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/ DESIGNED: C. GRAHAM
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APPROVED: C. GRAHAM
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EAGLE, ID 83616
z KEYNOTES
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lO CONNECT TO EXISTING 12" WATER MAIN BY CUTTING IN A 12"x12" TEE. INSTALL (3) 12" GATE \ I 0�
J VALVES. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN.
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Y O REMOVE EXISTING 2 BLOW-OFF ASSEMBLY AND 8 GATE VALVE AND CONNECT TO EXISTING 8 WATER ` i Z
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MAIN. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. \ / O
3 / 0
Li O3 INSTALL 8" GATE VALVE AND 2" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR FUTURE WATER 'g /
WATER NOTES MAIN EXTENSION PER CITY OF MERIDIAN SD-W12. \ / , 1 IN
> 3A INSTALL 12" GATE VALVE AND 2" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR FUTURE WATER \ M d
v 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC MAIN EXTENSION PER CITY OF MERIDIAN SD-W12 /
AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400LL_ . \ / Z
O 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. O4 INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND ()
SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. ,,. Z Z
w 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER Z O Q
o MERIDIAN SD-W6. O5 INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND O 0 J z
Q� SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. N
4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER
= AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. O6 8x6 TEE (MJxFLG) % ce
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6" GATE VALVE (FLGxMJ) AA Z
Ln 5. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR 6" WATER MAIN (LENGTH PER PLAN) O O uj
OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDING, CARPORTS, TRASH FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. U. m C W
w ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. = ui
6A 12x6 TEE (MJxFLG)
6. EXTEND WATER SERVICE PIGTAILS BEYOND PRESSURE IRRIGATION EASEMENT ON 6" GATE VALVE (FLGxMJ) W O Q
z LOTS 9-12 BLOCK 6. 6" WATER MAIN (LENGTH PER PLAN) >
Ln FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. O o
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O7 11.25' ELBOW (MJxMJ). SIZE TO MATCH MAINLINE. _
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O$ 22.5' ELBOW (MJxMJ). SIZE TO MATCH MAINLINE. a Z
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Y 045' ELBOW (MJxMJ). SIZE TO MATCH MAINLINE.
0
3 10 8"x8" TEE (FLGxFLG)
Li (2x) 8" GATE VALVES (FLGxMJ) AS SHOWN 0
J 11 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1.
U 12 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET C0.1.
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0 13 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" VERTICAL V)
N CSW PROJECT NO. 24005
CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. SEE WATER NOTE #2
SHEET C0.1. 5� DRAWING DATE 03/02/2026
14 REMOVE EXISTING FIRE HYDRANT ASSEMBLY. CONNECT TO AND EXTEND EXISTING 6" WATER MAIN G
0 (LENGTH PER PLAN). RELOCATE FIRE HYDRANT ASSEMBLY AND INSTALL PER MERIDIAN SD-W8 AND
U SD-W9.
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