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IRRIGATION NOTES
<br /> 1. THIS SYSTEM IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (450) GPM WITH A
<br /> MINIMUM (40) STATIC P.S.I. AT THE POINT OF CONNECTION AND AN ADDITIONAL
<br /> BOOSTED PRESSURE OF (60) P.S.I.AT THE PUMP. CONTRACTOR SHALL VERIFY PRESSURE
<br /> PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD DISCREPANCY
<br /> ARISE AND RE-DIRECT WORK TO AVOID DELAY.
<br /> 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SUPPLY WITH GENERAL CONTRACTOR.
<br /> GENERAL CONTRACTOR SHALL STUB APPROPRIATE POWER SUPPLY IN VICINITY OF
<br /> CONTROLLER LOCATION.
<br /> 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING,VALVES, QUICK
<br /> COUPLERS, ETC. ARE SHOWN OUTSIDE PLANTING AREAS,OR LIMIT OF WORK; INTENT IS
<br /> FOR PIPING,VALVES, ETC.,TO BE INSTALLED WITHIN PLANTING AREAS OF PROPERTY.
<br /> INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS.
<br /> REFER TO SPECIFICATIONS.
<br /> 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO ENSURE PROPER IRRIGATION. BASED
<br /> ON PLANT TYPE, EXPOSURE AND SEASON.
<br /> 5. CONTRACTOR SHALL USE EXTREME CARE WHERE IT IS NECESSARY TO TRENCH NEAR 10
<br /> EXISTING TREES. EXCAVATION IN AREAS EXHIBITING ROOT 3" AND LARGER SHALL BE
<br /> DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER DAMAGED IN CONSTRUCTION VERDE DESIGN
<br /> SHALL BE CLEANLY CUT.
<br /> LANDSCAPE ARCHITECTURE
<br /> 6. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS CIVIL ENGINEERING
<br /> NECESSARY. SPORT PLANNING&DESIGN
<br /> 7. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL 1843 Iron Point Rd#140
<br /> INFORMATION. Folsom,CA 95630
<br /> tel: 916.415.6554
<br /> 8. CONTRACTOR SHALL INSTALL BUBBLERS AND POLY PIPE, 1 PER SHRUB,AND PVC LATERAL fax:408.985.7260
<br /> PIPE SIZED ACCORDINGLY TO THE PIPE SIZING CHART FOR BUBBLERS ZONES,AND www.VerdeDesignlnc.com
<br /> WITHIN THE DASHED SHRUB AND GROUNDCOVER BUBBLERS ZONE AREAS.
<br /> STAMP LEGEND \YNDSCgpF
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<br /> / p ' MODEL NO./ CAT. RAD. DTL BA���s�/q�C'
<br /> DESCRIPTION REF CD
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<br /> a / �� p DES. RAD
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<br /> EXPIRATION DATE:
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<br /> MATCHLINE - REFER TO SHEET L9.2
<br /> RAINBIRD 1806-SAM-PRS BODY E
<br /> ROTATOR WITH R-VAN-14 ADJ. ARC / 13'/1 V 0.28-1.10 30
<br /> / FULL CIRCLE NOZZLE D9.1
<br /> 10"
<br /> } / // RAINBIRD 1806-SAM-PRS BODY
<br /> j 4 - @ ROTATOR WITH R-VAN-18 ADJ.ARC / 16'/14' 0.42-1.65 30 E
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<br /> �� ♦ / • 0 I WITH R-VAN 24 ADJ. ARC / / 0 60 5 D9.1
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<br /> I I L NOZZLE
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<br /> ROOT WATER ASSEMBLY '
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<br /> I • • ❑• BUBBLER 2 PER 15 GAL. TREE. 4 PER 24" - D9.1
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<br /> o (° II I I I • • + , BOX, b PER 36" AND 48" BOX
<br /> II• I • / O REMOTE C EYMAP
