|
IRRIGATION LEGEND AND NOTES
<br />NUMBER DATE INITIALS DESCRIPTION
<br />PREPARED UNDER THE
<br />SUPERVISION OF:
<br />CITY OF SANTA ANA
<br />FILE NO.:
<br />INSTALLEDAPPROVED
<br />CONSTRUCTION COMPLETED:
<br />BENCHMARK NO.: SA-253-70
<br />RECOMMENDED FOR
<br />CONSTRUCTION:
<br />REFERENCES
<br />PUBLIC WORKS AGENCY
<br />XRCE NO.:
<br />ELEV.: 176.00 (2010)
<br />REVISIONS
<br />SHEET OF
<br />BENCHMARK DESCRIPTION:
<br />OCS BM SA-253-70
<br />FD 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "SA-253-70", SET IN NW'LY CORNER OF A 3.5FT X 16FT
<br />CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NE'LY CORNER OF THE INTERSECTION OF GRAND AVE
<br />AND SANTA CLARA AVE, 87FT N'LY OF THE CENTERLINE OF SANTA CLARA AVE AND 39FT E'LY OF THE CENTERLINE
<br />OF GRAND AVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK
<br />PORTOLA PARK
<br />SPLASH PADREVIEWED FOR
<br />CONSTRUCTABLITY:
<br />PRINCIPAL CIVIL ENGINEER
<br />DESIGNED:
<br />PRINCIPAL CIVIL ENGINEER RCE NO.:
<br />ES MM ES
<br />LANDSCAPE ARCHITECT
<br />DRAWN:CHECKED:
<br />PS-
<br />2
<br />5
<br />-
<br />2
<br />4
<br />0
<br />1
<br />GARY VASQUEZ
<br />1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705
<br />811
<br />UNDERGROUND SERVICE ALERT. DIAL 811
<br />LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING
<br />BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
<br />DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE.
<br />UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY
<br />STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL
<br />THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE
<br />DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN
<br />UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION
<br />ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF
<br />UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
<br />11/26/25
<br />LICENSED LANDSCAPE ARCHITECT
<br />SIGNATUREGARY M. VASQUEZ #3883
<br />DATE
<br />RENEWAL DATE
<br />02/2027
<br />AINROFILACFOETATS
<br />DVDCreative
<br />151 Kalmus Drive, Suite M8
<br />Costa Mesa, CA 92626
<br />714.641.1300
<br />dvdcreative.com
<br />PO
<br />R
<br />T
<br />O
<br />L
<br />A
<br />
<br />P
<br />A
<br />R
<br />K
<br />
<br />S
<br />P
<br />L
<br />A
<br />S
<br />H
<br />
<br />P
<br />A
<br />D
<br />
<br />PR
<br />O
<br />J
<br />E
<br />C
<br />T
<br />
<br />N
<br />O
<br />.
<br />
<br />2
<br />5
<br />-
<br />2
<br />4
<br />0
<br />1
<br />L-700A
<br />NON-PRESSURE LATERAL LINE PIPING
<br />ELECTRIC CONTROL VALVE WITH PRESSURE REDUCING VALVE - CAST IRON AND BRONZE - 2-INCH SIZE*2160LGRISWOLD
<br />SYMBOL MANUFACTURER MODEL NO.DESCRIPTION
<br />L INDICATES PLANT WATER USE CATEGORY (L= LOW, M=MODERATE, H=HIGH, WATER USE)
<br />INDICATES PRECIPITATION RATE
<br />INDICATES ELECTRIC CONTROL VALVE SIZE
<br />INDICATES IRRIGATION SPRINKLER CONTROLLER STATION NUMBER
<br />INDICATES FLOW IN GPM FOR ELECTRIC CONTROL VALVE
<br />1"0.6
<br />5.0
<br />NIBCO T-113*GATE VALVE - BRONZE - BOLTED BONNET - LINE SIZE
<br />SCHEDULE 40 PVC - 3/4-INCH MINIMUM SIZE PIPING AND OTHER SIZES (NOTED IN INCHES) AS SHOWN ON PLANS AND IRRIGATION LATERAL PIPE
<br />SIZES CHART, SHEET L-700A
<br />NOTES:
<br />* PROVIDE LANDSCAPE FABRIC MODEL NUMBER 140N, AS MANUFACTURED BY MIRAFI, OR APPROVED EQUAL - TYPICAL FOR ALL ROUND AND RECTANGULAR VALVE BOX INSTALLATIONS.
<br />** THE IRRIGATION CONTRACTOR SHALL ADJUST EACH PRESSURE REGULATING MODULE AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FURTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE
<br />OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND - NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE.
