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HomeMy WebLinkAboutConstruction Drawings_Part11 a o Q S\ONAL F EN m O > a 3-2 26 v OO,A��TF OF ENE M.GFZ u cf) J 0 20 40 80 120 V) 0 SCALE: 1" = 40' J Y � _w � o awa1ll II I lIl awa I III N I 1 � v � Ln Go om a in p Oz X Ld o O O ' cf) U) — p w1 IIw I `� 11 m E .N. z m I t1OLF 6" PVCfu W al Ia I M I 9 3 U w1 IIw '/ t1OLF 4" PVC t3LF 6" B.O. cj al I la t49LF 4" PVC SLEEVED � I p II my v ' I 9 THROUGH C900 PVC 6"x4" TEE (MJxMJ) G) x II I 3 8 6"x4" REDUCER (W) W I w I i 9 1 i CC 13 8 12 �\ z Iw v 7 t13LF 4" PVC -4 PI O I z l ' t44LF 4" PVC _ Lu I I N I t43LF 4 PVC t41 LF 4" PVC SLEEVED BLOCK 10 5 ��` c < a THROUGH C900 PVC t12LF 4" PVC —40LF 4„ PVC f70LF 6" PVC I - I CD W1 liW ° , \ 4 t56LF 4" PVC 4p1 f� ------- I �< z I I 6 \ t24LF 4" PVC ___—_ 2 B.O. 8 M +�� I 2 �� LLJI I f 14LF 4" PVC — — — — 9 8 C.0• PI'V PVC 8 —-1-— I \ y z m I i 1 a"P� 4 t8LF 4" PVC 3 OLF ___—— / me < _ p i I g t 104LF 4" PVC t __— 4 c� w I IIw I s"W _ F o o IL -----------------1 — — — — — — — cA _ _ Z 2 g �� I o e s \\�---- BLOCK9----- f85LF,4" PVC ------- "W _ — OU�NORIVE S \ I 8 W R gUR \ A p wl I II 12"W ° 3 6 -- -- I _ _ ��� s \\ F �c o LLJ o�~al a — — — — — _ _ _ — �o _ t57LF 4" PVC SLEEVED BLOCK 6 \ o wl IILu w — — — N ° ___— _ THROUGH C900 PVC yg o \ �c cf) I t82LF 4" PVC SLEEVED V 1 __ 8 \ N z THROUGH C900 PVC II N —— — \ w i I W. ROUTEBURN DRIVE _ _ — 2 nn ' \ \ t169LF 6" PVC \ z wl i Iw ------------------------'------� \ 10 V m I I °° t44LF 4" PVC O / al ly s B.Q. 3cPs as F.y�44 \Fc Q \� wl IIw t14LF 4 PVC — — — — — — — — — \ �J� Q��S / O 1 z O I I I 1 w / — — — — — — 18 \ 0 0 / \F�— I I 5 / 2 2 s \ \'9\GP 2 \ `F w Es O w1 1w / 9 ° 2 DESIGNED: C. GRAHAM � 1 I ° / O�9 \ \ 2 9 /I 11 iR n / t11LF 4" PVC o DRAWN: L. HAASE o I II / / I BLOCK 5 / L'� w I IIw w t99LF 4" PVC SLEEVED 4 t66LF 6" PVC cn a I R \ / CHECKED: C. GRAHAM I n ° I THROUGH C900 PVC �m APPROVED: C. GRAHAM zp wl ICL I I 2 17 n ° Yo a i I 8ti\ 8� �\ 1 PREPARED FOR: o I I 3 2 ss� F 1 11 LLC Q m w1 I IIw I °F a I A I PO BOX 593 of a � I II I I 2 \ , ' EAGLE, ID 83616 o I I I I A, C. 0 0• Q I ..!I I I I I I o 16 / 1 IIw a n � ° / v t85LF 4" PVC Y r 2 ' �0 ' Z 0 2 °F \ / •�° \\\ � 3 \ 15 C) W PRESSURE IRRIGATION NOTES KEYNOTES 3 \ u N v 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE 0 REMOVE EXISTING BLIND FLANGE AND CONNECT TO EXISTING PRESSURE � 2 Z / O z ISPWC SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH THE IRRIGATION MAIN. / Z J o PROJECT IS LOCATED. t85LF 4" PVC 20 INSTALL 3/4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. T°E 3 \ 12 Z 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE 2 / z � UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN ACCORDANCE WITH ISPWC O3 11.25' ELBOW (MJxMJ). SIZE TO MATCH MAINLINE. / Z O Q z O REQUIREMENTS. 0 (A —j O a_ 3. THE PRESSURE IRRIGATION SYSTEM FOR THIS SUBDIVISION WILL BE SERVED BY SURFACE ® 22.5' ELBOW (MJxMJ). SIZE TO MATCH MAINLINE. u = IRRIGATION WATER WITH A BACKUP CONNECTION TO MERIDIAN DOMESTIC WATER SYSTEM. THE O5 45' ELBOW (MJxMJ). SIZE TO MATCH MAINLINE. t53LF 4" PVC > ~ Q ~ PRESSURE IRRIGATION SYSTEM INCLUDING THE PUMP STATION AND MAINLINES WILL BE O 0 z Ln u OWNED AND MAINTAINED BY THE WINDROW SUBDIVISION COMMUNITY ASSOCIATION. © 4"x4" TEE (MJxMJxMJ) 2 Cw _ LL m C w 4. REDUCED PRESSURE BACKFLOW DEVICES MUST BE APPROVED BY THE STATE OF IDAHO, DEQ, O7 4"x4" CROSS (MJxMJxMJxMJ) 1 = W AND MERIDIAN WATER DEPARTMENT. > 8 4" GATE VALVE (FLGxMJ) , A W ` O W� 5. COVER OVER PRESSURE IRRIGATION MAINLINES SHALL BE 2.5 FEET. O / 5 Z) O9 PLUG PRESSURE IRRIGATION MAIN AND MARK TO SURFACE FOR FUTURE 4� O O EXTENSION. 4,* Ln JJ � ' Z LL Y O W (n J_ C) W N O LA N CSW PROJECT NO. 24005 DRAWING DATE 03/02/2026 W 0 W CTO