new o'reilly auto parts store n. marksheffel ......project: new o'reilly auto parts store...
TRANSCRIPT
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MASTER VALVE1
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152.98'(m)
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N89°27'22"E
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276.68'(m)
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S00°30'29"E
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133.08'(m)
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S89°27'30"W
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257.09'(m)
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N00°22'03"W
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WV
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MARK SHEFFEL RD
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1 "14"
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D1
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6" SLV
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6" SLV
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2.5
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1"
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1 "14"
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1"
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1"
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TS1
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5
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6" SLV
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SYMBOL DESCRIPTION
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'HUNTER' PGJ-04 GEAR ROTOR AS SPECIFIED. NOZZLE AS INDICATED ON PLANS. SEE DETAIL 5/L4. 'HUNTER' PSU-04 SPRAY AS SPECIFIED. NOZZLE AS INDICATED ON PLANS. SEE DETAIL 15/L4. ELECTRIC REMOTE CONTROL VALVE, AS SPECIFIED. SEE ZONE SCHEDULE FOR VALVE SIZE. SEE DETAILS 1/L4 AND 10/L4. 'HUNTER' ICV REMOTE CONTROL VALVE LABEL (R = ROTOR, TS = TURF SPRAY, SS = SHRUB SPRAY, D = DRIP). LATERAL LINE AS SPECIFIED, SIZE AS INDICATED ON PLANS. 1- " MAIN LINE AS SPECIFIED. 12" MAIN LINE AS SPECIFIED. CLASS 200 IRRIGATION SLEEVE, SIZE AS INDICATED ON PLANS. (Provide a 2-1/2" sleeve at all main line sleeve locations for control wires.) GRAY SCHEDULE 40 PVC FOR ELECTRICAL CONTROL WIRES, SIZE AS INDICATED ON PLANS. COORDINATE WITH ELECTRICAL. 'HUNTER' FLOW CLICK SENSOR FCT-100 WITH INTERFACE MODULE AND MASTER VALVE. SEE DETAIL 1/L3. ISOLATION VALVE OR APPROVED EQUAL, SIZE TO MATCH MAIN LINE, SEE DETAIL 13/L4. 1" 'HUNTER' HQ-5LRC QUICK COUPLING VALVE W/ HK-55 KEY, AND HOSE SWIVEL, SEE DETAIL 8/L4. NIBCO MANUAL DRAIN VALVE SIZE TO MATCH MAINLINE, SEE DETAIL 3/L4. 'NETAFIM' COMBINATION TEE, SEE DETAIL 10/L4. HUNTER I-CORE-600-SS 6 STATION WALL MOUNTED CONTROLLER WITH ICM-600 EXPANSION MODULE TO ACCOMMODATE 12 ZONES AND LOCKABLE, STAINLESS STEEL CABINET, AND SOLAR-SYNC ET SYSTEM, SEE DETAIL. INSTALL SOLAR-SYNC SENSOR WITHIN 40'-0" OF CONTROLLER, SEE DETAIL 7/L4.
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Q.C.
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1ï"
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1ë"
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IRRIGATION MATERIAL LEGEND
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TS3
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.5
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3.0
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2.0
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1.0
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ZONE # GPM PSI VALVE SIZE
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ZONE SCHEDULE
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R1
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R2
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DRIP MATERIAL LEGEND
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NETAFIM -AREA ONE
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NETAFIM -AREA TWO
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NETAFIM -AREA THREE
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NETAFIM -AREA FOUR
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NOTE: 1. VALVES TO BE INSTALLED FOR ANGLE VALVE CONFIGURATION.
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SUPPLEMENTAL WATER AREA
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20.00 10.00 19.35
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17.07 15.48 12.82 13.22
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1"-LVCZ10075-HFHP 1"-LVCZ10075-HFHP 1"-LVCZ10075-HFHP 1"-LVCZ10075-HFHP
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57 57 57 57
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D1 D2 D3 D4
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30 30 30
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1"-ICV-151G 1"-ICV-101G 1"-ICV-151G
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TS1
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CONNECT NEW 1- " MAINLINE TO IRRIGATION STUB AT BUILDING PER CIVIL 12" MAINLINE TO IRRIGATION STUB AT BUILDING PER CIVIL PLANS IN THIS APPROXIMATE LOCATION. (FIELD VERIFY). SEE CIVIL PLANS FOR ADDITIONAL INFORMATION. 2" WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS REQUIRED. WALL MOUNT IRRIGATION CONTROLLER IN THIS APPROXIMATE LOCATION AS REQUIRED. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT (2" MINIMUM). IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE OWNER APPROVED. REVISE LOCATION AS REQUIRED FOR OWNER APPROVAL. EXTEND EXTRA WIRES TO THIS POINT, COIL APPROXIMATELY 24" LENGTH OF EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. INSTALL 'HUNTER' OPERATION INDICATOR STAKE AT END OF DRIPZONE LINE TO ENSURE PROPER FUNCTIONALITY, SEE DETAIL 4/L4. CONTRACTOR TO PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER PLANT ESTABLISHMENT. SEE LANDSCAPE PLAN, SHEET L1 FOR DETAILS.
