Loading...
HomeMy WebLinkAbout3735-30STREET 24 NDS 33 2 111 2 1 25 — IRRI64TION f:RESSURE CALCS NEIL) 2" LU,4TER METER / CONTROLLER 'J' CONTROLLER 'J' CITY OF FONTANA, CALIFOWIA APPURTENANCE / PIPE PSI LOSS / GAN WORST CONDITION RCV J-1 2' WATER METER 0 PRESSURE ZONE WsL / NEAREST TANK 292.00 2' BACKFLOW PREVENTER 89 WATER METER ELEVATION 1600 MASTER VALVE 13 DIFFERENCE N ELEVATICN 2140 GATE VALVE l I 1 114 STATIC PRESSURE 92b6 I-1/2'REMOTE CONTROL VALVE 3A MANLNE ►LEAD GAN/LOSS 3.2 WATER METER SIZE 2' LATERAL LINE HEAD GAN/LOSS 13 RCV SIZE 1-1/2' SCH 40 MAINLINE FRICTICN LOSS 42 RCV ELEVATION 18.00 SCH 40 LATERAL LNE FRICTION LOSS 49 RCV DEMAND (GPM) 33:0 STATIC PRESSURE REQUIRED 60.1 TOTAL PSI GAIN / LOSS 30.1 DESIGN PRESSURE 30.0 PSI REQUIRED 60.1 STATIC PRESSURE 99b RESIDUAL PRESSURE 39.5 26 — HRODUC.,7MON AVE. 27 2% 33 i-1/2" all 411 10 � II ]in U�'� ��'� RMII It LIMIT T OF WORK — — ...�. .... .�. — �.. — ...� ... r. .�. C 0 1 ® 2211 oC� 1 1 7 2211 2211 L1 it co i I (o" 5LV. < i I 30 Lu � II � I I I I 111 22 Xtri 33 2211 4 — CONTRACTOR SHALL PULL TWO SPARE WIRES TO RCV BOX J-1 4 J-28. RCV LOIRE SHALL BE OF DIFFERENT COLOR, COIL AN ADDITIONAL 24" OF SPARE WIRE IN RCV BOX, 1-1/211 .4 220 210 1n 2 G°�G030DMCM0N AVE. 32 33 — -- --I-- — — -- —f — — 4 — — — n 2111 2 2211 III 3u 111 33 r2J EXISTING CONDITION NOTES CONTRACTOR SHALL PROVIDE TEMPORARY INSTALLATION AS NECESSARY TO MAINTAIN EXISTING IRRIGATION SYSTEM FULLY OPERATIONAL DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT -IN-PLACE ALL EXISTING IRRIGATION SYSTEMS. 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 H15 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. 11;i:1100 PROPOSED CONTROLLER 'J' LOCATION. CONTRACTOR TO INSTALL NEW CONTROLLER WITH TORO MODEL": (ESB3(o-U2-24SSB6-OBS/1-VRA) 36 STATION CONTROLLER, CONTRACTOR SHALL COORDINATE THE DIS -CONNECTION AND RE -CONNECTION OF THE 120 VAC POWER TO THE EXISTING CONTROLLER AND REINSTALL THE OEM '1% 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 RESISTANT ENCLOSURE, FINAL LOCATION OF CONTROLLER TO BE APPROVED CITY INSPECTOR. PROPOSED P.O.C. - NEW 2-J' SUPPLY LINE FROM A 2" DISK DOMESTIC WATER METER TO A NEW 2" BACKFLOW PREVENTER LOCATED IN THE SHRUB AREA. FINAL LOCATION OF THE BACKFLOW PREVENTER TO BE APPROVED BY THE LANDSCAPE ARCHITECT. THE SYSTEM REQUIRES 33 GPM MAX a 60 PSI MIN. HGL +/-88 PSI(HGL OBTAINED FROM ANGELO NAVARRO, WEST VALLEY WATER DISTRICT. PRIOR TO INSTALLATION CONTRACTOR SHALL VERIFY STATIC PRESSURE IN THE FIELD. IF STATIC PRESSURE IS MORE THAN 20% OVER THE REQUIRED OPERATION PRESSURE, CONTRACTOR SHALL INSTALL A WILKINS 600 SERIES PRESSURE REGULATOR, SET a 65 PSI. 111 inn �II CONTRACTOR TO INSTALL THE MASTER CONTROL CABLE. DIRECT BURIAL AND RUN IN THE SAME TRENCH AND PARALLEL TO MAINLINE, WHERE CABLE IS NOT IN TRENCH WITH MAINLINE, ENCLOSE IN 2' PVC CONDUIT. TYPICAL - ALL PIPING SHOWN IN PAVED AREAS ARE FOR DIAGRAMMATIC PURPOSES ONLY AND ARE TO BE INSTALLED IN PLANTINGAREAS WHEREVER POSSIBLE. CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS BY INSTALLING THE APPROPRIATE PRESSURE COMPENSATING SCREENS, PRIOR TO USING THE ADJUSTING SCREW. CONTRACTOR SHALL GUARANTEE THE SURVIVAL OF ALL PLANT MATERIAL WHILE INSTALLING THE NEW IRRIGATION SYSTEM. THE CONTRACTOR SHALL ALSO GUARANTEE THE SURVIVAL OF ALL PLANT MATERIAL WHILE RETROFITTING THE EXISTING IRRIGATION SYSTEM. ►rI' wu0* .. . . .Y), SEE SHEET LI -17 FOR IRRIGATI©N LEGEND AND GENERAL IRRIGATION NOTES. ..,."` 33 29 --I--- — I� ■ ��/ ' z F_ m I Z_X i CP r"z� Lu 'EX15TING 35 MAINLINE 'F' Lu Lu i3 i �rrr 0 i � (P Z � K E YM AP: k- obcft on REM gq- w5wu I --iiiiiiiw%wo 11ANDSCAP'E ARC.' FMC I'M 607 North Anaheim Boulevard Anaheim, California. 92805 PHONE: (714) 520-5795 FAX (714) 520-0106 Email: ko CA. LIC. NO. 1219 \'PNDSCApe KpBAT4 N '9,p J � -31-05 EWWAL DA CA�Z� lug—. luul u L4 DATE 1ST CITY SUBMITTAL 11 Z09104 2ND CITY SUBMITTAL 01 120Z05 3RD CITY SUBMITTAL REVISIONS Drawn by: GF Checked by. Approved by. RK Scale: 1"=20'—O" Date: Project No.: LEN( 401 Project Name: SIERRA BUg`4NEaa(`iENTER Sheet Title: ORG3 GAMON PLAN PRODUCTMN AVENUE Sheet No: O