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Home My WebLink About3163-2i� Ua tD� F- 1 JURUFA \ � �tJ6f'�, AVENUE S � 2 'etvE S o All - 27 l cm- p�Q P 12 13 14 °°°°00nq ° Ong °AQ °AQ °AQ o0°O°°O°O 1 „;iVIn T 1 1/4 1 103 00, .100 4 RIGATION LEGEN 1 17 = U- LALL L O E W` �m �w E E o I E I . 0 0 0 °° =00 o O o 0 J E1= EU Ito I E F- J To jv0s�E ar E 'o Q G.o�cAlrA ' /�wEA► TORO 570Z -6P -8'-H - 6" POP UP SPRAY 6' .50 30 TORO 570Z -6P -10'-H - 6" POP UP SPRAY 6' .71 30 y� E _ � 5 o w► ,_ E _ P -- TORO 570Z -6P -10'-F - 6" POP UP SPRAY 6' 1.49 30 (�� /� - - TORO 570Z -6P -12'-F 6" POP UP SPRAY 6' 2.19 30 � /�►19nJ�' ice. � = e TORO 570Z -6P -15'-H - 6" POP UP SPRAY 6' 1.65 30 TORO 570Z -6P -15'-T - 6" POP UP SPRAY 6' 1.10 30 ° E �i _ E I_ 0 _ �� I=' �- TORO 5702 -6P -4' -EST - 6" POP UP SPRAY 6' .45 30 n ° E �_ - I v� ° _ ` 1= LL -$- TORO 570Z -6P -4' -SST - 6" POP UP SPRAY 6' .90 30 _ \ / - E w W - I � � o � = 4 1= J H NIBCO MODEL #T-113 GATE VALVE LINE SIZE IN VALVE BOX }E I a/ SUPERIOR 950 -DW SERIES ELECTRIC REMOTE CONTROL VALVE IN BROOKS OR = I ° _ E / 1= APPROVED EQUAL VALVE BOX SIZE AS NOTED ON PLAN FEBCO 825 REDUCED PRESSURE BACKFLOW 1 1/2" ° UL 2 = / w pp WILKINS MODEL 600 PRESSURE REGULATOR -LINE SIZE. SEE DETAIL SHEET L-4 = I- / - AA RAINMASTER RME12 - 12 STATION AUTOMATIC CONTROLLER IN STAINLESS STEEL STRONG BOX ENCLOSURE 1= W/ METER MODEL JSB-24SS/120V E ' 2 / / = W 4 i 1= W CONTRACTOR TO INSTALL RAINBIRD RAIN SENSOR TIED INTO EACH CONTROLLER t(1 ° / / / - < / IE w ❑W 1 1/2" WATER METER BY OTHERS 2 0 _ _ I_ STATIC PRESSURE = 100 P.S.I. INFORMATION PROVIDED BY KIETH O SAN GABRIEL VALLEY WATER CO. O (626) 448-6183 MAXIMUM DEMAND = 32 GPM Z Z = / / / �_ W RAINBIRD MODEL 33DRC QUICK COUPLER IN ROUND VALVE BOX _ LATERALS CLASS 200 MINIMUM SIZE 3/4" - SIZE AS NOTED ON PLAN U = _ I= MAINLINE SCH 40 2" AND BELOW CLASS 315 2 1/2- AND ABOVE - SIZE AS NOTED ON PLAN (� / E Pvtom Bbcjr. or- Ga Rb / _ SLEEVE NOTE: ALL PIPE THAT CRSS UNDER PAVEMENT, AND STRUCTURES .00eE / E �l TO BE IN SCH. 40 SLEEVES PER DETAIL ON SHEET L-4 / o ° ° ° �� ° ♦ E °0 0 E 2 _ 73, F, ° � .' �� off' e ,' P� - _ / / �CS�iw - • /' L/i/ _N -P�lk'�w deep,ly r f Joe`aX 6'wr. lrr^ e wZy �e , Loc i N P/I�ekw� �/yam ed -�" � I RRI AT ,A� •� off" �o 1KN IV 0 SCALE: oN, /24 pq�: U APP DATE:� OL CITY ENGIN R.C.E. � P. DATE � DWG. 3163 6 d 00 en vs conc � w w W� oas a 'Ad NO� G ION NOTES /r�o Q # • r --q 1. RIS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION / �i + i 1 SYSTEM GIVING FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE Allf AX BASED ON LANDSCAPE AND GRADING MADE. ANY DISCREPANCIES, OMISSIONNGS IN S, ERRORS, AT THE TIME THESE DRAWINGS � O RS, ETC. ON THESE DRAWINGS OR 0 �� 1 ' — — �IJI SITE CHANGES, DO NOT AND SHALL. NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBI ® /' j Z _ TO PROVIDE A COMPLETE SYSTEM AS SHOWN. IF NECESSARY, THE CONTRACTOR MAY, WHERE AVENU C CHANGES OCCUR, ADD OR DELETE SPRINKLERS, REROUTE PIPE, ETC. TO ASSURE ADEQUATE 13. DO NOT WIILFU —� AND FULL COVERAGE. LILLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD .. V E n THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN 1L DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF 2. