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HomeMy WebLinkAbout5150-7.���Ff MAI & I�����W����, Q ►eeeeeeeeeeeeeeee 4 eeeeeeeeeeeeeeee P4eeeeeeeeeeeeeeee O �eeeeeeeeeeeeeeeeeeeeeeeee,.e�eeee� 0 eeeeeeeeeeeee�.► �•.� 4 �eeeeeeeeeeeeeeeeeeeeeeeeeeeee�e'� ►eeeeeeeeeeeeeeee 4 m eeeeeeeeeeeeeeee .. ►eeeeeeeeeeeeeeee �eeeeeeeeeeeeeeeeeeeeeeeeeee�-------------- MA INNER WE 474 !eeeeeeeeeeeeieieieieieieieieiei!% ►eeeeeeeeeeeeeee.Q :_: O UNk� ; © . 1 IN 12 ,.. O •1 •II i11 X11 1 •l1 •11 X11 X11 X11 �� �.... . K • . HARDSCAPE 2. CLEAN :• ••% COMPACTION REQUIRED - SEE SPECS3. SAND (TYPICAL) 4. NON -PRESSURE LATERAL LINE/ SLEEVE (SIZE PER CHART) 5. • -• - ADJACENT TO MAINLINE SLEEVE (SIZE PER CHART) 6. PRESSURE SUPPLY LINE / SLEEVE (SIZE PER CHART) PRESSURE MAINLINE LANDSCAPE <3" 24" 3"+ 36" VEHICULAR PAVING <3" 30" 3"+ 36" NON PRESSURE LATERAL LANDSCAPE <3" 12 3"+ 18" VEHICULAR PAVING <3" 24" 3"+ 30" NOTES: U. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE 8. CAP WIRES WITH APPROVED WATERTIGHT WIRE CONNECTOR SIZE ALL SLEEVES PER SLEEVING CHART ON PLANS. D 6 PUSH SEALING PLUG INTO BASE SOCKET MD SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH 9. FINISH GRADE IN TURF AREAS - 1 BELOW TOP OF BOX ENDS. RECLAIMED WATER SLEEVES TO BEA MINIMUM 42"-48" DEEP OR PER WATER DISTRICT STANDARDS WHERE 7• PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION 10. CAP PRESSURE SUPPLY LINE DIRECTLY BELOW CENTER OF * INSTALL ASSEMBLY WITH CAP FLUSH TO GRADE APPLICABLE. 8. COMPLETED WATERPROOF WIRE CONNECTION SPARE WIRE VALVE BOX (WHERE OCCURS) Sleeving- Connections-_- are Wire Box D Tree Bubbler Heads X**? x x x x x x x x 25 25 25 25 2 � 2 *0 le 2 4 TOP 2/3 1.,.-..••:. •., .... :,•. r,' :., OF SLOPE . j: , w'• wt+ ,... ••.,• i,v. C , ,,....•f. I' I.t'• Y' .. 1.• 1.1 .s: •. y ... 'y :.r �s•y. �. ..: -tom. \•' 'r .t•' '".' .•t f•�y` '.,, ;....; •.• 1 MIN ;.=;: �.' :,:::::: ;:• '�';: •.• ::3" MAX. 8 33 eoTronn 1/BOTTOM 1/3 OF 5 TOP 2/3 OF SLOPE V ' ' S OF SLOPE SLOPE SPACING 3 NORMAL SPACING PLUS 25% 77 5 ** 3 F" 6 6 1. PVC PIPE (PER LEGEND) 2. SCH. 40 PVC TEE 3. LANDSCAPE DRIP TUBING (PER LEGEND) 4. SCH. 40 PVC MALE ADAPTER 5. COMPRESSION ADAPTER FITTING 6. SCH. 40 PVC CROSS 1. TOP OF MULCH 7. COMPRESSION COUPLING PSI XFD Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 24" Spacing 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 0.6 GPH 0.9. GPH 15 273 155 314 250 424 322 20 1. 10" ROUND VALVE BOX WITH BOLT DOWN COVER. (INDEPENDENT FROM 1. TREE TRUNK 508 368 30 360 ALL OTHER BOXES) USE STAINLESS BOLT, NUT AND WASHER. 2. TREE ROOTBALL 586 414 40 1 395 BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. 3. 3" LODGE POLE PINE STAKES PER PLANTING PLAN 652 1 474 2. HEAT BRAND 'SW' ONTO LID IN 2" CHARACTERS 4. PLANT BACKFILL PER PLANTING PLAN 7. RAINBIRD TDS-050 TIE -DOWN STAKE AT 3' O.C. MAX. 3. SPARE WIRES (PER PLAN) AND ONE COMMON WIRE CONTINUOUS FROM 5. BUBBLER ASSEMBLY PER IRRIGATION LEGEND 1. SLIP BASE SOCKET OVER END OF WIRES AREA. CONTRACTOR TO SIZE PVC SUPPLY MANIFOLD TO COMPENSATE FOR CONTROLLER. SEE EQUIPMENT LEGEND FOR SIZE AND COLOR. 