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Home My WebLink About3165-2North J+ � cr- I 11 0--- ' --...-------------------- I I I i I IF1' —n— tio ' II ' ; j I i PLAN I� I � .�- - ' PLAN —` I � SERIF( CONTROLLER I I +1 ---- ; ' i ( i , LOCATION IN THE FIELD 1 25� -----' 24 N 213A I �.�.. 13C—R-, ; N I r tf'i a) I 24 I I I 11 1 PAD=314.1 ,PAD=314.6I 26 Q !a ----- l PLAN 313A ,- I PLAN 313 C - R ♦ , AN, ' ------------------------------ -�� VIDE SPA 3' , ;AJC I I _ . -_ . _- - _ •- EEVE-TYPICAL mw�7��i I�... r ------ --- --------------- ---------------------- ------ -- ----_- -------- --------------------------------- --------- -r�------- - ------------------------------ -------- �; ♦� - ------------------------------------- ---- --------------- ----- --------- ----------- ♦'y 1 I :1 MAKE P.O.G. AT I" WATER METER -VERIFY ♦ ♦ I LOCATION IN FIELD, PSI 15 I10-110 ♦ I - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MILLER AVENUE z 0 s ♦ 24 23 22 21 20 19 17 1 14 18 16 13 I42) r �IE r �� r r � _._.._._._ T._.7,_ -------- 0 i 1 2J min l• 1� I BEECH AVENUE 1 I IRRIGATION SPECIFIOATION5 1-1/2" SLEEVE 2" SLEEVE ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF FONTANA'S LANDSCAPE DEVELOPMENT DESIGN INTENT 15 TO PROVIDE COMPLETE IRRIGATION COVERAGE TO ALL PLANTED AREAS, AS FIELD CHANGE MAY OCCUR, CONTRACTOR I5 REQUIRED TO PROVIDE 100% COVERAGE TO ALL FRICTION (PSI LOSS) YAL1/E 6 16-24 WIRES STANDARD LANDSCAPE SPECIFICATION MANUAL FOR 5TREETSCAPE-5 AND PARKS. AREAS. IN NO INSTANCE SHALL HEAD 5PAGING EXCEED 55% OF MANUFACTURERS RECOMMENDED _ 25-35 WIRES - 1-1/2" PIPE VERIFY ALL CONOITION5 AND VIMEN51ONS PRIOR TO COMMENCING ANY WORK, NOTIFY THE 5PAGIN6 FOR COVERAGE. CONTRACTOR 5HALL NOT KNOWINGLY IN5TALL A SPRINKLER 5Y5TEM I" WATER METER 2.80 LANOSGAn ARCHITECT IMMEDIATELY IF ANY DISCREPANCY 15 FOUND. CONTRACTOR SHALL WITH IMPROPER COVERAGE, FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT SHALL RESULT IN I-1/4" BACKFLOW PREVENTER 12.50 THOROUGHLY FAMILIARIZE HIMSELF KTH ALL 51TE CONDITIONS PRIOR TO BIDDING OR THE CONTRACTOR REPAIRING/REPLACIN6 SAID SYSTEM AT His OR HER EXPENSE. ELEVATION CHANGES -- COMMENGIN6 WORK. ALL SPRINKLER HEADS INSTALLED ADJACENT TO CURBS AND WALK5 SHALL BE POP --UP TYPE. LATERAL LINES MAIN LINE (600 LF) 1.2'T 16.32 EXTREME GAUZE SHALL 13E EXERCISED WHEN WORKING ADJACENT TO ANY STRUGiVRES OR IN NO INSTANCE SHALL RISER TYPE SPRINKLERS BE INSTALLED ADJACENT TO PEDESTRIAN FITTINGS (2090 OF MAIN LINE) 1.63 UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND ASS' I" VALVE 5.50 iREPAIRIN6 ANY DAMAGES CAUSED BY HIS WORK AT NO 005T TO THE OWNER. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE MISC. 1.0 ------------..._.