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C7.0_Pressure Irrigation Plan V1
APPROVED DAM. Oe W2 FIN NuwR: ra-aar r m J � H U � I I— N I N co I co O 1n 1n w w O H z w H Z O U Of O z w 5 Of Of In N 2 0 z 0 U L� 0 0 F,3 Ld of z 0 U 0 0 (If o_ LLJ J Y 0 3 Ld W J U 0 O w 0 O Of a w T D F— z Of Ld z N 2 H J J Y 0 O LLJ V) _J U N N O N CI- 0 0 0 0 o �I 3 27 I I I N � O- J B.O 10 W co t20LF 4" PVC W W — — g 0 25 50 100 150 N � W , ® z 12"W t66LF 4" PVC SLEEVED SCALE: 1" = 50' = F� II THROUGH EX C900 PVC U 4"PI 8"PI E BINGLEY DRIVE - 6 1�N � Q t166LF 4" PVC f166LF 6" PVC f78LF 6" PVC SUBp1�15 f143LF 4" PVC t17LF 6" PVC 6 t21LF 4" PVC --- YgR�K \ 6"x6" TEE 2 9 _ _ _ _-------- - 5K 6'k4" REDUCER (W) 6 4" �±117LF _ \ 6' BLIND FLANGE (S) J 3 a..w g )3 t120LF 4" PVC - �? 4" PVC 7 t249LF 4C�1„\ 16 - t17LF 4" PVC IRRIGATION NOTES " PVC 3 I 3 t7LF 4" PVC 13 12 11 \ 14 10 3 \ 9 \ eo 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE is BLOCK 2 3 \ WITH THE ISPWC SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT 17 - 8 \ IN WHICH THE PROJECT IS LOCATED. p lJ 7 4'• 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN ACCORDANCE WITH ISPWC REQUIREMENTS. 18 _ 6 t173LF 4" PVC 3 \ 8'S 12•�W t27LF 4" PVC 3. THE PRESSURE IRRIGATION PUMP STATION AND MAINLINES FOR THIS SUBDIVISION 3 / 5 �o WILL BE OWNED AND MAINTAINED BY THE SKYBREAK SUBDIVISION COMMUNITY \ t82LF 4" PVC SLEEVED 3 ASSOCIATION. t246LF 4" PVC _ / BLOCK 2 4 / \ THROUGH C900 PVC I 19 � < 3 w 9 / � ±41 LF 4" PVC SLEEVED a i ^ THROUGH C900 PVC a /, "' ® O BLOCK 4 �8 / o� 2 / \ ts7LF 4" Pvc co KEYNOTES 00 2 3 4 // S o / / Q 20 3 t105LF 4" PVC 5 /^ FCF�q W / �� / // g \ \ W O REMOVE EXISTING BLIND FLANGE AND CONNECT TO EXISTING 8" PRESSURE 3 m 3 8 6 Ry�RST g /. Q / 3 IRRIGATION MAIN. 6 9 4 3 ,, OR�VF / L' �D . � 05 W O REMOVE EXISTING PLUG AND CONNECT TO EXISTING 6" PRESSURE 3 ;, v 8 z IRRIGATION MAIN. I 1S n J 4' I , ' i �\ / / Q *9eCF Z 8 21 6 g BLOCK 3 104 , 4" P J 3 INSTALL 3 4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. t51 LF 4" PVC SLEEVED ' . ' " / °`'�j/ VC ��_ = O � THROUGH C900 PVC / 3 / o1 ±31LF 4" PVC U ® 11.25' ELBOW (MJxMJ) t97LF 4" PVC pt 15 3 n t78LF 4" PVC 11 6 A pVG 8 S > s i " k68LF 6 .,...; \ / g / Q OS 22.5' ELBOW (MJxMJ) III I 1 9 \ t47LF 4" PVC SLEEVED 22 OZ Q 7 I, 3 3 THROUGH C900 PVC © 45' ELBOW (MJxMJ) 3 < I jl: p j D t33LF 4" PVC Q 14 �r '/�\ r \ O7 99 ELBOW (MJxMJ) w 23 d (D 4 s a " r ® 4"x4" TEE (MJxMJxMJ) 3 v 310 ro t245LF 4' PVC -,,,,BLOCKS 1 GxMJ) 8 3 4 GATE VALVE � I � / � � (FL j 3 2 / 8\ 10 PLUG PRESSURE IRRIGATION MAIN AND MARK TO SURFACE FOR FUTURE 24 13 Q 9 EXTENSION. N Q fn § S� f268LF 4„ PVC N 9 3 � 25 BLOCK 4 3 41 3 t249LF 4" PVC t71LF 8" PVC I 12 ^ � l i 3 fo $ 3 I J 3 10 3 3 q of FF� FFFFFFFFFFFFFFFF� 5 g m ±250LF 4" PVC I MATCHLINE SEE LEFT BLOCK 2 � _ I 4 3 \ 6 k-,-±59LF BLOCK 5 7 3 \ \ 8" PVC c8 SS 3 5 28 7 29 9 "��-�__ � 3 BLOCK 6 PHASE y J t89LF \ 4" PVC 5 URE FUT / \ 30 �' *HROUGH" PVC SPVEVED E�NCCFNARTD 6 5 9 <. 3 \ 3 31 4 n RlV 8 F "W \ \ t127LF 4" PVC - S 6 6 9 \ o 32 ,_ , 33 t28LF 6" PVC -- <8"SS - 34 t51LF 4" PVC SLEEVED < ... :. \ \ 3 35 THROUGH C900 PVC 5 9 --� C.O. 6"xTEE 6"x4" REDUCERER (W) 4 + t225LF 6" PVC 36 a © 9 PVC SLEEVED THROUGH THROUGHH C900 PVC \ \ 37 �- 38 39 40 41 � �, t77LF 6" PVC -H BLOCK 2 J F \ ERR p7 3 3 3 t222LF 6" PVC _ * 8"x8" TEE TEE 8"x6" REDUCER (E) I 3 3 3 I 8"x6" REDUCER W ( ) 6"I BLIND FLANGE (E) _ _ 6"PI _ 'PI f108LF 8" ,PVc FUTURE PHASE _ I � 5 t71LF 8" PVC I - _ S 6"x4" TEE - MATCHLINE SEE RIGHT Q H N J O z a Q i EXISTING PRESSURE IRRIGATION PUMP STATION �OtyAL ENSFD 16970 6-2-22 sj. O 00 �TFOFIOP��Q� I I C� �7'yNE nn. GAP UN i JW E O u rn c rim O 0LL00 OR 3� O� am uo Ert m L u u a c� 3 0 N S a I 5 a z 0 � a u U 0 CI I o N N LJ z 0 z DESIGNED: C. GRAHAM DRAWN: L. HAASE CHECKED: C. GRAHAM APPROVED: C. GRAHAM Z PREPARED FOR: O G20 LLC F— PO BOX 593 U EAGLE, ID 83616 Z) V) Z O af O LL N Z 0 O Q LI..I Z a Z z cl� O a O Q > z u Lu p m 2 Z ; — ' O W W LQ (n _� LN r m N C G W � d W CL CSW PROJECT NO. 22001 DRAWING DATE 06/02/2022 C7.0