<br /> a a RAIN BIRD: PEB SERIES REMOTE CONTROL VALVE WITH
<br /> I • I I I I S CONTROL
<br /> VALVE PRESSURE REGULAROR - SIZE AS NOTED D9.1
<br /> N ♦ I I I • • O GATE VALVES 2" AND SMALLER SHALL BE NIBCO T-1 13. FOR A,B
<br /> + ♦ I I • 1 / ,, GATE VALVES ABOVE 2" IN SIZE UTILIZE NIBCO F-619 FLANGED
<br /> o O 1 1 r VALVE D9.0
<br /> w , I • • / VALVE WITH SQUARE OPERATING NUT. �
<br /> z ♦♦ I° J I I I I • QUICK F -
<br /> w i \ I I 4.. • • • ,�� VALVE
<br /> COUPLER RAIN BIRD: 44LRC QUICK COUPLING VALVE IN LANDSCAPE D9.0
<br /> • 1 \ I I • QUICK RAIN BIRD: 44LRC QUICK COUPLING VALVE IN HARDSCAPE G \ _�
<br /> O - -- - - -- - • COUPLER
<br /> I I • / O VALVE OR SYNTHETIC TURF D9.0
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<br /> N ♦ 1 • ` �, 3/4" LATERAL LINE - SCHEDULE 40 PVC WITH I,L ® b -
<br /> I • • LATERAL LINE
<br /> w ,♦ I° I I I • , SOLVENT-WELD FITTINGS, WITH 18 COVER. D9.1 ® � - -
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<br /> -- --- -- -- / • 1" LATERAL LINE - SCHEDULE 40 PVC WITH I,L
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<br /> o I♦ I \ _ I -- / • 1 ` �� LATERAL LINE SOLVENT-WELD FITTINGS,WITH 18" COVER. D9.1 SHEET TITLE
<br /> Z , • O I I / • • + 1-114" LATERAL LINE - SCHEDULE 40 PVC WITH I'L IRRIGATION
<br /> o ♦I I I LATERAL LINE SOLVENT-WELD FITTINGS,WITH 18" COVER. D9.1
<br /> A23 / • • O ♦ PLAN -
<br /> Z ♦♦ I Q Q• 0 I I I 5„�4.
<br /> • • . , LATERAL LINE 1-1/2" LATERAL LINE - SCHEDULE 40 PVC WITH I,L
<br /> / , SOLVENT-WELD FITTINGS,WITH 18" COVER. D9.1
<br /> z ♦ ° _ _ _ 100 • SWIMMING POOL AND
<br /> o , ♦ 1 �' I \ / II \ A24 • / ° O , 2" LATERAL LINE - SCHEDULE 40 PVC WITH ISL GOLF DRIVING RANGE
<br /> „ LATERAL LINE
<br /> � , , 0 1 4 I \ I / I I `� 1 8.7 • • • SOLVENT-WELD FITTINGS,WITH 18" COVER. D9.1
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<br /> O LATERAL LINE 2-1/2" LATERAL LINE - SCHEDULE 40 PVC WITH I,L
<br /> a , 0 D9 , PROJECT NAME
<br /> ° I / \ A25 • SOLVENT-WELD FITTINGS,WITH 18 COVER.
<br /> o O 3" LATERAL LINE - SCHEDULE 40 PVC WITH I,L
<br /> ° ° LATERAL LINE
<br /> o _ 0 4„ 1 • • SOLVENT-WELD FITTINGS,WITH 18 COVER. D9.1
<br /> a / ° O O O p--��� ° • 1 2 AND SMALLER: SCHEDULE 40 PVC WITH FRANKLIN HIGH SCHOOL
<br /> ° / / O O o O
<br /> ---- MAINLINE SOLVENT-WELD FITTINGS; 2-1/2"AND LARGER: CLASS/ - ---------- / °
<br /> ATHLETIC IMPROVEMENTS
<br /> o O 200 WITH RING - TITE CONNECTIONS WITH 24COVER.
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<br /> O O O O I • •
<br /> O O o ° MAINLINE
<br /> o • _ _ 2" SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS I,L
<br /> 3,, 0 0 0 0 0 0 0 0 0 0 \ °�� O ° O ��� COFOR QUICK
<br /> WITH 24" COVER. D9.1
<br /> 0 6 O O O ° O e
<br /> STUB EXTRA CONTROL WIRES IN GATE VALVE BOX. D9.1
<br /> O O O o° \:` • • , __1-3 MAINLINE CONTRACTOR TO STUB OUT MAIN LINE AND PLACE I,L
<br /> w O O O o
<br /> Z , O O O O o' O • / ,, PROJECT ADDRESS
<br /> a O O O o ♦ --------- IRRIGATION SLEEVE - CLASS 200 PVC, SIZE AS NOTED
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<br /> SLEEVES
<br /> ' _________
<br /> Z O O O O O O °o • ` • • ' WITH 30" COVER. D9.1 4600 E. FREMONT ST.
