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PZ - Irrigation Plan 22-2292 1 2 3 4 5 6 7 8 9 10 GI '��, STACK ROCK LAN ARCHITSCAPE ECTURE LOCATE PROPOSED PRESSURIZED 10" ROUND RIGID PLASTIC VALVE BOX I 1 /J IRRIGATION MAINLINE WITHIN LOT &MASTER PLANNING FINISH GRADE 12 GAUGE(BLUE)CONTINUOUS I \ BOUNDARIES LOCATOR WIRE / (208) 345-0500 Z P005 �`�� 404 S 8th St. #154 10" PVC PIPE 160 PSI MIN. EXTEND 4" Lu — THREADED CAP PIPE T ABOVE D Boise, ID 83702 BELOW WATER LINE. O w FOR ACCESS GRADE MIN. A BUCKNER BRASS ANGLE VALVE. SIZE CO / StackRockGroup.com Q Q \ PER IRRIGATION PLAN \ WILLET C HOWARD, PLA 2' LONG BRASS NIPPLE. \ BRASS REDUCING TEE PLACED ON IT'S \ � OFFICE: (208)345.0500 EMAIL: 36"MIN. \ ��` WILL@STACKROCKGROUP.COM SIDE WITH 4' BRASS CROSS HANDLE r ` www.STACKROCKGROUP.COM GATE VALVE. ROUTE PROPOSED 1.5" P.I. STUB INTO LOTS WITH GENERAL ON SITE, I I \ \ \ IBM"P, EXTEND OUT OF 10" PIPE A F.G. " F•G• 4 PIPE I ADD VALVES AS NECESSARY THREADED SCH. 80 NIPP TO MINIMUM OF 6". I I THE GRAPHICS AND DESIGNS TO BACKFLOW DEVICEooll ON THIS SHEET ARE I 4" \ DELIVERABLES THAT REMAIN I \ \ /,q AT ALL TIMES PROPERTY OF COMPACTED _ STACK ROCK GROUP, INC. BACKFILL TO 90% � EOL VENT WELD SCH.40 90 DEG LL. I I \ \ \ \ � \ /� ' `,� REPRODUCTION OR REUSE OF - _ PROCTOR.WATER SETTLE AND LET WATER SERVICE LINE PROVIDED CONTINUOUS Z I I \ \ I THIS PRODUCT CONTAINED — LOCATOR WIRE Z \ SIT FOR 48 HOURS ��\���\ /�\/�j \ j\� BY OTHERS.VERIFY SIZE ON SITE. M I I \ /�i — HERE OUT THE WRITTEN BEFORE \���� ��\ RESTORING. CURB STOP SADDLE-SIZE VALVE-SIZE � I I \ � I I \\ \ � CONSENT OF STACK ROCK � �� \ G R O U P I N C 4" DEPTH CRUSHED 4" PER PLAN PER PLAN I I GI WASHED GRAVEL. 2" I I I I i I I I ©2022 STACK BELOW ALL FITTINGS. p j� I I 1 1 I l ROCK GROUP, INC. I 1 w COMPACTED T X8" MASONRY BRICK OVER SUBGRADE COMPACTED BASE. 3 TOTAL. I I I 11 1 1 I I I I I I Seals PRELIMINARY ILL CAST IRON SADDLE WITH STAINLESS STEEL STRAP AS POLY-SIZE I 1 1 ROUTE PROPOSED 1.5" P.I. STUB SPECIFIED.VERIFY SIZE ON SITE. PER PLAN 1 1 INTO LOTS WITH GENERAL ON SITE. I i 1 I I 1 I 1 1 OF 1 I 1 ADD VALVES AS NECESSARY NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, INSPECTIONS,AND FEES. 2. NOTCH 10" PVC"' MIN. LARGER THAN ALL PIPES ENTERING AND LEAVING SLEEVE.AT NO TIME BRASS NIP. MALE ADAPTER I I I i 1 I 1 I III p SHALL 10" PIPE TOUCH WATERLINE OR SERVICE LINE TO BACKFLOW. rT PRESSURIZED POINT OF CONNECTION POC - WITH CURB STOP VALVE 1 I I POC4 I l J I w 0 s�o LA-2 6 33 / <,q2.22E 328409.73-03 6" = 1'-0" 328406.33-03 NDSCAP I I / Z a Q NOT FOR CONSTRUCTION I W v w � I W W LIJ I I W u LLJ S i W W L= ''A Zs O I W W Y 7 O I W W L IRRIGATION SCHEDULE ss,A I W W w PRESSURIZED IRRIGATION NOTES: I W W (_n SYMBOL MANUFACTURER/MODEL/DESCRIPTION I DETAIL 1. ALL DUCTILE IRON FITTINGS TO BE INSTALLED WITH JOINT Leemco LMV-66BB RESTRAINTS AS WELL AS THRUST BLOCKS AT ANGLE JOINTS PER — — — — — — — — — — — — — — — I 5y — — — — — — — — — I i ` LMV-BB Series Mainline Gate Valve. The Bell x Bell version provides 4"DETAILS. ss a I W W w in-line isolation where the location is not near a mainline ductile iron 2 7/L251 I W ' Q 2. ALL PIPE FITTINGS LOCATED INSIDE OF SLEEVES TO RECEIVE fitting. JOINT RESTRAINTS PER DETAILS. — — — — — — — — — — — — — — — — — — — — — I y '4 W Air Relief Valve 3. ALL SLEEVES UNDER ROADWAYS TO BE C-900 PVC PIPE I c� ° w O Air relief valve per detail 2 9/1_251 4. ALL SLEEVES LOCATED UNDER SIDEWALKS TO BE PVC CLASS 200 I I 5. ALL MAINLINE TO BE