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CALLOUT LEGEND
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6/1/2012
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Original Date of Licensure
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2/26/2020
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IRRIGATION NOTES
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1. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 20 G.P.M. WITH SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 20 G.P.M. WITH 57 P.S.I. AT THE SOURCE AND 57 PSI AT THE EMITTERS. FIELD VERIFY. IF THE SOURCE PRESSURE DOES NOT MEET THESE REQUIREMENTS CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY FOR CHANGE ORDER REQUIREMENTS. 2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4" DIAMETER. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4" DIAMETER. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 4. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL, COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL, AND ELECTRICAL ENGINEERING SHEETS. 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. 6. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR CAPPED AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL AS NECESSARY AT HARD SURFACE LOCATIONS. 7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. 8. IRRIGATION CONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON THE PLAN. IRRIGATION CONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON THE PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDING THROUGH APPROPRIATE SIZED CONDUIT. 9. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES, ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. 11. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 12. ALL 24 VOLT POWER WIRES SHALL BE #14 AWG COPPER. ALL ABOVE GROUND 120 ALL 24 VOLT POWER WIRES SHALL BE #14 AWG COPPER. ALL ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC CONDUIT. ONE POWER WIRE SHALL BE PROVIDED BACK TO THE CONTROLLER FOR EACH VALVE. ALL COMMON WIRES SHALL BE #12 AWG COPPER. ALL 24 VOLT WIRES SHALL BE TAPED TOGETHER AT TEN FOOT (10'-0") INTERVALS. 13. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. 14. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING IN PDF IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. 15. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THE ONE YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. 16. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD (ONE YEAR). 17. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT. 18. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO PIPE, AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE AND NOT OVERSPRAY THE BUILDING OR OTHER IMPROVEMENTS. 19. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY SHALL BE LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. 20. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. 21. ALL MAIN LINE FITTINGS SHALL BE LEEMCO DUCTILE IRON PUSH ON TYPE UNLESS ALL MAIN LINE FITTINGS SHALL BE LEEMCO DUCTILE IRON PUSH ON TYPE UNLESS NOTED FOR LATERAL SERVICE. (ON 3" OR LARGER ONLY) 22. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. 23. ALL MAIN LINE FITTINGS SHALL BE SCHEDULE 40 SOLVENT WELD TYPE UNLESS NOTED ALL MAIN LINE FITTINGS SHALL BE SCHEDULE 40 SOLVENT WELD TYPE UNLESS NOTED FOR LATERAL SERVICE. 24. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT.IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT.
