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REVISIONS BY 1 2 IRRIGATION LEGEND IRRIGATION NOTES 11'25'19 JW 6.2 1" 10.0 1" SECOND STREET ■ RAINBIRD RWS-M-B-C-1401 ROOT WATERING ASSEMBLY 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LOCAL 0 PEPCO OCT816 OCTABUBBLER CODES AND ORDINANCES WHICH APPLY TO THE CITY OF STOCKTON. ® PEPCO QB2-16 QUADRABUBBLER 2. THE IRRIGATION CONTRACTOR SHALL INSPECT THE SITE AND BE FAMILIAR WITH ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING IRRIGATION POINT OF CONNECTION • RAINBIRD BV050SS BALL VALVE (MANUAL FLUSH VALVE) A BID. THE IRRIGATION CONTRACTOR SHALL REVIEW RELATED DRAWINGS AND SHALL ENSURE COORDINATION WITH ALL APPLICABLE TRADES PRIOR t� RAINBIRD PEB REMOTE CONTROL VALVE, SEE PLAN FOR SIZE. TO SUBMITTING A BID. THE IRRIGATION CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR LJJ THE LOCATION AND THE INSTALLATION OF SLEEVES THROUGH WALLS, } U ® RAINBIRD PEB REMOTE CONTROL VALVE W/RAINBIRD RBY SERIES WYE FILTER, SEE PLAN FOR SIZE. UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 3. THIS PLAN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED FEBCO 825Y-1 1/4", REDUCED PRESSURE BACKFLOW PREVENTION DEVICE IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE Q � LU W/WEATHERGUARD BLANKET SPRINKLER SYSTEM, AND PLANTING AND ARCHITECTURAL FEATURES. c CD X u, cn B 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS Q) N m HUNTER FLOW CLIK FLOW SENSOR WITH FCT-150 RECEPTACLE TEE WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS AND GRADE DIFFERENCES Q � ILL m z IN THE AREA EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. M Q .o CD C ,U SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF E U 0 � _ 0 �� I REAL Q - - - - - - - i ® MASTER VALVE RAINBIRD PEB 1" THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION q - � o Q (� • T VEN CO2 nN I I ENDIN IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY Q Ln N W • :3 r I ►/ NIBCO T-580 BALL VALVE - LINE SIZE FOR ANY REVISIONS NECESSARY. Ol co_ Q 5. ELECTRICAL CONTRACTOR TO SUPPLY 120 VOLT A.C. (2.5 AMP) SERVICE (N v o` o` r I RAINBIRD ESP4SMTE INDOOR MODULAR IRRIGATION CONTROLLER 0 Q o o • KITTEN TO CONTROLLER LOCATIONS. IRRIGATION CONTRACTOR TO MAKE FINAL N N Q U I © INSTALL IN PUMP CONTROL ROOM. CONTROLLER SHALL BE EQUIPPED WITH N N I EXISTING ° 112 RETAIL CONNECTIONS FROM ELECTRICAL STUB-OUTS TO CONTROLLERS 61 RETAIL r I RAINBIRD RSD-BEx RAIN SENSOR AND RAINBIRD MS-100 SOIL MOISTURE SENSOR z ° ' WALK-IN I 6. EACH CONTROLLER SHALL HAVE IT'S OWN INDEPENDENT GROUND WIRE. Q STORM CASHIER P RETAIL �1 W EXISTING 1" WATER METER 7. SPLICING OF ANY WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. DRAIN ° r � o s dP r-' REFRIGERATOP, E asP% 114 115 I LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER W JEXIOAT ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING RETAIL I SCH. 40 PVC SLEEVE, TWICE THE SIZE OF THE PIPE PERMITTED INSIDE SLEEVES. ALL WIRE SHALL BE U.L. APPROVED FOR DIRECT W D 6S R O � - - SCH. 40 PVC MAINLINE, 2" ( W/ 18' COVER ) BURIAL, COPPER AWG-UF 600 VOLT #14 (MIN.). USE ONLY PACKAGED APPROVED O i1 ir WIRE CONNECTORS. CLRP oD I � I I I I FACILITATE RUNNING OF IRRIGATION WIRES.RETAIL TRETIME _1 - - - - - - I I I I NOTE: DUE TO LONG RUNS OF PIPEANDLOW CITY OF STOCKTON WATER PRESSURE 8. INSTALL (1) SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG THE ENTIRE LJJ e I I I I ALL LATERALS SHALL BE 1 MINIMUM. NO 3/4 PIPE SHALL BE USED. MAIN LINE. LOOP 36" EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE Q ~ I i AIR/WATER I I I I VALVE BOX IN EACH GROUP OF VALVES. EXTRA WIRE SHALL NOT MATCH OTHER t , U I ' IIII CL 200 PVC LATERAL LINE, 1' ( W/ 12' COVER ) WIRE COLORS. SPARE WIRES SHALL BE LABELED AS SUCH. ALL WIRES SHALL BE V IIII LABELED AT THE CLOCK WITH STATION NUMBERS. COMMON WIRE SHALL BE WHITE, o 0 0 0 0 0 0 o CONTROL WIRES SHALL BE RED. I I REMOTE CONTROL VALVE IDENTIFICATION NUMBER 9. THE SPRINKLER SYSTEM IS DESIGNED TO OPERATE AT A MINIMUM OF 30 PSI. N Q I I 14 I I 1 I 1 REMOTE CONTROL VALVE SIZE THE IRRIGATION CONTRACTOR IS TO PERFORM A STATIC AND DYNAMIC PRESSURE LU I I I I I TEST, VERIFY AT LEAST 45 PSI STATIC AND RECORD THE PRESSURE READING AT Q CL EXISTING PA KING EXIS1 ING PARKING IIII 44.5 1.5" REMOTE CONTROL VALVE GPM 10 GPM. REPORT FINDINGS TO LANDSCAPE ARCHITECT. IN THE EVENT THAT THIS Q RESTRIPE F ESTRIPE IIII NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME U 1 11 IIII FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. Z U 10. INSTALL DRIP EMITTERS AT THE FOLLOWING RATES: ACCESSIBLE PARKING STALLS SEE IIII (1) PER 1 GALLON SHRUB, (2) PER 5 GALLON SHRUB Q I IIIETAIL 1/T2 FOR IMENSIONS 11. IRRIGATION CONTRACTOR TO NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION 111 i IIII AND TESTING OF BACKFLOW PREVENTION DEVICE. a 111 IIII 12. PRIOR TO TRENCHING, CALL UNDERGROUND SERVICE ALERT AT. 1-800-642-2444. J J 111 I IIII 13. NOTIFY THE LANDSCAPE ARCHITECT OF ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL. DO NOT PROCEED I I� I IIII UNTIL THE LANDSCAPE ARCHITECTS INSTRUCTIONS ARE OBTAINED. I I 14. LOCATE ALL BUBBLERS ON UPHILL SIDE OF TREES AND SHRUBS. I� I IIII WATER USE CALCULATION 15 WE LDS S SEALAN BET CUT U RE OAN-HARDENING AND ND PRIMER S ALLL BE M SEDBLE WITH PIPE. ALL PVC 111 I r - - - - - - - - - - - - - - - - - - - - - - - - - - IIII 16. CONTRACTOR SHALL GUARANTEE THE IRRIGATION SYSTEM FOR A PERIOD OF (1) YEAR 111 I I I 111 1 AFTER DATE OF FINAL ACCEPTANCE. 