INSTALLED WITH APPROVED 2 WIRE. U) Drain Valve 2 8/L251 U)6. ALL 2-WIRE SPLICES TO BE DONE BY LANDSCAPE CONTRACTOR I Drain valve per detail AT VALVE LOCATIONS. NO SPLICES TO BE BURIED OR LOCATED IN I U) NON APPROVED LOCATION. I 4 ��++��� Q Harco Fitting to Pipe Restraint 7. TRACER WIRE TO BE BURIED WITH MAINLINE PER DETAILS. I I I Ductile Iron pipe restraints for PVC pipe, with machined grip rings and 5 4/L251 i ` restraint rods, bolts and nuts of low alloy steel. Tee, ell, and bends of 45. .5" P.I. STUB w ROUTE PROPOSED 1 22.5, and 11.25, as mfg by Harrington Corp., ph 434-845-7094. u ° a INTO LOTS WITH GENERAL ON SITE. Point of Connection 1 1/2" POC I � ADD VALVES AS NECESSARY I� I Connect to 1.5"pressurized irrigation stub in approximate location.Verify 1 1/L -250 ^ exact location with general on site. `° POC3 Point of Connection 1 1/2" I �/ I i �c W Connect to 1.5"pressurized irrigation stub in approximate location. Verify 1 1/1-250 4"SS "ss exact location with general on site. POC4 Point of Connection 1 1/2" I POC3 w ridConnect to 1.5"pressurized irrigation stub in approximate location. Verify 1 1/1-250 I ) I W u exact location with general on site. I O T i _t Q o Uj o ; W P005 Point of Connection 1 1/2" I _ Connect to 1.5"pressurized irrigation stub in approximate location. Verify 1 1/L250 Q Z exact location with general on site. Point of Connection 1" I I LU I i Q LL I ,,. LOCATE PROPOSED PRESSURIZED U Prid 2 Connect to 1" pressurized irrigation stub in approximate location.Verify 1 1/1-250 I I IRRIGATION MAINLINE WITHIN LOT O exact location with general on site. Q I I I BOUNDARIES I = 20 4" m � Irrigation Mainline: PVC Class 200 SDR 21 668.5 I.f. 1/L251 I I Z I I I I a I Pipe Sleeve: PVC Class 200 SDR 21 41.8 I.f. 2/L251 I 1 ROUTE PROPOSED 1.5" P.I. SITE. ADD VALVES AS NECESSARY STUB I I I I I REVISIONS MIRK DATE Description INTO LOTS WITH GENERAL ON Valve Callout NOTE: PROJECT IS DESIGNED FOR A 4" MAINLINE I _ Valve Number WITH 120 GPM &65 PSI. PROJECT HAS (4)4" HARCO I I �° I ROUTE PROPOSED 1" P.I. STUB INTO COMMON AREA WITH GENERAL ON ® I ( ** ** # #= Valve Flow DUCTILE IRON ELBOW 90 DEGREE&(1)4" HARCO I 8"SLEEVE I SITE.ADD VALVES AS NECESSARY „ DUCTILE IRON TEE L — — — - — — — — — — — — — — — — — — — — — — — — — — — — — I # Valve Size POC I i POC2 cL] 4 4„ — —— 4„ JOB NO: 22-2922 co I PUMP HOUSE- PUMP SYSTEM BY MUNRO PUMPS-REFER TO DATE: 10.21.2022 U) MUNRO SPEC SHEET FOR DETAILS. COORDINATE POWER DRAWN BY: JB/MW WITH GENERAL CONTRACTOR ON SITE.ALL ELECTRICAL 1 CHECKED BY: JB WORK TO BE DONE BY A LICENSED ELECTRICIAN TYP. ROUTE PROPOSED PRESSURIZED IRRIGATION ° MAINLINE AROUND HARDSCAPES, SLEEVE& DRAWING TITLE ADD VALVES AS NECESSARY 'GI 3F —36 PRESSURIZED IRRIGATION PLAN w w w Of SHEET NUMBER U 0 20 40 60 feet a_ D 0 0-1 L250 y NORTH SCALE: 1" = 20' 0 WEST PRODUCER DRIVE o- I Y U Q H co 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 NOTE: SLEEVES MUST BE 2X THE PIPE SIZE TYP. O TYPICAL DUCTILE IRON FINISH GRADE NOTE: SIZES VARY PER PLAN GRIP RING AT PIPE. 1 2 O TYPICAL DUCTILE IRON n n FITTING WITH RESTRAINT a R OO V p LUGS. FITTINGS SHALL WIDTH VARIES 2 HAVE DEEP BELL LANDSCAPE PUSH-ON FINISH GRADE - — — — _ GASKETS. JOINTS WITHARCHITECTURE&MASTER PLANNING O TYPICAL IPS PVC PIP PREPARED FOR FITTING AS -0500 PER NOTES AND MFG 404 S 8th St. #154 DIRECTIONS. \\Illx\�\\�\ Boise, ID 83702 / SOLID ONE PIECE 3 SPIGOT END OF REDUCER StackRockGroup.com NATIVE SOIL BACKFILL /\/\/\/\/\/\/\ NOTE: RESTRAIN ALL PIPE O \\//\\//\\//\\//\\//\\//\\/ o_ TEE-HEAD AND STEM PADLOCK WING FOR JOINTS WITHIN 20FT WITH INSERTING INOT THE BELL 7 COMPACT TO 95% / / / / / / w IN JOINT. "LOCK" WILLET C HOWARD, PLA ROCK FREE BACKFILL COMPACTION /\\\\j\\j\\ \ \j\\\ COLOSED POSITION PIPE TO PIPE RESTRAINT. REDUCER TO MAIN FITTING. OFFICE: (208)R3o4.05500 EMAIL: C900 PRESSURIZED Z www.STACKROCKGROU P.COM 90DEGBEND 45, 22-1/2, 11-1/4BEND iv IRRIGATION MAIN LINE \/\/\/\/\/\/\/ g \ SLEEVE // // // // // // // i io FEMALE IRON\ \\ \\ \\ \\ \\ \\ Ur 1 PIPE THREAD 5 REDUCED PIPE AS THE GRAPHICS AND DESIGNS NA co// // // / PRESSURIZED \\ \\ \\ \\ \\ \\ \\ "o REQUIRED. ON THIS SHEET A R E IRRIGATION MAIN LINE /�\ \/�\/�\//\//.\//.\ 1. REVIEW THE MANUFACTURER DELIVERABLES THAT REMAIN LOCATOR TAPE 6" Z w AT ALL TIMES PROPERTY OF PIPE PREPARTION DIRECTIONS FOR ABOVE P.I. BACKFILL WITH 100% CLEAN FILL. z I-_ CUTTING THE PIPE, CLEANING, STACK ROCK GROUP, INC. 6"OF SAND OR FINE SOIL MECHANICALLY COMPACT TO 95% MARKING, LUBRICATING,AND BEDDING COMPACTION.ALLOW 48 HOURS TO ALIGNING AND FITTING. REPRODUCTION OR REUSE OF SETTLE,AND COMPACT WITH NATIVE SOIL. 1 3 1 2. INSERT THE BEVELED SPIGOT THIS PRODUCT CONTAINED PIPE INTO THE FITTING. HERE IN IS PROHIBITED PRESSURIZED MAINLINE FEMALE IRON 3. ASSEMBLE GRIP RING ON PIPE WITHOUT THE WRITTEN TAPE LOCATOR WIRE TO PIPE THREAD 2 2 5 LENGTH AND TIGHTEN CLAMP BOLTS PER CONSENT OF STACK ROCK MAINLINE @ 10'O.C. 6" MIN. BEDDING MFG DIRECTIONS. G R O U P I N C NOTE: RESTRAIN ALL PIPE 3 4 4. SLIDE I-BOLTS THROUGHT SLOTS 6" MIN. 6"MIN. JOINTS WITHIN 20FT WITH IN GRIP RINGS AND AROUND ©2022 STACK NOTE: PIPE TO PIPE RESTRAINT. SPECS.FITTING LUGS,TIGHTEN TO MFG ROCK GROUP, INC. GLUE ALL PIPE&FITTINGS PER MANUFACTURE REQUIREMENTS TEE RESTRAINT L- Seals PRELIMINARY P.I. - TRENCH SECTION DETAIL 2 P.I. C900 SLEEVE AT ROAD 3 FORD CURB STOP VALVE 4 HARCO FITTING TO PIPE JOINT RESTRAINT SYSTEM of �o 3" 328409.76-23 1 1/2"= V-0" 328409.76-24 1"= 1" 328406.33-04 N.T.S. 328409.76-25 C'l 6 O 4 NOTES: v TYPICAL DUCTILE IRON GRIP RING AT PIPE. SEE WWW.HARCOFITTINGS.COM FOR PRODUCT SIZE, PART 1 NUMBER, WT AND TECHNICAL SPECIFICATIONS. O F TYPICAL DUCTILE IRON FITTING WITH REFER TO PLANS FOR PIPE SIZES. J� LA-16733 G� RESTRAINT LUGS. FITTINGS SHALL HAVE LOOP TRACER WIRE METER BARREL:20"x36" METER VAULT O 22.22 P� 3 DEEP BELL PUSH-ON JOINTS WITH = = FROM MAIN LINE PIPE TO W/SMOOTH INTERIOR. METER BARREL �gNDSCAPE 3 GASKETS. I—III DRAIN AND BACK ALONG RING: D&L 22"x42" NO HOLE. METER LID FINISHED GRADE DRAIN LINE PIPE TO THE iv CAST IRON W/"IRRIGATION"CAST ON NOT FOR CONSTRUCTION VALVE TO PIPE RESTRAINT, I II STYLE B 4) TYPICAL IPS PVC PIPE, PREPARED FOR _ MAIN LINE PIPE LID FORD IRON LID WA3L(OR EQUAL) 2", 2-1/2" PT#82XX25 SERIES FITTING AS PER NOTES AND MFG =I I II 10" ROUND VALVE BOX F.G. F.G. 3"-8", PT#82XX26 SERIES DIRECTIONS. w VALVE TO PIPE RESTRAINT O PUSH-ONDUCTILE RON PE FOR USON VALVE,E WITH IPS PVC —I -III_ FILTER FABRIC BARRIER APPROVED METAL OR FORD BRASS 2 PIPE,WITH RESTRAINING RINGS. I—III IRRIGATION MAIN1/ PLASTIC TAG WITH z -III—III 4 I I= "NON-POTABLE"WATER DO I 3 © TYPICAL RESTRAINT BOLT ATTACHED TO Z _ BALL VALVE NOT DRINK IS REQUIRED. O EACH GRIP RING. I I I I I CONNECT TO VALVE BOX 1 N 6" DEEP PEA GRAVEL SUMP WITH EYE BOLT&WIRE TAG I VALVE TO FITTING TO PIPE I I 10"ADS, LENGTH AS REQUIRED ---- 3 RESTRAINT, STYLE A I I— LEEMCO BELL X BELL SELF-RESTRAINED, SADDLE TEE 2 CUBIC YARDS MIN. 2" = 2", 2-1/2", PT#82XX21 SERIES i=I IE3RESILIENT