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HomeMy WebLinkAboutPlans - Irrigation Plan - 10/29/2025SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP A B D E HYD HYD HYD HYD VAN VAN (2)UA PR O S P E C T R I D G E D R I V E TRA C T E TIM N A T H R E S E R V O I R I N L E T C A N A L TRACT E RUDOLPH FARM POND 1 RUDOLPH FARM RAIN GARDEN 1 LOT 2 1.46 AC. BUI L D I N G 5 BUIL D I N G 6 BUILDING 1 BU I L D I N G 4 BU I L D I N G 3 BUIL D I N G 2 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER MP STRIP PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POPUP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LCS=IVORY LEFT STRIP, SS=BROWN SIDE STRIP, RCS=COPPER RIGHT STRIP. 25 40 HUNTER MP1000 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. 23 40 HUNTER MP2000 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 4 40 HUNTER MP3500 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED PURPLE CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. 2 40 HUNTER MP800SR PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) 219 40 HUNTER MP815 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON AND GRAY ADJ ARC 90 TO 210, L=LIGHT BLUE AND GRAY 210 TO 270 ARC, O=OLIVE AND GRAY 360 ARC. 33 40 HUNTER MP820 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 9 40 RAIN BIRD RWS-M-B-C-P W/ RWS-SOCK 1400 SERIES MINI ROOT WATERING SYSTEM WITH 4IN. DIAMETER X 18IN. LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE AND RAIN BIRD 1401 0.25 GPM OR 1402 0.5 GPM BUBBLER AS INDICATED. WITH CHECK VALVE, PURPLE GRATE, AND SAND SOCK FOR SANDY SOIL. 288 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-100-PRB-R WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. PURPLE CAP DESIGNATES FOR RECLAIMED WATER, NON-POTABLE USE. 1IN. PESBR VALVE AND 1IN. PRESSURE REGULATING 40PSI BASKET FILTER. 5-20 GPM. 24 RAIN BIRD MDCFPCAP DRIPLINE FLUSH VALVE PURPLE CAP IN COMPRESSION FITTING COUPLER. FOR NON-POTABLE WATER USE. 24 RAIN BIRD OPERIND DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6IN. FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED TO A MINIMUM OF 20PSI. INCLUDES 16IN. OF 1/4IN. DISTRIBUTION TUBING WITH CONNECTION FITTING PRE-INSTALLED. 26 AREA TO RECEIVE DRIP EMITTERS RAIN BIRD XBCV-PC SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW RATES OF 05PC 0.5 GPH=BLUE, 10PC 1.0 GPH=BLACK, AND 20PC 2.0 GPH=RED. COMES WITH A SELF-PIERCING BARB INLET X BARB OUTLET. WITH CHECK VALVE. 35,220 SF Emitter Notes: 05PC emitters (2 assigned to each 1 GAL plant)2,156 10PC emitters (2 assigned to each 5 GAL plant)2,436 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESB-R 1IN., 1-1/2IN., AND 2IN. DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, AND PURPLE FLOW CONTROL HANDLE. 14 RAIN BIRD 44-LRC 1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. 1 FEBCO 825Y 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER 1 RAIN BIRD ESPLXIVM-LXMMSS 60 STATION, 2-WIRE CONTROLLER W/ SMART VALVE TECHNOLOGY. (1) ESPLXIVM 60-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE. INSTALLED IN LXMMSS STAINLESS STEEL WALL-MOUNTED CABINET. SYSTEM REQUIREMENTS: RAIN BIRD LXIVM-XXX INTEGRATED VALVE MODULES & 2-WIRE DEVICES. USE PAIGE ELECTRIC CABLE P7072D & RAIN BIRD WC20 DRY SPLICES ONLY. GROUND SYSTEM W/ (X) LXIVMSD SURGE DEVICE IN RAIN BIRD ROUND VALVE BOXES. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 1 RAIN BIRD LXIVMSD SURGE DEVICE PROVIDES NECESSARY PROTECTION ON THE ESPLXIVM(P) CONTROLLER, 2 WIRE PATH. INSTALL (1) LXIVMSD EVERY 500FT OR 15 FIELD DEVICES (WHICHEVER IS SMALLER). 