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HomeMy WebLinkAboutC6.1_Water Plan V1DWRIDIA y- APPROVED _._ MlW2 16970 11-12-21 s �� T�TFOFIOP 'S'iyNE M. GF 0 40 80 160 240 ,„, SCALE: 1 ° = 80' JW� E >�o Y WATER NOTES Ln 00 C M 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC X O aci 1- AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. Co LLco 3 m .. 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. a p @J ry co E� 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER L MERIDIAN SD-W6. 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER u u AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. , KEYNOTES w O HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN WITH 12"x12" TAPPING SADDLE o AND 12" GATE VALVE. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. O2 INSTALL 8" GATE VALVE AND 2" BLOW -OFF ASSEMBLY WITH CONCRETE COLLAR FOR o FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. O3 CAP WATER MAIN AND MARK TO SURFACE FOR FUTURE WATER MAIN EXTENSION. a Z 3 ® INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF n MERIDIAN SD -WI AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF w MERIDIAN SD-W6. 0 3 a O5 INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF i j MERIDIAN SD -WI AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF n a MERIDIAN SD-W6. o © 8x6 TEE (MJxFLG) i 6" GATE VALVE (FLGxMJ) z 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) z FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. O7 11.25' ELBOW (MJxMJ) DESIGNED: C. GRAHAM ® 22.5' ELBOW (MJxMJ) DRAWN: C. GRAHAM CHECKED: C. GRAHAM O9 45' ELBOW (MJxMJ) APPROVED: C. GRAHAM 10 12x8 CROSS (FLGxFLGxFLG) 11 1202 TEE (FLGxFLG) PREPARED FOR: Q 12x8 TEE (FLGxFLG) G20 LLC 13 8x8 TEE (FLGxFLG) PO BOX 593 EAGLE, ID 83616 12" GATE VALVE (FLGxMJ) 15 8" GATE VALVE (FLGxMJ) 1� POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET CO.1. 1� 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 QR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. SEE WATER NOTE #2 SHEET COA. r C5 z N z z 0 Q z l/) d Q > Z 0 L1J m Lu ; < l% Q� L1J 00 N CSW PROJECT NO. 19044 DRAWING DATE 11/12/2021 C6.1