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HomeMy WebLinkAbout3735-25S PRODUCT�ON AVENUE I 5K 24 1- — E \ fm 1K 24 O I Q E E — — �— — _ �_ �. .ems' ._sir = ..�-e�..�^s a a- _.a�a"'v.�� a a��. �r--�-��. �. _.��a_ �� ss-m-�_ : •�_ : �-�- -ae. s �+_. �..r..�-� s- --� I K ---------------- ----- — ------ t ---------J- `_�-------------- E----- -------------------------- --- �- ----E------- _RJU — 1"� `1 -- —-----=/-----RJL ---- — — ��— —---------------------------------—---- ------------------- — ----------------- �2 \� u ° °lLU - 4 -- --- ------------------- ♦--------------- ------------------------------------- ------------- -------------------------------------------------- -- ------------------------------ -� -- — �...�.�--,�.■..—�...... � �n — —° OHP OHP OHP a OHP QHPC OHP OHP 1^'�--OHP � OHP LU OHP OHP Lt tN OHP OHP —OHP �— —p�FJ C� SANTA A AVE III I I �I 2 111 C _ - - - --------------------------------- (� III I --"------ — ------ Ir 22 /2" WIRE 3n 1 n . 3n 1 3n ' n 4 _ '4 LU — — _`-- �` �_ ----- ---- ----- — — — — — — --- — ---- --- ----- — --- --- ---- -- — —-------- — STA: 21+07.73 SANTA ANA AVENUE-- / STA: 10+00.00 B STREET C,I NSE C- W W W W W W W W W W W W IRRIGATION I=RESSLIRE CALCS IRRIGATION PRESSURE CALCS 4L 2$ NEW 2" WATER METER / CONTROLLER 'K' NEW 2" WATER METER / CONTROLLER 'L' 1-1/2" Z 1% moon O / z i W W Z_ W CITY OF FONNTTANA CALIFORNIA SLOVER AVE APPURTENANCE / PIPE PSI LOSS / GAM WORST CONDITION RCV K-20 2' UJATER METER 1.9 PRESSURE ZONE HGL / NEAREST TANK 29200 2' 5AC*LOW PREVENTER 89 WATER METER ELEVATION 6200 MASTER VALVE 13 DIFFERENCE IN ELEVATION 230.00 GATE VALVE ( 11 10 STATIC PRE900RE 996 1-1/2' REMOTE CONTROL VALVE 3.4 MAINLINE HEAD GAIWI.099 MAINLINE HEAD GAN/LOSS 13 WATER METER SIZE 2' LATERAL LINE HEAD GAN/LOOS 13 RCV SIZE 1-1/2' eCH 40 MAINLINE FRICTION L096 12.5 RCV ELEVATION 100 SCH 40 LATERAL LINE FRICTION LOSS 62 RCV DEMAND IG.PM.1 4110 STATIC PRESSURE REQUIRED 100 TOTAL PSI GAIN / LOSS 318 DESIGN PRESSURE 300 "I REQUIRED 618 STATIC PRESSURE 996 RESIDUAL PRESSURE 318 8K 24 1-I/2" n n IT n n F AM -AVE -,,-- -W W W CONTROLLER 'L' CITY OF FOW*K CALIFORNIA SLOVER AVE APPURTENANCE / PIPE MI LOSS / GAM WORST CONDITION RCV L-13 2' WATER METER l9 PRESSURE ZONE HGL / NEAREST TAN, 292.00 2' BACI<FLOW PREVIMR 8.9 WATER METER ELEVATION 62.00 MASTER VALVE D DIFFERENCE IN ELEVATION 230.00 GATE VALVE ( 1) 1.0 STATIC PRESSURE 9916 1.1/2' REMOTE CONTROL VALVE 3A MAINLINE HEAD GAIWI.099 0 WATER METER $12 2' LATERAL LINE HEAD GAIWLOSB 13 RCV SIZE 1-V2' 904 40 MAINLINE FRICTION LOSS 46 RCV ELEVATION 10.0 SCH 40 LATERAL LINE FRICTION LOSS 3.5 RCV DEMAND (G.PMa 23.0 STATIC PRESSURE REQUIRED 10.0 TOTAL "I GAN / LOSS 212 DESIGN PRESSURE 300 PSI REQUIRED 512 STATIC PRESSURE 996 RESIDUAL PRESSURE 42A PROPOSED CONTROLLER 'K' LOCATION. CONTRACTOR TO INSTALL NEW CONTROLLER WITH TORO MODEL": (ES548-U2-24SS5B-OBS/1-VRA) 24 STATION CONTROLLER CONTRACTOR SHALL COORDINATE THE D15 -CONNECTION AND RE -CONNECTION OF THE 120 VAC POUTER TO THE EXISTING CONTROLLER AND REINSTALL THE OEM 120/m 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 41 GPM MAX 6 68 PSI MIN. HGL V-99 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 PRE55URE REGULATOR, SET 0 65 PSI. 24 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. FIE '- - �i''','rG►�G�■■■i�Gi�Ii?�L=�GG�Gi�,`i��'V�i�i�L■ii�G��i"�■■►rti7�G�Gi�FMii�?�A� ■�ii�i=�G►�G'►G�Gi�G►�i 1— ,- LU. .o ,- LU • • • • - ) • • • kHP U� w i z 1 — 17 rim, Irk. i■ "-" w W CI) ----------------- -�NO PROPOSED CONTROLLER 'L' LOCATION. CONTRACTOR TO INSTALL NEW CONTROLLER WITH TORO MODEL": (125548 -0 -245565 -055/1 -VRA) 24 STATION CONTROLLER CONTRACTOR SHALL COORDINATE THE DIS -CONNECTION AND RE -CONNECTION OF THE 120 VAC POUTER TO THE EXISTING CONTROLLER AND REINSTALL THE OEM 1205ex VOLTAGE STABILIZER ON THE INCOMING POWER SOURCE. THEN MAKE THE FINAL NOOK -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-5 RAIN SHUT OFF DEVICE IN A VANDAL RESISTANT ENCLOSURE. FINAL LOCATION OF CONTROLLER TO BE APPROVED CITY INSPECTOR PROPOSED P.O.C. - NEW 2-�' SUPPLY LINE FROM A 2" D 15 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 23 GPM MAX 6 51 PSI MIN. HGL +/-99 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 20% OVER THE REQUIRED OPERATION PRESSURE, CONTRACTOR SHALL INSTALL A WILKINS 600 SERIES PRESSURE REGULATOR, SET o 65 PSI. CONTRACTOR TO INSTALL THE 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 PIPING SHOWN IN PAVED AREAS ARE FOR DIAGRAMMATIC PURPOSES ONLY AND ARE 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. 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. SEE SHEET LI -17 GEND FSR IRRI�ATIUN LEAND GENERAL IRRIGATION 1©TES. KEYMAP: w ;¢ I� UJ N TECHNOLOGY UJ SLOVER AVE z U.1 z 0 > ¢ v o z_ o 0 Qf ¢ ()If 0 - NTA ANA AVE. hobcft i2§5diN"M lukNDISCAM "CliMCIUM 607 North Anaheim Boulevard Anaheim, CaHfornia. 92805 PHNE: (714) 520-5?<35 P' (714) 520-0106 Email: kobatalee&A hlbilk-net CA,. LIC. NO. 1219 �PNDSCApp �Q KpSA74 12-31—OS REAEVAI DATE lug I�1_u�u l U luul u �J LU LL. .4D 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. RK (T� Scale: 1 "=20'-0" Date: Project No.: LEN 401 Project Name: MERRA 1BUSNESS CENTER Sheet Title: RORIGA ON PLAN SANTA ANA AVENUE Sheet No: O V