<br /> EXISTING
<br /> 0 2" ` • o • • , � SPRAY OR (E) IRRIGATION SPRAY OR BUBBLER. STOCKTON, CA 95215
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<br /> N O O O O O O
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<br /> o , O O O O O O O O o° • �` O • • BUBBLER
<br /> w O O O O O ' ` • EXISTING OTHERWISE NOTED. LATERAL LINE SHOWN PER
<br /> O O O O o o • (E) IRRIGATION LATERAL LINE TO REMAIN UNLESS
<br /> o O 00 O °o o \�� • Q LATERAL CONSTRUCTION PHASE 2 - NEW CLASSROOM BUILDINGS SUBMITTAL DATE
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<br /> LINE
<br /> o , o �j •f & SITE WORK DSA#02-1 1 1216"
<br /> DD 50% SUBMITTAL 03/06/202
<br /> (E) IRRIGATION MAINLINE TO REMAIN UNLESS OTHERWISE
<br /> O ,, EXISTING NOTED. MAIN LINE SHOWN PER "CONSTRUCTION PHASE DSA 100% SUBMITTAL 05/01/202
<br /> Z ° / MAINLINE 2 - NEW CLASSROOM BUILDINGS & SITE WORK
<br /> Q DSA#02-1 1 1216"
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<br /> EXISTI
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<br /> Z // O �� MAINLINE CONTRACTOR TO CUT AND CAP EXISTING IRRIGATION
<br /> o lam, / OR LATERAL MAIN LINE OR LATERAL LINE. REST OF IRRIGATION SYSTEM
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<br /> F, LINE CAP TO REMAIN OPERABLE DURING CONSTRUCTION.
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<br /> Q v , / �, EXISTING
<br /> 1w ' % / OA RE-USE RAIN BIRD ESP-40SAT 40 STATION CONTROLLER NO. REVISIONS DATE
<br /> In �O, CONTROLLER
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<br /> M>� ��, // G POINT OF CONNECTION - TIE PROPOSED MAIN LINE TO EXISTING b" PVC CLASS
<br /> 0 200 STUBB. PER "CONSTRUCTION PHASE 2 - NEW CLASSROOM BUILDINGS & SITE Q
<br /> P.O. .00 �, // CWORK DSA#02-111216"THE 6" MAIN LINE SHALL BE WITHIN A 10" SLEEVE.
<br /> V,, �" / CONTRACTOR TO FIELD VERIFY MINIMUM 60 PSI AT THE POINT OF CONNECTION.
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<br /> / OOf
<br /> o , / , lO IRRIGATION MAIN LINE POINT OF CONNECTION, REFER TO P.O.C. NOTE
<br /> ~ ,
<br /> / O ,I O DOMESTIC WATER LINE POINT OF CONNECTION (FOR QUICK COUPLERS),TIE INTO Q
<br /> EXISTING DOMESTIC WATER LINE.
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<br /> CONTRACTOR TO CUT AND CAP EXISTING MAIN LINE, LATERAL LINE OR
<br /> 0 o ' �� O DOMESTIC WATER LINE, REFER TO PLANS. DRAWN BY CHECKED BY
<br /> c� ,
<br /> a¢ , 4 CONTRACTOR TO HORIZONTALLY BORE UNDERNEATH HARDSCAPE TO VDI CS
<br /> M o O INSTALL SLEEVE AND RUN VALVE LATERAL LINE OR MAIN LINE AS SHOWN. DATE ISSUED SCALE
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<br /> 05/01 /2020 1 =20-0'
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<br /> Q z 11 LIMIT OF WORK
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<br /> PROJ. NO.
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<br /> LL NORTH CONTROLLER STATION NUMBER
<br /> 1911000-121 1
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<br /> 0 0 0' 10' 20' 40' 60' 1 SHEET NO.
<br /> �� APPROX. GPM FLOW THROUGH VALVE
<br /> L9.3 Jo CONTROL VALVE SIZE OF
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<br /> DRAWING NAME: Y:\Projects-FOPLOTTE19 BY: t Franklin Restart\CAD\_A_L9.0_IRR.dwg IRRIGATION PLAN - SWIMMING POOL AND GOLF DRIVING RANGE
<br /> PLOT DATE: 04-30-20 PLOTTED BY: station46
<br /> Xref -\T-4230- Athletics.DWG
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