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HomeMy WebLinkAboutC6.0_Off Site Water Plan V10 w 0 of U N 9 ll t59LF 8" P 1 T9LF 6" PVC-1 t156LF 12" PVC <8"SS t6LF 12" PVC Lj t13LF 12' PV( �I t6LF 12" w ,,, „_„ t196LF 12" F < 13 K I " w J w u I 3 I ICI a I i w 3 Iry I 16 If I I W I I I I w I I N J I l e� 30.00' SEWER/ WATER EASEMENT t33LF 12" PVC INSTALL 12"x8" REDUCER AND 8" BLIND FLANGE FOR FUTURE 8" WATER MAIN EXTESION -CONNECT TO EXISTING 12" WATER MAIN WATER NOTES \ UTUR�1 E BINGLEY DRIVE (PUBLIC) � F \ \ \ t13LF 6" PVC 6 \ \ \ b t23LF 12" PVC t87LF 12" PVC 1 \ \ g 1 1 7 t130LF 12" PVC \ \ 03 _ G3 7 \ �W EG EG EG \ i sss PVC h oW � Ne / I is I E PHASE I EUTUR I I \ I I KEYNOTES 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. 1 6 �3 t13LF 6" PVC t66LF 12" PVC \\~ 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. 2O INSTALL 12" GATE VALVE AND 2" BLOW -OFF ASSEMBLY WITH CONCRETE COLLAR FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W 13. 3O 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. ZSTUB 8" WATER MAIN \ 3 FOR FUTURE TIE-IN Q L\ \ . PHASE 2 \ FUIURI .00.�LF6 PVC-, IV \ ��__ 5'� E BINGLEY LANE (PVT) 1 1 1 _--.- �3\ 1 - - - - - - t191LF 12" PVC r u V-9 1 t13LF 6" PVC 6 Q W t109LF 12" PVC ' Lu b ti 1 t75LF 12" PVC 7 o cC t37LF 12" PVC ' V% G3 NQ. 1 1 9 Lu 03--- - -- 14 9 Lu 03 W i EG <8"SS �, 1 t71LF 12' PVC y „ i� 3 PHAS 011.25' ELBOW (MJxMJ) ® 22.5' ELBOW (MJxMJ) O 45' ELBOW (MJxMJ) 10 12x8 CROSS (FLGxFLGxFLG) 11 12x12 TEE (FLGxFLG) 12 12x8 TEE (FLGxFLG) 0Bx8 TEE (FLGxFLG) 14 12" GATE VALVE (FLGxMJ) 15 8" GATE VALVE (FLGxMJ) 0 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. E EG <8 SS EG EG L�LI 11 t21LF 12" PVC Z 16 J t19LF S" PVC WI I 6 U t47LF 8" PVC II Q WI I t13LF 6" PVC 1 II I 20.00' WATER ' I I WI I MAIN EASEMENT II I I I I WI I 14.00' GRAVEL II I I ACCESS ROAD I t347LF 8" PVC �1 I I I I I I I I I MATCHLINE - SEE SHEET C6.1 N (I ) 0 30 60 120 180 SCALE: 1 " = 60' \ONAL F ,_ GENSp' tiV 69�0 11-12-21 �OST'�TF OF \OPT �Q� FM M. Gam/ `YJ i JW >�o o y C Ll N3 rn- O00 � � X O G] Li 04 0 Ev E u �i w a 0 3 a I Z a z w 0 3 a I � U u v o m z e DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 Z Z Z Q (n Z J Q J d (\%1 d 0 Lu LIJ Q m ZD N g Lu > LU LUIN/0 Q1 Lu a IL LL m p CSW PROJECT NO, 19044 DRAWING DATE 11/12/2021 C6.0