I I-1 I I—III—III—III—III—III—III—III—I I i- 6 MIN PEA GRAVEL 3 , III-. x 4 RWD OR BRICK •'": O7 BRASS STREET ELL TYP. RASS NIPPLE 6" MIN 6 5 SCH 80 PVC NIPPLE LEGEND III �0.e �• •fib" • �: �� THREADED BOTH ENDS PVC SHC 40 TEE OR ELL 1. SMOOTH TOUCH BACKFLOW COVER. TOP VIEWI==III-• -I --� I I -III -III -III i I—III ISI = -I UF 14 PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN 2. BACKFLOW PREVENTER. I 5 '-I 1111111 11-I I I I � I=III: � WHITE WIRES 3. ANCHOR ROD (TYPICAL). I� I (COMMON) 24" MIN. #4 REBAR, ATTACH 4• POURED CONCRETE BASE - 6" 6 BLUE NOTE: W/(2) STAINLESS STEEL BANDS MIN. THICKNESS - EXTEND 4" BEYOND OUTSIDE DIMENSIONS OF WATERPROOF ALL 0 INSTALL 12" SHRUB POP-UP HEAD 1 1/2" ENCLOSURE. WIRE CONNECTIONS ABOVE F.G. 5. WATER SERVICE INLET PIPING. AS PER STD. NOTE: 6. WATER OUTLET PIPING. /l 0 F.G. - 1 1/2" BELOW WALK OR CURB USE TEFLON TAPE ON ALL THREADED FITTINGS 7. _SERVICE FINISH GRADE. RED BLACK MASTER CONTROL 0 VALVE CHECK VALVE FOR LOW HEAD DRAINAGE FLOW SENSOR DIAMETER SAME SIZE PRESOR IF REQUIRED. ED SET ASURE TSHOWN AS FLOW METER SIZE LAWN / SHRUB POP-UP HEADQUICK COUPLER ON SITE DRAWING REDUCE ESSURE BACKFLOWRPREVENT STRAINER #40 BRASS NIPPLE MESH MODEL (4 PLACES MINIMUM DISTANCE DOWNSTREAM BRASS ELBOW BRASS ELBOW 5X DIAMETER OF FLOW METER SIZE „ o BRASS UNION 4 MAX WALK OR CURB RELIEF PORT BRASS PIPE MINIMUM DISTANCE UPSTREAM � � �2 BRASS BALL LOOSE KEYS VALVE 18 BRASS BALL VALVE 10X DIAMETER OF FLOW FINISH GRADE 1 1 2" / HOSE Bl6 METER SIZE 6„ � ORNCURBC. BRASS PIPE LOCK Box as a a _ FINISH GRADE V4 1ALK 8" - #4 REBAR _ a I=I II=I I I=1 I MI I I=� �'I' oil 1 I III III III- I M I I I I I I I,, III ( I I y: 18" FLOW METER -I -I .III -I I=I • • •III III-�-III-I =III= =III- MARLEX STREET ELL HI POP SHRUB HEAD PRESSURE STABILIZER LINE STABILIZER FRONT SUPPLYLINE CLEAN BACK FILL SATURATE AND COMPACT TO 90% SCH 80 PVC NIPPLE � INTAKE � ) (TRUST BLOCK) DISCHARGE (DISCHARGE) THREADED BOTH ENDS - — — — — — — HARDSCAPING NATIVE BACKFILL 2" MINUS PVC LATERAL LINE PVC STREET ELL NON PRESSURE LATERAL LINE W/SLEEVE LATFLOW E H ERTEE SENSOR N PRESSURE SUPPLY LINE W/SLEEVE PVC ORAL ELL b BOOSTER PUMP / " ;.:.;:<•';:::: CONTROL WIRE SLEEVE DOUBLE SWING JOINT • P 10 �:::: 2 EA. PVC STEET ELLS (3) 2" BACKFLOW DEVICES SAND BACK FILL NOTE:M • � • •� 2" MIN O ALL BUBBLERS TO BE INSTALLED NOTE: 11 6" WITH TRIPLE SWING JOINTS INSTALL HI—POP IRR. HEAD 1 1/2" ABOVE F.G. M M M ri n (5) 1" WATER METERS NOTES" MIN O F.G. — 1 1/2" BELOW WALK OR CURB F.G. 1 1/2" BELOW HARDSCAPE INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER 3/4" GRAVEL SPEC. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SLEEVED. 6-E "� NOTE: BACKFLOW ENCLOSURE, STRONG BOX ., * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL O •' ® - r SBBC-45SS SECURED TRAFFIC WAYS."• SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY BUBBLER HEAD HI -POP SHRUB HEAD '•• ::•:': •= r•. • , .• :.• •.: •• ' "' L :. �• • : ' D BOTH ENDS. CONC. FOOTING PER STONG BOX INSTALLATION DETAIL. INSPECTOR ;, :.:.: (EQUIPMENT TO BE CENTERED N INSIDE HOUSING) IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND '- PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON GROUND LEVEL FINISH GRADE 11= ::. •' ••• • 6" • : ,., ' . ` :" '' ' .. o ®� _ ': BACKFLOW ENCLOSURE (SEE NOTE BELOW) SLEEVING DETAIL -1 I I-1 I I-1 I I-1 I I-1 I I -1I 1=1 III—III—III—III—III=III=1 RISER .,,.- :....:.• ;' .. ; - BRASS ELBOW - — — — MAIN OR LATERAL LINE - — — — TEE OR ELL �• ELEVATION 12 NIPPLE 6" ,. ••: .. �- "I _ ^ - . .. . -BRASS UNION BRASS VALVE BALL MAIN SUPPLY, LATERAL AND WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING _ 7 - v. LATERAL • 18" T12, 4• 18" . a .5210 L_6j. ' TEE OR ELL i r:• — .4• • ..• •• : a. • •• • ;• • . " e' . •.. . •'.. . • • • #4 REBAR . . ' ' WIRING MAINLINE " , _ _ _ _ _ � — — — — — � P �N L121 . ELEVATION VIEW MAIN OR LATERAL LINE 12' END MARLEX STREET ELL(PRIVATE) !=' PVC STREET ELL(PUBLIC) �t "'' 12" NIPPLE TYP REBAR GENERAL NOTES: 1. CONTRACTOR SHALL FORM ENCLOSURE 'AND REQUEST INSPECTOR ALL MAINLINE SHALL <INAL%LALL 120 """" "''°`' PLAN MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUBLIC) PRIOR TO POURING ENCLOSURE . '•,-,,,.. ,... :.:." , A, 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE BE INSTALLED PER " VOLT WIRE IN MFG'S SPECIFICATIONSCONDUIT PER LOCAL SCHEDULE 40 STREET ELL 'K TYP. CONCRETE ,,_.• _� ,,� CODE PROVIDE A 20" LOOP OF WIRE SCHEDULE 80 PVC RISER THRUST BLOCKS SNAKE ALL PLASTIC IN ALL CHANGES OF DIRECTION GREATER THAN 30 DEGREES REMOVE TYP. CONCRETE TO REST BACKFLOW DEVICE PIPE INTO TRENCHES TAPE AND BUNDLE WIRING AT AS SHOWN TIES AFTER ALL CONNECTIONS AGAINST UNDISTURBED 10' O.C. MAXIMUM TO MAINLINE. HAVE BEEN MADE SOIL CITY OF FONTANA PLAN VIEW NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE NOTE: THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE �D�ANOSC4p�, �. 5 � FOL 4� cy NOTE: 80 PVC UNLESS OTHERWISE SPECIFIED MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. �~� c'��p Z%S2 � moi' LANDSCAPE PLANS DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL USE PVC STREET ELLS W/TEFLON TAPE FOR ALL UTILIZED IN ALL 2 1 2" AND SMALLER MAINLINE PIPE ( / ) ° WVN n SOCCER PARK SCAD WIRING PUBLIC JOBS * * AS SHOWN o� I GATIO AILS nim PIPING AND WIRING SWING JOINT THRUST BLOCKS IAT �\Q'�' 9�F � o� � m Z '�•oVV& Nit 1639 OF CAS\� �A'° 3029 I I T e S C A P IE S Landscape Architecture and Planning 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 Richard Polhamus, License CA—/2782 (949) 644-9370 (949) 476-1432 FAX "A �- .,� � ►moi . A" m A" m DVM CHK DATE 1/14/02 JOB # 01-017 1=2 of 39 W 00 � � a �� r� O •� o w 0 00 U � o b o o, W Z DVM CHK DATE 1/14/02 JOB # 01-017 1=2 of 39