4 RAIN BIRD LXIVMSEN (2) SENSOR DEVICE INTERFACES W/ FLOW OR WEATHER SENSOR AND ESP-LX-IVM(P) CONTROLLER. FLOW SENSOR CAN BE INSTALLED ANYWHERE ON THE 2-WIRE PATH. 1 RAIN BIRD LXIVMSOL (3) INTEGRATED VALVE MODULE (DC LATCHING SOLENOID AND DECODER IN ONE) INTERFACES WITH ESPLXIVM(P) CONTROLLER AND VALVES/MASTER VALVES. COMPATIBLE WITH RAIN BIRD COMMERCIAL VALVES ONLY (PEB, PESB, PGA, EFB-CP). 39 RAIN BIRD WR2-RFS WIRELESS RAIN/FREEZE SENSOR. 1 RAIN BIRD FS-100-B 1IN. FLOW SENSOR, BRASS MODEL. SUGGESTED OPERATING RANGE 2.0 GPM TO 40.0 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. INSTALL IN RAIN BIRD VALVE BOX. 1 WATER METER 1-1/2"1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21-NP PURPLE, NON-POTABLE PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. 13,744 LF IRRIGATION MAINLINE: PVC SCHEDULE 40-NP PURPLE, NON-POTABLE PIPE 2,683 LF PIPE SLEEVE: PVC SCHEDULE 40-NP PURPLE, NON-POTABLE PIPE 1,764 LF LCS RCSSS 1000 2000 3500 800 A 800 F 815 820 1401 1402 F IN BF C SD SEN SOL RF FS M #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 10.5 157.8 48.2 65.1 0.95 in/h 2 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 3.69 163.4 38.4 54.8 0.3 in/h 3 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 6.73 169.5 40.9 57.4 0.75 in/h 4 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 6.5 338.7 41.1 57.9 1.29 in/h 5 RAIN BIRD PESB-R 1"TURF ROTARY 3.9 343.8 41.7 58.2 0.38 in/h 6 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 9 390.6 46.6 63.9 0.89 in/h 7 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 7.04 395.0 45.8 62.7 0.42 in/h 8 RAIN BIRD PESB-R 1"TURF ROTARY 10.89 422.1 43.2 61.1 1.16 in/h 9 RAIN BIRD PESB-R 1"TURF ROTARY 16.29 469.4 43.4 64.0 1.06 in/h 10 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 4.77 477.4 38.9 55.6 0.75 in/h 11 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 6 483.7 39.8 56.8 0.89 in/h 12 RAIN BIRD PESB-R 1"TURF ROTARY 10.26 489.5 42.1 60.2 1.08 in/h 13 RAIN BIRD PESB-R 1"TURF ROTARY 11.75 546.0 43.8 63.0 0.87 in/h 14 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 6.36 661.0 41.0 58.5 0.34 in/h 15 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 7 666.6 41.2 59.0 0.91 in/h 16 RAIN BIRD PESB-R 1"TURF ROTARY 11.71 674.2 42.5 62.8 1.19 in/h 17 RAIN BIRD PESB-R 1"TURF ROTARY 16.22 680.2 44.3 68.3 1.0 in/h 18 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 3.88 740.1 38.3 55.1 0.75 in/h 19 RAIN BIRD PESB-R 1"TURF ROTARY 10.52 746.0 42.2 62.2 1.16 in/h 20 RAIN BIRD PESB-R 1"TURF ROTARY 9.42 921.6 42.5 62.6 0.4 in/h 21 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 8.5 1,029 42.3 62.4 0.94 in/h 22 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 1.55 1,284 38.1 54.6 0.29 in/h 23 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 7.88 1,290 41.6 61.8 0.52 in/h 24 RAIN BIRD PESB-R 1"TURF ROTARY 2.86 1,297 41.6 58.5 0.51 in/h 25 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 3 1,404 38.5 55.4 1.33 in/h 26 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 5.97 1,290 39.9 58.4 0.7 in/h 27 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 4 1,133 38.6 55.8 1.16 in/h 28 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 4.12 1,128 38.3 55.6 0.46 in/h 29 RAIN BIRD PESB-R 1"TURF ROTARY 9.98 1,101 42.7 64.0 0.44 in/h 30 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 5.37 963.5 39.0 56.6 0.68 in/h 31 RAIN BIRD PESB-R 1"TURF ROTARY 11.82 956.5 43.7 65.8 0.53 in/h 32 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 4 865.7 38.9 55.8 1.4 in/h 33 RAIN BIRD PESB-R 1"TURF ROTARY 9.14 782.9 42.9 61.5 0.52 in/h 34 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 6.99 732.6 41.3 58.8 