<br />EQUIPMENT LEGEND - POTABLE WATER
<br />VALVE CALLOUT LEGEND
<br />DETAIL
<br />REFERENCE
<br />-
<br />2, 4 / L-750
<br />1, 4 / L-750
<br />7 / L-750
<br />A-1
<br />**
<br />EQUIPMENT LOCATION NOTES
<br />1.INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROLLER WIRING, CONTROL VALVES, ETC. WITHIN PLANTING AREA. ANY IRRIGATION EQUIPMENT INDICATED OUTSIDE OF PLANTING AREA IS SHOWN FOR DRAWING
<br />CLARITY AND DESIGN INTENT ONLY.
<br />2.INSTALL IRRIGATION MAIN LINE PIPING IN PLANTING AREA 2-FEET MINIMUM BACK OF HARDSCAPE.
<br />3.PIPING AS SHOWN ON DRAWINGS IS SCHEMATIC AND INDICATES THE INTENT OF IRRIGATION DELIVERY METHODS.
<br />4.IRRIGATION CONTROLLER AND OTHER IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL STAKE OUT ALL IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY THE
<br />LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
<br />5.ELECTRIC CONTROL VALVES, QUICK COUPLING VALVES, AND ISOLATION VALVES, ETC. LOCATIONS INDICATED ON THE DRAWINGS ARE SHOWN AS APPROXIMATE. CONTRACTOR SHALL STAKE OUT EACH VALVE ASSEMBLY FOR REVIEW AND
<br />APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
<br />6.FINAL LOCATIONS AND EXACT POSITIONING OF IRRIGATION EQUIPMENT ON THE DRAWINGS SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT AS REQUESTED BY OWNER OR
<br />LANDSCAPE ARCHITECT SHALL BE PROVIDED BY CONTRACTOR AT NO ADDITIONAL COST. FAILURE TO OBTAIN OWNER/ LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER/ LANDSCAPE
<br />ARCHITECT DIRECTED CHANGES AT NO ADDITIONAL COST.
<br />7.CONTRACTOR SHALL ROUTE PIPING WITH 2-FOOT CLEARANCE AROUND FINAL TREE LOCATIONS.
<br />8.WHERE VERTICAL OBSTRUCTIONS (BOLLARDS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING
<br />QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.
<br />PIPE SIZE
<br />FLOW (GPM)
<br />3 4"
<br />0 - 8 8 - 12
<br />1"
<br />NOTES:
<br />1.FOR DRAWING CLARITY ALL IRRIGATION LATERAL LINES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTOR'S BID. ADDITIONALLY, DUE TO THE SCALE OF THE DRAWINGS AND FOR
<br />DRAWING CLARITY ALL PIPE SIZES ARE NOT SHOWN.
<br />2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC. AND COORDINATE ITS WORK WITH OTHER TRADES
<br />FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING STRUCTURES, ETC.
<br />13 - 22
<br />1- 1 4"
<br />23 - 30 31 - 50
<br />2"1-1 2"
<br />51 - 150
<br />3"
<br />IRRIGATION LATERAL PIPE SIZES
<br />IRRIGATION NON PRESSURE LATERAL LINE
<br />PIPE
<br />DIRECT BURY SPLICE (I.L. APPROVED) WATERPROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPICES AND CONNECTIONS3M CONNECTOR 5 / L-750DBR/Y-6NONE SHOWN
<br />Q
<br />MANUFACTURERSYMBOL MODEL NO.DESCRIPTION P.S.I.RADIUSNOZZLE G.P.M.PATTERN
<br />180° - 270°3013' - 21'0.5
<br />SPRAY SPRINKLER LEGEND
<br />6" POP-UP SPRINKLER
<br />PRECIP
<br />RATENOZZLE COLOR
<br />GREEN 0.64
<br />NOTES:
<br />* WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, EQUIP SPRINKLER HEAD WITH PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL.
<br />** FIELD VERIFY ROTOR MANUFACTURER AND MODEL AND INSTALL NEW NOZZLES WITH LIKE FOR LIKE EQUIPMENT TO ACCOMMODATE NEW SPLASH PAD AND WALK LAYOUT. ENSURE 100% IRRIGATION COVERAGE AT EXISTING
<br />TURF AREAS WITH MINIMAL OVERSPRAY ONTO WALKS, SIGNS AND HARDSCAPE.
<br />1.SPRINKLER RADIUS ABBREVIATIONS
<br />F= FULL CIRCLE Q= QUARTER V= VARIABLE
<br />2.INSTALL SPRAY SPRINKLERS PER POP-UP SPRINKLER HEAD DETAIL 6, SHEET L-750.
