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HomeMy WebLinkAboutSht LS2.3 - Irrigation Plan 05-14-208 YD84"W x 78"D x 86" H ADACLEARANCES 8 Y D 8 4 " W x 7 8 " D x 8 6 " H A D A C L E A R A N C E S TYPE A ACCESSIBLE UNIT c c c c c 8 Y D 8 4 " W x 7 8 " D x 8 6 " H A D A C L E A R A N C E S 8 YD84"W x 78"D x 86" H ADACLEARANCES 8 Y D 8 4 " W x 7 8 " D x 8 6 " H A D A C L E A R A N C E S TYPE A ACCESSIBLE UNIT c c c c c 8 Y D 8 4 " W x 7 8 " D x 8 6 " H A D A C L E A R A N C E S PH A S E L I N E 3 4"1" 114" 34" 34" 34"112" 1" 1" 34" 114"34"1" 34" 34" 34" 34"2"34" 1" 1" 112" 34" 34" 1" 1" 34"112"2" 34" 34" 34" 1" 114" 34" 34" 112" 34" 34" 1" 114" 1" 114"34" 2" 34" 3 4"34" 1" 1" 34" 3 4" 2" 114" 114" 1" 1" 34" 112" 34" 114" 34" 1" 34" 34" 1" 34" 1" 34" 34" 1" 1"114"34"1" 2"3 4"112"3 4" 1" 3 4" 34" 1"1" 1" 114" 114" 2" 1"34" 34" 34" 34" 34" 34" 112" 34" 112"34" 2" 112"114"34" 34"114"1"34" 2" 112"34" 114" 34" 114" 1" 1" 34" 34" 114" 114"1"1"34"34"1"112" 112" 2" 34" 3 4"3 4"114" 1"112" 34" MAINLINE, LATERAL PIPE,VALVES, ETC. SHOWN IN SIDEWALK FOR DRAWING CLARITY ONLY. LOCATE IN LANDSCAPE (TYP) MAINLINE, LATERAL PIPE,VALVES, ETC. SHOWN IN SIDEWALK FOR DRAWING CLARITY ONLY. LOCATE IN LANDSCAPE (TYP) SEE LANTERN PARK PLANS FOR ADJACENT IRRIGATION MAINLINE, LATERAL PIPE,VALVES, ETC. SHOWN IN SIDEWALK FOR DRAWING CLARITY ONLY. LOCATE IN LANDSCAPE (TYP) SYMBOL MANUFACTURER-MODEL NUMBER PAT. RD. PSI GPM Q T H TT TQ F DETAILS REMARKSDRIP GPH IRRIGATION LEGEND ------------2.030F JUMBO VALVE BOXDRIP CONTROL ZONE KIT: RAINBIRD XCZ-100-PRB-COM OR XCZ-150-PRB-COM NOT SHOWN NOT SHOWN LATERAL LINE: PVC SCH. 40 (SIZE PER PLAN) JUMBO VALVE BOX 'A' RAIN BIRD PESB-PRSD AUTOMATIC CONTROL VALVE (SIZE AS NOTED ON PLAN). INSTALL PRS-D OPTION IF REQ. PER SPECS/DETAILS. -- SLEEVE (SIZE TO BE A MIN. OF TWICE THE DIAMETER OF THE MAIN, LATERAL) ROUTE WITH MAINLINE COORDINATE WITH ALL TRADES 1.00 1.38 1.98 ----3.82 --25'45Q,T,H,F WELL WITH 2" POINT OF CONNECTION. INSTALL WELL HEAD ABOVE GRADE AND SLOPE GRADE AWAY FROM WELL PER CODE. WIRE CHASE, SIZE TO BE TWICE THE DIAMETER OF THE WIRE BUNDLE WITHIN, 1" DIA. WC IS THE MINIMUM SIZED ALLOWED.COORDINATE WITH ALL TRADES RAIN BIRD 5012-PL-R-SS WITH 25 MPR SERIES NOZZLES NOT SHOWN RAIN BIRD 1804-PRS POP-UP SPRAY 12 SERIES Q,H,F,HE-V 1.3012'.5930 2.37 DOUBLE JACKETED SOLID COPPER 2-WIRE (INSTALL IN SCH. 40 GREY ELECTRICAL