0.66 in/h 35 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 5 585.5 38.5 55.3 1.1 in/h 36 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 1.72 448.0 38.2 54.5 0.29 in/h 37 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 10 443.2 45.1 62.3 0.92 in/h 38 RAIN BIRD PESB-R 1"TURF ROTARY 11.03 437.4 43.3 60.7 0.21 in/h Common Wire 2,683 VALVE SCHEDULE CRITICAL ANALYSIS Generated:2025-10-29 08:56 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1-1/2" Flow Available 40.32 GPM PRESSURE AVAILABLE Static Pressure at POC:75 PSI Elevation Change:5.00 ft Service Line Size:1 1/2" Length of Service Line:20 ft Pressure Available:69 PSI DESIGN ANALYSIS Maximum Station Flow:16.29 GPM Flow Available at POC:40.32 GPM Residual Flow Available:24.02 GPM Critical Station:17 Design Pressure:40 PSI Friction Loss:1.64 PSI Fittings Loss:0.16 PSI Elevation Loss:0 PSI Loss through Valve:2.48 PSI Pressure Req. at Critical Station:44.3 PSI Loss for Fittings:0.66 PSI Loss for Main Line:6.63 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:12.3 PSI Loss for Master Valve:3.9 PSI Loss for Water Meter:0.54 PSI Critical Station Pressure at POC:68.3 PSI Pressure Available:69 PSI Residual Pressure Available:0.68 PSI TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S . T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY IR1.0 NORTH OV E R A L L I R R I G A T I O N P L A N EIWS ECL EIWS SHEET IR1.1 SHEET IR1.2 10/29/2025 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G UD E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP A B D W W HYD HYD W W F F S S W W S W F (2)UA PR O S P E C T R I D G E D R I V E TRA C T E TIM N A T H R E S E R V O I R I N L E T C A N A L BUILDING 1 BU I L D I N G 4 BU I L D I N G 3 BUIL D I N G 2 M BF MV FS 3 4" 112" 112" 3 4" 1" 1" 1" 3 4" 3 4" 3 4"1" 3 4" 3 4" 3 4" 1" 112" 3 4" 3 4" 112" 3 4" 3 4" 112" 1" 1"3 4" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 3 4"3 4" 3 4" 3 4"3 4" 1" 10.51 1" 3.692 1" 6.733 1" 3.95 1" 96 1" 7.047 1" 611 1" 4.7710 1" 16.39 1" 810.9 1" 11.813 1" 432 1" 9.1433 1" 3 4" 361.72 1" 3710 1" 3811.0 1" C RF SD SD SEN SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL 346.99 1"SOL SOL SOL SOL SOL IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN F F F F F F F F F F F 1" 1" 1" 10.312 1" 112" SOL SOL 3 4" 1" 1" 3 4" 1" 1" 1" 1" 6.54 1" 3 4" 3 4" 355 1" SOL SOL F F VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S . T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTH IR R I G A T I O N P L A N - N O R T H EIWS ECL EIWS SHEET IR1.2 SHEET IR1.1 10/29/2025 MATCHLINE; SEE SHEET IR1.2 IR1.1 SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD E E E E E E E E E E E E E E E E E E E E E E E E E E NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP HYD HYD HYD W W W F F F S S S W W W S W F VAN VAN T T T PR O S P E C T R I D G E D R I V E TRACT E RUDOLPH FARM POND 1 RUDOLPH FARM RAIN GARDEN 1 LOT 2 1.46 AC. BUI L D I N G 5 BUIL D I N G 6 BUILDING 1 BU I L D I N G 4 BU I L D I N G 4 MAINLINE AND VALVES SHOWN FOR CLARITY. MAINLINE AN VALVES TO BE INSTALLED IN GREEN SPACE 6" FROM B.O.C. (TYP.) 3 4" 4" 112" 1" 1" 3 4" 112"1" 1" 3 4" 3 4" 1" 1" 3 4" 1" 3 4" 1" 3 4" 3 4" 1"3 4" 3 4" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 11.813 1" 6.3614 1" 715 1" 11.716 1" 16.217 1" 3.8818 1"112" 3 4" 112" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 9.4220 1" 8.521 1" 221.55 1" 237.88 1" 242.86 1" 265.97 1" 299.98 1" 305.37 1" 432 1" 3 4" SD SD SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL IN IN IN IN IN IN IN IN IN IN IN IN F F F F F F F F F 3 4" 3 4" 274 1" 284.12 1"SOL