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Home My WebLink About3735-18EXISTING MEDIAN POC: SIERRA AVENUE 1-Y2' DISK/CONTROLLER 'A' REFER TO RECORD DRAWINGS (LANDSCAPE IRRIGATION PLANt SPT. L13) DATED 10-15-63 FOR EXACT LOCATION OFMEDIAN POC AND CONTROLLER 'A'. LI 44 I— — —1 FLONTANA,CAI.IFOIi�IIA APPURTENANCE /PIPE P$i LOSS /GAMST ITiON RCY P D-31 2'WATER METERt90 ONE WJL / TALC 292.00 2'BACMCW PREYENTER 89ER METE 64.00 MASTER VALVE 13 DIFFER Na IN ELEVATION 228.00 GATE YALYE l 1) l0 STATIC PRESSURE 12 1-112' REMOTE CONTROL YALYE MAINLINE HEAD G41N/LOSB 3.4 00 WATER METER SIZE 2' LATERAL LINE FEAD GAM/L0% 0.0 RCV SIZE 1-1/1' SCN 40 MAINLINE FRICTION LOSS 29 RCV ELEVATION 100 SCN 40 LATERAL Lill FRICTION LOS$ 53 RCV DEMAND ICIP.M.) 310 PSI REQUIRED 549 TOTAL PSI CAN /LOSS 249 DEIGN PRESSURE 300 PSI REQUIRED 549 STATIC PRE68M 98.1 RESIDUAL PRESSURE 43.8 45 SIERRA A'v ENVE EXISTING MAINLINE 'A' 47 �— Imp 52 role EXISTING EX15TING ME -RRA AVENUE LM MAINLINE 'A' MAINLINE 'A' 0 Q M M M M M M M M M M /� M M M M NEW NEW ftmuv � � MAINLINE 'A' 22" MAINLINE A e Q ,n u n " _u 3n q q �In In llu 21' � � 3 u • �-- � 2 woo .00 LU WEXIFING 000, 11 MAINLINE �� 000 2� '�— _---_.`�- 3° 2 n _3n _ � 1 n 1 n n 0. u �� 1 _47 4 C�7 M A IAI T� I>= 1= MAINLINE 'D' MAINLINE 'D' CONTRACTOR TO RETROFIT EXISTING TURF SYSTEMS D31 AND EXISTING SHRUB SYSTEM 030, ADD SPRAY HEADS, SIZE PIPE PER PLAN, AND ENSURE 100% COVERAGE ON ALL SPRAYS HEADS, CONTRACTOR TO ABANDON EXISTING SYSTEM El AND RELOCATE RCV El TO ITS NEW LOCATION PER THIS PLAN. ALSO TRENCH El RCV WIRE TO NEW LOCATION, SEE TRENCHING DETAIL FOR WIRE LOCATION. EXISTING COT I T I ON NOTES CONTRACTOR SHALL PROVIDE TEMPORARY INSTALLATION AS NECESSARY TO MAINTAIN EX15TING IRRIGATION SYSTEM FULLY OPERATIONAL DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT -IN-PLACE ALL EXISTING IRRIGATION SYSTEMS. Ewa CONTRACTOR SHALL REPAIR OR REPLACE ALL IRRIGATION COMPONENTS AT HIS OWN EXPENSE AND SYSTEMS DAMAGEDDURING CONSTRUCTION. CONTRACTOR SHALL PROTECT -IN-PLACE ALL EXISTING PLANT MATERIAL. CONTRACTOR SHALL REPLACE ALL PLANT MATERIALS DAMAGED OR DESTROYED DURING CONSTRUCTION AT HIS OWN EXPENSE. CONTRACTOR SHALL PROTECT -IN-PLACE ALL EXISTING CONTROL WIRES TO THE EXISTING CONTROLLERS. CONTRACTOR SHALL PRESERVE ALL ABANDON CONTROL WIRES TO BE UTILIZED IF NECESSARY FOR NEW VALVES. CONTRACTOR SHALL PROVIDE NEW WIRES AND TRENCHING PER DETAIL TO ALL NEW CONTROL VALVES. WIRES ARE TO BE TRENCHED BACK TO THE EXISTING CONTROLLER AND INSTALLED PER DETAIL. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO START OF WORK AND SHALL NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. RECORD DRAWINGS ARE AVAILABLE FOR REVIEW IN THE BACK OF THIS PACKAGE. DRAWINGS ARE FOR REFERENCE ONLY AND DOES NOT CONSTITUTE THE ACTUAL BUILT CONDITION. CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD, i imi 22" EXISTING 3:: MAINLINE A W M ME)) M M M M M M 1=LU NEUJ LUIv i i 2�n z e _ INE 'A'-42 1„ MAINL INE A 2 C� LU EXISTING LU MAINLINE 'D' CONTRACTOR TO RETROFIT EXISTING DRIP SYSTEMS A14 AND A15. OMIT EMITTERS AND DRIP LINE, AND RELOCATE EXISITNG FLUSH VALVES PER PLAN. CAP MAINLINE AND RELOCATE Q.C. r--------------------- — ------------------------ CONTRACTOR TO RETROFIT EXISTING TURF SYSTEM E2. ADD TURF SPRAY HEADS, 51ZE PIPE PER PLAN, AND ENSURE 100% COVERAGE ON ALL SPRAYS HEADS. PROPOSED CONTROLLER 'D' LOCATION. CONTRACTOR TO INSTALL NEW CONTROLLER WITH TO MODEL": (ES546-1.12-2455BB-OBS/1-VRA) 48 STATION CONTROLLER CONTRACTOR SHALL COORDINATE THE 015 -CONNECTION AND RE -CONNECTION OF THE 120 VAC POWER TO THE EXISTING CONTROLLER AND REINSTALL THE OEM >zm/2o VOLTAGE STABILIZER ON THE INCOMING POWER SOURCE. THEN MAKE THE FINAL HOOK-UP. SATELLITE SHALL BE PROPERLY GROUNDED AND IN ACCORDANCE WITH TORO STANDARDS. CONTRACTOR SHALL INSTALL SATELLITE WITH METER FACING THE STREET, CONTRACTOR SHALL INSTALL A RAIN -GUARD RGVR-S RAIN SHUT OFF DEVICE IN A VANDAL RE51STANT ENCLOSURE. FINAL LOCATION OF CONTROLLER TO BE APPROVED CITY INSPECTOR AN EXISTING 2-1/2' SUPPLY LINE TO AN EXISTING 2' DISK DOMESTIC WATER METER TO AN EXISTING 2' BACKFLOW PREVENTER LOCATED IN SHRUB AREA. VERIFY EXACT LOCATION OF THE BACKFLOW PREVENTER WITH THE CITY INSPECTOR. THE SYSTEM REQUIRES 31 GPM MAX 0 54 PSI MIN. HGL +/-92 PSI(HGL OBTAINED FROM ANGELO NAVARRO, WEST VALLEY WATER DISTRICT. PRIOR TO INSTALLATION CONTRACTOR SHALL VERIFY STATIC PRESSURE IN THE FIELD. IF STATIC PRESSURE 15 MORE THAN 20go OVER THE REQUIRED OPERATION PRESSURE, CONTRACTOR SHALL INSTALL A WILKINS 600 SERIES PRESSURE REGULATOR, SET a 65 PSI. EX15TING MAINLINE 'A' 50 M� r— < < TECHNOLOGY S CONTRACTOR TO RETROFIT EXISTING TURF SYSTEMS E5 AND EXISTING SHRUB SYSTEM E6. ADD SPRAY HEADS, SIZE PIPE PER PLAN, AND ENSURE 100% COVERAGE ON ALL SPRAYS HEADS. CONTRACTOR TO PROTECT -IN-PLACE EXISTING MASTER CONTROL CABLE. DIRECT BURIAL AND RUN IN THE SAME TRENCH AND PARALLEL TO MAINLINE, WHERE CABLE 15 NOT IN TRENCH WITH MAINLINE, ENCLOSE IN 2' PVC CONDUIT. TYPICAL - ALL NETAFIM RAM DRIPLINE TUBING, SPECIFIED FOR MEDIANS, SHALL BE INSTALLED TO IRRIGATWE THE BLUE OAT GRASS AND GAZANIA. ALL OTHER PLANT MATERIAL SHALL BE IRRIGATED BY OLSON 12 OUTLET EMITTER TYPICAL - ALL