-------------- .. - O.211 8' AND TO MINIMIZE OVERSPRAI' ONTO WALK5, ROADWAYS AND/OR BUILDING5. TH15 SHALL TOTAL P51 L055 41.02 IRRIGATION DESIGN 15 BASED ON AN AVAILABLE WATER PRESSURE OF TS P.S.I. WITH A INCLUDE SELECTING THE BEST DEGREE OF ARG TO FIT THE EXISTING SITE CONDITIONS AND 022 6' ADJUST AS REQUIRED, SIE DETAIL A SHEET 4 MAXIMUM SYSTEM DEMAND OF 24 O.P.M. CONTRACTOR SHALL VERIFY DATA PRIOR TO TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM PRE-55URE FOR EACH WATER PRE55ORE CIO P.5.1. COMMENCING WORK. WATER AVAILABILITY INFORMATION WAS OBTAINED FROM FONTANA WATER SYSTEM. LE55 TOTAL P51 L055 -41.02 COMPANY. - - _ _ --- _...__ _ 1-1/2'-T-113 (LINE SIZE) ----... _ ------- ------ _..... __ - - - --..... ................................ - - SEE DETAIL G SHEET 4 ® ALL PIPING AND WIRING UNDER PAVING SHALL BE SLEEVED IN A 50H. 40 PVG PIPE, SIZE EQUALS 950DW XRIF-5-51ZE AS 5HOWN MAKE POINT OF CONNECTION AT THE WATER METER AS SHOWN ON THE PLANS AND RUN A 1-1/2" AS REQUIRED AND WITH A MINIMUM COVER TO FINISHED PAVEMENT GRADE OF 24'. MINIMUM TO FARTHEST HEAD 48.x8 50H. 40 P.V.G. MAINLINE 18' DEEP TO AREAS WHERE VALVES ARE LOCATED. INSTALL A LINE SPRINKLER OPERATING PRESSURE 30.00 SIZED GATE VALVE IN A ROUND PLASTIC BOX AT P.O.G. FOR EMERGENCY SHUT-OFF. CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE RECORD DRA,WINCS TO THE CITY UPON RESIDUAL WATER PRESSURE 18.18 SEE DETAIL E SHEET 4 COMPLETION OF THE PROJECT. PRANIN66 SHALL INDICATE ANY CHANGES FROM THE ORIGINAL. QUICK COUPLER VALVE RAINBIRD THE LANDSCAPE ARCHITECT 5 4AL..L.. BE RESPONSIBLE FOR THE INTERPRETATION OF THE PLANS AND DIMENSIONS OF VALVES QU1CK COUPLERS CONTROLLERS AND ALL OTHER SEE DETAIL F SHEET 4 DRAWIN55 SHOULD A QUESTION ARISE. EQUIPMENT FROM STATIONARY POINTS OF REFERENCE. PIPING SHOWN ON THE PLANS 15 ESSENTIALLY DIAGRAMMATIC, ROUTE PIPING AND LOCATE BEFORE BEGINNING 0ON5TRXT1ON, THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS T 5 Ti VALVES. TO AVOID CONFLICT WITH STATIONARY El WHEN VERTICAL OB TRUG ONS FROM THE CITY. (FIRE HYtRANT9, L16HT5, TREES ETC) INTEiR»RE WITH THE SPRAY PATTERN OF THE HEADS, THE IRRITATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM AT NO ADDITIONAL THE IRR16ATION SYSTEM WILL BE TESTED BY THE OWNERS REPRESENTATIVE IN THE FIELD COST TO THE OWNER, BY IN5TALLIN6 A QUARTER OR HALF HEAD SPRINKLER ON EACH 51M OF BEFORE FINAL APPROVAL. THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. LOCATE ALL VALVES AND BACKFLOW DEVICE IN SHRUB BEO5 WHERE POSSIBLE. INSTALL ALL COMPONENTS PER CURRENT U.P.G. AND LOCAL CODES. WIRING FROM THE CONTROLLER TO THE VALVES SHALL BE DIRECT BURIAL APA, MINIMUM CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE WORKING ENVIRONMENT. DAY AND NIGHT 14 (5A6E. PROVIDE A CONTINUOUS SPARE WIRE(5) TO VALVE(S) FURTHE5T FROM THE BARRICADES MUST BE PROVIDED FOR ALL OPEN TRENCHES. CONTROLLER LOOP WIRE INTO EACH VALVE BOX ALONG THE MAINLINE WITH A MIN. 30' EXPAN510N COIL. SPAM WIRE 15 TO BE A DIFFERENT COLOR FROM OTHER CONTROL WIRES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UNDERGROUND SERVICE ALERT LABEL WIRE SPARE IN CONTROLLER. AT 1-600-422-4133 AT LEAST 46 HOURS PRIOR TO TRENCHING FOR EXACT UNDERGROUND 56H SIO