SOL 1" 112" 10.312 1" 3111.8 1" 1" 10.519 1" 1" 112" SOL SOL SOL F F 1" 3 4" IN MAINLINE AND VALVES SHOWN FOR CLARITY. MAINLINE AN VALVES TO BE INSTALLED IN GREEN SPACE 6" FROM B.O.C. (TYP.) REMOTE CONTROL VALVE (TYP.) DRIP ZONE VALVE KIT (TYP.) ROOT WATERING SYSTEM (TYP.) TURF ROTARY (TYP.) AREA FOR DRIP EMITTERS (TYP.) DRIP INDICATOR (TYP.) LATERAL LINE (TYP.) MAIN LINE (TYP.) PIPE SLEEVE (TYP.) 1" 3 4" 1" 1" 1" 253 1"SOL F T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S . T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTHNORTH IR R I G A T I O N P L A N - S O U T H EIWS ECL EIWS 10/29/2025 MATCHLINE; SEE SHEET IR1.1 SHEET IR1.2 SHEET IR1.1 IR1.2 TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S . T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY IR R I G A T I O N N O T E S EIWS ECL EIWS CITY OF FORT COLLINS IRRIGATION NOTES: 1.ANY FIELD ADJUSTMENT OR REDESIGN OF THIS IRRIGATION SYSTEM MUST CONFORM TO THE CITY OF FORT COLLINS IRRIGATION STANDARDS IN THE LAND USE CODE 3.2.1(J)(3). 2.CONTRACTOR INSTALLING THE SYSTEM MUST PROVIDE FCU AND THE OWNER WITH “AS-BUILT” DRAWINGS AFTER INSTALLATION IS COMPLETE, INCLUDING UPDATED CHARTS WITH EXISTING FIELD CONDITIONS. 3.CONTRACTOR TO VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. 4.COORDINATE UTILITY LOCATES (“CALL BEFORE YOU DIG”) OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 5.DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER’S REPRESENTATIVE. 6.ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 7.TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS AND ARCHITECTURAL FEATURES. 8.USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 9.PROVIDE TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES AND TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT AND REPAIR OF SPRINKLERS 10.SELECT NOZZLES FOR SPRAYHEADS AND ROTORS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 11.INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 12.IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 13.INSTALL A MINIMUM OF TWO (2) APPROPRIATELY SIZED CONTROL WIRES AND ONE (1) COMMON WIRE FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES IN CASE OF CONTROL WIRE FAILURE. CAP END OF WIRES WITH WATER-PROOF WIRE CONNECTOR. WIRE TERMINATIONS MUST BE LOCATED IN A VALVE BOX. IN ADDITION, COIL THREE (3) FEET OF WIRE IN VALVE BOX. 14.WITHIN SIX (6) WEEKS OF THE INSTALLATION OF NEW LANDSCAPING, THE IRRIGATION SYSTEM INSTALLER SHALL RESET THE SMART CONTROLLERS TO THE NORMAL SEASONAL WATERING SCHEDULE. GENERAL IRRIGATION NOTES: 1.CONTRACTOR TO CONTACT FCU WHEN IRRIGATION CONSTRUCTION BEGINS. 2.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION SYSTEM IN PLACE THROUGHOUT CONSTRUCTION. IF EXISTING IRRIGATION SPRAY HEADS, BUBBLERS, DRIP LINE, OR ANY OTHER IRRIGATION EQUIPMENT ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT AND MUST ENSURE THE SYSTEM IS FULLY FUNCTIONAL AT THE END OF CONSTRUCTION. 3.CONTRACTOR IS RESPONSIBLE FOR LOCATING THE IRRIGATION METER, BACKFLOW, AND ALL OTHER APPURTENANCES AND CONNECTING PROPOSED IRRIGATION SYSTEM EQUIPMENT APPROPRIATELY. CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 4.FOR ALL PROPOSED LANDSCAPE BEDS, CONTRACTOR TO INSTALL RAIN BIRD PC-1032 DRIP EMITTERS. TWO (2) EMITTERS PER ONE (1) 5 GALLON SHRUB AND ONE (1) EMITTER PER ONE (1) 1 GALLON ORNAMENTAL GRASS. DRIP EMITTERS AND LATERALS TO BE INSTALLED PER MANUFACTURER GUIDELINES. 5.FOR ALL PROPOSED DRIP EMITTER ZONES, CONTRACTOR TO INSTALL RAIN BIRD XCZ-100-PRB-COM WIDE FLOW DRIP ZONE VALVE KIT. VALVE KIT TO BE INSTALLED PER MANUFACTURER GUIDELINES. EACH VALVE TO RECEIVE ONE (1) RAIN BIRD DRIP SYSTEM OPERATION INDICATOR AND FLUSH VALVE. 