WEDGE GATE VALVE WASHED DRAIN ROCK Q 3"-8", PT#82XX22 SERIES -III— VALVE TO FITTING TO PIPE RESTRAINT , =III BRASS STREEL m -III—I I PRESSURIZED MAINLINE ? l II—I 2 -I I II III BRASS NIPPLE 0• 4 1. HARCO FITTINGS JOINT RESTRAINTS, PH I I U) 3 (434)845-7094. REVIEW THE MANUFACTURER PIPE PREPARTION W 3 DIRECTIONS FOR CUTTING THE PIPE, CLEANING, MARKING, LUBRICATING, AND ALIGNING AND FITTING. NOTES: INSTALL MAINLINE DRAINS A REQUIRED AT ALL LOW POINTS TO PROVIDE COMPLETED DRAINAGE WINTER SHUT DOWN OF IRRIGATION SYSTEM. DRAIN PIPE&FITTING SIZES SHALL USE BEST MANAGEMENT 1 VALVE TO FITTING RESTRAING PRACTICES (BMP), PREFERRED SIZES INCLUDE 1-1/2"&2" DRAINS.***ALL PRODUCTS AS LISTED OR 3"-8", PT#82XX20 SERIES APPROVED SUBSTITUTIONS— VALVE TO FITTING RESTRAINT W HARCO VALVE TO PIPE/FITTING RESTRAINT SYSTEM DUCTILE IRON PIPE TO PIPE JOINT RESTRAINT LMV-BB P.I. GATE VALVE - PLANTER PRESSURIZED IRRIGATION DRAIN VALVE X 5 6 7 8 D O N.T.S. 328409.76-26 N.T.S. 328409.76-27 NTS 328406.33-02 3/4"= 1'-0" 328406.12-01 Q W o 1 1 1 - METER BARREL: 20"x36" METER VAULT W/SMOOTH INTERIOR Q z IRRIGATION SCHEDULE METER BARREL RING: D&L 22"x42" NO HOLE METER LID: CAST 0 IRON W/"IRRIGATION"CAST ON LID FORD IRON LID WA3L(OR ° a U SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL EQUAL) a ° O 10� Leemco LMV-66BB v \ a LU LMV-BB Series Mainline Gate Valve.The Bell x Bell version provides WATERMAN AV150C AIR RELEASE w in-line isolation where the location is not near a mainline ductile iron 2 7/1-251 VALVE (OR EQUAL) NO MORE THAN fitting. 12" BELOW GRADE-6" MIN BELOW LID Air Relief Valve iv REVISIONS O per detail 2 9/L251 2" BRASS GATE VALVE FACING AWAY Air relief valve p FROM RELEASE 45 DEG. ELBOW TEE 90 DEG. ELBOW MRK DATE Description Drain Valve 0 2 8/L251 F.G. F.G. ** ** PLAN VIEWS #Drain valve per detail I I=III=III=III =III=III=III- Harco Fitting to Pipe Restraint —III—III—III—III III—III—III—_I I 2 2 Ductile Iron pipe restraints for PVC pipe,with machined grip rings and E I—III—III—III— III—III—III—I restraint rods, bolts and nuts of low alloy steel. Tee, ell, and bends of 45. 5 4/1-251 I I—� I—III—III III=III=I I 22.5, and 11.25, as mfg by Harrington Corp., ph 434-845-7094. _ _ _ _ Point of Connection 1 1/2" I—III— Q III—III— PIOC Connect to 1.5" pressurized irrigation stub in approximate location.Verify 1 1/L250 I I—III III=I APPROVED METAL OR PLASTIC TAG BOXUTIL exact location with general on site. III I I I III WITH "NON-POTABLE"WATER DO TF POC3 m Point of Connection 1 1/2" _ _ NOT DRINK IS REQUIRED. CONNECT I I— III=I� Connect to 1.5" pressurized irrigation stub in approximate location.Verify 1 1/L250 TO VALVE BOX WITH EYE BOLT&-III I I JOB NO: 22-2922 exact location with general on site. — WIRE TIE a a DATE: 10.21.2022 POC4 Point of Connection 1 1/2" DRAWN BY: JB/MW I� Connect to 1.5" pressurized irrigation stub in approximate location.Verify 1 1/L250 TRENCH BACKFILL 2" GALVANIZED IRON PIPE RISER CHECKED BY: JB exact location with general on site. e e _ Point of Connection 1 1/2" LOOP TRACER WIRE FROM MAIN LINE ° P005 d.Connect to 1.5" pressurized irrigation stub in approximate location.Verify 1 1/L250 _ PIPE TO VENT&BACK ALONG RISER DRAWING TITLE g Y IRRIGATION MAIN _ _ END OF LINE CAPPED LINE exact location with general on site. III= _ I LINE PIPE TO THE MAIN LINE PIPE SECTION VIEWS Point of Connection 1" —III—III—III III—III—III— POc2 I=i Connect to 1"pressurized irrigation stub in approximate location.Verify 1 1/L250 PRESSURIZED