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Home My WebLink About4173-4E V, MIN. GRADE MIN. FROM HARDSCAPES NON -PRESSURE LATERAL LINE LATERAL LINE PRESSURE SUPPLY LINE CONTROL WIRES 6r%#LEAN BACKFILL FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPES IN TRENCH. 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. PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. CLEAN BACK FILL SATURATE AND COMPACT TO 90% HARDSCAPING NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE PRESSURE SUPPLY LINE W/SLEEVE CONTROL WIRE SLEEVE SAND BACK FILL 2 MIN 6" "PNI 0' NOTES: INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER SPEC. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SLEEVED. * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR 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. MAIN SUPPLY, LATERAL ND MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING WIRING `T7 ft' tr 24m !LATERA MAINLIN WIRING ELEVATION VIEW 20" LOOP PROVIDE A OF WIRE IN ALL CHANG ES OF . . . . . Z. INSTALL ALL DIRECTION GREATER ALL MAINLINE 120 THAN 30 DEGREES SHALL BE VOLT WIRE IN REMOVE TIES AFTER CONDUIT PER LOCAL INSTALLED PER ALL CONNETIONS MFGS CODE SPECIFICATIONS SNAKE ALL PLASTIC PIPE HAVE BEEN MADE PE AND INTO TRENCHES AS BUNDLE WIRING SHOWN AT 10' O.C. MAXIMUM TO PLAN VIEW MAINLAINE. NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING Underground Service Alert Call: TOLL FREE 1-800 —4133 422 M WOMM DAYS SEFM M N hl� Ilk WATERPROOF ALL WIRE CONNECTIONS AS PER STD. RED YELLOW -- WHITE W/STRIPE (COMMON) BLUE 7 FLOW SENSOR DIAMETER SAME SIZE AS FLOW METER SIZE MINIMUM DISTANCE UPSTREAM 1OX DIAMETER OF FLOW METER SIZE POP -UPS FINISH GRJ SCH 80 PVC NII THREADED BOTH UF 14 WIRES MASTER CONTROL VALVE MINIMUM DISTANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE %AIAI LoO ^fn f%1 100 NOTE: 0 INSTALL 12" SHRUB POP-UP HEAD 1 1/2" IN GROUNDCOVER/MULCH, 3/4" TO 1 ABOVE F. G. 0 F.G. - 1 1/2" BELOW WALK OR CURB WAN FINISH GRADE SCH 80 PVC NIPPLE THREADED BOTH ENDS WALK OR CURB 1 IT '6.4 .. .... ... ... ... ... ... ... MARLEX STREET ELL PVC LATERAL LINE NOTE: 0 ALL BUBBLERS TO BE INSTALLED WITH TRIPLE SWING JOINTS 0 F.G. 1 1/2" BELOW WALK OR CURB 41 PLAN I GRADE RISER MAIN OR LATERAL LINE TEE OR ELL 12" NIPPLE TEE OR ELL MAIN OR LATERAL LINE PVC STREET ELL(PUBLIC) 12" NIPPLE MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUBLIC) SCHEDULE 40 STREET ELL SCHEDULE 80 PVC RISER NOTE: ALL PIPE AND F117INGS SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PUBLIC JOBS WIT W, BOX TO BE PLACED AT RIGHT ANGLE T HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12"X18" PLASTIC BOX AND COVER WITH LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24" WATERPROOF WIRE CONNECTION 12111= HARDSCAPE CHRISTY'S I.D TAG (STANDARD) AS NO SECURE TO SOLENOID PIGTAIL FINISH GRAD 4' -T Rib 1211 12"MAX TOP OF VALVE PVC LINE PIPE 11 :)-. R ESS U R E Is" MINI �INE FITTING "-UNION CONNECTIO PEA GRAVEL (MIN.3 CU. FT.) pVC LINE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW (TYP. 2 PLACES) PVC LINE PIPE COMMON WIREr-'O' PVC SUPPLY LINE FITTINGS(SXSXS) CONTROL WI 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 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX TYP"'.. BRASS I'VEMOTE CONTROL VALAFTAE. 