6.ALL LATERALS TO BE PVC SCHEDULE 40. 7.THERE ARE NO PROPOSED AREAS OF SOD REQUIRING ADDITIONAL SPRAY HEADS. SHOULD THE CONTRACTOR NEED TO REPLACE EXISTING SPRAY HEADS DUE TO CONSTRUCTION DAMAGE, ALL REPLACED SPRINKLER HEAD BODIES EQUIPPED WITH SPRAY HEAD NOZZLES SHALL OPERATE AT NO LESS THAN TWENTY (20) PSI AND NO MORE THAN THIRTY (30) PSI. 8.CONTRACTOR TO INSTALL SLEEVING MATERIAL BENEATH SIDEWALKS, DRIVES, AND STREETS AND SHALL BE PVC CLASS 200 PIPE WITH SOLVENT WELDED JOINTS. 10/29/2025 IR2.0 GENERAL IRRIGATION SPECIFICATIONS AND NOTES 1.THE SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 2.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 3.ALL CONSTRUCTION SHALL CONFORM TO TOWN, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 4.VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY. 5.CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE. REFER TO CRITICAL ANALYSIS FOR ASSUMED STATIC PRESSURE. 6.CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 7.IRRIGATION DESIGN IS SCHEMATIC ONLY. FULL AND COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE OWNER'S REPRESENTATIVE. 8.CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION. 9.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 10.IRRIGATION CONTRACTOR TO COORDINATE POWER SUPPLY TO ELECTRIC CONTROLLERS WITH ELECTRICAL CONTRACTOR. 11.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION. 12.IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 13.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS, AS SPECIFIED. 12.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 13.SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER. 14.INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15.CONTRACTOR TO COORDINATE LOCATION OF ALL METERS AND BACKFLOW ASSEMBLIES WITH PROJECT OWNER. 16.THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. 17.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 18.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL. 19.ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SLEEVES AS NOTED. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 20.SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE. OPEN CUT IS NOT AN OPTION. 21.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM DESIGNATION. 22.THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE. 23.ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN VALVE BOXES. 24.ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED ON PLAN. SEE LATERAL PIPE SIZING REQUIREMENTS. 25.LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO PAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB. 26.IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE. 27.ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND DRIP INDICATOR. 28.IRRIGATION CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS. THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS. OUTDOOR USE) 29.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 30.LOCATE THE AUTOMATIC RAIN / FREEZE SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY TREES, ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE SPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFF-SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR WITHIN CLOSE PROXIMITY TO THE IRRIGATION CONTROLLER. 