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HomeMy WebLinkAbout5290-14MATCHLINE: SEE SHEET 13 mnm"Emml��-. F MATCHLINE: SEE BELOW LEFT 0, :.N,m 0 m 0 0 m 0 m M.M 0 M:M I MODEL 1 -10 GPM = 1 " RAINBIRD PESB-R VALVE WITH QKCHK-1 OOM QUICK CHECK MATCHLINE: SEE BELOW LEFT ww" 0 0 m 1�" NA" m m 0 0 0 0 m 0 0 m MATCHLINE: SEE BELOW LEFT MATCHLINE: SEE BELOW LEFT a LEGENDS AND NOTES: CHECK BASKET FILTERS AND BALL VALVE IRRIGATION LEGEND SYM. MODEL 1 -10 GPM = 1 " RAINBIRD PESB-R VALVE WITH QKCHK-1 OOM QUICK CHECK BASKET FILTER AND BALL VALVE 10-40 GPM = 1-1/2" RAINBIRD PESB-R VALVE WITH TWO (2) QKCHK-1 OOM QUICK CHECK BASKET FILTERS AND BALL VALVE INSTALL PRESSURE REGULATOR IF PRESSURE IS OVER 75 PSI RAINBIRD RVVS-B-C-1 401 (0.25 GPM BUBBLER) IN ROOT WATERING SYSTEM, REFER TO INSTALLATION DETAIL THIS SHEET WATTS B -6080 -SS -SH FULL PORT BRASS BALL VALVE - LINE SIZE - INSTALL IN PURPLE VALVE BOX RAINBIRD QUICK COUPLER MODEL 33 -DNP QUICK COUPLER VALVE IN PURPLE VALVE BOX CONTROLLER - TORO SENTINAL IN APPROVED STAINLESS TEEL EDISON METER BOX MODEL # ESB48-U2-MPEA161OK-OB4-VRA ASSEMBLY BY AQUAFLO SUPPLY EJ CONTACT: CORY RADEN (805) 967-1938 [MV 1 " HUNTER BRASS MASTER VALVE - MODEL IBV -1 01 G -R F 7s 1" DATA INDUSTRIAL FLOW SENSOR BADGER 735 SERIES 1EA 1 " FEBCO 825Y REDUCED PRESSURE BACKFLOW ASSEMBLY W/ RECLAIMED WATER TAG. WITH CAGE AND GAURDSHACK TO FIT H WATER METER 1-1/2" PER CIVIL ENGINEER'S PLANS ROUND PULL BOX FOR WIRING, CONTRACTOR TO INSTALL 2 SPARE WIRES AND A COMMON WIRE IN A PULL BOX AT ALL ENDS OF THE MAINLINE AS SHOWN ON THE IRRIGATION MASTER PLAN – — — — — — — — — — – SCH 40 PVC SLEEVE - SIZE PER PLAN SCH 40 PVC LATERAL LINE 3/4" UNLESS OTHERWISE NOTED ON PLAN RAINBIRD DRIPLINE XFS-P-09-12, OR EQUAL, 12" DL - DL - DL - DL - DL - DL ROW SPACING -- — — — — — — — — — — — — CLASS 315 PVC MAINLINE - SIZE 2-1/2" 2.5 1 10— ;6.,7 VALVE CALL -OUT # VALVE NUMBER 8314­­..� 0 D # GALLONS PER MINUTE t L B42 X # VALVE SIZE L AREA IN SQUARE FEET c 12.0 ...... ........ ........ . .......... r* # HYDROZONE DZU DL T 15.5 192 A ............... x ; ..... . . . . ..................... - ............. NOTES (TYPICAL): Lu 1) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR 248 -4. L 0 UJI SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE SITE. ALL SLEEVING TO BE LOCATED WITHIN 2'OF BACK OF CURB. t co U) b, mi A DRIP IRRIGATION NOTES: L UJI :6" INSTALLATION NOTES C., in 1. PRIOR TO INSTALLATION DRIPLINE AREA IS TO BE RAKED SMOOTH AND ALL SHARP OBJECTS U) m B AND DEBRIS THAT MAY PUNCTURE TUBING IS TO BE COLLECTED AND DISPOSED OF. t Rol: 2' IPLINE AT A DEPTH OF 2". REFER TO IRRIGATION DETAILS FOR LAYOUT 2. INSTALLDR UJI INFORMATION. 