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IRRIGATION NOTES �N o � °°
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Z I \ 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE O O m
O ma I \ \ o' WITH THE ISPWC SECTION 900 AND THE STANDARDS OF THE IRRIGATION DISTRICT co w
cf) ~w \� IN WHICH THE PROJECT IS LOCATED. @j o
w 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS ro
ZIw c WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN L
w I ACCORDANCE WITH ISPWC REQUIREMENTS.
REMOVE
IRRIGATION PIPE TO EXADITCH.YLIGHT1 \�F T Te c����tis 3 SURFACETHE S IRRIGATION SURE IGWATER WITH A BACKUPATION SYSTEM FOR S CONNECTION TO SUBDIVISION IL MERIDIAN L BE RDOM VED STIC 1
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cn FL ELEV=2688.34' (FIELD VERIFY PRIOR w IW c�e I�TF WATER SYSTEM. THE PRESSURE IRRIGATION SYSTEM INCLUDING THE PUMP STATION
w TO CONSTRUCTION) a \\a Rq< AND MAINLINES WILL BE OWNED AND MAINTAINED BY THE WINDROW SUBDIVISION
a_ o \Te \ COMMUNITY ASSOCIATION.
w 3 4. REDUCED PRESSURE BACKFLOW DEVICES MUST BE APPROVED BY THE STATE OF
GIRR MH #1-13 IDAHO, DEQ, AND MERIDIAN WATER DEPARTMENT,Lp
O ` \ re < �7--00
5. COVER OVER PRESSURE IRRIGATION MAINLINES SHALL BE 2.5 FEET. o ^ O
as ��, ~~° �'t`4• 8 t68LF 6" PVC
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6 1 7
ZO o 1 �
U mw 3 7 t65LF 6" PVC
F Q n z
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0 BLOCK 6 m w
c _ 6 \ KEYNOTES
1 � iv '-„!t_1.0_LF 4_""PVC \ 3 A Q w
O a lw z ' \ t86LF 6" PVC \ 1 INSTALL 3 4" PI SERVICE LINE AND 4" VALVE BOX PER ISPWC SD-901. z a_
mu w � t51LF 4" PVC SLEEVED � O � O 0_ �
Z ~ vi THROUGH C900 PVC \ a Q z
14 \ O2 11.25' ELBOW (MJxMJ) � 0 �
Z m 1 5 \ w
= I 3 7 d SUR N� �" a\ w Q o
N O� Iw PNPSEy 3 PREM� m 0 22.5' ELBOW (MJxMJ) o Z v rn
Z U IURE 8 / \ `yGP�ON \ \ � o
N / 1 2 ��RR\ ® 45' ELBOW (MJxMJ) O
a la 6 t146LF 4" PVC \ t74LF 6" PVC 5 Q z
m� w Q
Ii / 1 cP, Fc \ O 90' ELBOW (MJxMJ) J
w
Z + t92LF 4" PVC J w
O I „`o� / 1 1 �� \ \ \ 2 1 � \\9LF 6" PVC 0 TEE (MJxMJxMJ)
a s BLOCK 5 t64LF 6" PVC D re \ O7 GATE VALVE (FLGxMJ). SIZE TO MATCH DIAMETER OF MAINLINE. O
U =mw Iw ao 3 3 t101LF 6" PVC 4 7 8 r
6
w G n 1 2 ` re ® PLUG PI MAIN AND MARK TO SURFACE FOR FUTURE EXTENSION w N
p of \ t64LF 6" PVC
O I t/101 LF 4" PVC
mw N 8 �� A<A 1 10 �9L \ 2 re \ DESIGNED: C. GRAHAM
0_ :102LF 4" PVC O 2 �• y
O �o0 1 -pi \ t98LF 6" PVC 1 \ CONNECT TO DRAWN: L. HAASE
++ t5LF 4" PVC \ t71 LF 4" PVC 1 / \moo EXISTING HEADGATE
Li
r, \ o
o <8"SS 7 Li ao �a 3 7 6 0 9 \ s -1
1 I �Ox CHECKED: C. GRAHAM
w mL ±41 LF 8" PVC SLEEVED 1 ' 2 7 6 rn I I �0 T� APPROVED: C. GRAHAM
~ THROUGH C900 PVC \ \ 1 2
rn�
O I t29LF 4" PVC 7 \\ 8•S GIRR MH #1-1 `� \
3 t49LF 4" PVC SLEEVED g
U mL I THROUGH C900 PVC I ` PREPARED FOR:
GIRR MH #1-11 t15LF 4" PVC \ 2 - I I `\ /
0 90, t41 LF 4" PVC SLEEVED I 6 7 \' 1 x GIRR MH #1-2 G 2 0 L LC
O + n THROUGH C900 PVC 4 1 t47LF 6" PVC SLEEVED I °o 5
M N t24LF 4" PVC 7 \\ \ t82LF 4" PVC 2 THROUGH C900 PVC I 3 2c �� IX INTAKE/SCREEN BOX PO BOX 593