PVC. 5L.EVINO CHART 1-1/2" SLEEVE 2" SLEEVE 4-8 WIRES 9-15 WIRE5 3/4" PIPE I" PIPE 2-1/2" SLEEVE 16-24 WIRES 1-1/4" PIPE 3" SLEEVE _ 25-35 WIRES - 1-1/2" PIPE 4" SLEEVE 36-50 WIRES 2 - 2-1/2" PIPE 6" SLEEVE 51-100 WIRE5 3" - 4" PIPE PROVIDE CHECK VALVES A5 NEEDED TO ELIMINATE ALL LOW HEAD DRAINAGE. UTILITY LOCATIONS. THE CONTRACTOR A55UME5 ALL RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT OF UNDERGROUND UTILITIES OR STRUCTURES WHICH ARE DAMAGED DURING THE ALL EQUIPMENT SHALL BE A5 L15TED IN THE LETENO. %65TITUTION5 WILL NOT BE COUR5E OF COMPLETING TH15 WORK. PERMITTED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. ALL EQUIPMENT SHALL BE INSTALLED PER DETAILS, IN THE ABSENCE OF DETAILS, INSTALLATION SHALL BE IN ACCORDANCE WITH T HE STANDARD PRACTICE OF THE TRADE. CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNO;;� PROVIDE A COLOR CODED LAMINATED CONTROLLER CHART IN THE CONTROLLER SHOWING THE VALVES AND AREAS SERVED BY EACH VALVE. Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE OSHOULD CONSTRUCTIONOF THE REQUIRED IMPROVEMENTS r�.vF DSCAPE ARCHIITEECTS ,= NOT COMMENCE WITHIN TWO YEARS OF THE DATE OFcy`y/.�`, DRAWN BY: N APPROVAL SHOWN HEREON AND CARRIED FORTH IN A w :``� 1ANDSCAPH �T�M CAD TRACTS W26 AND 16273 SCALE: "=20' -+ WMGATION CONSULTAPIT9 DIAL cD TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE �� DESIGNED BY: LANDSCAPE MAKMNANCE DISTRICT DATE: BEFORE DAYS BEFORE REVISIONS TO THE PLANS TO BRING THEM INTO * 3rs vlvz * S.T.B. D iCA`T1aN PLAN 4/29/02 z YOU DIG YOU DIG CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. P to ESA vine Stec. Seita Zoe 0 2� TOLL FREE 1-800-227-2fi00 `9 o272L,F �� xaaisxia�caitr 92379 CHECKED BY: APP OVED RAWING NO.: 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT {909) 798-74 Fes 909 307-8236 -� CA CA Lia No. 27i, . No. 488 � R - `��J�O CITY GINEER R.C.E. 51152 DATE 4 I RRI OATI CSN EGU I PMENT LEOEND 5YM DESCRIPTION MANUF. MODEL P51 OPM RAD. NOTES 8 POP-UP SPRAY SPRINKLER TORO 5lOZ-12P-COM-I5H-PC 30 1.50 15' ADJUST AS REQUIRED, SEE DETAIL A SHEET 4 0 POP-UP SPRAY SPRINKLER TORO 510Z -12P -COM -I50 -PG 30 Obi 15' ADJUST A5 REQUIRED,! 1M DETAIL A SHEET 4 6 POP -IIP SPRAY SPRdNKLER TORO ~ 5'7OZ-I2P-COM-I5T-P6 30 1.00 15' ADJUST A5 REQUIRED, SEE DETAIL A SHEET 4 ® POP-UP SPRAY SPRINKLER TORO 5?OZ-12P-COM-6i-l-PG 30 0.44 61 ADJUST A5 REQUIRED, SEE DETAIL A SHEET 4� -.... _......... --- ®— ..... ---- -.................... _... .... - - - - - POP-UP SPRAY SPRINKLER --------- ---- ---------------------•-- •-•--------------- TORO - ._....._ - - --- - _.__----•-. 51OZ-12P-GOM-BT-P(' 30 ------------..._.-------------- .. - O.211 8' _..... --..... .- ..... _..__- AD U* -T AS REOUIRED, SEE DETAIL A SHEET 4 0 POP-UP SPRAY SPRINKLER —_-- TORO 5-lOZ-12P-COM-PQ-P6 30 022 6' ADJUST AS REQUIRED, SIE DETAIL A SHEET 4 ® ELECTRIC CONTROLLER NETV ORK 8000 #132-6-6-08 SEE DETAIL B SHEET 4 -- --------............... - •--- - GATE VALVE - --TORO - , -- - ---- NIBCO - - _ _ --- _...