6. FINISH GRADE 2. STRIP WIRES APPROX. 5/8 FROM ENDS - TWIST TOGETHER 4. FINISH GRADE IN SHRUB AREAS - 3" BELOW TOP OF BOX 7. UNDISTURBED NATIVE SOIL 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER 5. 6. PRESSURE SUPPLY LINE PER PLAN 3/4" PEA GRAVEL. FILL TO TOP OF VALVE BOX HOLES 8. 9. 1/2 CLASS 315 PVC LATERAL LINE SCH 40 PVC TEE AROUND PLANTING PIT F 4. PUT CRIMP END OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE IRRIGATION NOTES: 7. LANDSCAPE FABRIC 10. PEA GRAVEL IN BASE OF DRAIN PIPE NOTES: U. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE 8. CAP WIRES WITH APPROVED WATERTIGHT WIRE CONNECTOR SIZE ALL SLEEVES PER SLEEVING CHART ON PLANS. D 6 PUSH SEALING PLUG INTO BASE SOCKET MD SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH 9. FINISH GRADE IN TURF AREAS - 1 BELOW TOP OF BOX ENDS. RECLAIMED WATER SLEEVES TO BEA MINIMUM 42"-48" DEEP OR PER WATER DISTRICT STANDARDS WHERE 7• PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION 10. CAP PRESSURE SUPPLY LINE DIRECTLY BELOW CENTER OF * INSTALL ASSEMBLY WITH CAP FLUSH TO GRADE APPLICABLE. 8. COMPLETED WATERPROOF WIRE CONNECTION SPARE WIRE VALVE BOX (WHERE OCCURS) Sleeving- Connections-_- are Wire Box D Tree Bubbler Heads X**? x x x x x x x x 25 25 25 25 2 � 2 *0 le 2 4 TOP 2/3 1.,.-..••:. •., .... :,•. r,' :., OF SLOPE . j: , w'• wt+ ,... ••.,• i,v. C , ,,....•f. I' I.t'• Y' .. 1.• 1.1 .s: •. y ... 'y :.r �s•y. �. ..: -tom. \•' 'r .t•' '".' .•t f•�y` '.,, ;....; •.• 1 MIN ;.=;: �.' :,:::::: ;:• '�';: •.• ::3" MAX. 8 33 eoTronn 1/BOTTOM 1/3 OF 5 TOP 2/3 OF SLOPE V ' ' S OF SLOPE SLOPE SPACING 3 NORMAL SPACING PLUS 25% 77 5 ** 3 F" 6 6 1. PVC PIPE (PER LEGEND) 2. SCH. 40 PVC TEE 3. LANDSCAPE DRIP TUBING (PER LEGEND) 4. SCH. 40 PVC MALE ADAPTER 5. COMPRESSION ADAPTER FITTING 6. SCH. 40 PVC CROSS 1. TOP OF MULCH 7. COMPRESSION COUPLING PSI XFD Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 24" Spacing 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 0.6 GPH 0.9. GPH 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 1 395 1 255 465 1 402 652 1 474 Y Z. LA t;Ah't Utter UIVtS CIN 1ST PLAN 8. COMPRESSION ELBOW FITTING i.rvC FGCU IF 0M urtir 1iVIVIRVL Lvrvc 7/8 3. FINISH GRADE IN PLANTER AREAS, BACKFILL OVER DRIPLINE 9. COMPRESSION TEE FITTING 2. BARB X MALE FITTING NOTES: 5 8/12 4. FINISHED GRADE 3 CHECK CORRECTIONS 3. SCH. 40 PVC SUPPLY HEADER 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE PER PLAN. DISTANCE CIN 3RD PLAN 5. SUB -GRADE OF NATIVE SOIL CHECK CORRECTIONS NOTES 4. SCH. 40 TEE OR EL BETWEEN LATERAL ROWS FOR BOTTOM 1/3 OF SLOPE TO BE 1.25X OPTIMAL ROW 6. (�'■) LATERAL DRIP LINE SPACING - 18 INCHES 5. DRIPLINE PER IRRIGATION LEGEND DISTANCE. 7. RAINBIRD TDS-050 TIE -DOWN STAKE AT 3' O.C. MAX. ALL PERIMETER LATERALS ARE TO BE 2" TO 4" FROM THE EDGE OF PLANTER 6. FLUSH POINT 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN AREA. CONTRACTOR TO SIZE PVC SUPPLY MANIFOLD TO COMPENSATE FOR 7, SCH. 40 PVC FLUSH HEADER IN THE ACCOMPANYING TABLE. FLUSH VALVE FLOWS. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE 3. WHEN ELEVATION CHANGE EXCEEDS 10 FEET IT IS RECOMMENDED THAT A NEW DRIPLINE. SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. X =DISTANCE BETWEEN DRIP LATERALS PER PLAN ZONE BE CREATED. E Dripline Burial F Drioline Fit ins G Dr line On Sloge IRRIGATION NOTES: 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING 17. LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD 4 1. GENERAL -ALL WORK SHALL 8E IN ACCORDANCE WITH APPLICABLE CODES AND THESE DUTIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. AND BE RESPONSIBLE FOR ANY DAMAGE. DDITIONAL IN UNE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST 2GNP- � OST THEOWNER. A� A. THE CONTRACTOR .SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE 7, THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. MATERIALS, AND RUBBISH INCIDENTAL TO HIS WORK. 18. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18"-24" MINIMUM COVER FV FV B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY(PER 8• IRRIGATION DESIGN IS BASED ON 70 PSI AVAILABLE WATER PRESSURE AT 17 GPM. DETAIL). LATERAL LINES TO HAVE 12' MINIMUM COVER. AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY THE CITY � OWNER. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO CONSTRUCTION; SHOULD A 19, THE RADIUS OF EACH HEAD IS TO BE ADJUSTED TO THAT HEAD-TO-HEAD COVERAGE IS DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO START OF WORK. MAINTAINED, BUT OVERSPRAY ON BUILDINGS, WALKS, AND WALLS, ETC. IS MINIMIZED. � 2. SCOPE OF WORK -UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION 3 SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLATION AND TESTING OF ALL MAINLINE, 9• CONTRACTOR SHALL MAKE POINTS� OF CONNECTION AS NOTED ON THE PLANS. POINT(S) 20. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE 4 OF CONNECTION, LATERAL LINES, RISERS, AND FITTINGS; AND THE FURNISHING OWNER THE FOLLOWING: 6 AND INSTALLATION OF SPRINKLER HEADS, CONTROLLERS, ELECTRIC CONTROL VALVES, 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE 6 EXCAVATION AND BACKFILL, AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, TO THE CONTROLLER; ELECTRICAL POWER WILL BE PROVIDED BY OWNER AT THE A. A REPRODUCIBLE SET OF "AS -BUILT" DRAWINGS AND CONTROLLER CHART. 2 DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, CONTROLLER LOCATION SHOWN ON THE PLANS. B. 2 KEYS FOR EACH CONTROLLER AND CONTROLLER ENCLOSURE (AS APPLICABLE). 8 9 5 7 6 3 EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY 11. ALL WIRES SHALL BE SOLID COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. D. 4 OF EACH SPRINKLER HEAD SPECIFIED. IMPLIED, BY THE DRAWINGS, DETAILS, AND NOTES. INCLUDED AS A PART OF THE ALL COMMON WIRE SHALL BE AWG #12 WHITE; ALL CONTROL WIRE SHALL BE AWG #14 IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING: RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES 21, AS -BUILT DRAWINGS -THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A 