01 B31 3. ALL DRIPLINE, IRRIGATION LATERALS, AND IRRIGATION MAINLINE ARE TO BE SLEEVED UNDER z 10.0 'Q ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF . .......... ui ------ - ------- PIPE TO BE SLEEVED. DL ............ LLJ L D DL DL DL 666 4. DRIPLINE IS TO BE LAID OUT WITH ENOUGHPLAYTO ALLOW FOR EXPANSION AND + L CONTRACTION DUE TO CLIMATIC CONDITIONS. 4_1 5. ALL CUTS TO DRIPLINE, LATERAL LINES, AND MAIN LINE ARE TO BE AT 90 DEG TO PIPE AND DC B32 DL 99 r CLEANED PRIOR TO INSTALLATION. po w 77 .. ...... . . .... 6. ALL DEBRIS THAT MAY INTERFERE WITH PROPER FUNCTION OF THE EQUIPMENT IS TO BE r- B43 KEPT OUT OF ALL DRIPLINES, IRRIGATION LATERALS AND IRRIGATION MAIN LINES. .5 FA Cl _j 7. PRIOR TO OPERATION OF IRRIGATION SYSTEM OPEN ALL FLUSH VALVES AND RUN WATER TO L x. c" 835 uj PURGE SYSTEM OF ALL DEBRIS. 8. DO NOT USE ANY SOLVENTS OR DETERGENTS THAT MAY COMPROMISE THE INTEGRITY OF ui DRIPLINES, IRRIGATION LATERALS, AND IRRIGATION MAINLINES. U) X 0 13Ab.V+LOW f B26 ASSEMBLY 17.2 ow PL SEN�bR MANit:11VAL E.; 1147 PONTROLLER L 100 xg�p B 100 2" ............................... ......... ..J ... ....... FS MATCHLINE: SEE SHEET 10 .............. B44 -B gm ig 10.8 . .... .. . B z 717 2' a t SITE MAP ............................ . ki B vvm ....LNUTAVE J. L Do 2' B39t . ...... B45 13.7 ... ....... 8.4 I...... .. 911 560 J; .3 -0, d B LLJ B \N ... . .... ... ... .... ... .... . . . . . B40 F3 .9.9 r 661 L HIS SHEET B27 f Z, j, po _�_37 Lij B46 L 9.0 ET A�w P 601 [Tj . . . . . . . . . . q L BASELINE AVE MATCHLINE: SEE ABOVE RIGHT MATCHLINE: SEE ABOVE RIGHT NTS MATCHLINE: SEE ABOVE RIGHT MATCHLINE: SEE ABOVE RIGHT DATE SUBMITTAL TRACKER RETAINING WALLS FOR UTILITIES/ NEW D. R. HORTON 05/31/2013 FIRST SUBMI17AL D ARCHWAY AT ENTRY/ ENTRY ENHANCEMENTS/ 9-21-15 SHOULD CONSTRUCTION OF THE REQUIRED F Ep 04/13/2015 SECOND SUBMITTAL NEW LIGHTING TR 18859 CFD LANDSCAPE PLANS IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 560 bm1a 07/10/2015 MYLAR SUBMITTAL C-7) C' � e_ ___ SCALE: AWWWO.A� /vvvvvvvvvv'*v� OF THE DATE OF APPROVAL SHOWN HEREON AND LAN DSCA PE DRAWNBY: Lu IUKI= n SK, SF, YM 1 =20' DIAL CARRIED FORTH IN A DILIGENT MANNER, THE CITY 01 1116 1 ARCH ITECTU RE 2 L83 4 L # #I# TWO WORKING DESIGNED BY: IRRIGATION PLAN DATE: BEFORE DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP DATE YOU DIG YOU DIG 10/2115 SK 11-07-14 01 ...... BRING THEM INTO CONFORMANCE WITH STANDARDS IN DATE 310 NORTH JOY STREET CORONA, CA 92879 CHECKED BY: APPROVED BY: DRAWING NO: 14 20' 40' 60 TOLL FREE 811 EFFECT OF CfA\o� T: 951.737.1124 1 F: 951.737.6551 SK A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BM DATE: 5290 41 T I CITY ENGINEER R.C.E. 51152