exact location with general on site. 2"SADDLE TEE O POURED IN-PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL IRRIGATION Irrigation Mainline: PVC Class 200 SDR 21 668.5 I.f. 1/1_251 O FINISHED GRADE w ***ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS*** DETAILS U) w Q — _ _ _ _ _ _ Pipe Sleeve: PVC Class 200SDR21 41.81.f. 2/L251 ui PRESSURIZED IRRIGATION AIR RELEASE VALVE THRUST BLOCKING } Valve Callout NOTE: PROJECT IS DESIGNED FOR A 4" MAINLINE 9 10 Valve Number WITH 120 GPM &65 PSI. PROJECT HAS (4)4" HARCO N.T.S. 328406.12-02 3/4"= 1'-0" SHEET NUMBER U FX-I R-FX-AUXEQ-11 D # #= Valve Flow DUCTILE IRON ELBOW 90 DEGREE&(1)4" HARCO 0-1 DUCTILE IRON TEE O c� F, Valve Size L251 U O Y U Q H co 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 7GI 77����� `�'� STACK ROCK anoUp LANDSCAPE ARCHITECTURE II /cJ & MASTER PLANNING (208) 345-0500 404 S 8th St.#154 ��. Boise, ID 83702 /J StackRockGroup.com WILLET C HOWARD, PLA OFFICE: (208)345.0500 EMAIL: r\ WILL@STACKROCKGROUP.COM www.STACKROCKGROUP.COM I \� THE GRAPHICS AND DESIGNS ON THIS SHEET ARE I DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP, INC. REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED HERE IN IS PROHIBITED \ WITHOUT THE WRITTEN \ \ CONSENT OF STACK ROCK \ G R O U P I N C GI ©2022 STACK I ROCK GROUP, INC. ffi IL I I I I I I I I d� c� Seals PRELIMINARY OF I I w IRRIGATION SCHEDULE I I I I �- y ° SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL I I I I I 1 Hunter MP Corner PROS-04-PRS40-CV O Turf Rotator,4" pop-up with factory installed check valve, pressure I I I I I ° ° 167/L201 LA-2 regulated to 40 psi, MP Rotator nozzle. T=Turquoise adj arc 45-105 on Q FO2: Gam\ RZ PRS40 body. I 1 ( p I I 1 0 gNDSCAP Hunter MP Strip PROS-04-PRS40-CV Turf Rotator,4" pop-up with factory installed check valve, pressure I 1 — Z ©�® regulated to 40 psi, MP Rotator nozzle on PRS40 body. LST=Ivory left 7 7/1-201 I I 1= T Q NOT FOR CONSTRUCTION LST SST RST strip, SST=Brown side strip, RST=Copper right strip. I _ I- M � Hunter MP1000 PROS-04-PRS40-CV I I i- — M W W Turf� Rotator,4" pop-up with check valve, pressure regulated to 40 psi,M 13 7/L201 1 W P Rotator nozzle on PRS40 body. M=Maroon adj arc 90 to 210, I , M L=Light Blue 210 to 270 arc, O=Olive 360 arc. M Hunter MP2000 PROS-04-PRS40-CV I of I Turf Rotator,4" pop-up with factory installed check valve, pressure I I K °r 0 O regulated to 40 psi, MP Rotator nozzle on PRS40 body. K=Black adj arc 9 7/L201 I 90-210, G=Green adj arc 210-270, R=Red 360 arc. w 1_ SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL Hunter ICZ-101-25 I i_ K a 1_ Drip Control Zone Kit. 1" ICV Globe Valve with 1" HY100 filter system. 1 8/L201 L — — — — — — — — — — — — — — — — — I 55 — — — — — — — — — i" K Pressure Regulation: 25psi. Flow Range: 2 GPM to 20 GPM. 150 mesh ss stainless steel screen. _ _ _ _ _ _ _ _ 7t7 - - - - - - - - - - - - - - - - - � K m AFV-B Hunter Flush Valve 1 — ° Hunter automatic flush valve with 17mm barb connection 1 10/L201 r M w Area to Receive Dripline Hunt CRITICAL ANALYSIS Hunter HDL-06-18-CV I � M M HDL-06-18-CV: Hunter Dripline w/0.6 GPH emitters at 18"O.C. Check 9/ f 049 I. . L201 valve, dark brown tubing with gray striping. Dripline laterals spaced at 2, Generated: 2022-10-25 13:22 I I 1_ S 18"apart,with emitters offset for triangular pattern. Install with Hunter 3 7 2 1- HB 1"= S PLD barbed or PLD-LOC fittings. P.O.C. NUMBER: 01 11 Water Source Information: Connect to 1" pressurized 1" w SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL 1- LJ irrigation stub in approximate location.Verify exact location with I 1_ S Q Hunter PGV-100A 1" Plastic Electric Remote Control Valve,for Residential/Light 1 6/L201 general on site. I u) - 1 i_ S Commercial Use. Female NPT Inlet/Outlet. Angle Configuration, No FLOW AVAILABLE S Point of Connection Size: 1" \ ° Flow Control. 