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HomeMy WebLinkAboutC6.0_Off Site Water Plan V1APPROVED ,.., M12,22 co U 1+3 � I � I u � I U � Y lr O w �1 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER MERIDIAN SD-W6. 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. I - URE PNPSE \ / JC) Fu \ \ STUB 8" WATER MAIN \ \ 3 FOR FUTURE TIE-IN t23LF 12" PVC _ 1 7 t130LF 12" PVC ci �3 7 ` co ` 15 0, i*�28LF 12" we 2 \ FUIURI O HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN WITH 12"x12" TAPPING SADDLE AND 12" GATE VALVE. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. O INSTALL 12" GATE VALVE AND 2" BLOW —OFF ASSEMBLY WITH CONCRETE COLLAR FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD—W 13. O3 CAP WATER MAIN AND MARK TO SURFACE FOR FUTURE WATER MAIN EXTENSION. ® 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. OS INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. © 8x6 TEE (MJxFLG) 6" GATE VALVE (FLGxMJ) 6" WATER MAIN (LENGTH PER PLAN) FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. © 12x6 TEE (MJxFLG) 6" GATE VALVE (FLGxMJ) 6" WATER MAIN (LENGTH PER PLAN) FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. O7 11.25' ELBOW (MJxMJ) ® 22.5' ELBOW (MJxMJ) O 45' ELBOW (MJxMJ) 10 12x8 CROSS (FLGxFLGxFLG) 11 12x12 TEE (FLGxFLG) 12 12x8 TEE (FLGxFLG) 13 Bx8 TEE (FLGxFLG) 14 12" GATE VALVE (FLGxMJ) 15 8" GATE VALVE (FLGxMJ) 16 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA. 1Q POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. 18 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. SEE WATER NOTE #2 SHEET COA. — — t I51NULtY L NL (YV 1) MATCHLINE - SEE SHEET C6.1 r' r II , 0 U Lu Lu (In Lu Lu un I EG Lu Z J U Q 0 30 60 120 180 SCALE: 1 " = 60' W 0 ul JWI E 0 >�o 0 m [iin3o W m X 0 0co 3rn 0 U) am u00 0 E� m r m rn u W O z DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 r O Z Z N Q Z Z J O Q a Ln d Q� LU Lu Q m (% � LU 0�'_ V) Ice -2 LL m 0 CSW PROJECT NO. 19044 DRAWING DATE 11/12/2021 C6.0