C6.0_Water Plan V10
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SCALE: 1" = 50'
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13 — — — — — — sK WATER NOTES o
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ld"t, 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC x v
4"PI AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. 0 °o L 3
BLOCK 2 °� u
d\ / \ 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. a p C@J'
16
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13 12 11 ` \ / 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER
m 14 10 / MERIDIAN SD-W6.
L` 9 E.o 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER u
15 f
17 - a 4 8 \ AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. ,
4
/ 5. WATER SERVICE PIGTAILS FOR LOTS ALONG COMMON DRIVES SHALL BE
15
7 4" \ o EXTENDED 10 FEET BEYOND THE COMMON DRIVE.
Q m 4 6 \ 0 6. METER SETTERS FOR LOTS 28/29 BLOCK 2 SHALL BE LABELED WITH LOT AND
18 4 8'S - _ 72„� BLOCK NUMBER. w 1 5 ro
wJ7 BLOCK 2 0 0
4 4
19 I / KEYNOTES o
1 10 a 15 / 3 a
REMOVE EXISTING 8" BLIND FLANGE AND CONNECT TO EXISTING 8" GATE VALVE. MAKE a
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4 4 a, 2 / COMPATIBLE CONNECTION TO EXISTING WATER MAIN.
m 2 3 4 g
1 I�� INSTALL 8" GATE VALVE AND 2" BLOW -OFF ASSEMBLY WITH CONCRETE COLLAR FOR
5 a
20 O�RyU y / / ,��// FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. Z w
05 BLOCK 3 3 HOT TAP EXISTING 12" WATER MAIN AND INSTALL SINGLE 1° WATER SERVICE LINE AND L 3
3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER
14 4"PI / `/ / ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. u o
21 / 104 0 0
HOT TAP EXISTING 12" WATER MAIN AND INSTALL DOUBLE 1" WATER SERVICE LINE AND N
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3 1 L 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER w
> 15 t28LF 8" PVC %
a 14 11 g•, 13 ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. z
22 OD6 7 6 INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF
6 1 / MERIDIAN SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF
't 6 13 MERIDIAN SD-W6.
-H 14 7 / a
14 14 r �S \ 6 INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF
Z
Dt15LF 6" PVC y
MERIDIAN SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF
23 > ¢ 14 10 MERIDIAN SD-W6.
0 8 14 BLOCK 5 N I 9 1 \ / O7 8x6 TEE (MJxFLG) DESIGNED: C. GRAHAM
'o 1- 14 w 2 °0 I 8 6" GATE VALVE (FLGxMJ) DRAWN: L. HAASE
N I 24 w > / \ 6" WATER MAIN (LENGTH PER PLAN)
¢ ¢ CHECKED: C. GRAHAM
� 6 a 13 � � 0 6 FIRE HYDRANT PER MERIDIAN SD-WS AND SD-W9.
c I � ,- 14 14 APPROVED: C. GRAHAM
n 6 z 9 2"S� ® 11.25' ELBOW (MJxMJ)
V) 9 - 14
14 N :1 6 O9 22.5' ELBOW (MJxMJ) Z
25 t13LF 6" PVC 6 N 6 3 O PREPARED FOR:
- +I } > 10 45' ELBOW (MJxMJ) G20 LLC
10 to 12 a to PO BOX 593
-a--t50LF 8" PVC BLOCK 4 14 nl 14 3 -I 1 1 8x8 TEE (FLGxFLG)
Eo �I t28LF 8" PVC N 8 w o 3 U EAGLE, ID 83616
10 °O > 12 8" GATE VALVE (FLGxMJ) Z)
1 3 t238LF 8" PVC 4 I ro . 1 3 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET CO.1.
6 6 � N
27 14 1 14 BLOCK 5 N 14 I 14 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. Z
� ' t43LF 8" PVC � ii 4
9 5 7 14 6 I F�1URE pHPSE t 5 VERTICAL CLEARANCEWATER MAIN/STORM ORN CROSSING. CONSTRUCT STORM DRAINRMAIN IF OF WATERCLASSD TO PIPE AT ACHIEVE 18" O
10 c8"SS 5-sn
_ CROSSING. SEE WATER NOTE #2 SHEET CO.1.
28 29 14 1 2 7 ODl
EeNC�FNgRT�R ±13LF 6" PVC 14 BLOCK 6 Q
6 t29LF 8" PVC N
BLOCK 2 30 t o 6 5
\ \ 13 15 I 0 O
31 -A6 CF 7 t13LF 6" PVC > N
U 11 CBS�t1g3 ,..... 9 00 ° t26LF 8" PVC O z Z
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t30LF 8" PVC
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1 40 41 m -
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FUTURE PHASE - - _ 6"PI
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Q CSW PROJECT NO. 22001
p DRAWING DATE 06/02/2022
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C6.0