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. , THE OWNERS AUTHORIZED REPRESENTATIVE; OTHERWISE, THE IRRIGATION CONTRACTOR MUST Z Z _ 3. CONTRACTOR SHALL INSTALL CHECK VALVES IN ALL HEADS IN WHICH LOW HEAD DRAINAGE ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. 0 w E � ,,' }� = � OCCURS. � H 14. FINAL LOCATION OF AUTOMATIC CONTROLLER AND THE BACKFLOW PREVENTER SHALL BE i o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 LOCATE ALL VALVES IN PLANTING AREAS. DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. Q 0 0 0 � o o 15. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT m_ ,�, 1 R 000 _ 5 — OW Jv, 5. IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE, CONTRACTOR MUST MAKE 3 "�' ADJUSTMENTS IN THE FIELD TO INSURE ADEQUATE COVERAGE. OVERSPRAY ONTO WALKS AND WALLS/FENCES AS MUCH AS POSSIBLE. �/ w U 16. POLYETHYLINE PIPE TO BE BURIED NO DEEPER THAN 4 BELOW SURFACE. - � �� ALS � � 0 0 0 14AWLWE �"' ,� - 6. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES. = M P�+' t B S�' 3 ,f � — 0-4 �1 W ` 17. LOCATION OF P.O.C. IS ONLY DAGRAMATIC. LOCATION MUST BE VERIFIED IN FIELD. O Aft�,0 X �0 A-5 ✓ • -f'% 7. ALL SHRUBBERY -TYPE HEADS ADJACENT TO WALKS SHALL BE INSTALLED AS LOW AS a / � � NECESSARY TO PREVENT ANY DAMAGE TO IRRIGATION SYSTEM. 18. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER w q Z W= �a 32� 8. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. ANY DEFECTIVE ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF �'� Q [ MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIG- REQUIRED TO OPERATE SYSTEMS. 44 ATION CONTRACTOR AT NO COST TO THE OWNER. J E '� 19. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER AND BACKFLOW PREVENTER TO w p" Z " 9. 120 VOLT ELECTRICAL POWER OUTLET FOR C BE OF MATERIAL AS REQUIRED BY CURRENT WATER DISTRICT. NORTH — — — - _ IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO SCALE 1" = 20'-0" CONTRO LLER. 10. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER OF #14 DIRECT BURIAL. USE BLACK FOR PILOT, WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN s — /300�_36 LINE PIPING WHERE POSSIBLE. ♦ 11. PROVIDE MINIMUM 18 COVER OVER ALL PRESSURE MAIN UNE PIPING, AND 12 OVER ALL OP ♦ NON -PRESSURE LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED ' .0. .00 ' I IN A PVC SCH. 40 SLEEVE WITH 36" MIN. COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON 0 ' ' I PLANS. CITY DEPTH REQUIREMENTS FOR PIPE SUPERCEDE ALL THE ABOVE DIMENSIONS. •0 I I 12. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM �' I I PERFORMANCE AND TO PREVENT OVERSPRAY AS MUCH AS POSSIBLE. i CITY OF FONTANA, CALIFORNIA DRAWN BY- SCALE: DESIGNED BY: /24 pq�: CHECKED BY: APP DATE:� OL CITY ENGIN R.C.E. � P. DATE � DWG. 3163 6 DRAWN BY DATE I�E 59< 2/6/02 KvNk - JOB NO. C3�Q- y �+ HL NT011�4 �c 10/31/02 * SHEET NO. Ra d Date F L-2 � CA1-� OF �p SHTS.