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Home My WebLink About4253-3EM M E IffA E3 7 PLA,N," 3-3T P.AD- 1345.4 M 8 PLAN 2R MD ---11 345.8 PLAN 2 PAD=1347.0 I w > 0 co F- LLI w Cl) a 12 1.2 PLAN 3-3R PAD -1347.3 1 2 -j 13 PL,AN 3-3T' PAD- 1347.8 15 PLAN 2R PAD=t 348.5 am 16 PLAN1 P�/VD=4349.0 CC 0 rn LL 0 IRRIGATION PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT SYSTEM DESIGN IS 15ASED ON A MINIMUM OPERATING FRF-66URE AND NECE65ARY TO FURNISH AND INSTALL THE, IRRIGATION SYSTEM AS SHOWN A MAXIMUM DEMAND (G.F.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS, AS DESCR15ED IN THE SPEC IF ICAT IONS, AND IN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND ACCORDANCE W�TH AFFLICA5LE CODES AND ORDINANCES. AT EACH POINT OF CONNECTION PRIOR TO COMMENCING IN85TALLATION Max. GPM Demand.. 41100 AND BU5MIT SUCH IN WRITING TO THE CITY/OUNER'S AUTHORIZED DES�GN REFLECTS COMPLIANCE WITH CALIFORNIA 5TATE ASSEM5LY 5ILL REPRESENTATIVE. IF AN"To DISCREPANCIES EXIST, THEY SHOULD 5E L 5ROUGHT TO THE IMMEDIATE ATTENTION OF THE C�TY/OUJNER'S GOVEWING AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE AUTHORIZED REPRESENTATIVE. OR, D � N ANCE 1 11/2 EQUIPMENT SHOUN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION PLAN 2 PAD=1347.0 I w > 0 co F- LLI w Cl) a 12 1.2 PLAN 3-3R PAD -1347.3 1 2 -j 13 PL,AN 3-3T' PAD- 1347.8 15 PLAN 2R PAD=t 348.5 am 16 PLAN1 P�/VD=4349.0 CC 0 rn LL 0 IRRIGATION PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT SYSTEM DESIGN IS 15ASED ON A MINIMUM OPERATING FRF-66URE AND NECE65ARY TO FURNISH AND INSTALL THE, IRRIGATION SYSTEM AS SHOWN A MAXIMUM DEMAND (G.F.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS, AS DESCR15ED IN THE SPEC IF ICAT IONS, AND IN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND ACCORDANCE W�TH AFFLICA5LE CODES AND ORDINANCES. AT EACH POINT OF CONNECTION PRIOR TO COMMENCING IN85TALLATION Max. GPM Demand.. 41100 AND BU5MIT SUCH IN WRITING TO THE CITY/OUNER'S AUTHORIZED DES�GN REFLECTS COMPLIANCE WITH CALIFORNIA 5TATE ASSEM5LY 5ILL REPRESENTATIVE. IF AN"To DISCREPANCIES EXIST, THEY SHOULD 5E 32E� (A5 325) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL 5ROUGHT TO THE IMMEDIATE ATTENTION OF THE C�TY/OUJNER'S GOVEWING AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE AUTHORIZED REPRESENTATIVE. OR, D � N ANCE 1 11/2 EQUIPMENT SHOUN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL 5E RJ7=5f=0N615LE ONt-Y AND 6HALL BE INSTALLED WHENEVER FOBB15LE WITHIN PLANTED FOR ADJUSTMENT5 NECESSARY TO CONFORM TO ACTUAL r-IELD AREAS A REASONA5LE, REACHA5LE DISTANCE FROM HARD6C-APE OR CONDITIONS. TURF AREAS 5FF UNLESS OTHERWISE NOTED ON T14E DRALUING5, CONTRACTOR SHALL CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR INSTALL WIRE AND PIPE UNDER HARDSCAFE ARI -EAS �N F.V.C. SCHEDULE OPTIMUM PERFORMANCE: IN ACCORDANCE LUITH THE SIOECIF�CATIONS AND 40 SLEEVES PLACED PRIOR TO INSTALLING HARDSCAPE IN TO PREVENT OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ACCORDANCE WITH AFFLICAE3LE CODES. ELEMENTS. THIS SHALL �NCLUDE SELECTING THE 5EST DEGREE OF ARC 1 TO PIT ACTUAL SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL WHEREVER F06615LE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AT EACH VALVE TO 05TAIN THE OPTIMUM OPERATING PRESSURE FOR AS PIPES. EACH SYSTEM. COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 1009o' 1 COVERAGE, INCLUDING THOSE REQUESTED 5YTHE CITY/OUNER'S EACH CL,")NTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE. AUTHORIZED REPRESENTATIVE SHALL 5E THE RESFON56L�TY OF THE 413.00 CONTRACTOR. SPLICING OF 24 VOLT WIRES LUILL NOT 5r= PERMITTED EXCEPT IN VALVE, 3H 5OXES. CONTRACTOR TO LEAVE A 2411 COIL OF EXCESS WIRE AT EACH: Gate Valve SPLICE AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE 5UNDLES 0002 10' ON CENTER. NO TAPING WILL 5E PERMITTED INSIDE SLEEVES. 