<br />3.DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF THE CHECK VALVE IN THE SPRINKLER BODY TO PREVENT SPRINKLER
<br />HEAD DRAINAGE. DURING THE COURSE OF CONSTRUCTION, INCLUDE THE SAM CHECK VALVE AS REQUIRED TO PREVENT DRAINAGE FROM ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINAGE AFTER THE SYSTEM HAS
<br />OPERATED FROM AN ON TO OFF POSITION. PROVIDE THE SAM SERIES SPRINKLERS WHERE DRAINAGE OCCURS AT NO ADDITIONAL COST TO OWNER.
<br />4.REMOVE CONVENTIONAL SCREEN AND REPLACE WITH PRESSURE REDUCTION SCREEN WHERE REQUIRED TO PREVENT OVER-SPRAY ONTO HARDSCAPE.
<br />5.WHERE VERTICAL OBSTRUCTIONS (BOLLARDS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE SPRINKLER
<br />SYSTEM BY INSTALLING QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO
<br />THE OWNER.
<br />0.513' - 21'30 90° - 180°HUNTER MP2000-90RAIN BIRD*6" POP-UP SPRINKLER
<br />HUNTER MP2000-210
<br />BLACK 0.38
<br />EXISTING CALSENSE CONTROLLER 'C'EXISTING CONTROLLER - CONTRACTOR TO LOCATE EXISTING CONTROLLER WITHIN MAINTENANCE BUILDING, SALVAGE AND REINSTALL WITHIN
<br />NEW STORAGE AND MAINTENANCE BUILDING WHERE SHOWN ON PLANS, VERIFY AVAILABLE STATION ASSIGNMENTS AND CONTROL WIRES AT
<br />STUB OUT LOCATION FOR FUTURE IRRIGATION IMPROVEMENTS - CONTRACTOR TO PROGRAM CONTROLLER TO ACCOMMODATE ADDITIONAL
<br />VALVES REQUIRED FOR NEW IRRIGATION SYSTEM IMPROVEMENTS AND CONNECT TO EXISTING CONTROLLER 'C' USING "ADD-A-ZONE" - SEE
<br />"IRRIGATION CONSTRUCTION NOTES" ON SHEET L-701 FOR ADDITIONAL INFORMATION
<br />PRESSURE MAIN LINE PIPING CLASS 315 PVC - 2-INCH SIZE PIPING AND LARGER AND SCHEDULE 40 PVC FOR 1-1/2-INCH SIZE PIPING AND SMALLER AS SHOWN ON
<br />PLANS (NOTED IN INCHES)
<br />7 / L-750
<br />EXISTING PRESSURE MAIN LINE PIPING EXISTING LOCATION IS APPROXIMATE - LOCATE AND INTERCEPT EXISTING MAIN LINE PIPING WHERE SHOWN ON PLANS CONNECT TO
<br />NEW IRRIGATION IMPROVEMENTS
<br />-
<br />1.THIS IRRIGATION SYSTEM IS DESIGNED FOR USE WITH POTABLE WATER.
<br />2.THE LANDSCAPE CONTRACTOR TO PROVIDE A COMPLETE NEW AND AUTOMATIC IRRIGATION SYSTEM WITH 100% IRRIGATION COVERAGE FOR THE PORTOLA PARK SPLASH PAD LANDSCAPE.
<br />3.IRRIGATION SYSTEM TO BE DESIGNED TO NOT ALLOW OVER-SPRAY OR EXCESS RUNOFF ONTO IMPERVIOUS SURFACES.
<br />4.EXISTING IRRIGATION CONTROLLER SHALL BE A SMART CONTROLLER WHICH OPERATES WITH DAILY WEATHER ADJUSTMENTS.
<br />1.LANDSCAPE WATER USE SHALL COMPLY WITH THE CITY'S WATER EFFICIENCY ORDINANCE AND LANDSCAPE WATER CONSERVATION STANDARDS. THIS PROJECT IS CURRENTLY ESTIMATED TO BE OPERATING AT 15% UNDER THE MAXIMUM
<br />ANNUAL WATER ALLOWANCE (MAWA).
<br />2. TURF IS IRRIGATED WITH HIGH-EFFICIENT OSCILLATING SPRAY NOZZLES THAT COMPLY WITH THE AGENCY WATER EFFICIENCY ORDINANCE.
<br />1.THIS IRRIGATION SYSTEM IS DESIGNED FOR USE WITH POTABLE WATER.
<br />2.SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS INDICATED OTHERWISE ON DRAWINGS.
<br />3.WHEN VERTICAL OBSTRUCTIONS (SITE HARDSCAPE ELEMENTS, FIRE HYDRANTS, TREES, LIGHT POLES, ETC.) INTERFERE WITH THE SPRINKLER HEAD PATTERN OF COVERAGE, ADJUST SPRINKLER SYSTEM LAYOUT BY INSTALLING A
<br />QUARTER CIRCLE, HALF CIRCLE OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION IN ORDER TO PROVIDE PROPER COVERAGE. PERFORM SPRINKLER LAYOUT ADJUSTMENT AT NO COST TO THE OWNER.