1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, WHEN TWO OR MORE CONTROLLERS ARE ON PROJECT. COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND TO TUBING DETAILS, NOTES, AND LEGENDS. SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, 2. AREA PERIMETER 12. ALL CONTROL WIRES AND IRRIGATION PIPE LINES THAT RUN UNDER PAVING SHALL BE THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE "AS -BUILT" SET TO 3. LANDSCAPE GRIP TUBING (PER LEGEND) B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL ENCASED IN SCH 40 PVC PIPE SLEEVES. SLEEVES SHALL BE SIZED ACCORDING TO A REPRODUCIBLE MYLAR, PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT 4. PVC FLUSH MANIFOLD AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE, THE CHART ON THE PLANS. AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF 5. REMOTE CONTROL VALVE WITH FILTER AND FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF 13. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THE FIELD 8Y THE REFERENCE: SHUT-OFF VALVES, MAINLINE AND CONTROL WIRE ROUTING, POC, BACKFLOW DEVICE, CONTROL VALVES, CONTROLLER, QUICK COUPLERS, AND OTHER PERTINENT PRESSURE REGULATOR (SEE RCV DETAIL) THE WORK. LANDSCAPE ARCHITECT OR THE OWNER' S AUTHORIZED REPRESENTATIVE. UNDERGROUND ITEMS. 6. MANIFOLD -TO -ELBOW CONNECTION 7. PVC SUPPLY MANIFOLD 8. AIR/VACUUM RELIEF VALVE (PER LEGEND) 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE 14. CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS ON OUTSIDE OF ALL VALVE BOX UDS. 22. CONTROLLER CHART -UPON APPROVAL OF THE FINAL "AS -BUILT" DRAWINGS, PROVIDE PLUMBED TO BLANK TUBING AT EACH HIGH POINT CONTRACT. 15. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR ONE CHART FOR EACH CONTROLLER INSTALLED AS FOLLOWS: 9. AIR/RELIEF BLANK TUBING LATERAL ON MOUNDS 4 PIPING AND VALVES SHOWN ON THE PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL LED-LUBE JOINT COMPOUND (OF APPROVED EQUAL). ALL PVC THREADED CONNECTIONS A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED "AS -BUILT" SYSTEM (A OR BERMS . ROUTE PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER . SHALL BE COATED WITH TEFLON TAPE BLACK -UNE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION). NOTES: 16. ALL PVC SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH SOLVENT -WELD MATERIALS ALL PERIMETER LATERALS ARE TO BE 2" TO 4" 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT -WELD PRIMER SHALL BE B. WHEN COMPLETED AND APPROVED, THE CHART SHALL 8E HERMETICALLY SEALED FROM THE EDGE OF PLANTER AREA. AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS APPLIED AT ALL CONNECTIONS. BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND MOUNTED ON THE INSIDE ACCEPTED IN WRITING BY THE OWNER /CIN. OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. H Dripline Center Connection-_ I General Irrigation Notes Y 7/8 CIN 1ST PLAN CHECK CORRECTIONS 7/8 FIRE PROTECTION MODIFICATIONS 8/12 CIN 2ND PIAN 3 CHECK CORRECTIONS 9/4 CIN 3RD PLAN 4 CHECK CORRECTIONS