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THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
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CAUTION NOTICE
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DRIP IRRIGATION NOTES
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1. ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRIP LINE ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRIP LINE IRRIGATION SYSTEM, 'NETAFIM' TECHLINE HCVXR OR APPROVED EQUAL. ALL TREES IN OR APPROVED EQUAL. ALL TREES IN . ALL TREES IN THE NOTED AREA ARE TO BE IRRIGATED AS PER DETAIL. THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER MANUFACTURER'S RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: A. AN INLINE EMMITTER DRIP LINE TUBING SHALL BE USED. THE EMITTER SPACING AN INLINE EMMITTER DRIP LINE TUBING SHALL BE USED. THE EMITTER SPACING SHALL BE TWELVE INCHES (12") AND THE EMITTER FLOWS ARE TO BE 0.77 G.P.H. LATERALS SHALL BE SPACED AT EIGHTEEN INCHES (18"). B. A MANUAL DISC FILTER SHALL BE INSTALLED ON EACH ZONE SEE LEGEND FOR A MANUAL DISC FILTER SHALL BE INSTALLED ON EACH ZONE SEE LEGEND FOR MODEL NUMBER. THE FILTER SHALL BE INSTALLED IN CONJUNCTION WITH AN ELECTRIC REMOTE CONTROL VALVE AS SPECIFIED (SIZE AS NOTED ON SCHEDULE). THE FILTER SHALL INCLUDE 120 MESH DISC FILTER RINGS. SEE DETAIL. C. ALL ZONES SHALL BE INSTALLED WITH A MANUAL LINE FLUSHING VALVE. INSTALL ALL ZONES SHALL BE INSTALLED WITH A MANUAL LINE FLUSHING VALVE. INSTALL WITH COLLAR. SEE DETAIL 12/L4. D. ALL TUBING SHALL BE STAKED DOWN WITH TLS6 SIX INCH (6") SOIL STAPLES ALL TUBING SHALL BE STAKED DOWN WITH TLS6 SIX INCH (6") SOIL STAPLES EVERY 3'-5' PLUS TWO ON EACH TEE, ELBOW OR CROSS. 2. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A MEETING WITH THE LANDSCAPE THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A MEETING WITH THE LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK TO BE DONE. NO CHANGES IN MATERIAL SPECIFIED OR TO THE DESIGN OF THE SYSTEM SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. 3. ALL PVC LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT MINIMUM ALL PVC LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT MINIMUM DEPTH OF TWELVE INCHES (12"). SIZE AS NECESSARY. (SEE PIPE SIZING NOTES ON THIS SHEET.) 4. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS RESPONSIBLE AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE OWNER WITH AS-BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. 5. PROVIDE DRIP LINE TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE PROVIDE DRIP LINE TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE IRRIGATION SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED TO ENSURE THE HEALTH OF ALL PLANT MATERIAL. BURY DRIP LINE AT 5" MIN. BELOW GRADE, SEE SEE DETAIL 6/L4. LOCATE DRIP LINE TO OBTAIN COMPLETE COVERAGE OF PLANTER LOCATE DRIP LINE TO OBTAIN COMPLETE COVERAGE OF PLANTER AREAS, SEE DETAIL 14/L4. REFER TO NOTES, SPECIFICATIONS, AND DETAILS FOR SEE DETAIL 14/L4. REFER TO NOTES, SPECIFICATIONS, AND DETAILS FOR REFER TO NOTES, SPECIFICATIONS, AND DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
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%%uSYSTEM BALANCING:
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%%uINITIAL STATION RUN TIMES:
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%%UCONTROLLER SETUP / WATERING SCHEDULE:
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(BASED ON HISTORICAL CLIMATE)
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%%uSYSTEM OPERATION:
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AS THE SYSTEM OPERATES, SOME ZONES WILL BE WET WHILE OTHERS ARE DRY. ADJUST ONLY THOSE STATIONS WHICH REQUIRE ADDITIONAL OR LESS WATER. FOR EXAMPLE, IF STATION TS1, A 15' TURF SPRAY ZONE IS ALWAYS DRY, CHANGE THE STATION TS1 RUN TIME FROM FIFTEEN (15) MINUTES TO SIXTEEN (16) MINUTES. CONTINUE MAKING ADJUSTMENTS UNTIL THE ZONE MOISTURE CONTENT IS ACCEPTABLE. USE NOZZLE CHANGES OR NOZZLE SCREW ADJUSTMENTS TO ADJUST WET AND DRY AREAS WITHIN A ZONE.
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DRIP ZONES: SHRUBS - 30 MINUTE CYCLES. SHRUBS - 30 MINUTE CYCLES. TREES - 45 MINUTE CYCLES.
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A CYCLING TECHNIQUE WILL BE USED FOR APPLICATION OF WATER, EACH STATION RUN TIME WILL BE APPLIED WITH THREE (3) DIFFERENT START TIMES. THEREFORE STATION RUN TIMES REFLECT ONE THIRD (1/3) THE TOTAL APPLICATION. THE WATERING SCHEDULE SHALL BE MONDAYS, WEDNESDAYS AND FRIDAYS. SET CONTROLLERS FOR START TIME #1 AT 5:30A.M. WATERING WILL BE STOPPED DURING THE MONTHS OF DECEMBER THROUGH FEBRUARY. EXTEND WATER WINDOW IF REQUIRED TO MEET PEAK WATER REQUIREMENTS.