111 I I I IIII 17. CONTRACTOR SHALL ENSURE THAT SLEEVES UNDER PAVEMENT ARE MARKED AT CURB, M A WA = (49.1 )(0.62)(0.45 X 1 ,132) TO AID IN LOCATING THEM.18. GENERAL CONTRACTOR SHALL STUB 2" CONDUIT THROUGH WALLS/FOUNDATIONS TO FACILITATE RUNNING OF IRRIGATION WIRES. I I M AWA = 15,507.15 GALLONS PER YEAR 19. AN IRRIGATION AUDIT SHALL BE CONDUCTED AT THE COMPLETION OF IRRIGATION I I SYSTEM INSTALLATION, AND SHALL BE PROVIDED TO THE CITY OF STOCKTON COMMUNITY I (E)UNDERGROUND I DEVELOPMENT DEPARTMENT, BY THE PROJECT LANDSCAPE ARCHITECT. THE AUDIT SHALL I FUEL TANK I INCLUDE ALL REQUIREMENTS AS NOTED IN SECTION 492.12 OF THE MODEL WATER (E)POWER I I EFFICIENT LANDSCAPE ORDINANCE. NOTE: ALL IRRIGATION AUDITS SHALL BE CONDUCTED POLE L - - - - - - - - - - - - - - - - - - - - - - - - - J BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR. r-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - W SNo. 533 C��`�P I I 0 ESTIMATED TOTAL WATER USE JustinNOWare� 1 Sign ture I I I I I I O 2/28/20 I I Q Expiration Date Q REFERENCE EVAPOTRANSPIRATION (ETo): 49.1 !' Dated ( ) I AGE I I E)SI Q PLANT ESTIMATED �� 0 A1��4 (f� IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X F C I Q HYDROZONE FACTOR METHOD EFFICIENCY (IE) (PF/IE) AREA (SF) AREA TOTAL WATER I I W (PF) USE (ETWU) zi CANOPY ABOVE i LOW:TREES 0.2 DRIP 0.81 0.2469 80 19.75 601.23 W m I I L-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -J LOW: (n SHRUB BEDS 0.3 DRIP 0.81 0.3704 1,052 389.66 11,862.03 �J TOTALS: 1,132 409.41 12,463.26 w w SCOPE OF WORK HYDROZONE LIMITED TO INTERIOR INFORMATION TABLE �y REMODEL & NEW �I LANDSCAPING. NO ADDITIONAL SITE WORK HYDROZONE VALVES IRRIGATION METHOD AREA % OF LANDSCAPE AREA CLIENT � LOW DRIP 80 SF 7.06 PROPOSED (TREES) 2 LOW 1 DRIP I 1,052 SF 92.94(SHRUB BEDS) �-+ 11N j� TOTAL: 1,132 SF 0 NOTE: 1,132 SF OF LANDSCAPE AREA NOTED ABOVE AND USED IN CALCULATIONS ABOVE REPRESENTS ALL LANDSCAPE AREA AT A REDEVELOPED SITE X111 1 STANDARD VALVE BOX SHEET TITLE FINISH GRADE 11 1 0 0 1 III O / /ISTI / / MIN. 18/2 WIRE TO INTERFACE PANEL. I 1 I1 1 EXISTING O STC/ DR MAXIMUM WIRE DISTANCE RUN OF 1,000'BOLLAR0 II (EXISTING �,, O REMAIN / /0 / / O O O FLOW-CUK r l kM DRAIN j�l �XIST EOGDEE / �.J FCT-150 RECEPTACLE IEE ® THESE PLANS ARE SUBJECT MAIN UNE PIPE Q O O TO FIELD APPROVAL Q � Ow � IF THESE PLANS ARE NOT ON THE JOB SITE NO INSPECTIONS WILL BE MADE To /RRIG00N VALVES Q o WATER PURVEYOR INFORMATION w ~' PROJECT WATER PURVEYOR IS CALIFORNIA REV= l PROJECT WATER SERVICE COMPANY 209 464-8311 *NOTES INLET PIPE LEHGTH OF SENSOR MUST BE MIN. fOX PIPE DA SIRNGHT, PLAN REVIEW ACCEPTANCE DATE 7/10/19 CLEAN RUN OF PIPE, NO FITTINGS OR TURNS OUTLET PIPE LENGTH OF SENSOR WATER USED ONSITE SHALL BE FROM A CITY OF STOCKTON MUST BE MIN. 5X PIPE OR. OF STRAIGIH CLEAN RUN OF PIPE, NO FITTINGS OR (URNS. Aug 04 2020 SCALE 1"=101 POTABLE WATER SOURCE APPROVED PLANS DRAWN JW CALIFORNIA WATER HAS CONFIRMED A STATIC By:dhenry Date:08/06/2020 NOT TO SCAI,� WEST COAST CODE CONSULTANTS SHEET L2 WATER PRESSURE OF 50 PSI ONSITE OF 3 SHEETS