0 0 m"�� Irriqation Pressure Calculation e e JE wvmmmm"Mml F5t7ga9-tf(cr-'Frssaure--- re_ 121 FSi P s 20' CONTROL VALVE5 SHALL 5E BfZEID AS DESIGNATED ON THE DRAWINGS Max. GPM Demand.. 41100 1-800 I Units c . 51ze T T�pe Description =M1 Gt Unit PSI Losa 1 11/2 Disc Water Meter 413.00 04.130 1 2H RF 5FF 4c3.00 08.150 1 211 Globe Master RCV 415.00 0200 1 11/2 5rass RCV 4c3.00 03.10 1 3H 5rase Gate Valve 413.00 OOD2 I 3H 5rass Gate Valve 413.00 0002 1 Y 5rass Gate Valve 415.00 00.02 150 31, 6ch 40 Ma in I ins 4ci.00 01B4 532 21/211 Bch 40 Mainline 41B.00 03.16 350 V1 Sch 40 Mainline 4S.00 OE�.51 15 3/4 H Bch 40 Latera Line 0LA55 00j05 15 3/4 Sch 40 Latera Ons 03.10 00.1a 15 3/4 Sch 40 Latera Line 05.55 003S 15 3/4 5ch 40 Latera Line 01.40 00/01 I E? III Sch 40 Latera Line 0152E� 00.31 15 1H Sch 40 Latera Line 11.10 0OA4 e 1H S& 40 Latera Line 12.95 0031 15 11/2 Bch 40 Latera Line 2E7.00 00�24 t Im ON �f 'A AA I d,.,L -- % � I k�& � AQ ^M MeA 1-1 D A T E JANUARY 18, 2007 S C A L E 1 ww20' D k A W N BY JR CHECKED BY P.C. k E V I S 1 0 N S CENTERSTONE AND I TION PLANwo B OTES WIRE CONNECTORS SHALL 5E SCOTCH Z)5Y OR APFROVED EQUAL. JE ORE Coil- 'TOLL FREE 20' CONTROL VALVE5 SHALL 5E BfZEID AS DESIGNATED ON THE DRAWINGS 1-800 AND SHALL 5E INSTALLED IN VALVE 5OXE6,45 INDIC.ATED IN THE 30F DESIGNED BY: TRAC,',"'r NO, LANDSCAPE ARCHITECTURE DETAILS. 5OXES SHALL 5E SET FLUSH WITH THE FINISH GRADE OR 422-4133 JE a -1ECK BY� AND P L A N N I N G SURFACE AND PEWANENTLY MARKEL) WITH THE LETTERS R.C.V. DWG N 0, 3 P k 0 J E C T N U M B E k 01 -214.05 MEN; PC CITY ENGINEE , R R, C, E, FINAL LOCATION FOR 5ACKFLOLU PREVENTION DEVICES SHALL 5E 4253 TWO WORKING DAYS BEFORE YOU DIG NUIAS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF E3 APPROVED 5Y THE CITYVOLLNER'S AUTHORIZED REPRESENTATIVE VALVE IDENTIFICATION KEY ELF.crRoNic mEm. PRIOR TO INSTALL ING. CONTRACTOR SHALL NOTIFY ALL LOCAL 0 NOT PUBUSHED, ALL RIONTS RESERVED, 3151 AIRWAY AVENUE, SWE J-3 JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED 5ACKF-LOW COSTA MESA CA[IFORNIA PREVENTION DEVICE. VALVEE G.F.M� VALVE STATION- U.S. A. 92 626-4640 CONTRACTOR SHALL INSTALL ANTI -DRAIN CHECK VALVES AS NECESSARY NUM5ER TO PREVENT LOW HEAD DRAINAGE. F X -0 7 1 4 7 5 4 7 3 4 6 ALL IRRIGATION HEADS ADJACENT TO HARDSCAPE SHALL eE POP-Uf=' VALVE SIZE .3/4H P H 7 1 4 7 5 4 7 3 1 1 STYLE. IRRIGATION HEADS SHALL 5E SET FERFENDfCULAR TO FINISH GRADE OF THE AREA TO 5E IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE Cl T Y OF FON TA NA PLANS. DRAWN BY: SCALE: JE 20' S H E E T N U M B E R 30F DESIGNED BY: TRAC,',"'r NO, 1683,19. DATE: -17-06 JE a -1ECK BY� . ..... -�7 z-77' A R I ILb: �", "k '�g4 jpp,51152 s'oo ;v; DWG N 0, 3 P k 0 J E C T N U M B E k 01 -214.05 PC CITY ENGINEE , R R, C, E, 4253 NUIAS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUM-W GENERATED BY OTHERS FROM ELF.crRoNic mEm. 0 NOT PUBUSHED, ALL RIONTS RESERVED,