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HomeMy WebLinkAboutL2.5 IRRIGATION DETAILS C21G NAL SUTV-Y CU I_C AT ACCURATE SURVEYING & MAPPING W X 1-7" VALVE BOX 000000000 SYSTEMOPERATIONAL NOTES SOLAR SYNC SENSOR , , , i , , , , AS SPED I F I ED oo\ "'Y' o f iDop000000 8" ADS 000° 0 1.QZTZ o °0 0 SYSTEM OPERATION: GUTTER MOUNT TO FACE OF LEEMGO 'LV SERIES' *o� (BASED ON HISTORICAL CLIMATE) BUILDING. MOUNT IN LOCATION ANGLE VALE SIZE o- THAT MAXIMIZES DIRECT TO MATCH MAINLINE o LA- 6536 cwo ° CONTROLLER SETUP: SUNLIGHT, OPEN TO RAINFALL cI/1-1/2025oo° AND OUT OF SPRINKLER SPRAY °001> 000 A GYGLING TEGHNIQUE WILL BE USED FOR APPLICATION OF WATER, EACH STATION RUN z oo jy 4>00o Z TIME WILL BE APPLIED WITH THREE (3) DIFFERENT START TIMES. THEREFORE STATION PATTERN o0000001�� RUN TIMES REFLECT ONE THIRD (1/5) THE TOTAL APPLICATION. PEAK WATER CONDUIT FROM SOLAR SYNC _ ° APPLICATION WILL REQUIRE IRRIGATION EVERY NIGHT. SET CONTROLLERS FOR START SENSOR TO CONTROLLER OR TO N z TIME #1 AT 7:30P.M., START TIME #2 AT 12:OOA.M., AND START TIME #3 AT 5:30A.M. A POINT 12" BELOW GRADE, AS o L EXTEND WATER WINDOW IF REQUIRED TO MEET PEAK WATER REQUIREMENTS. REQUIRED. © °o SOLAR SYNC, MODULE ° M o INITIAL STATION RUN TIMES: MOUNT LESS THAN 6' AWAY FROM 21 o - ° � q z DRIP ZONES: SHRUBS - 10 MINUTE CYCLES. (8 CYCLES MINIMUM SPACED EVENLY CONTROLLER. AS REQUIRED. GLASS 200 PVG ;C) ° � UI co � THROUGHOUT WATER WINDOW AS NOTED ABOVE) MAIN LINE, PER SPRAY ZONES: TURF - 5 MINUTE CYCLES. Q E a c co M ) a PLANS �'L � _ & � lNn n 3 ° w ROTOR ZONES: TURF - 15 MINUTE CYCLES. � �' CD 0 w 6" DEEP PEA Q us � Y ; 0 GRAVEL SUMP w N o L.o a °�� ao N `o o SYSTEM BALANCING: � a z ao m � m 3 X o (D o AS THE SYSTEM OPERATES, SOME ZONES WILL BE NET WHILE OTHERS ARE DRY. �o �O� �O�o$�O . .. .. . LL a o cD N COMMUNICATION WIRE, 18-2 (WIRE w IRRIGATION NOTES ADJUST ONLY THOSE STATIONS WHICH REQUIRE ADDITIONAL OR LESS WATER. FOR TYPE TO MEET INSTALLATION �oo$c�oo$ LEEMGO ITS SERIES' - • ■ - ° EXAMPLE, IF STATION TSI A 15' TURF SPRAY ZONE IS ALWAYS DRY, GHANGE THE K CODE REQUIREMENTS), FROM o SADDLE TAP OR ID STATION TSI RUN TIME FROM FIFTEEN (15) MINUTES TO SIXTEEN 06) MINUTES. CONTINUE MODULE TO SENSOR. MAXIMUM Q0�?o�soq: APPROVED EQUAL. o I. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 55 G.P.M. MAKING ADJUSTMENTS UNTIL THE ZONE MOISTURE CONTENT IS ACCEPTABLE. USE TOTAL WIRE DISTANCE, 200 FEET SIZE AS REQUIRED w WITH GO P.S.I. AT EACH AUTOMATIG VALVE ALONG THE PRESSURIZED MAINLINE NOZZLE CHANGES OR NOZZLE SCREW ADJUSTMENTS TO ADJUST WET AND DRY AREAS TO CONNECT TO AND 50 P.S.I. AT THE HEADS. WITHIN A ZONE. PRESSURIZED w 2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4 DIAMETER. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF SOLAR SYNC I N STALAT I O N MAINLINE ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING W PRESSURE 4. COOUTILIRIES SHALL DINATE NATE ALL IRRIGATIONTNSTALLATIONSOPERATIONS WITH CIVIL, IRRIGATION SYSTEM Scale: NTS IRRIGATION o MECHANICAL AND ELECTRICAL ENGINEERING SHEETS. _ _ _ MAINLINE. SEE ENGINEERING PLANS ° 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND HARD5GAPE PER PLAN. -III-III-III-III-III-III-III-III-III-III- F SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. NON-POTABLE WATER NOTES FOR INSTALLATION J 6. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. III ° PAVEMENT SAWGUT, APPLY GGS-I 1 l- o APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. I. ALL VALVE BOXES, QUICK COUPLER VALVES, SPRINKLER HEAD COVERS, AND EMULSIFIED ASPHALT TO JOINTS, = -III-III-III-III- 1- ° FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR GAPPED AUTOMATIG CONTROL VALVES SHALL BE PURPLE TINTED IDENTIFICATION PRIOR TO PLAGIN6 4' MINIMUM "l - o AND MARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE. MATERIAL, MARKED WITH "DO NOT DRINK" WARNING. WIDTH ASPHALT PATCH WHERE ' w STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. 2. INSTALL FINDER TAPE OVER ALL IRRIGATION MAINS. TAPE SHALL BE 2" WIDE, APPLICABLE. w ALL SLEEVES SHALL EXTEND A MINIMUM OF 15" BEYOND BACK OF CURB OR EDGE METALLIC PURPLE IN COLOR, WITH THE WORDS "DANGER - UNSAFE WATER" OR SADDLE TAP OF PAVEMENT. PROVIDE COMPACTED BAGKFILL AS NECESSARY AT HARD NON-POTABLE WATER CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. 5 'I o TAPE SHALL BE PLACED BETWEEN SIX INGHES (6 ) AND EIGHTEEN INCHES (18 ) SURFACE LOCATIONS. �� �� NOT TO SCALE 7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED BELOW THE SURFACE, DIRECTLY ABOVE THE TOP OF THE PIPE. _ w FOR THIS WORK. >o 0 0 0 0 0 0 0 0 0 0 0 0 IYPIGAL ROADWAY EGT ON AS GHRISTY'S BLANK YELLOW ID w 8. IRRIGATION GONTROLLER(5) ARE TO BE LOCATED AS SHOWN ON THE PLAN. CCSPECIFIED AND PER PLANS. TAG OR APPROVED EQUAL Copyright 2025 GONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN CAUTION NOTICE `�LJ �J `� `�LJ`�LJ �J LJ`��J`��J��t All rights reserved. Reproduction or use In any form o L.I PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED or by any means without written permission of 2 ) RECTANGULAR HEAVY DUTY Breckon Land Design,Inc.is unlawful and subject to 0 CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDING THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORPLASTIG THROUGH APPROPRIATE SIZED CONDUIT. O O O O O O O O I LOCKING LID, AS SPECIFIED criminal prosecution. w ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS g. ALL HEADS ARE TO BE 4 POP-UP IN LAWN AREAS. IRRIGATED AREAS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN _ GONTAININ6 VEGETATION WHIGH POTENTIALLY MAY IMPEDE PERFORMANCE OF A THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR ~ > 5UBGRADE ELEVATION 24" SLACK WIRE ROLLED 4 POP-UP SPRINKLER ARE TO BE REPLACED WITH A 12 HIGH POP-UP SPRINKLER. d w r Q COMPLETE. THE CONTRACTOR MUST GALL THE LOCAL UTILITY LOCATION CENTER AT III- NEATLY, USE 3M DBY WATER z o 10. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, LOCAL CODES, - PROOF WIRE CONNECTORS LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF o U) �j IIII Y AND MANUFACTURER'S RECOMMENDATIONS. L TYPE A-1 BAGKFILL PER IPNG O II. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE Of 0 SECTION 306 AND SD-501, DEPTH FINISH GRADE o TO THE SURFACE AS A RESULT OF TRENGHIN6 OPERATIONS. ALL EXISTING UTILITIES WHIGH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN VARIES WITH PAVEMENT SECTION. 12. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ON THE PLANS. °� III III III-I REMOTE CONTROL VALVE AS rn a ADDITIONAL REQUIREMENTS. III III- z SPECIFIED o 13. ALL 24 VOLT POWER WIRES SHALL BE #14 AW6 SOLID COPPER. ALL ABOVE N v _z III III III W G GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVG CONDUIT. ALL 24 VOLT = IIII = LOCATOR TAPE _ - UNION > W CONTROL WIRES SHALL BE LOCATED IN A 3/4" CONDUIT. z_ >~ III III - ° 14. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND 6 AWG SHIELDING WIRE IF - SCHEDULE 40 PVG LATERAL Q ` Vco 2:< ORDINANCES. (SOLID BARE COPPER) (12 MIN. BURY) W 15. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING IN - PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL CO III NATIVE UNDISTURBED SOIL -III FILTER FABRIC BARRIER � 10PAYMENT. III III w 16. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN GLASS A-1 PIPE BEDDING PER VALVE BOX EXTENSION AS < > EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ISPWG SD-502 -III III o$ o$ o �$ �5�� � �� o$ � � REQUIRED r n o ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN I 'o 000 'oo 'o 'o 'o 'o V J u o THAT ONE YEAR SHALL BE FREE OF EXPENSE TO THE OWNER. Gg00 (OR Gg05) DRIB PVG ooq' oq'�oq'�oq'� q,� q'�oq'�oq'�oq'�o PAVING BRICK (I OF 4) w 17. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SLEEVE. TO BE 2 TIMES DIAMETER IIII III oo$ oo$ oo$�oo$ oo10 F SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD (I YEAR). OF PRESSURIZED MAINLINE PIPE CD w Q w 18. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE 00 0 00 00 00 0 00 0 QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF w III- GLASS 200 5DR21 PIPE BELL -III _ _ o° 'P _ -III 6" DEEP PEA GRAVEL SUMP THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE w Q OUTSIDE DIAMETER. III-II I III III III III III �+ PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER OR DESIGN J o III _ 24 VOLT COMMON AND Z PROFESSIONAL. N = CONTROL WIRE TO VALVE O Z H. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS - - - - - - - - TO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT III- l LEEMGO ANGLE VALE SIZE O LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS IIII = TWO WIRE CONTROL WIRE IN I" - A5 REQUIRED o REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL - SCHEDULE 40 CONDUIT ALONG ENSURE HEAD TO HEAD GOVERA6E AND NOT OVER SPRAY THE BUILDING OR III MAIN LINE MAINLINE AS LEEMGO SADDLE TAP OR OTHER IMPROVEMENTS. SPECIFIED (24" MIN. APPROVED EQUAL. SIZE AS 20. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW 6" SLEEVE 6" BURY) REQUIRED TO CONNECT TO W CO E PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY SHALL BE LOCATED IN THE DIA. NOTE: PRESSURIZED MAINLINE LANDSGAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. NOTE: TAPE AND BUNDLE w 21. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. CONTROL WIRE AT I. USE SGH. 80 PVG NIPPLES AND FITTINGS. N I. COORDINATE WITH OTHER CONTRACTORS TO INSTALL SLEEVE, CONDUIT, FINDER TAPE FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS AND LOCATING WIRE PRIOR TO INSTALLATION OF ROADWAY IF APPLICABLE. 10'-O" O.G. INTERVALS 2. PROVIDE ALL FITTING W S AND HARDWARE AS REQUIRED. INSTALL PER (10 PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. ALONG MAIN LINE MANUFACTURERS REGOMENDATIONS. 0 22. IRRIGATION CONTRACTOR SHALL USE THE MANUFACTURER'S APPROVED PRESSURE 2. ROAD GROSSING INSTALLATION REQUIREMENTS APPLY WITH THE FULL EXTENT OF THE -C RIGHT-OF-WAY. T _ n REGULATING MODULE AS SPECIFIED TO ADJUST ZONE OPERATING PRESSURES TO REMOTE CONTROL VALVE AN AVERAGE OF 30 P.S.I. IN SPRAY ZONES AND 45 P.S.I. IN ROTOR ZONES. 3. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL GROSS BELOW OTHER UTILITIES. 6 v 23. ALL MAIN LINE FITTINGS SHALL BE SCHEDULE 40 SOLVENT WELD TYPE UNLESS 4. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD GRO55IN65 OF THE IRRIGATION PIPE AT SADDLE TAP OT TO SCALE Z I _ NOTED FOR LATERAL SERVICE. AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR PUBLIC U, >, 24. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGN O ,R PROFESSIONAL. DRINKING WATER SYSTEMS AND THE ISPWG SD-407. V D 0 25. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CERTIFICATE OF COMPLETION IRRIGATION 5GHEDULIN6, LANDSGAPE AND IRRIGATION MAINTENANGE SCHEDULES, H A R D S CA P E CROSSING IRRIGATION AUDIT, IRRIGATION SURVEY, AND IRRIGATION WATER USE ANALYSIS. 3 DRIP IRRIGATION NOTES TRENCH SECTION Q I. ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRIP LINE ~ IRRIGATION SYSTEM, NETAFIM 'XGVXR' OR APPROVED EQUAL. ALL TREES IN THE 2" AUTOMATIG Q NOTED AREA ARE TO BE IRRIGATED AS PER DETAIL 7/L2.6. THE CONTRACTOR IS FROM IRRIGATION 01 RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER MANUFACTURER'S WALL SPRINKLER RECOMMENDATION5 AND THE FOLLOWING REQUIREMENTS: AL A. AN INLINE EMITTER DRIP LINE TUBING SHALL BE USED. THE EMITTER 5PAGIN6 CONTROLLER PER o SHALL BE TWELVE INCHES (12") AND THE EMITTER FLOWS ARE TO BE .6 G.P.H. PLAN Lo S FINISH GRADE C LATERALS SHALL BE SPACED AT EIGHTEEN INCHES (18"). O B. A MANUAL BASKET FILTER SHALL BE INSTALLED ON EACH ZONE SEE LEGEND JUNCTION BOXES � CAULK BOTH SIDES 0) REVISIONS FOR MODEL NUMBER. THE FILTER SHALL BE INSTALLED IN CONJUNCTION WITH - LOCATOR TAPE AN ELEGTRIG REMOTE CONTROL VALVE AS SPECIFIED (SIZE AS NOTED ON No. Date Description SCHEDULE). THE FILTER SHALL INCLUDE A 200 MESH STAINLESS STEEL BUILDING FLOOR 1 3/11/25 MERIDIAN COMMENTS r a) SCREEN. SEE DETAIL. CO G. ALL ZONES SHALL BE INSTALLED WITH A MANUAL LINE FLUSHING VALVE. 1 INSTALL WITH COLLAR. SEE DETAIL 8/L2.6. Q D. ALL TUBING SHALL BE STAKED DOWN WITH TL56 SIX INCH (il SOIL STAPLES FINISH GRADE BUILDING U EVERY 3'-5' PLUS TWO ON EACH TEE, ELBOW OR GROSS. _ _ _ FOUNDATION LATERAL LINE PROJECT NO.: 01� 2. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A MEETING WITH THE DESIGN SCHEDULE 4 z io SAND OR ROCK FREE SOIL 24054 U)B o PROFESSIONAL AND THE OWNERS REPRESENTATIVE BEFORE PROGEEDIN6 WITH PVG TO -III a 2 SCHEDULE 40 PVG ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK TO BE DONE. NO MAINLINE. :2AROUND ALL PIPE DRAWN BY: z GHANGE5 IN MATERIAL SPECIFIED OR TO THE DESIGN OF THE SYSTEM SHALL BE oo -III-III-III CR. KS ALLOWED WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL. MAINLINE 5. ALL PVG LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT - - - CHECKED BY: O TAPE AND BUNDLE CONTROL MINIMUM DEPTH OF TWELVE INCHES (12"). SIZE AS NECESSARY. (SEE PIPE SIZING - - - - - _ CR, JB U -III-III-III- -III- " < µ II I I II WIRE AT IO O O.G. NOTES ON THIS SHEET.) IIII I- DATE: � 4. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS -III-III-III- = -III- ' j INTERVALS, PLACE TO SIDE �Q o RESPONSIBLE TO PROVIDE THE OWNER WITH A5-BUILT DRAWINGS AND -III = OF MAIN LINE 09/17/2025 C* dr _ _ HM N II = INSTRUGTIONS FOR MAINTENANGE OF THE DRIP SYSTEM. - -III-III-III -III-III- - 5. PROVIDE DRIP LINE TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE NOTE: - - 1 1 111 III - O - SHEET NUMBER C)IRRIGATION SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED TO ENSURE THE I. COORDINATE CONDUIT INSTALLATION WITH ELEGTRIGAL AND FOUNDATION INSTALLATION. T HEALTH OF ALL PLANT MATERIAL. BURY DRIP LINE AT 5" MIN. BELOW GRADE, SEE A i DETAIL SEE D /L LOCATE DRIP LINE TO OBTAIN COMPLETE COVERAGE OF PLANTER AUTOMATIC IRRIGATION TRENCH SECTION � AREAS, SEE DETAIL 62.6. REFER TO NOTES, SPECIFICATIONS, AND DETAILS L2.5 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 11-01,0- CONTROLLER NOT TO SCALE 4 scale: 1-1/211- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15