31.CONTRACTOR SHALL PERFORM HYDRO-TESTING OF MAIN LINES. HYDRO-TESTING TO BE PERFORMED AS LISTED: THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. PRIOR TO BACKFILLING, CONTRACTOR SHALL FILL PIPING WITH WATER, IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, TAKING CARE TO PURGE THE AIR FROM IT. A SMALL, HIGH PRESSURE PUMP OR OTHER MEANS OF MAINTAINING A CONTINUOUS WATER SUPPLY SHALL BE CONNECTED TO THE PIPING AND SET SO AS TO MAINTAIN 125 PSI FOR TWO (2) HOURS WITHOUT INTERRUPTION. CONTRACTOR SHALL MAKE ANY NECESSARY CORRECTIONS AND RETEST THE SYSTEM UNTIL THE OWNER'S REPRESENTATIVE IS SATISFIED THAT THE SYSTEM IS REASONABLY SOUND. 32.ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. 33.ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 1 4" ELECTRICAL CONDUIT. 34.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 35.ALL UNIMPROVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR. 36.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. WALL NOTES: 1. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. IRRIGATION CONTROLLER: CONTROLLER IN CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES IRRIGATION CONTROLLER - WALL MOUNT ELEVATION NTS 2 IR2.0 RAIN SENSOR - WIRELESS SECTION NTS WR2WIRELESS SENSOR 3 IR2.0 MASTER CONTROL VALVE SECTION NTS BRICK SUPPORTS, (1 EACH SIDE - 2 TOTAL). SCHEDULE 60 NIPPLES, VALVE INLET SIZE (TYP.) MASTER CONTROL VALVE AS SPECIFIED. TURF PVC MAIN LINE. 1 2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. PVC CONDUIT FOR CONTROLLER WIRES. SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURF. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. NDS RECTANGULAR BOX WITH 6" EXTENSIONS AS REQUIRED. 12 " M I N . BE L O W G R A D E 18 " M I N . B E L O W G R A D E . 4 IR2.0 BACKFLOW PREVENTER SECTION NTS REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED GALVANIZED NIPPLES AND ELBOW AS REQUIRED GALVANIZED UNIONS AT EACH SIDE GALVANIZED RISERS GALVANIZED ELBOW AND NIPPLE, TYPICAL EA. SIDE PVC COUPLER AND SCHEDULE 80 TOE NIPPLE, TYPICAL EACH SIDE MAIN LINE, SIZE AS PER PLANS CONCRETE THRUST BLOCKS, 90LBS OF CONCRETE EACH (TYP) SERVICE SIDE HE I G H T A S PE R L O C A L CO D E FINISHED GRADE FLOW BACKFLOW ENCLOSURE IR2.0 5 NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. FIVE PIPE DIAMETERS 18 " M I N I M U M B E L O W G R A D E . 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES, OVER BRICK SUPPORTS, ONE EACH SIDE (TWO PER BOX). AT BOTTOM OF EACH BOX: 30" LOOPED WIRES. SCH 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS, ON MASTER CONTROL VALVE AS SPECIFIED. SENSOR TERMINAL BOARD REDUCER AS REQUIRED. TEN PIPE DIAMETERS PVC MAIN LINE FROM BACKFLOW DEVICE. FLOW SENSOR CABLE TO CONTROLLER NDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED. FINISHED GRADE. FLOW SENSOR AS SPECIFIED. SCHEDULE 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES. MASTER CONTROL VALVE / FLOW SENSOR ASSEMBLY SECTION NTSIR2.0 6 TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S . T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY IR R I G A T I O N D E T A I L S EIWS ECL EIWS 10/29/2025 IR2.1 TYPICAL QUICK COUPLER SECTION NTS NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. FINISHED GRADE/ TOP OF MULCH QUICK-COUPLING VALVE VALVE BOX WITH COVER PVC SCH 80 NIPPLE 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 EACH CORNER) SUPPORT PVC SCH 80 NIPPLE PVC SCH 40 SWEEP ELL PVC SCH 40 SWEEP ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE PVC SCH 40 ELL STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1 IR2.1 TYPICAL THRUST BLOCK SECTION NTS INSTALLATION NOTES: 1.ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE TYPICAL TRENCHING DETAILS. 2 IR2.1 10' 12" MIN 18" MIN 18" MIN 12" MIN ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. 