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CC - Water Plan m ENS F� N 16970 11-12-21 C)o���rF OF Id Id / 0 40 80 160 240 I t23LF 8" PVC 'n 11 12 13 14 15 I 16 17ft� i Y I 5 t 139LF 8" PVC SCALE: 1" = 80' � 2 1 1 9 5 5 8 f43LF 8" PVC 19 w I 1 1 16 1 18 / \ W V) 8 4 \ J _ _ >� D U t153LF 8" PVC ' $"SS' 8 20 \ (UREPNPS WATER NOTES 9 1 3 z 1 \ F 0 o ch 16 15 9 1 f43LF 8" PVC 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC X rn p ° \ AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. O 5 I 6 t32LF 8' PVC o 4 cow V) - f43LF 8" PVC U) u 00 cn 8 1 f13LF 6" PVC I 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. a p @ oN g t79LF 8" PVC m E I � 1 1 17 c I 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER w I fu I 5 91 6 21 MERIDIAN SD-W6. 7 1 4 _ 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER URE PNPSE 1 90 93 N 4 AREAS COVER OVER WATER MAIN SHALL BE 4 FEET.cf) , Fv 5 �I f291LF 8" PVC �I \\ 00 w 6 N f9LF 6" PVC BLOCK 3 00 1 94 5 1 I w 89 22 5 I KEYNOTES O a \ Lu - I 95 / O HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN WITH 12"xl2" TAPPING SADDLE o 5 88 4 AND 12" GATE VALVE. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. Pi CD z 4Lij 1.1 J 16 \ O2 INSTALL 8" GATE VALVE AND 2" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR o 96 Y \ FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. z t 13LF 6" PVC 5 ¢ - - 4 87 af CO I O CAP WATER MAIN AND MARK TO SURFACE FOR FUTURE WATER MAIN EXTENSION. Z ' } g 3 1 ~ 4 z 6 97 u I ® INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF n i - - J BLOCK 3 I Of MERIDIAN SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF w - - a 4 MERIDIAN SD-W6. o BLOCK3 cn v Sn t417LF 8" PVC I a 1 - a 86 � O5 INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF - - - - T I MERIDIAN SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF U) I t234LF 8" PVC 98 I 0 E BINGLEY LN 16 5 23 MERIDIAN SD-W6. o cn z � - © 8x6 TEE (MJxFLG) 6" GATE VALVE (FLGxMJ) Q ' I 85 99 I 6" WATER MAIN (LENGTH PER PLAN) Z o LIJ I 5 I FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. W n 1 o_ = I 103 102 °v° 1 1 © 12x6 TEE (MJxFLG) f464LF 12" PVC I f9LF 6" PVC 84 100 4 " 16 6" GATE VALVE (FLGxMJ) v_ I 6 I 15 10 I I 6" WATER MAIN (LENGTH PER PLAN) W 1 1 1 1 1 1 4 1 t198LF 12" PVC 6 15 I FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. w o W __ f9LF 6" PVC--,,,, 29 g (/� 03 _ 11 4 O7 11.25' ELBOW (MJxMJ) DESIGNED: C. GRAHAM <8"SS E CEDARHURST LN BLOCK 3 DRAWN: C. GRAHAM 0 � EG Ec` I I 8 22.5' ELBOW (MJxMJ) Lj z �w T-- 14. Id° 14 CHECKED: C. GRAHAM 3 w 5 1 15 t51LF 12" PVC O9 45' ELBOW (MJxMJ) U)i 6 16 28 APPROVED: C. GRAHAM J f41LF 12" PVC 16 58 72 4 f153LF 12" PVC 30 o 1 1 0 12x8 CROSS (FLGxFLGxFLG) z0 M a I I 54 55 56 I 1 �I 24 25 26 27 4 o U 3 5 � 16 t271LF 8" PVC R f9LF 6" PVC 4 I 11 12x12 TEE (FLGxFLG) PREPARED FOR' BLOCK 3 14 4 1 7 1 59BLOCK 3 71 5 1 1 Id 1 Ild 1 9 t56LF 8" PVC 1 2 12x8 TEE (FLGxFLG) P G BO X LC lIv O O 593 w I I I 13 8x8 TEE (FLGxFLG) 53 1 6 E ENGLEHART LN _ I EAGLE, ID 8361 6 Q1 1 60 70 11 I 8"SS> 9 31 I 14 12" GATE VALVE (FLGxMJ) E TORE PNA51 I 5 I 4 1 5 BLOCK 3 1 1 1 1 8" GATE VALVE (FLGxMJ) J ' Fv I 52 t349LF 8" PVC � 4 4 z b1 69 a t114LF 8" PVC _ 16 I POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET COA. Y 1 5 74 75 76 77 w 4 V > 1� POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. f269LF 8 PVC z 1 51 1 �I 5 1 V) a w ilk62 68 t190LF 8" PVC o 32 18 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" 1 VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT J II I 5 N 3 7 16 I CROSSING. SEE WATER NOTE #2 SHEET C0.1. r W STUB 8" WATER MAIN 50 1 00 � O 0w FOR FUTURE TIE-IN t14LF 6" PVC I kn I I 67 5 BLOCK 3 00 O 6 v z o II I 3 f51LF 8" PVC L t73LF 8" PVC 5 82 81 80 79 1 33 I V) I I 49 1 BLOCK 3 1 18 9 w I I 15 18 6 f9LF 6" PVC 4 1 64 66 18 f373LF 8" PVC 6 I z z WI - - - - - - 1 5 - - I 1 8 6 16 I f9LF 6" PVC 9 4 O J z 13 I 16 16 16 f9LF 6" PVC 15 1 4 1 1 1 (n I _ 15 5 4 — Q = INSTALL 12"x8" REDUCER I I > J - - - - - E VADONIA LN - lk - - - - - 1 6 AND 12' BLIND FLANGE -- 8"SS> 8"SS> 8"SS> <8"S-S cn FOR FUTURE 12" WATER 6LF 8 PVC W I MAIN EXTENSION f5 m C w w I 4 13 1 13 1 16 13 1 .. 1 w l 4 35 � W t26LF 8" PVC I 4 4 t12LF 8" PVC I ILA > Q t252LF 8 PVC 4 t228LF 8" PVC t208LF 8" PVCJ t41LF 8" PVC 4 Z Q Ce Ce 46 45 44 43 42 41 40 39 38 37 W C \ I 36 J BLOCK 3 I 0 BLOCK 3 Y t t un P♦ PI PI PI PI PI PI PI W I- V) J C) I o I / N CSW PROJECT NO. 19044 DRAWING DATE 11/12/2021 O @ C6m 1