CONDUIT) GPH INC. GPSCV2M DRIP EMITTER ADJUST ARC AS NEEDED-- INSTALL PER LOCAL CODE 9 1 8 11,12,16 2,27 8,13,14 13,14 13,14 15 SEE IRRIGATION DETAILS4,5 COORDINATE EXACT LOCATION WITH OWNER. FLUSH VALVE: 1/2" PVC BALL VALVE. INSTALL AT END OF ALL DRIP LINES IN 10" ROUND VALVE BOX REFERENCE DETAILS3 DRIP LATERAL: PVC SCH 40, OR STICKY-STRIP PVC HOSE BY GPH. CONTRACTOR SHALL SIZE PIPE PER DETAILS AND SPECS. 2" SCH. 40 PVC MAINLINE UNLESS OTHERWISE NOTED. ------------5.030FNOT SHOWN --RAINBIRD PC-05 EMITTER WITH DIFFUSER CAP SEE IRRIGATION DETAILS6 SEE IRRIGATION DETAILS 13,14 SEE IRRIGATION DETAILS SEE IRRIGATION DETAILS5,6 2-WIRE WEATHERTRAK ETPRO3 CONTROLLER RAIN BIRD 1804-PRS POP-UP SPRAY 15 SERIES RAIN BIRD 1804-PRS POP-UP SPRAY 18 SERIES Q,H,F,HE-V VAN 1.85.93 3.70 2.661.33 5.32 -- ---- -- ---- -- -- -- -- -- 30 30 15' 18' ADJUST ARC AS NEEDED ADJUST ARC AS NEEDED NOT SHOWN DRIPLINE: NETAFIM TLCV26-18 .26/18"F --30 ------------SEE IRRIGATION DETAILS6,17 10 10 10 --------RAIN BIRD 1804-PRS POP-UP SPRAY 8 SERIES H,F,VAN .528'30 1.04 ADJUST ARC AS NEEDED10-- RAIN BIRD 1804-PRS POP-UP SPRAY WITH 1401 BUBBLER FULL .2530 10 RAIN BIRD R-VAN14 1812-P45- ROTARY SERIES 45°-270°.63.32 1.27 --.94----458'-14'10 ADJUST ARC AS NEEDED RAIN BIRD 5012-PL-R-SS WITH 30 MPR SERIES NOZZLES RAIN BIRD 5012-PL-R-SS WITH 35 MPR SERIES NOZZLES 1.40 1.85 2.96 ----5.78 --30'45 Q,T,H,F 1.92 2.46 3.81 ----7.58 --35'45 Q,T,H,F ADJUST ARC AS NEEDED ADJUST ARC AS NEEDED9 9 WATER WISE PERENNIALS/GRASSES 1 GPSTCV2M (1GPH) NON WATERWISE PERENNIALS/GRASSES 1 GPSTCV2M (2GPH) ALL WATER WISE SHRUBS 2 GPSTCV2M (1GPH) ALL NON WATER WISE SHRUBS 2 GPSTCV2M (2GPH) TREES IN PLANTERS 3 PC-05 (5GPH) NOTES: 1.EMITTERS LISTED ARE AVAILABLE FROM GPH AND RAINBIRD. 2.INSTALL NETAFIM TLCV IN ADDITION TO PC-05 EMITTERS PER DETAILS ON SHEET LS4.1/5. 3.INSTALL PC-DIFFUSER CAP ON ALL PC-05 EMITTERS. 4.CONTRACTOR SHALL ADJUST QUANTITY OF EMITTERS AND/OR RUNTIMES OF DRIP ZONES AS NECESSARY DURING THE PLANT ESTABLISHMENT PERIOD. CONTRACTOR SHALL HAND WATER PLANTS AS NECESSARY DURING ESTABLISHMENT PERIOD IN ORDER TO ENSURE THAT OVER OR UNDER WATERING DOES NOT OCCUR. PLANT TYPE EMITTER QTY EMITTER TYPE DRIP EMITTER LEGEND VALVE ID TAG ZONEVALVE PRESSUREGPM SIZE IRRIGATION NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CITY AND/OR COUNTY CODES. SEE CIVIL PLANS FOR UTILITY EASEMENTS AND COMPLY AS NEEDED WHEN WORKING WITHIN THESE AREAS. THE CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY PERMITS. 