120 VOLT IN CONDUIT WIRING MAIN SUPPLY LATERAL MAIN SUPPLY, LATERAL, AND WIRING MAINLINE WIRING LATERAL METAL DETECTABLE MARKING TAPE TYPICAL TRENCHING SECTION NTS ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. 12" MIN12" MIN 3 IR2.1 TYPICAL SLEEVING SECTION NTS 4 IR2.1 TWO-WIRE CONTROL VALVE SECTION NTS 2-WIRE CABLE ID TAG: RAIN BIRD VID SERIES RAIN BIRD PEB/PESB/PESB-R WITH IVM VALVE BOX WITH COVER: WATERPROOF CONNECTION RAIN BIRD WC20 (TWO REQUIRED) PVC SCH 40 ELL FINISH GRADE/TOP OF MULCH PVC SCH 80 NIPPLE (CLOSE) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL 2 3 4 5 6 7 8 9 10 12131415 BRICK (1 OF 4) 1 2 3 5 6 4 7 8 10 9 11 12 13 14 15 11 16 LENGTH, HIDDEN) AND16 30-INCH LENGTH OF REMOTE CONTROL VALVE: RAIN BIRD VB-STD SCH 80 NIPPLE (2-INCH SCH 40 ELL PVC SCH 40 MALE ADAPTER 3-INCH MINIMUM DEPTH OF PVC LATERAL PIPE 3/4-INCH WASHED GRAVEL 1 5 IR2.1 DRIP ZONE VALVE KIT - 0-15 GPM SECTION NTS WATERPROOF SPLICE CONNECTION: RAIN BIRD WC20 (TWO REQUIRED) RAIN BIRD DRIP KIT: XCZ-100-PRB-COM WITH IVM-SOL VALVE BOX WITH COVER: RAIN BIRD VB-STD FINISH GRADE OR TOP OF MULCH BRICK (1 OF 4) PVC PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE 1" PVC SCH 80 ELBOW PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 80 ELBOW PVC SCH 80 TEE OR ELBOW PVC SCH 40 MALE ADAPTER TWO-WIRE CABLE BETWEEN DEVICES (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR CONTROLLER) 1 2 3 5 6 4 7 8 10 9 11 12 13 6 IR2.1 GROUNDING ROD 1" = 1'-0" 8'-0" TO 12'-0" NOTES: 1.ALL GROUNDING REQUIREMENTS FOR CONTROLLERS SHALL CONFORM TO LOCAL ELECTRIC CODES. 2.GROUNDING ROD SHALL NOT BE LOCATED IN THE SAME TRENCH AS IRRIGATION MAINLINES OR LATERAL LINES. 3.VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL THICK PLASTIC AND SECURED TO THE VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE. 4.INSTALL GROUNDING ROD PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 1 2 4 5 67 24 " M I N I M U M WI R E D E P T H 8' - 0 " 3 FINISH GRADE1 PAVEMENT2 THREE (3) 4" x 8" BRICKS3 5/8" x 8'-0" COPPER GROUNDING ROD 4 GROUNDING ROD CLAMP5 #6 AWG BARE COPPER WIRE6 1/2" PVC ELECTRICAL CONDUIT AND SWEEP FOR EARTH GROUND 7 7 196-395-003-24 1 1/2" = 1'-0" DRIP FLUSH VALVE 10" DIAMETER VALVE BOX. COIL 24" TO 30" OF DRIP TUBING IN THE BOX. 3 4" PVC BALL VALVE WITH SHORT NIPPLE. 12" DRIP TUBING. 2" SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 4" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 12" DRIP TUBING TO 3 4" FPT ADAPTER. 196-395-003-25 8 LATERAL PIPE TYPICAL SPRAY / ROTAR HEAD SECTION NTS 12 " M I N 6" CLEAR NOZZLESFINISHED GRADE/TOP OF MULCH 1/2" FLEX PIPE, LENGTH AS NEEDED SCH 40 SWEEP ELBOW LATERAL TEE POP-UP SPRAY SPRINKLER ON RISER AS SPECIFIED PER IRRIGATION SCHEDULE 9 IR2.1 FINISH GRADE/TOP OF MULCH ROOT WATERING SYSTEM: RAIN BIRD RWS SWING ASSEMBLY (INCLUDED) 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL PVC OR POLYETHYLENE LATERAL PIPE OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) PLANT ROOT BALL NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-B-1401: 0.25 GPM (0,95 L/M) RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS-B-1402: 0.5 GPM (1,9 L/M) RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. ROOT WATERING SYSTEM NTS 196-395-003-28 10 IR2.1 6" TYP. MULTI-OUTLET EMITTER IN ACCESS BOX TYP. ONE OUTLET PER EACH SHRUB OR GROUNDCOVER, TYP. CENTER OF SHRUB OR GROUNDCOVER NOTES: 1.LENGTH OF DISTRIBUTION TUBING SHALL NOT EXCEED 12'-0". REFER TO LOCAL JURISDICTIONAL REQUIREMENTS; MAXIMUM ALLOWABLE LENGTH MAY BE LESS. 2.LAYOUT DISTRIBUTION TUBING AS SHOWN AND LOCATE DISCHARGE POINT 2" ABOVE FINISHED GRADE. SCH. 40 PVC LATERAL AND FITTINGS 6" TYP. MULTI-OUTLET DRIP EMITTER LAYOUT 1" = 1" 196-395-003-30 11 IR2.1