QUADRA BUBBLERS SHOWN IN PAVED AREAS AND OUTSIDE LIMIT OF WORK LINE, ARE FOR DIAGRAMMATIC PURPOSES ONLY AND ARE TO BE INSTALLED IN PLANTING AREAS. TYPICAL -ALL PIPING SNOIIRJ IN PAVED AREAS TO BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS BY INSTALLING THE APPROPRIATE PRESSURE COMPENSATING SCREENS, PRIOR TO USING THE ADJUSTING SCREW. RT Mown� SEE SHEET LI -17 FOR IRRIGATION LEGEND AND GENERAL IRRIGATION N01 -ES. I KEYMAP: w D z U.1 z 0 F_ U NOLOGY STREET 110- SLOVER AVE SANTA ANA AVE. 000 AL ILL— LANDSCAPE ARC MC rURE 607 Forth Anaheim Boulevard Anaheim, Caftbrnia. 92805 PH9NE: (714) 520-5795 FAX- (714) 520-0106 Ems & kobatakF @eartiilink net CA. LTC. NO. 1219 VPNDSCApe w U 2-31-05 C a,�.ZF°�- ZE®_ o LU IWMI � o DATE 1ST CITY SUBMITTAL 11/09/04 2ND CITY SUBMITTAL 01/20/05 3RD CITY SUBMITTAL REVISIONS Drawn by. GF Checked by: Approved by. R( Scale: 1"=20'—O" Date: Project No.: LEN 401 Project Name: SIERRA BUSNESS(AMNTER, Sheet Title: �G3MGAMON PLAN SIERRAAVENUE Sheet No: 0 W W W z I • M� r— < < TECHNOLOGY S CONTRACTOR TO RETROFIT EXISTING TURF SYSTEMS E5 AND EXISTING SHRUB SYSTEM E6. ADD SPRAY HEADS, SIZE PIPE PER PLAN, AND ENSURE 100% COVERAGE ON ALL SPRAYS HEADS. CONTRACTOR TO PROTECT -IN-PLACE EXISTING MASTER CONTROL CABLE. DIRECT BURIAL AND RUN IN THE SAME TRENCH AND PARALLEL TO MAINLINE, WHERE CABLE 15 NOT IN TRENCH WITH MAINLINE, ENCLOSE IN 2' PVC CONDUIT. TYPICAL - ALL NETAFIM RAM DRIPLINE TUBING, SPECIFIED FOR MEDIANS, SHALL BE INSTALLED TO IRRIGATWE THE BLUE OAT GRASS AND GAZANIA. ALL OTHER PLANT MATERIAL SHALL BE IRRIGATED BY OLSON 12 OUTLET EMITTER TYPICAL - ALL QUADRA BUBBLERS SHOWN IN PAVED AREAS AND OUTSIDE LIMIT OF WORK LINE, ARE FOR DIAGRAMMATIC PURPOSES ONLY AND ARE TO BE INSTALLED IN PLANTING AREAS. TYPICAL -ALL PIPING SNOIIRJ IN PAVED AREAS TO BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS BY INSTALLING THE APPROPRIATE PRESSURE COMPENSATING SCREENS, PRIOR TO USING THE ADJUSTING SCREW. RT Mown� SEE SHEET LI -17 FOR IRRIGATION LEGEND AND GENERAL IRRIGATION N01 -ES. I KEYMAP: w D z U.1 z 0 F_ U NOLOGY STREET 110- SLOVER AVE SANTA ANA AVE. 000 AL ILL— LANDSCAPE ARC MC rURE 607 Forth Anaheim Boulevard Anaheim, Caftbrnia. 92805 PH9NE: (714) 520-5795 FAX- (714) 520-0106 Ems & kobatakF @eartiilink net CA. LTC. NO. 1219 VPNDSCApe w U 2-31-05 C a,�.ZF°�- ZE®_ o LU IWMI � o DATE 1ST CITY SUBMITTAL 11/09/04 2ND CITY SUBMITTAL 01/20/05 3RD CITY SUBMITTAL REVISIONS Drawn by. GF Checked by: Approved by. R( Scale: 1"=20'—O" Date: Project No.: LEN 401 Project Name: SIERRA BUSNESS(AMNTER, Sheet Title: �G3MGAMON PLAN SIERRAAVENUE Sheet No: 0