2.CONTRACTOR SHALL HAVE ALL UTILITIES BLUE STAKED BEFORE DIGGING. ANY DAMAGE TO THE UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF CONTRACTOR WITH NO EXTRA COST TO THE OWNER. 3.PROVIDE AN AS-BUILT, REPRODUCIBLE DRAWING TO OWNER SHOWING ALL DRAINS, HEADS, VALVES, AND PIPES. PROVIDE INSTRUCTIONS TO MAINTENANCE PERSONNEL FOR WINTERIZATION. SPRINKLER SYSTEM TO BE BLOWN OUT WITH AN AIR COMPRESSOR EACH FALL. 4.CONTRACTOR SHALL ONLY USE COMMERCIAL GRADE PRODUCTS AND IS RESPONSIBLE FOR ENSURING ACCURATE COUNTS AND QUANTITIES OF ALL IRRIGATION MATERIALS FOR BIDDING AND INSTALLATION PURPOSES. 5.CONTRACTOR SHALL BUILD IRRIGATION SYSTEM WITH HEAD TO HEAD COVERAGE FOR ALL LAWN AREAS. HE-VAN AND/OR U-SERIES NOZZLES SHALL BE USED WHERE NECESSARY TO PROVIDED HEAD TO HEAD COVERAGE AND/OR TO MINIMIZE OVER SPRAY ONTO STREETS, SIDEWALKS AND/OR BUILDINGS. 6.LANDSCAPE CONTRACTOR (L.C.) SHALL PROVIDE AND INSTALL SLEEVES FOR ALL PIPES AND WIRES UNDER PAVEMENT AND SIDEWALKS. SLEEVES SHALL BE 2 SIZES LARGER THAN PIPE INSIDE. ALL WIRE SHALL BE IN SEPARATE SLEEVES (NOT SHOWN). ALL CONTROL WIRE SHALL BE INSTALLED IN SCH. 40 GREY ELECTRICAL PIPE. PLACE JUNCTION BOXES WHERE NECESSARY TO MINIMIZE LONG RUNS OR AT DIRECTIONAL CHANGES AS NECESSARY. 7.ALL SLEEVES INSTALLED SHALL BE DUCT TAPED TO PREVENT DIRT OR OTHER DEBRIS ENTERING PIPE. ALL SLEEVES SHALL BE IDENTIFIED BY WOOD OR PVC STAKES AND BE SPRAY PAINTED WITH MARKING PAINT. REMOVE STAKES ONCE IRRIGATION SYSTEM IS COMPLETE. 8.MAIN LINE SHALL BE 2". LATERAL LINES SHALL BE NO SMALLER THAN 3/4" UNLESS NOTED ON PLAN. PIPES SHALL CARRY NO MORE THAN THE FOLLOWING: 1/2" MAX. 4 GPM, 3/4" PIPE MAX. 8GPM, 1" PIPE MAX. 13GPM, 1-1/4" PIPE MAX. 23GPM, 1-1/2" PIPE MAX. 30GPM, 2" PIPE MAX. 50 GPM. ADJUST LOCATION OF MAINLINE AND LATERAL LINES AS NECESSARY IN ORDER TO AVOID PLACING BOULDERS, TREES AND SHRUBS DIRECTLY OVER MAINLINE AND LATERAL LINES. 9.MAIN LINES SHALL BE 18" DEEP MIN. AND LATERAL LINES 12" DEEP MIN. NO ROCK GREATER THAN 3/4" DIAMETER SHALL BE ALLOWED IN TRENCHES. 10.PLACE PIPES, VALVE BOXES AND ALL OTHER SPRINKLER CONSTRUCTION IN LANDSCAPE AREAS. ALL PIPES SHALL BE ON PROPERTY OF OWNER. MODIFY LOCATION OF VALVE BOXES AS NECESSARY IN ORDER TO AVOID TREES AND SHRUBS PER PLANTING PLAN. DO NOT LOCATE VALVE BOXES IN LAWN AREAS IF POSSIBLE. 