1 Matco-Norca 207TM Flow Available 25.99 GPM ( I 4"Ss "ss Uj HB 1/2"-3/4"Brass No Kink Hose Bibb. MIP Fitting. Same size as mainline 2 4/1-201 / I i S pipe. PRESSURE AVAILABLE H- I i S a wL J X Hunter XC-400 Static Pressure at POC: 65 PSI I O I I I I I M © 0 M 4 Station Controller, Residential Use. Plastic Cabinet, Outdoor,with 3 1 11/L Pressure Available: 65 PSI 201 I _ , i 2 Independent Programs. 120 VAC. U `° , I i d Q DESIGN ANALYSIS Hunter Solar-Sync Maximum Station Flow: 15.59 GPM I ' Solar, rain freeze sensor with outdoor interface, connects to Hunter PCC, 1 12/L201 Flow Available at POC: 25.99 GPM I W IJ 1.1° K Q Z Pro-C, and I-Core Controllers, install as noted. Includes 10 year lithium Residual Flow Available: 10.4 GPM I I LL i= 1 Q battery and rubber module cover, and gutter mount bracket. Wired. } 1_ W 0 C� Filtration Critical Station: 2 i I Q I i O 1%2"Amiad filter in approximate location,verify on site. Install with Design Pressure: 30 PSI = I LLI K m ❑F 1.5"-2.5" PVC sch. 80 ball valve upstream. Install filter and ball valve in 1 5/L201 Friction Loss: 1.69 PSI I Z A K seperate valve box Fittings Loss: 0.17 PSI Elevation Loss: 0 PSI POC2 Point of Connection 1" I 1 Connect to 1"pressurized irrigation stub in approximate location. Verify 1 1/L201 Loss through Valve: 20.86 PSI 1 M p g pp y I I I I 1 M I a REVISIONS exact location with general on site. Pressure Req. at Critical Station: 52.72 PSI i_ W Loss for Fittings: 0.22 PSI i I u I MIRK DATE Description Loss for Main Line: 2.21 PSI I 1= Irrigation Lateral Line: PVC Class 200 SDR 21 620.1 I.f. 2/1-201 Loss for POC to Valve Elevation: 0 PSI I M M I A ** ** Loss for Backflow: 0 PSI LOCATE 1" P.I. STUB IN APPROXIMATE HB Critical Station Pressure at POC: 55.15 PSI I LOCATION WITH GENERAL ON SITE. F T — Irrigation Mainline: PVC Class 200 SDR 21 99.4 I.f. 2/1-201 Pressure Available: 65 PSI L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1„ Residual Pressure Available: 9.85 PSI I -P062 Valve Callout w Valve Number G G C # # Valve Flow $" Valve Size S LOCATE CONTROLLER& ACCESSORIES ON PUMP HOUSE EXTERIOR WITH GENERAL ON SITE. JOB NO: 22-2922 DATE: 10.21.2022 DRAWN BY: JB/MW 1 CHECKED BY: JB Ll DRAWING TITLE I 36"G1-36"G, IRRIGATION PLAN w co W SHEET NUMBER U 0 20 40 60 feet 0 L200Y NORTH SCALE: 1" = 20' WEST PRODUCER DRIVE I 0 Y U Q H 1 12 3 14 5 6 17 8 1 9 1 10 1 2 3 4 5 6 7 8 9 10 10" ROUND RIGID PLASTIC VALVE BOX FINISH GRADE FINISH GRADE �i/\i/\i/\i/\i/ //\i/\i/\i/\i/\ S T A C KROCK 2 10" PVC PIPE 160 PSI MIN. EXTEND 4" \/\/\/\/\/ /\/\/\/\/\� WIDTH VARIES D D BELOW WATER LINE. /j\/�\�\\/�\\/� �\/�\/�\/�\/ / CGnoMp BUCKNER BRASS ANGLE VALVE. SIZE //\\//\\//\\//\ \\//\\//\\//\\�`\ FINISH GRADE PER IRRIGATION PLAN / ARCHITECTURE 2" LONG BRASS NIPPLE. & MASTER PLANNING BRASS REDUCING TEE PLACED ON IT'S /\\/\\/ /\\/\\/\\� III— \\ \\ \\ \\ \\ \\ \\ I I 36" MIN. /\ \ \ \ \ \ -III-III // // // // // // // / SIDE WITH 4" BRASS CROSS HANDLE //\//\// /\//\//`/ —I I -III \\ \\ \\ \\ \\ \\ \\ GATE VALVE. q /\\/\ \\/\\/� o // // / //\� /\\/\\/\\/\\/\\/\\/\\ (208) 345-0500 EXTEND OUT OF 1THREADED SCH. 80" PIPP PE AO \\//\ \\/\\ ROCK FREE BACKFILL NATIVE SOIL BACKFILL //%/%/%/%/%/%/% v 10" DIAMETER VALVE BOX. 1"ABOVE GRADE AT SHRUBS. 