Loading...
HomeMy WebLinkAboutL2.2 IRRIGATION PLAN- AREA TWO 021G NAB SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING o��� SE OF AID°OOOo CRITICAL ANALYSIS CRITICAL ANALYSIS CALLOUT LEGEND IRRIGATION SCHEDULE °°° � ��ITz 0*oo P.O.G. NUMBER: 03 P.O.G. NUMBER: 04 (D PROPOSED IRRIGATION PUMP STATION. SEE CIVIL PRESSURE SYMBOL MANUFACTURER/MODEL/DESCRIPTION �~ � U Water Source Information: Water Source Information: IRRIGATION PLANS FOR ADDITIONAL INFORMATION AND DETAIL. w� LA- 6536 co w Hunter PR05-04-PR530-GV-R 8' radius, 10' radius, 12' oo q/I 25oo FLOW AVAILABLE FLOW AVAILABLE 2 CONNECT TO PRESSURE IRRI6ATION SERVICE AT TH15 radius, 15' radius and 17' radius. °000 lj oo° F Floter w Av�a lablel2.06 GPM Flow Available 2eter Size: I" Point of 106 GPM on Size: 3/4 INFORMAPPROXIATION AND DETAIL.ATE LOCATION. SEE CIVIL PLANS FOR ADDITIONAL H H H H H Turf Valve, Purple recsi lulated aimed med cap. See Beta l�lth ll/L2.6Gk °Ooo0 0� 000 0 PRESSURE AVAILABLE PRESSURE AVAILABLE 2" WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL Hunter 1-20-04-SR-R 0.5, 0.75, 1.5, Z Static Pressure at POG:60 PSI Static Pressure at POG:60 PSI O CODES AS REQUIRED. ® ,��� ® Turf Rotor, 4.0" Pop-Up. Adjustable and Full Circle. Plastic o Elevation Change: 5.00 ft Pressure Available: 60 PSI Riser. Drain Check Valve. Short Radius Nozzle. With w L Service Line Size: 3/4" O INDOOR WALL MOUNT IRRIGATION CONTROLLER IN THIS Reclaimed Water Purple ID Cover. See detail 10/L2.6. w Length of Service Line: 20 ft DE516N ANALYSIS 4 APPROXIMATE LOCATION AS REQUIRED. CONNECT 120 VOLT AS Hunter P6P-04-GV-R 1.5, 2.0, 4.0, 6.0 o N ° Pressure Available: 55 PSI Maximum Station Flow: 2q.8 GPM REQUIRED. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN ® ® ® ® Turf Rotor, 4in. Pop-Up. Adjustable to Full Circle. With ;� .s N co � Flow Available at POG: 12.06 GPM APPROPRIATELY SIZED CONDUIT (2 MINIMUM). IRRIGATION Drain Check Valve, and Reclaimed Water Purple ID. See t i r D o co 0 0 M DESIGN ANALYSIS Residual Flow Available:-17.74 GPM CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH detail 10/1-2.6. CML E 5 = a CU N 3: o z Maximum Station Flow: 20.51 GPM CERTIFIED ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL 2 a E a) Q� E T .6 cc0 C7 ° w Flow Available at POG: 12.06 GPM Design Pressure: 50 PSI CONNECTIONS. IRRIGATION CONTRACTOR SHALL ENSURE ALL ° ° °o ° ° N Residual Flow Available:-8.45 GPM Friction Loss: 1.34 PSI CONTROLLER OPTIONS AND ZONES ARE FULLY OPERATIONAL Netafim LVGZ58010075-HF m (0 ° ° 0 C U.� 0 Pre-Assembled Control Zone Kit, with lin. Series 80 Control w N.2 r o 2 00 N ° Fittings Loss: 0.13 PSI AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE _ ° Q ° ° o �; z_ Q) Critical Station: 11 Elevation Loss: O PSI OWNER APPROVED. REVISE LOCATION AS REQUIRED FOR OWNER Valve, 3/4in. Disc Filter, and High Flow Pressure Regulator J w J 3 Cu o co ° Z Design Pressure: 35 PSI Loss through Valve: 0.8 PSI APPROVAL. 4.56PM to 17.66PM. See detail I and 5/L2.6. 3 LL ii co cO Friction Loss: 0.26 PSI Pressure Req. at Critical Station: 52.3 PSI Area to Receive Dripline _ K Fittings Loss: 0.03 PSI Lose, for Fittings: 0.0 PSI O MAINLINE AND ASSOCIATED IRRIGATION MATERIALS SHOWN IN Netafim TLHGVXR-G5-077-12 Z Elevation Loss: O PSI Loss for Main Line: 0.02 PSI 5 ADJACENT PROPERTY AREA AND OR HARDSGAPE IS FOR CRAPHIc See drip material legend Techline HGVXR-GS Pressure Compensating Landscape w Loss through Valve: 12.7 PSI Loss for POG to Valve Elevation: O PSI CLARITY ONLY AND SHALL BE LOCATED IN ADJACENT LANDSGAPE Dripline with Copper Stripe, Check Valve and Anti-Siphon o Pressure Req. at Critical Station: 48.0 PSI Loss for Backflow: O PSI AREA. REFER TO IRRIGATION SLEEVE LOCATIONS FOR ACTUAL feature. 