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SYSTEM OPERATIONAL NOTES
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3
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3
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3
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CONNECT FLOW SENSOR TO MASTER VALVE AS REQUIRED PER MANUFACTURES RECOMMENDATIONS
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FLOW SENSOR PER PLANS
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GRADE LEVEL
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RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX WITH LOCKING LID, AS SPECIFIED
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MASTER VALVE AS SPECIFIED
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PVC FLANGE
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MAINLINE. SIZE PER PLANS
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PAVING BRICK (1 OF 4)
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1/2" CRUSHED GRAVEL
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CONCRETE PAVER
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MANUAL LINE FLUSHING VALVE PLUMBED TO TUBING12QUICK COUPLER VALVE8
AUTOMATIC IRRIGATIONCONTROLLER7
REMOTE CONTROL VALVEWITH 3/4" FILTER10
TECHLINE START CONNECTION11
TECHLINE LAYOUT14
TECHLINE SUBGRADE INSTALLATION6
ECO INDICATOR4
TECHLINE LAYOUTAT TREES9
ROTOR POP-UP SPRINKLER5
REMOTE CONTROL VALVE1
3
2
SPRAY HEAD POP-UP SPRINKLER15
ISOLATION VALVE13
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6/1/2012
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Original Date of Licensure
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2/26/2020
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FINISH GRADE
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LINE FLUSHING VALVE #TLSOV
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VALVE BOX SEE SPECS
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BRICK SUPPORTS (THREE)
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3/4" GRAVEL SUMP (1 CUBIC FOOT)
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TECHLINE CV 17MM TUBING
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12" ROUND VALVE BOX QUICK COUPLER VALVE WITH COVER FINISH GRADE FILTER FABRIC BARRIER LASCO BRASS STABILIZER 6" DEEP PEA GRAVEL SCHEDULE 80 NIPPLE MAINLINE (24" DEEP MIN.) 90° STREET ELLSSCHEDULE 80 NIPPLE
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90° STREET ELLSSCHEDULE 40 FITTINGS
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AUTOMATIC IRRIGATION SPRINKLER CONTROLLER PER PLANS JUNCTION BOXES CAULK BOTH SIDES BUILDING FLOOR BUILDING FOUNDATION 2" SCHEDULE 40 PVC
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FINISH GRADE SCHEDULE 40 PVC TO MAINLINE.
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1. COORDINATE CONDUIT INSTALLATION WITH ELECTRICAL AND FOUNDATION INSTALLATION. COORDINATE CONDUIT INSTALLATION WITH ELECTRICAL AND FOUNDATION INSTALLATION. 2. SEE ELECTRICAL PLAN FOR EXACT LOCATION. COORDINATE AS REQUIRED FOR SEE ELECTRICAL PLAN FOR EXACT LOCATION. COORDINATE AS REQUIRED FOR PLACEMENT ON INTERIOR WALL
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NOTE:
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3/4" DISC FILTER 3/4" SCH 80 UNION REMOTE CONTROL VALVE FINISH GRADE SCHEDULE 40 P.V.C. MAINLINE
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BRICK SUPPORT (1- EA. CORNER) 1 CU. FT. PEA GRAVEL SUMP FILTER FABRIC
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12" x 18" VALVE BOX 3/4" PRV 3/4" SCH 80 UNION SCHEDULE 40 P.V.C. LATERAL LINE
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M x F I.P.S COUPLING
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FLOW
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FINISH GRADE
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Techline COMBINATION TEE MODEL TL075FTEE
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Techline TUBING
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3/4" MIN. TRIPLE SWING JOINT LENGTH AS REQUIRED
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PVC TEE (SxSxT) OR 90° (SXT)
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PVC OR POLY PIPING
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EACH CONNECTION IS CAPABLE OF MAX 10 GPM
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LOW VOLUME CONTROL ZONE KIT-REMOTE CONTROL VALVE, FILTER AND PRESSURE REGULATOR.
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REFER TO START CONNECTION DETAIL. DETAIL 14 THIS PAGE.
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AREA PERIMETER
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SEE DRIP NOTES FOR ROW SPACING
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Techline® HCVXR DRIPLINE® HCVXR DRIPLINE HCVXR DRIPLINEHCVXR DRIPLINE DRIPLINE
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MANUAL FLUSH VALVE PLUMBED TO Techline® HCVXR SEE DETAIL 11/74
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MF
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PERIMETER LATERALS 2" TO 4" FROM EDGE
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.33 @ 12" o.c. = 1,056 .33 @ 18" o.c. = 1,504'.53 @ 12" o.c. = 774' .53 @ 18" o.c. = 1,104'
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34" MIN PVC/POLY TUBING TO CONNECTION; SIZE AS INDICATED ON PLANS.