404 S 8t D 837024 MINIMUM OF 6". %\ / COMPACT TO 95% COMPACTION \\//\\//\\//\\//\\//\\//\\/ FLUSH TO GRADE AT TURF. StaBkRockGroup.com / / \/\/\/\/\/\/\ u SPECIFIED. OSE BIB B AS TO BACKFLOW DEVICE / �� \ \\ \\ \\ \\ \\ \\ wJ // //////////////// FINISHED GRADE. U \\ \ \\ \\ \\ \\ \\ cn iv WILLET C HOWARD, PLA PVC MAIN LINE OFFICE: (208)345.0500 EMAIL: COMPACTED SOLVENT WELD SCH.40 90 DEG \\\\\\\\ Ld WILL@STACKROCKGROUP.COM BACKFILL TO 90% ELL. \ \ \//\ \ \ \� (n -III—III III www.STACKROCKGROUP.COM PROCTOR.WATER \\/\\/\\/\\/\\/\\/\\/ Q LATERAL LINE / / / / / / SETTLE AND LET \ ,ter\ WATER SERVICE LINE PROVIDED /\\\�\j�\j�\j�\j�\j�\j � GALVANIZED RISER SIT FOR 48 HOURS //\//\/ //\/ \//\//� BY OTHERS.VERIFY SIZE ON SITE. /�\ `\//\/�\/�\/��/�� AND ELBOW, HOSE FOUR COMMON BRICKS THE GRAPHICS AND DESIGNS BEFORE \/\/ ��\ \�\ z L� BIB INLET SIZE. I AS SUPPORT UNDER RESTORING. \\�\ 2"OF SAND OR FINE SOIL ALL BACKFILL WITH 100% CLEAN FILL. BOX ON THIS SHEET A R E AROUND PIPES. MECHANICALLY COMPACT TO 95% X DELIVERABLES THAT REMAIN COMPACTION.ALLOW 48 HOURS TO AT ALL TIMES PROPERTY OF 4" DEPTH CRUSHED 4"WASHED GRAVEL. 2" SETTLE,AND COMPACT WITH NATIVE SOIL. STACK ROCK GROUP, INC. - BELOW ALL FITTINGS. A< a a REPRODUCTION OR REUSE OF 1/2"WIRE CLOTH GOPHER THIS PRODUCT CONTAINED COMPACTED 3"X8" MASONRY BRICK OVER G SCREEN, WRAP UP SIDES. HERE IN IS PROHIBITED SUBGRADE COMPACTED BASE. 3 TOTAL. MAINLINE 4" MIN. BEDDING WITHOUT THE WRITTEN TAPE CONTROLLER WIRE TO I CONSENT OF STACK ROCK CAST IRON SADDLE WITH STAINLESS STEEL STRAP AS MAINLINE @ 10'o.c.. 4" MIN. 4" MIN. MAIN LINE. G R O U P I INC SPECIFIED.VERIFY SIZE ON SITE. 60 LB. CONCRETE TORQUE NOTES: PVC MALE ADAPTER. BLOCK. ©2022 STACK 1. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, INSPECTIONS,AND FEES. NOTE: ROCK GROUP, INC. 2. NOTCH 10" PVC 2" MIN. LARGER THAN ALL PIPES ENTERING AND LEAVING SLEEVE.AT NO TIME GLUE ALL PIPE &FITTINGS PER SHALL 10" PIPE TOUCH WATERLINE OR SERVICE LINE TO BACKFLOW. MANUFACTURE REQUIREMENTS LL 1 PRESSURIZED POINT OF CONNECTION 2 TRENCH SECTION DETAIL 3 SLEEVE AT ROAD 4 NO KINK HOSE BIB VALVE IN BOX Seals PRELIMINARY �E 32 8409.73-03 3"= 1'-0" 32 8409.76-21 1 1/2"= V-0" 32 8409.76-22 1 1/2"= V-0" 32 8406.46-07 �.`P OF In -1 U 5 6 7 8 9 10 1O FINISH GRADE 2 s LA-16733 1 2O 1"GALVANIZED ELBOW FO 22 22 PSG gSA � _ O3 CONCRETE BLOCK c v d ND CP 2 I I=III= I I II I I I I I� 4O MAINLINE _ _ _ _ _ NOT FOR CONSTRUCTION -III-III-III-I III-III-II I_—III— III—III- O5 1"GALVANIZED NIPPLE 18-24"COILED WIRE uj -I I I=I I I—I I I— —I I I=I III=III III= 11 © 1"GALVANIZED UNION Q -I I�—I II II—I I III—III-I _ _ � ��I-I��-I I I I;III=III w -I 1 (- WATERPROOF CONNECTORS (2) I I-III-I I - (D JUMBO VALVE BOX I I—III I I I= O7 1 IN SUPER FILTER I - 3 =III= 1-37/8„ I=I I 12 8 1" BRONZE BALVE 'I-III, -IIIO w O FINISH GRADE z _ REMOTE CONTROL VALVE m 2 O I- III-I I O9 RECTANGULAR VALVE BOX MODEL PGV-XXXA D TURF POP UP HEAD. I- I III- 2 1 TO CURB OR WALK. O DRIP ZONE KIT NDS PRO-S 17"X30"X18" g 2' MARLEX STREET ELL. I w w MODEL ICZ-101-XX WITH (!, III I I I O J a , III-I I . O FINISHED GRADE Z BARB ELL X MIPT. 5 4 3 FILTER(TIP 45 DEGREES) z I I I= 10 LANDSCAPE - REGULATOR 25 OR 40 PSI 4 I=III= Neid13 11 OOF 1"GALVANIZED PIPE STANDARD VALVE BOX 2' MARLEX > =III=III I • STREET ELL. 6 O CONNECWATERPTORS (2) 7 Q III= III=III- 12 