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Home My WebLink AboutC9.01_Pressure Irrigation Plan Area A Sheet Notes: A. THE SUBDIVISION WILL OWN AND OPERATE THE PIRR SYSTEM. THE SECONDARY Q SOURCE FOR THE SYSTEM WILL BE (2) DOMESTIC METER CONNECTIONS. O B. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO G Q IRR EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. IRR IRR T F n EO E0 EO F(l FO Ff1 FO FO FO FO FO FO F FO FO FO FO C. SEE SHEET C7.13 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS. 7I� �� EP �� EP EP EP EP EP EP EP EP EP EP EP EPA EP EP EP E 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 0 12"W 12"W 12"W _ _ — — — — — — — — — — — — — Pressure Irrigation Notes: A. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF WAY, PRIVATE ROADWAYS AND S TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND `�� E P— — -P — — E" — — E" — — Ep �F EF E" — — —E" — — E"— — — E°— — —E.— — EP ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. EG EG EG EG -F EG---- — Ef� Ef� cr EG EG EG EG EG E� t — EG _ G— THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR R/W R/W�T R{VV- R/VIA /.^� /W i/W R �u Vu R� IR` R/VIA �9, "� /VIA /IAA i/W i/W R R/W R/W R/W R/W R/W o� I�`, C__ TO BACKFILLING. �� B. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER _ _ _ I MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE A MINIMUM OF /y TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND � J IRR R/W — — —R/W— — — — R/w — — — — �- — — — R-� — — PIP& --R/W— — — — �- — — R/W _ R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R — �/W `!' — - _ _ _ _ _ _ _ _ _ _ _ _ Id NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF — — — — — — — — — — — — — — _EG' VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE � — - - 1- - - - - - - - - - - - - - - - - - - - - - - - - — - - , — W EG EG EG EG EG EG EG EG EG —EG —EG —EG EG — — — — — — {� E WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS EG (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). E EG EG EG EG EG EG EG EG EG EG EG EC C. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER EG EG EG EG G I SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET.WHERE IT Fn 60 GIR�i 60 GIRR 60 GIRR 60 GIRR 60 GIRR 60"GIRR U 60"GIRR 60"GIRR 60"GIRR 60"GIRR 60"GIRR 60"GIRR GIRR IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO N I a GIRR I I R CROSS WITH LESS THAN EIGHTEEN 18) INCHES OF VERTICAL SEPARATION, THE — — — _ — ° — °T CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE s 1 —s— 1 ° s 1 1 1 IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION To 71 N s I —° — ^-�- s s s s° s` s s° 8 s 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). A — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — 4 — — — — — — — — — — —— — — — — - — — — — — — — — —— — — — — — — — — — — —— — — — — — — —— — — — — — — —— — — — — — — — — — — —— — — — — — — 4 — — — — — — "` — — — -2— — —„— 2 2PIRR — — — 2 - 2 -IRH „ f " 2 2 2TTTRI 973-LF 6-IN PI PIRR I� 27pTpT 2 2 2 PIRR „�I 2 -RR 2 2 OPIRR 2 � D. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES I rGIR I _ — — — — — _ _ _ _ _ WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR — — cs I I 4 I — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE — — — — — — — — — — — BETWEEN SIX(6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. N E. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. F. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING CD oo I I DANGER-UNSAFE WATER OR NON-POTABLE WATER.THE VALVES AND BOXES ARE TO T acs I I I I I BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. N G. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE BLE WATER SYSTEM AND THE PRESSURE RIGATION SYSTEM.THE VICE I,,, I I MUST BEAAPPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY E(DEQ) N -� AND THE CITY OF MERIDIAN WATER DEPARTMENT. j c I I I H. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS C, � I I I I AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS w i Pressure Irrigation Keynotes: uiu i i i 0 I 1. POTABLE WATER MAIN CROSSING- SEE NOTE NO. 3 ON THIS SHEET. z T I I I U a 2. C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE DIAMETER OF THE r PRESSURE IRRIGATION PIPE. Mr 2.1. 2-INCH DIAMETER SDR-21 CLASS 200 PVC SLEEVE FOR CONTROL WIRES RUN NEXT TO MAINLINE SLEEVE. co O° Iw LU I N I 3. INSTALL PRESSURE IRRIGATION RISER 3/4-IN SERVICE FOR ALL BUILDING LOTS PER DETAIL 7/C2.50. ALL LOTS TO HAVE INDIVIDUAL 3/4-IN SERVICE WITH CURB STOP. I �a 4. INSTALL PRESSURE IRRIGATION RISER 2-IN SERVICE FOR COMMON LOT PER DETAIL 7/C2.50. 5. LOCATION OF SECONDARY WATER SOURCE METER. CONNECT AND CONTINUE N MAINLINE TO BACKFLOW DEVICE. INSTALL ZURN 375 1 2 REDUCED PRESSURE BACKFLOW DEVICE PER DETAIL 3/C2.50. Iw I _ _ _ 9L i o i 6. INSTALL PUMP STATION PER DETAIL 1 &2/C9.50 AND SHEET C9.51. CONCRETE PAD 60 = I I SIZE PER C9.51 AND DETAIL 1/C9.50. 7. COMPRESSOR, COORDINATE WITH SHEET L1.06 LANDSCAPE PLAN-AREA C AND PAD csa I I r 4" ,, 4"PIRR 4"PIRR 4"PI , -4"PIRR i- Pi 4"PIRR 4"PIR 4"PIRR P 4"PIRR 4"PIRR �, P PENETRATIONS FOR POWER AND HOSE/SLEEVING. ww I I N I I I 665-LF 4-IN PI I I 3 TYP. , r N i w i i t i i Legend Keynotes: T I I I 00 cc I I � i i , P PI PRESSURE IRRIGATION RISER PER DETAIL 5/C2.50Cc Cl?- 80 ALL LOTS TO HAVE INDIVIDUAL SERVICE SIZE PER KEYNOTE 3 AND 4. J B1 L3 B1 L4 B1 L5 B1 L6 B1 L7 B1 L8 B1 L9 B1 L10 B1 L11 B1 L12 B1 L13 B1 L14 B1 L15 B1 L16 ® GATE VALVE PER DETAIL 4/C2.50. 5,693-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF ,099-SF MAINLINE AIR RELIEF VALVE PER DETAIL 5/C2.50. O w k 7i� cc _ t�� I I I �I 0 DRAIN VALVE PER DETAIL 5/C2.50. cc 26-LF 6 IN PI N I , THRUST BLOCKING PER ISPWC SD-403 4 5 I I �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - REDUCED PRESSUREBACKFLOWDEVICEPERDETAIL3/C2.50.❑T IRR J TM - - - - - - w — - - - — - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - 2 14-GAUGE 2-WIRE TO BE BURIED WITH MAINLINE O 60 I I �� FOR ALL COMMON LOT IRRIGATION CONTROL ■� T — — — — — — — — — — — J SYSTEM. STUB 1 O-FT AT ALL 2-INCH COMMON LOT R R R/W R a /W R R/W R/W R/W R FINR/W R/W R/W R/W R R/W R/W R/W ''' z IRRIGATION STUBS. COIL INSIDE 10 INCH ROUND ■� 1 � 1 IRRIGATION VALVE BOX. "W aC I I U_ 8W 8W 8W 8W 8W 8W 77-LF 6-IN PI — — — — — — — — — — —I " 12" 12 � W. QUINTALE ST. 8"SS S 8"SS 8"SE 3"sS 8"SS77� 87Ss 8"ss �„ 8"ss 8"ss "s � 8"ss I 2.1 2 y R R/ — R/W R R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W c70 - - - - B8L1 B7L1cc - - - — - - - - - - - - - - - - - 63-LF6-IN PI - - - - 89LF6-IN PI 1 1 B6L1 — 1 _ CD IRR I IRR 88-LF 6-IN PI 95-LF 6-IN PI 63-LF 6-IN PI 89-LF 6-IN PI „ 95-LF 6-IN PI 63-LF 6-IN PI — — F0 „ w 00 00 I 85-LF 6-IN PI i I I 6 PIRR 6�IRR 2 orirsrs PIRR 2 6 PIRR o n 6"Firsrc 2 6 PIR N n� �, T I 1 4 I I 2 I I 4 I I 2 I I 4 I I 2 I I 4 T I I I I 2.1 I I 2.1 I I I I NLo B8 L2 B8 L16 I I B7 L2 B7 L16 I I I B6 L2 BE c B2 L2 I I I I 4,500 SF 4,500 SF I I 4,500 SF 4,500 SF I I 4,343 SF , 4,2 CD L 5,923-SF I I I I I I I I Revisions 1 cIr IW �_ VC 0 I I °° LU \ - _ - 1. ---- Cn I I I W I I I I I o I I r I I I y 0�0 I I I I B8 L3 z B8 L15 I I I B7 L3 z B7 L15 I I I B6 L3 BE ado I % z I I Y I I 4,500 SF J 4,500 SF I I 4,500 SF 4,500 SF I I Z 4,343 SF I 4,2 CD W W CO I I c I I M I I o I I M I I y I I N CIO W I I _6 B2 L3 I I m I I I cc I I Z I \ co 5,927 sF Z 1-3 B8 L4 B8 L14 I co it O° I B7 L4 B7 L14 I I I B6 L4 BE m N 4,500-SF 4,500 SF I 4,500-SF 4,500-SF I 4,342-SF 4,2 cs = r I � I I I TYP. 3 I I I TYP. 3 I W � I I I I I I I I Cn I I TYP. 3 00 w I I I I I I I I I I I oo IIJ - U J E � 62 L4sAL Et- 5,930-SF IIII IN I I B 8 B �7� I , 4 I = = I IIlls IN I IN IN 11011 11011 IN IN 11111 568 co w 3 TYP. I I I I I I I I C8.04 I I I I s�04/15/2025�0 N I I Y) I I I I I I I I I I _ �TF OF 60 �9dtES G � _ I I W. Pressure Irrigation Plan - Area A 30' Project No 123200 Date of Issuance: 4.15.2025 Horizontal Scale: 1" = 30' Project Milestone: Permit Set Cn Pressure Irrigation Plan Area A �y - 03 C9001