w I 32+00 31+00 8 C N I BLOCK 7 �p \ SEE DETAIL 1 SHEET C7.1
0' 0 a <12"GIRR t258LF 4" PVC \. o/ t139LF 6" PVC I • N 4'J �\\ \ / EAGLE ID 83616
7 �11 It113LF 8" PVCA t41LF 8" PVC
mu tSLF 4 PVC
Z ~ o a 7 5 t89LF 4" PVC 3 1 1 6 I' F
Q I + t109LF 4" PVC gyp, I `\e f16 LF\2" PVC GIRR ® 1.56%
I GIRR MH #1-12 a o - - - 'P� 4"PI \ . I I I I 5 c
"' 6 t37LF 8" PVC SLEEVED I t58LF 8" PVC :max \ PRESSURE IRRIGATION
CU 7 \ THROUGH C900 PVC I oPUMP
J 1 1 3 Lu Q 1 1 1 1 1 1 " 4 �� ±I4I1ILF 8 IIIPVC 8"PI o ` \ re re SHEET C7.2T 10N. SEE
BLOCK 3 t113LF 4 PVC "p/ 1 t87LF 8" PVC I I
N I o •• �, I • � 7 1• I 6 1 ' 4 A/ re�t13LF 4"OPVC C
O I I 1 O� 1 2 3 4 5 6 I' Y 3 3 I /� - ��� a� ALK/NS LAT
� ( 2 I U N 5 I I 1 t115LF 8" PVC \ Fc t39LF 4" PVC`Tg ERAL
w 0 t120LF 4" PVC N BLOCK 4 I ¢ BLOCK 5 t129LF 4" PVC I I t47LF 4" PVC I '� 3 - -
I w 6 } x 3 t23LF 4" PVC Tg
GIRR MH #1-10 �' I I� 1 _ _ Tg _
+ w Q I 7 t41LF 4" PVC SLEEVED °o __
THROUGH C900 PVC 5 -Ec-TB TB
J 7 - --------------------------- Z 4 6 _Tg -�Tg
IF
Lu
U I 8.0. - 8"W - - 8"VN - 12 YV 'EG_ _ Tg= Tg
t41LF 4" PVC SLEEVED 8"SS> <8"SS W.JASPER STREET - - - - - v- - -8+ W.JASPER STREET tSLF 8" PVC$ _ _t9LF 4" PVC EG Tg _ Tg O
O I THROUGH C900 PVC <8"SS <8"SS <8"SS 7 - Z
w 8"w — —EG__ V)
GIRR MH #1-9 7 BLOCK 2 I " :•I BLOCK 1 + <8 SS _ Z z Z
I + t99LF 4" PVC t914LF 4" PVC BLOCK 2 t82LF 4" PVC SLEEVED " t100LF 4" PVC a # - v 7 t41LF 4" PVC SLEEVED ao.
O 00 THROUGH C900 PVC I I t19LF 4" PVC 10.00' IRRIGATION GIRR MH 1 3 Q
or� EASEMENT
a THROUGH C900 PVC O J J
`�I 21 20 19 18 17 0 l6 15 14 13 12 11 c 10 8 7 6 0 5 4 3 2 I A I N 2 3 4 I 5 6 7 8 9 I 10 11
6 o t307LF 4" PVC GIRR MH 1 4 w z 7
# - t183LF 4" PVC > L
= I I 1 moo, 1 1 1 1 � 1 1 1 L4"P�—
1 � 1 1 1 1 � 1 1 1 1 7 i• ao i 7 1 1 � 1 1 1 1 0 1 1 1 1
(�
3 3 ' -H {j_ w O
I 4"P 4 PI
4'PI 4"P A� 4" 4"PI I m<12"GIRR
~ 212"GIRR — P
7+00 26+00 25+0 24+00 23+00 22+00 21+00 < 20+00 19+00 +00 17+00�� < I 6+00 15+00 w GIRR MH #1-8 ------------------------------------- -------- -------------------- 1 + -- -------- w
12"GRR ------------------- ----------------------
1 �0� 0
a GIRR MH #1-7 GIRR MH #1-6 Ep o 6 ui
~ EP EP EP EP -�-- EP Ep FP EP o EP EP EP GIRR MH #1-5 EF-EPA E EP EP
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FP
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Z - - - - - - - - - - _W.AMITY ROAD - - - - 0
-- — - - - --- - - - - - - - - - - - — _
_ TB EP TB EP EP —TBEP TgEP TBEP—TgEP TB EP TgEPEP TB TB — ---�P—EP -- ---�p---�P---� --- --- --- �.— Ep OHP �AI Q
- ` ❑ `Q OHP OHP " TB �IrP OH — E�OHP OHP_ - HP
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±94 LF 12" PVC C900 00.30%
Y REMOVE EX. CMP CULVERT. DAYLIGHT
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O NEW IRRIGATION PIPE TO EX. DITCH.
FL ELEV=2703.08' (FIELD VERIFY PRIOR
w TO CONSTRUCTION)
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N V)i CSW PROJECT NO. 19022
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oDRAWING DATE 04/10/2024
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