LANDSCAPE FABRIC SCH 80 T.O.E. NIPPLE(2) 5 13 3/4"CRUSHED GRAVEL O _ O SUMP BOX BRICK SUPPORTS (4) 18-24"COILED WIRE NATIVE SOIL k © SCH 80 T.O.E. NIPPLE J� III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- 14 7 MAIN LINE PIPE&FITTINGS I-III=III=III=III=III=III=III=III-III-III-III-III-III-III-III-III-III==_ � 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III===III=I 3/4" MINUS WASHED GRAVEL U) -III=III=III=III=III=I I I=I I I=III=III=I I I=I I I=I I I=I I I=I I I=I I I==III=III; ® BRICK SUPPORTS (4) W_ _ _ _ _ _ _ _ _ _ _ PVC TEE(SXSXT)OR -I I I-III—III—III—III—III—III—III—III—III—III—III—III—III=III=III=III I ,I I MAIN LINE PIPE&FITTINGS ELL. 2" POLYETHYLENE FLEXIBLE 6 8 O 3/4" MINUS WASHED GRAVEL I, (III I ,III-III—I I �—III—III=1 I I=1 I I=1 I I=1 �=III—III=III-III1,III I I— LATERAL LINE. TUBING LENGTH AS REQUIRED. 18" LONG MAX. 9 V J W 1 " PLASTIC FILTER BELOW GRADE PGV ANGLE VALVE TURF SPRAY FLEX ASSEMBLY HUNTER ICZ DRIP CONTROL ZONE X 5 1 1/2" = V-0" FX-I R-AM I-F I LT-02 1"= 1'-0" 32 8406.13-08 3"= 1'-0" 32 8403.13-04 1 1/2"= 1'-0" 32 8413.76-31 D 0 Q W 0 Q - - -- -- LEGEND: V SET CONTROLLER 60"ABOVE 1.) HUNTER DRIPLINE (HDL) PER PLAN FINISHED GRADE UNLESS MODEL:WIRELESS SOLAR SYNC SENSOR. 4 MODEL: SOLAR SYNC MODULE MOUNT OM LLI 2.)ECO-INDICATOR ON SWING ARM OTHERWISE NOTED. O MOUNT UP TO 800' FROM RECEIVER O LESS THAN U AWAY FROM CONTROLLER W 2 SUITABLE POST, POLE, OR GUTTER MOUNT. 3.) PDL OR PDL-LOC FITTINGS TYP. CONTROLLER AS SPECIFIED. — O HUNTER PRO-C CONTROLLER �•� •� SECURELY BOLT CONTROLLER MOUNT IN LOCATION WHERE SENSOR CAN REVISIONS 3 TO WALL. INSTALL BACKUP RECEIVE FULL SUN, IS OPEN TO RAINFALL © VALVE CONTROL WIRE CONDUIT 4.)AIR RELIEF VALVE IN VALVE BOX AND OUT OF SPRINKLER SPRAY PATTERN MIRK DATE Description 4 BATTERIES AS REQUIRED. FINISHED GRADE 10" ROUND VALVE BOX GROUND AS PER MFG. � ** ** 9 = 0 5.) HDL TUBING EXHAUST HEADER O WIRELESS SOLAR SYNC RECEIVER \ ' ' POWER SOURCE SPECIFICATIONS. MOUNTED ON THE WALL NEXT TO THE - 6.)FLUSH POINT(PLD-BV) IN SUBTERRANEAN CONTROLLER �• �• � �• 5 BOX PER PLAN U 1/2" DIAMETER RIGID 7.) HDL TUBING SUPPLY HEADER a STEEL CONDUIT FOR AS SPECIFIED 110 VAC ELECTRICAL 1 1/2" DIAMETER RIGID P TO 800'AWAY o w • 8.) DRIP CONTROL ZONE KIT PER PLAN w SOURCE. INSTALL AS STEEL CONDUIT FOR 0 PER LOCAL ELECTRICAL RCV WIRES. 9.)SITE VEGETATION - LOCATE IN CLOSE CODES. m PROXIMITY TO DRIP EMITTERS ON 18"SPACING — 5 3 4 HUNTER PLD-050 OR 7 • NOTES: AIR RELIEF VALVE(PLD-AVR) 2" FPT ADAPTER JOB NO: 22-2922 �' 9 INSTALLED INSTALLED IN VLAVE BOX AT DATE: 10.21.2022 OPTIMAL HIGHEST POINT FROM CONTROL �° 2 DRAWN BY: JB/MW 8 ZONE KIT. MULTIPLE AIR RELIEF VALVES MAY LINE FLUSHING VALVE FINISHED GRADE. ® a ®°° —J CHECKED BY: JB L�• BE NEEDED TO ACCOMMODATE DIFFERENCES -III—III- I—III-I y IN GRADE. LATERAL OR HEADER DRAWING TITLE m 6 ECO-INDICATOR TO BE INSTALLED AT OPTIMAL r° BRICK SUPPORTS (3) ro LONG SWEEP ELL. n FURTHEST POINT FROM CONTROL ZONE KIT IN TI CLEAR VIEW WHEN POPPED UP. USE PVC SCH. 40 IRRIGATION 0 ((CY 3/4 GRAVEL SUMP FLUSH POINT TO BE INSTALLED AT OPTIMAL BELOW GRADE. 7 B DETAILS FURTHEST POINT FROM CONTROL ZONE KIT TO ALLOW FOR MAXIMUM DEBRIS FLUSH INco w SYSTEM. cy- a HUNTER HDL DRIPLINE - PLANTING BED HUNTER - AUTO FLUSH VALVE WALL MOUNT CONTROLLER WIRELESS SOLAR SYNC SYSTEM 9 10 11 12 SHEET NUMBER U N.T.S. 32 8413.56-86 1 1/2"= V-0" FX-IR-HUNT-DREQ-03 1"= 1'-0" 32 8409.13-01 1"= 1'-0" 32 8409.33-03 IL D O L201 C) Y U O o' Y U Q H cn 1 2 3 14 5 6 7 8 19 10