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HomeMy WebLinkAboutC6.0_Water Plan V1Ir1N,_- APPROVED ,,E 0NY22122 FILE NUMBER: ra-- J H U H !n m 8"S 0 25 50 100 150 SCALE: 1" = 50' i JW� E WATER NOTES 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC X v AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. 0 m EL 3 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. a p u @ 0 m E� 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER L MERIDIAN SD-W6. O 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER u AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. 5. WATER SERVICE PIGTAILS FOR LOTS ALONG COMMON DRIVES SHALL BE �I EXTENDED 10 FEET BEYOND THE COMMON DRIVE. 6. METER SETTERS FOR LOTS 28/29 BLOCK 2 SHALL BE LABELED WITH LOT AND BLOCK NUMBER. w F Q KEYNOTES 3 0 O REMOVE EXISTING 8" BLIND FLANGE AND CONNECT TO EXISTING 8" GATE VALVE. MAKE N is COMPATIBLE CONNECTION TO EXISTING WATER MAIN. z 5 O INSTALL 8" GATE VALVE AND 2" BLOW -OFF ASSEMBLY WITH CONCRETE COLLAR FOR a FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. w z O 3 O3 HOT TAP EXISTING 12" WATER MAIN AND INSTALL SINGLE 1" WATER SERVICE LINE AND a I 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. u o ® HOT TAP EXISTING 12" WATER MAIN AND INSTALL DOUBLE 1" WATER SERVICE LINE AND 0 0 N 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER i ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. a z OS 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. 0 © INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SERER PER CITY OF z MERIDIAN SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF w MERIDIAN SD-W6. DESIGNED: C. GRAHAM O7 8x6 TEE (MJxFLG) DRAWN: L. HAASE 6" GATE VALVE (FLGxMJ) 6" WATER MAIN (LENGTH PER PLAN) CHECKED: C. GRAHAM FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. APPROVED: C. GRAHAM ® 11.25' ELBOW (MJxMJ) O9 22.5' ELBOW (MJxMJ) z PREPARED FOR: 10 45' ELBOW (MJxMJ) O G20 LLC 11 8x8 TEE (FLGxFLG) PO BOX 593 U EAGLE, ID 83616 12 8" GATE VALVE (FLGxMJ) Z) 13 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA. i� 14 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET CO.1. Z 1 S WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" O VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT u CROSSING. SEE WATER NOTE #2 SHEET CO.1. af OLL N 0 O w Z > O Z Z °C O Q z a a > F-- z o m 2 W z ZD > < U) I � o w a L LJ - m } w a a Q tA tA CSW PROJECT NO. 22001 00 DRAWING DATE 06/02/2022 d a Q u C6.0 V