__ _ 1-1/2'-T-113 (LINE SIZE) ----... _ ------- ------ _..... __ - - - --..... ................................ - - SEE DETAIL G SHEET 4 ® IRRIGATION CONTROL VALVE SUPERIOR 950DW XRIF-5-51ZE AS 5HOWN SEE DETAIL 0 SHEET 4_— m ELECTRIC METER _ OWNER PROVIDED BY OWNER-�- N ----_� R. P. BACKFLOW PREVENT'ER _-- WILKINS --- ---�- — ^--� --�� 1-1/4'-lM5)UV WYE 5TTRAINER A55EMB. SEE DETAIL E SHEET 4 @ QUICK COUPLER VALVE RAINBIRD 35PRO (3/4°) SEE DETAIL F SHEET 4 MASTER VALVE SUPERIOR 1-1/2'-3000 SERIES SEE DETAIL H SHEET 4 (D FLOW 5EN50R DATA INDUSTRIAL 22OP-1-1/2'' _ _ --- - _ _--- SEE DETAIL H SIFT 4 9 -----®-- PROP05ED I' WATER METER - - - _ _ _ -- --_------------- BY OTHERS ---------- _..............-..... -.... ----- - - - __ _ _ __.... ....... -- ..... _ -- - -- CONFIRM LOCATION IN THE FIELD ----------------------------- -- --- RAIN RAIN -9V-OFF PER CITY 5TAWARDS --------------- - 50 DETAIL G SHEET 4 SCH. 40 PVC, PIPE/WIRE SLEEVE (MIN. 2x DIA OF PIPE) BURY MIN. 24"- SIZE PER CHART - -- 1-1/2' SGH. 40 PVC MAINLINE BUIRY MIN. 18' 5CH 40 PVG LATERAL LINE --------------------- ---- - - -- _... - - -- - - - BURY MIN. 12' VALVENUMBER --------- -..... ----------------------------__.._...__..._ ..........................._----.......-------- -- ----- VALVE DEMAND (OPM) VALVE SIZE PROVIDE CHECK VALVES A5 NEEDED TO ELIMINATE ALL LOW HEAD DRAINAGE. UTILITY LOCATIONS. THE CONTRACTOR A55UME5 ALL RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT OF UNDERGROUND UTILITIES OR STRUCTURES WHICH ARE DAMAGED DURING THE ALL EQUIPMENT SHALL BE A5 L15TED IN THE LETENO. %65TITUTION5 WILL NOT BE COUR5E OF COMPLETING TH15 WORK. PERMITTED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. ALL EQUIPMENT SHALL BE INSTALLED PER DETAILS, IN THE ABSENCE OF DETAILS, INSTALLATION SHALL BE IN ACCORDANCE WITH T HE STANDARD PRACTICE OF THE TRADE. CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNO;;� PROVIDE A COLOR CODED LAMINATED CONTROLLER CHART IN THE CONTROLLER SHOWING THE VALVES AND AREAS SERVED BY EACH VALVE. Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE OSHOULD CONSTRUCTIONOF THE REQUIRED IMPROVEMENTS r�.vF DSCAPE ARCHIITEECTS ,= NOT COMMENCE WITHIN TWO YEARS OF THE DATE OFcy`y/.�`, DRAWN BY: N APPROVAL SHOWN HEREON AND CARRIED FORTH IN A w :``� 1ANDSCAPH �T�M CAD TRACTS W26 AND 16273 SCALE: "=20' -+ WMGATION CONSULTAPIT9 DIAL cD TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE �� DESIGNED BY: LANDSCAPE MAKMNANCE DISTRICT DATE: BEFORE DAYS BEFORE REVISIONS TO THE PLANS TO BRING THEM INTO * 3rs vlvz * S.T.B. D iCA`T1aN PLAN 4/29/02 z YOU DIG YOU DIG CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. P to ESA vine Stec. Seita Zoe 0 2� TOLL FREE 1-800-227-2fi00 `9 o272L,F �� xaaisxia�caitr 92379 CHECKED BY: APP OVED RAWING NO.: 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT {909) 798-74 Fes 909 307-8236 -� CA CA Lia No. 27i, . No. 488 � R - `��J�O CITY GINEER R.C.E. 51152 DATE 4