10" VALVE BOX MARKED W/ 2" LETTERS READING Q.C. FINISH GRADE 6" MIN PEA GRAVEL BRASS STREET ELL TYP.� QUICK COUPLER VALVE 12" MI N. F . ROM HARDSCAPE MATERIALS x 4 RWD OR BRICK - MIN _,,_,,,BRASS NIPPLE 6 PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON. PLAN 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS CONC. WALK OR CURB L A. A7 V 12" — FINISH GRADE HI POP SHRUB HEAD ......... 4 PVC STREET ELL LATERAL LINE WITH PVC TEE OR ELL DOUBLE SWING JOINT 2 EA. PVC STEET ELLS NOTE: INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G. F.G. 1 1/2" BELOW HARDSCAPE cola-=, WAIM11, F1NfSH GRADE \MkSPP RUEQU02 PYC MALE ADAPTOR TYP. TWO PLACES PEA GRAVEL (NON. 2 CU.M NOTES: 1. CATE VALVES 2 1/2- AND LARGER SHALL BE AWWA APPROVED AND HAVE A 2w SQUARE OPERONG NUT IN LIEU OF BRaISS HANDWHEEL AND FLANGE CONNECTIM IN LIEU OF UNIONS. 2. GATE VALVES 80 AND LARGER SHALL HAVE TRANSIT ADAPTERS. 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 4. GATE VALVE SMALL BE WSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED PRESSURE REGULATOR 11/2" WILKENS 600 HR SERIES SET PER P.O.C. DESIGN PRESSURE. STRAINER #40 MESH MODEL BRASS ELBOW RELIEF PORT BRASS BALL VALVE LOOSE K�EYQN BRASS PIPE HOSE 13113 1' 5 L 08? f -0 L PRESSURE SUPPLY ONC. STABILIZER PRES U E FRONT LINE (INTAKE) (TRUST BLOCK) SUPPLY LINE (DISCHARGE) REDUCE PRESSURE BACKFLOW 3/4" GRAVEL - BRASS NIPPLE (4 PLACES) -BRASS ELBOW -BRASS .4. 4A -BRASS PIPE 0 0 BALL VALVE PLAN C) NOTE: BACKFLOW ENCLOSURE,LE MEUR OR EQUAL 24"X60"X,36" HIGH HINGED AT ONE END SECURE > TO 6"X8" FOOTING W/4- J BOLTS (EQUIPMENT TO BE CENTERED INSIDE HOUSING) REDUCE PRESSURE BACKFLOW PREVENT - BRASS NIPPLE (4 PLACES) -BRASS ELBOW -BRASS UNION -BRASS PIPE -BRASS BALL VALVE Z LOCK BOX 74 REBAR 5A W N S SEE NOTE BELOW) 3RASS ELBOW BRASS UNION BRASS BALL �ALVE END #4 REBAR GENERAL NOTES: 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR PRIOR TO POURING ENCLOSURE 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE OLT CITY OF FONTANA LANDSCAPEPLANS DRAWN BY, KNOX AVENUE - LANDSCAPE PLANS NG ASSHO STATION 37+22.00 TO 52+13.00 DEMO I", DATM N IR�IQ S 9-28-06 CMEV= DVG mat rm/7�' �� %-? 4;:C: BY, <, A 4173 1 T C C A P E Landscape Architecture and Planning 3195-B AIrport Loop Dri" Costa Mma, CA 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX c> + o LU M2 <� �4 C %� 0 <� N I= >� + 4.4 CL 0 4� >� m P4 0 -41� z C) U U P 4 v) CO 11ii- z C) z 0 0 00 r -- r -.q z 9 4-4 Z C) ;z U 00 > c �Sc U kn CO 11ii- z LU Ili - z 0 0 z 43� 00SCA 10 1V4 2 2 4*4 all 07 %P