11.OWNER SHALL VISUALLY INSPECT ALL TRENCHES PRIOR TO BACKFILLING. CONTRACTOR SHALL GIVE OWNER A MIN. 72 HR. NOTICE BEFORE INSPECTION IS TO BE MADE. CONTRACTOR SHALL PRESSURE TEST MAINLINE AT 150 PSI FOR 2 HRS. FOR LEAKS PRIOR TO BACKFILLING. OWNER SHALL VERIFY TEST RESULTS. 12.ALL SPRINKLERS SHALL BE ADJUSTED ON-SITE AS NECESSARY TO AVOID ANY WATER SPRAYING ONTO STREETS, SIDEWALKS AND/OR BUILDINGS. 13.ACTUAL INSTALLATION OF IRRIGATION SYSTEM MAY VARY SOMEWHAT FROM PLANS. CONTRACTOR IS RESPONSIBLE TO MAKE NECESSARY ADJUSTMENTS TO ENSURE PROPER COVERAGE OF ALL LANDSCAPED AREAS AND TO ENSURE NO OVER OR UNDER WATERING OCCURS. UPDATE AS-BUILT DRAWING AS NEEDED. 14.LANDSCAPE CONTRACTOR SHALL MATCH PRECIPITATION RATES AS MUCH AS POSSIBLE FOR ALL LANDSCAPED AREAS. 15.INSTALL ALL HEADS 2" AWAY FROM ALL WALKS AND WALLS. VALVE BOXES SHALL BE INSTALLED SQUARED TO AND 6" MIN. AWAY FROM WALKS AND WALLS OR CURBING 16.DRIP LINES SHALL BE FLEXIBLE AR PVC TUBING BY GPH. FOR DRIP AREAS REQUIRING 0-4 GPM USE 1/2" TUBING. FOR DRIP AREAS REQUIRING 4-8GPM USE 3/4" TUBING AND FOR DRIP AREAS REQUIRING 8-13 GPM USE 1" TUBING. CONTRACTOR TO VERIFY PLANT QUANTITIES ON EACH DRIP LINE AND SIZE PIPE ACCORDINGLY. 17.CONTRACTOR TO INSTALL NETAFIM ON-SURFACE DRIP LINE FOR TREES AS SHOWN IN THE DETAILS. MODIFY DRIP ZONES AS NECESSARY TO PROVIDE ADEQUATE COVERAGE TO ALL LANDSCAPED AREAS. 18.POWER TO CONTROLLER TO BE PROVIDED BY ELECTRICAL CONTRACTOR. OWNER TO SPECIFY EXACT LOCATION OF CONTROLLER. CONTROLLER TO BE MOUNTED IN WEATHERPROOF LOCKING WALL MOUNTED OR PEDESTAL CABINET PER MANUFACTURERS INSTRUCTIONS. LANDSCAPE CONTRACTOR SHALL ENSURE THE CONTROLLER IS GROUNDED PER LOCAL CODE AND PER MANUFACTURER SPEC. 19.IF THE STATIC PRESSURE AT THE POINT OF CONNECTION EXCEEDS 110 PSI, INSTALL A BRASS PRESSURE REDUCER PER MANUFACTURER SPECS AND ADJUST PRESSURE AS REQUIRED FOR NORMAL OPERATION OF THE IRRIGATION SYSTEM. 20.THE IRRIGATION SYSTEM SHALL BE CONNECTED TO A WELL ON-SITE. THE MAX. FLOW RATE FOR THE WELL SHALL BE 35 GPM. THE WELL PUMP SHALL BE CAPABLE OF PUMPING 35 GPM AT 80 PSI AND WILL NEED TO MAINTAIN A MIN OF 45PSI AT FURTHEST ROTOR HEAD FROM THE POINT OF CONNECTION. IF THE PRESSURE AT FURTHEST ROTOR HEAD FALLS BELOW 45PSI, A BOOSTER PUMP OR LARGER HORSE POWER WELL PUMP WILL BE NEEDED. IF A BACKFLOW PREVENTOR IS REQUIRED BY BOZEMAN CITY, THEN THE PRESSURE COMING OUT OF THE WELL HEAD WILL NEED TO BE AT LEAST 95-100 PSI. THE CONTRACTOR SHALL CONFIRM WITH BOZEMAN CITY IF A BACKFLOW PREVENTOR IS REQUIRED OR NOT (PRIOR TO BEGINNING CONSTRUCTION). 