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1. CENTER FEED LITE LAYOUTS ALLOW 2X MAX CENTER FEED LITE LAYOUTS ALLOW 2X MAX TUBING LENGTH OF STANDARD LAYOUTS. 2. PLACE SOIL STAPLE EVERY 3'-5' PLUS TWO ON PLACE SOIL STAPLE EVERY 3'-5' PLUS TWO ON EACH TEE, ELBOW OR CROSS. 3. BELOW ARE MAX LINE DISTANCE FOR CENTER BELOW ARE MAX LINE DISTANCE FOR CENTER FEED LITE LAYOUT @ 57 PSI INLET; REFER TO FULL CHART FOR ALTERNATE PRESSURES:
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FINISH GRADE
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WEED BARRIER FABRIC WHERE APPLICABLE SUB GRADE MULCH PER PLANS
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Techline LATERAL SPACING PER PLANS
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5" MIN. DEPTH
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MULCH FINISH GRADE IN-LINE EMITTER DRIP TUBING EC0 INDICATOR HUNTER MODEL: OPERIND MARLEX STREET ELBOW
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DRIPLINE COMBINATION TEE SPIRAL BARB ELBOW FLEX TUBING
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1.TO BE USED AT ALL TREES PLANTED TO BE USED AT ALL TREES PLANTED WITHIN AREA NOTED ON PLAN.
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NOTE:
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Techline TUBING LATERAL, SNAKE AROUND BASE OF TREES AT A 18" AND 36" RADIUS BLANK TUBING TO SUPPLY HEADER TREE TRUNK
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FINISH GRADE ROTOR POP-UP SPRINKLER PREFABRICATED 1" SWING JOINT AS MANUFACTURED BY LASCO OR APPROVED EQUAL PVC SCH 40 TEE OR ELL SCHEDULE 40 PVC LATERAL LINE (MIN. 18" DEEP)
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CHRISTY'S BLANK YELLOW ID TAG OR APPROVED EQUAL RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX WITH LOCKING LID, AS SPECIFIED 24" SLACK WIRE ROLLED NEATLY, USE 3M DBY WATER PROOF WIRE CONNECTORS FINISH GRADE REMOTE CONTROL VALVE AS SPECIFIED UNION CLASS 200 PVC LATERAL (12" MIN. BURY) FILTER FABRIC BARRIER VALVE BOX EXTENSION AS REQUIRED PAVING BRICK (1 OF 4) 6" DEEP PEA GRAVEL SUMP 24 VOLT COMMON AND CONTROL WIRE TO VALVE HARCO SCH 40 PVC GASKETED SERVICE TEE OR APPROVED EQUAL OR ROMAC 202N PIPE SADDLE OR APPROVED EQUAL
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1. USE SCH. 80 PVC NIPPLES AND FITTINGS.
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NOTE:
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MAINLINE AS SPECIFIED (24" MIN. BURY) TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.C. INTERVALS ALONG MAIN LINE
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1.DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION.
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FINISH GRADE 4" VALVE MARKER SCH. 40 FITTINGS DRAIN ROCK 1 C.F. MIN.
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4" P.V.C. SLEEVE NIBCO 1" BRASS BALL DRAIN VALVE WITH "T" HANDLE OR APPROVED EQUAL LOW POINT IN MAINLINE, SIZE PER PLANS SCH. 80 NIPPLE
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MANUAL DRAIN VALVE
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FINISH GRADE FINDERS TAPE (9" DEEP) LATERAL LINE (MIN. 12" DEEP) SAND OR ROCK FREE SOIL AROUND ALL PIPE MAINLINE (24" DEEP MIN.) TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.C. INTERVALS ALONG MAIN LINE
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TRENCH SECTION
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FINISH GRADE INSTALL 1/4" ABOVE GRADE AND A MINIMUM OF 4" OFF WALKS AND CURBS POP-UP SPRAY HEAD 1/2" MARLEX STREET ELLS LINEAR LOW DENSITY POLYETHYLENE SWING PIPE (12" LONG MIN., 18" LONG MAX) SCHEDULE 40 FITTINGS
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90°ELL SPIRAL BARB FITTINGS SCHEDULE 40 PVC LATERAL LINE (MIN. 12" DEEP)
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'NDS' VALVE BOX, OR APPROVED EQUAL. SET BOX FLUSH WITH FINISH GRADE, PROVIDE EXTENSIONS AS REQUIRED THREADED 'MUELLER' BRASS BALL VALVE, OR APPROVED EQUAL. PVC MAIN LINE THREADED FEMALE ADAPTOR, TYPICAL
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