0.77 6PH emitters at 12" O.G. Dripline laterals ; Loss for Fittings: 0.05 PSI Critical Station Pressure at POG: 52.3 PSI HARDSGAPE PIPE GRO551N65. spaced at 12" apart, with emitters offset for triangular o Loss for Main Line: 0.2q PSI Pressure Available: 60 PSI pattern. 17mm. See detail 4, 6 and 7 L2.6. , Lose, for POG to Valve Elevation: O PSI Residual Pressure Available: 7.71 PSI O PRESSURE IRRIGATION LINE. SEE CIVIL PLANS FOR ADDITIONAL Hunter EGO-ID Loss for Backflow: O PSI INFORMATION AND DETAIL. O EGO-ID: 1/21n. FPT connection with 12 psi-70 psi operating o Loss for Water Meter: 0.55 PSI pressure. Specify with Hunter SJ swing joint. See detail Critical Station Pressure at POG: 4q.2 PSI O EXTEND EXTRA WIRES TO THIS POINT, GOIL APPROXIMATELY 24 q/L2.6. Pressure Available: 55 PSI LENGTH OF EXTRA WIRES IN SEPARATE VALVE BOX AT THIS o Residual Pressure Available: 5.8 PSI LOCATION. Hunter IGV-6 J Iln., 1-1/2in., 2in., and 31n. Plastic Electric Remote Control Valves, 61obe Configuration, with NPT Threaded Inlet/Outlet, for Gommercial/Municipal Use. See detail 2/1-2.6 ° Hunter 12G-4000-M ' o © 40 Station Outdoor Modular Controller. With four IGM-800 Z Module. Commercial Use. Metal Cabinet. See detail I/L2.5. w Hunter W55 'I I 10 ® Wireless Solar, rain freeze sensor with outdoor interface, connects to Hunter PGG, Pro-G, and I-Gore Controllers, install as noted. Includes 10 year lithium battery and rubber z \ module cover, and gutter mount bracket. See detail 2/L2.5. Copyright©2025 = Z All rights reserved. Reproduction or use in any form o w Isolation Valve. See detail 3/L2.6. or by any means without written permission of 2 H Ire ckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w POC Point of Connection , See detail 5 and 6 /L2.5 w GIRR GIRR GIRR GIRR GIRR GIRR IRGIRR G R GIRR GIRR GIRR GIRR GIRR GIRR FO/ / O ° Irrigation Lateral Line: PVG Schedule 40 o Only lateral transition pipe sizes I and above are indicated on the plan, with all others being 3/4". w 0-7 2 11.2 w 2" Irrigation Mainline: PVG Schedule 40, see detail 4/L2.5 Z - - - - - - - - - - - - - - _ Pipe Sleeve: PVG Schedule 40. See detail 3/L2.5 � s \\ j o ' Gap for future use � ^ ' Gap at the mainline or lateral line for future use. The ` V \\ pressure and flow provided to that location are indicated Q o \\ � next to the cap symbol. M w w W \\ o Valve Callout �+ w j�j� 2l'J 12.6 Valve Number Y/ 1� w o \ \V_ / 1�� tt�-Valve Flow Q a u> CD z >, o Valve Size 10 F cry w o z = N � , L I�i.O 22 O 7 Q U W O Z £ Z Q °° J O n W w � N � co (� ° 25 I�.6 o DRIP MATERIAL LEGEND 21� r \ ° ;1Y4" _ DRIP AREA- OO C ` DRIP AREA- z ^ W i THREE _ n r. SIXTEEN V J ~ 24 O D z =v 1 DRIP AREA- 6, 12.8 2 o FOUR DRIP AREA- it � ♦^ I I I I SEVENTEEN z v, 1 Q 0 17 10.8 ° Q -'.4( 1 " 6.04 I DRIP AREA- `" '-♦ DRIP AREA- IX = FIVE TWENTY 5.38 I4 I5 2Q.O 10.4 IC 18 2q 8 2" 6 W 0 20.2 18.0 II 20.5 I� I" 2" I" 2,1 U ° D 211 II C 2 � DRIP AREA- DRIP AREA- W x x x x SEVEN TWENTY-THREE O Id„b Id..b Id„� £ Id„ , 7 d„b Id„b 5 x x x x x o x x x x x REVISIONS - _ P0C _ I Q No. Date Description 2 = fl ' • ♦ ♦ ♦ ♦ ♦ 1 3/11/25 MERIDIAN COMMENTS DRIP AREA- ♦♦♦♦♦♦♦♦♦♦ DRIP AREA- NINE ♦ ♦ ♦ ♦ ♦ TWENTY-FOUR r � 0 0 0 7 1» / Q ^ ° 12 G1AI -------------- Y4" _ o_ --- � 5 „ L %} --- ----______ �1Y4" __ - xxxxxxxxxxx PROJECT NO.: - W8„ ,� 1 W8�� �� T.�J 2I =/ = so J DRIP AREA- xxxxxxxxxxx ♦♦♦♦♦♦♦♦ S ���������♦ TEN xxxxxxxxxxx DRIP AREA- 24054 0 M B 1" '� W ♦♦♦♦♦♦♦♦♦♦ xxxxxxxxxxx TWENTY-SIX Io 11.8 E ESCALATION DRIVE 2 0 ? s D ♦♦♦♦♦♦♦♦♦ DRAWN BY: z 1✓g CR. KS 1 n .7 CD .7 •7 IIIIIIIIIIIIIII CHECKED BY: O .0 CR, JB 1 IIIIIIIIIIIIIII DRIP AREA- DRIP AREA- r , I I I I I I I �/8� �%/„ ( I I I I I I I TWELVE TWENTY-SEVEN ' IIIIIIIIIIIIIII DATE: q •7 1✓8�� •7 •7 •7 ( 1" 09/17/2025 DRIP AREA- C* FOURTEEN SHEET NUMBER O A T IRRIGATION PLAN- AREA TWO 0, N 30 0 30 60 q0 L2.2 SCALE: I"= 30'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15