<br />4.SPRINKLER SYSTEM IS BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS. REFER TO POINT-OF-CONNECTION NOTES. VERIFY PERMANENT WATER PRESSURE BEFORE THE START OF
<br />CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL SITE PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO OWNER'S AUTHORIZED REPRESENTATIVE FOR
<br />RESOLUTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS.
<br />5.THIS IRRIGATION DESIGN IS SCHEMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND IRRIGATION FACILITIES WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID
<br />CONFLICTS BETWEEN SPRINKLER SYSTEM, LANDSCAPE PLANTING, SITE IMPROVEMENTS, AND ARCHITECTURAL FEATURES.
<br />6.FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, WALLS, FENCES AND BUILDINGS. SELECT THE MOST APPROPRIATE PART CIRCLE PATTERN NOZZLE TO FIT THE
<br />SITE CONDITIONS AND THROTTLE THE FLOW CONTROL ADJUSTMENT AT EACH CONTROL VALVE TO OBTAIN OPTIMUM SPRINKLER HEAD PRESSURE.
<br />7.DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT EXISTING OBSTRUCTIONS, GRADE DIFFERENCES IN AREA DIMENSIONS, AND OTHER SITE SPECIFIC INFORMATION
<br />THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH OBSTRUCTIONS OR DIFFERENCES FOR RESOLUTION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,
<br />THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS.
<br />8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, WALL/HARDSCAPE LOCATIONS, ETC. COORDINATE WORK FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES THROUGH WALLS, UNDER
<br />PAVEMENT AND STRUCTURES, ETC.
<br />9.CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SUFFICIENTLY SIZED SLEEVES FOR CONTROL WIRES AND NON-PRESSURE LATERAL LINE PIPING UNDER PAVED AREAS, IN ADDITION TO CONTROL WIRES AND LATERAL LINE
<br />PIPING SLEEVES SHOWN ON THE DRAWINGS.
<br />10.INSTALL PIPING, RELATED MATERIALS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS, INCLUDING SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE.
<br />11.TEST ALL PRESSURE MAIN LINES UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF 3 HOURS. TESTING OF PRESSURE MAIN LINE PIPING SHALL OCCUR PRIOR TO THE INSTALLATION OF ANY ELECTRIC CONTROL VALVE,
<br />BASKET STRAINERS, QUICK COUPLING VALVES AND OTHER PRESSURE-SIDE IRRIGATION FACILITIES. PRESSURE TESTING RESULTS, IN WRITING, SHALL BE SUBMITTED TO OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BACKFILLING.
<br />12.THE ESTABLISHMENT OF AUTOMATIC SEASONAL ADJUSTMENTS AND BASIC CONTROLLER PROGRAMMING IS THE RESPONSIBILITY OF THE CONTRACTOR. MAKE ARRANGEMENTS WITH THE APPROPRIATE FIELD TECHNICIAN FOR A SITE
<br />VISIT ON INSTRUCTION OF ESTABLISHING AUTOMATIC CONTROLLER BASIC PROGRAMMING INFORMATION AND AUTOMATIC SEASONAL SCHEDULING. CONTROLLER PROGRAMMING INFORMATION REQUIRED INCLUDES, BUT IS NOT LIMITED
<br />TO; PRECIPITATION RATES, PLANT WATER-USE FACTORS, SYSTEM EFFICIENCY RATINGS, FLOW SENSOR CALIBRATION, AND MONTHLY HISTORIC DATA.
<br />1.LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESETTING REPLENISHING
<br />MULCH; FERTILIZING; PRUNING; AND WEEDING IN ALL LANDSCAPE AREAS.
<br />2.WHENEVER POSSIBLE, REPAIR OF THE IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENT SPECIFICATION.
<br />IRRIGATION SYSTEM DESCRIPTION - POTABLE WATER
<br />IRRIGATION DESIGN INTENT
<br />IRRIGATION MAINTENANCE SCHEDULE
<br />IRRIGATION GENERAL NOTES - POTABLE WATER
<br />RAIN BIRD*
<br />1806-SAM-PRS
<br />C
<br />1806-SAM-PRS
<br />EXISTING - V.I.F.EXISTING TURF ROTOR BODY RAIN BIRD 5000-MPR-30EXISTING - V.I.F.**GREEN 30'305.08 45° - 360°0.5
<br />-EXISTING ELECTRIC CONTROL VALVE EXISTING ELECTRIC CONTROL VALVE IN VALVE BOX - FIELD VERIFY LOCATION AND SIZE
<br />20 57
|