21.THE CONTRACTOR SHALL TEST THE WATER AT THE WELL TO DETERMINE IF A FILTER IS REQUIRED OR NOT FOR THE IRRIGATION SYSTEM TO OPERATE AS DESIGNED. IF A FILTER IS NEEDED, THE CONTRACTOR SHALL PROVIDE A COST TO THE OWNER TO PURCHASE AND INSTALL A FILTER THAT IS CAPABLE OF FILTERING THE WATER PER RAINBIRD, GPH AND NETAFIM SPECS FOR THE SPECIFIED EQUIPMENT CALLED OUT IN THE PLANS. 22.ALL HEADS SHALL BE WATER CONSERVING WITH PRESSURE REGULATION. 23.INSTALL THE PRS-D OPTION FOR SPRAY VALVES IF THE STATIC PRESSURE AT SPRAY HEADS EXCEEDS 70 PSI. INSTALL PRS-D FOR ROTOR ZONES IF THE STATIC PRESSURE EXCEEDS 75 PSI. 24.WELL HEAD AND EQUIPMENT SHALL BE PLACED INSIDE AN APPROPRIATE SIZED INSULATED ENCLOSURE. 25.IF BACKFLOW OR FIXTURES ASSEMBLIES ARE USED THEY SHALL ALSO BE PLACED INSIDE AN APPROPRIATE SIZED INSULATED ENCLOSURE. 26.BY USING ONLY ONE POINT OF CONNECTION, THE WATER WINDOW TO IRRIGATE ALL LAWN AREAS WILL BE APPROX. 12 HRS PER DAY 5 DAYS PER WEEK. IF THE CITY OR THE OWNER/DEVELOPER WANT A SHORTER WATER WINDOW, THEN THE IRRIGATION SYSTEM WILL NEED TO BE RAN MORE THAN 5 TIMES PER WEEK OR A SECOND WELL/POINT OF CONNECTION WILL BE NECESSARY. THE CONTRACTOR SHALL CONSULT WITH THE OWNER/DEVELOPER ON-SITE TO DISCUSS THIS PRIOR TO BEGINNING CONSTRUCTION. SCALE: 0 1"=20'-0" ON 24X36 SHEET 20'20'40'60' TH I S D R A W I N G I S T H E I N T E L L E C T U A L P R O P E R T Y O F I N - S I T E D E S I G N G R O U P . D O N O T C O P Y O R R E P R O D U C E I N A N Y W A Y W I T H O U T T H E E X P R E S S W R I T T E N P E R M I S S I O N O F I N - S I T E D E S I G N G R O U P . C O P Y R I G H T © 2 0 0 6 ar c h i t e c t s @ i n - s i t e d e s i g n g r o u p . c o m 17 N o r t h 4 7 0 W e s t A m e r i c a n F o r k , U t a h 8 4 0 0 3 80 1 . 7 5 6 . 5 0 4 3 w w w . i n - s i t e d e s i g n g r o u p . c o m CI T Y S U B M I T T A L S E T TS E TA O T N F O M CETIHCRA EPACSD N A L D E S N E C I L T Co r y B . Wh i t i n g # 1 0 6 2 9 A N A 05 - 1 4 - 2 0 -- - - BO Z E M A N - M O N T A N A NE X U S P O I N T - P H A S E 1 PL A N IR R I G A T I O N LS2.3 19-110 5-14-20 1-30-20 06-19-19 CBW JES SE E S H E E T L S 2 . 3 SE E S H E E T L S 2 . 2 1 1 1 1 1