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HomeMy WebLinkAboutConstruction Drawings_Part16 m ENS F� 0 16970 7-17-24 of`OP' �Z NNE M.GAP w �i° 12"x12" CROSS (FLGxFLG) L w N 1- 12" GATE VALVE (S) LL U o jI z (2) 12"x8" REDUCERS (N+E) J - o (2) 8" GATE VALVES (N+E) J < 1 Lq w w (2) 8" BLIND FLANGES (N+E) N Y w � cn 0' �G— — — f209LF 12" PVC — — ��— — — —r — 0 25 50 100 150 O ' � <s"ss s — W � E EG EG EG t19LF 12" PVC o — — — I s 6 >� D SCALE: 1" = 50' �Z�! 1 0 j� J r-i a in Lr) 00 0 1 � � z o w0 L: — - - - - 17 xo v _ _ cf) _ �� j I I I WATER NOTES Co Ld U UJ M d @) O � ¢ / 4' / I I I 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC AND THE m E " w U) 6 I MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. /� / fu 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. °' / t47LF 12" PVC � / I I BLOCK 5 I 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER MERIDIAN SD-W6. , Lu w 6 BLOCK 5 I 4 I 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. .� t59LF 12" PVC ' w CD 4 v, I I 5. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR OVER A SEWER OR 1-- 1: _ I I WATER MAIN. THIS INCLUDES BUILDINGS, CARPORTS, TRASH ENCLOSURES, TREES, DEEP ROOTING N N N 6 15 14 13 12 11 10 9 8 7 6 5 BUSHES, ETC. 0 0 0 Q 0 NI t41 LF 12" PVC I I 12"x12" TEE (FLGxFLG) 3 2 1 Ji \ \ \ � ¢ cn 9 . 6 3 4 4 4 4 4 I 12 GATE VALVE (W) 3 4 o °O 25 g p g 5 t9LF 6" PVC 12"x8" REDUCER (E) t9LF 6" PVC c\o n n 9 9 - � �� 5 � � 9 9 8 GATE VALVE (E) i i o 0 0 � Z w 12"xl2" TEE (FLGxFLG) I 10 R t42LF 8" PVC w 12"x8" REDUCER (S) a I F I Z (2) 8" GATE VALVES (S+E) I ° o o• ° ° o a s KEYNOTES O OF U I 24 — — B.O. z —f353LF 12" PVC. W. BISCUITROOT ST — _t182LF 12' PVC_ z 5 � � — 10 t134LF 8" PVC O REMOVE EXISTING 4" BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 12" PVC WATER MAIN. g 4 <8"Ss <8"SS 2 w N n <8"Ss - BLOW-OFF MAY BE REUSED ON SITE. MAKE COMPATIBLE CONNECTION TO EXISTING 12" PVC Q � 0 g WATER MAIN. o � M d M o > > < Lu z o 23 8O INSTALL 8" GATE VALVE AND 2" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR FUTURE a Q a w 610 d'o g g g 9 a WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. � z z BLOCK 1 N t41LF 8" PVC n g I U) g g < 1 �n 1 5 4 4 4 cn I w < a 0 4 CID 3 6 6 O3 INSTALL SINGLE 1 WATER SERVICE LINE AND 3/4 METER SETTER PER CITY OF MERIDIAN o z t9LF 6" PVC 4 4 SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. L U) -09 2 2 1 7 16 1 5 14 13 12 1 1 10 9 0 4 ® INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN Q p Q g g SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. z < 5 5 BLOCK 3 I �_ OZ 0 21 g c BLOCK 4 O5 8x6 TEE (MJxFLG) 1 8 I I 6" GATE VALVE (FLGxMJ) "' v _ 6" WATER MAIN (LENGTH PER PLAN) o Y PI 8 PI PI g 4 g _ FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. N U PI PI 4 8 w 0 � 1 4 � 4 5� 12x6 TEE (MJxFLG) a m Q - Lon 20 4 11 N 6" GATE VALVE FLGxMJ ( ) DESIGNED: C. GRAHAM O g g I 6" WATER MAIN (LENGTH PER PLAN) 1 _ t191LF 8" PVC 3 1 3 FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. DRAWN: L. HAASE V) � g ') BLOCK 4 n I CHECKED: C. GRAHAM �' © 12" 11.25' ELBOW (MJxMJ) N 19 20 21 22 23 24 25 26 27 ao APPROVED: C. GRAHAM w a CO 19 � ri o Lu 10 t35LF 8" PVC 4 O7 8" 45' ELBOW (MJxMJ) z0 o M 7 4 t9LF 6" PVC 4 4 3 2 3 g 2 g g 5 3 I ® POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. PREPARED FOR: 9 5 g g g tsLF s" Pvc p18 3 7 8 4IV - a O9 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. G20 LLC L 4 p 8 10 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" PO BOX 593 t112LF 8" PVC B.O. VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. SEE EAGLE, ID 83616 o 0 W. MINARET ST _t320LF 8" PVC_ — _ t77LF 8" PVC t173LF 8" PVC_ — WATER NOTE #2 SHEET C0.1. < w c/D 0 17 " <8"SS — �, � I <s''ss <8"ss s _ 2 1 � — — — — 1 1 INSTALL 2" WATER SERVICE LINE AND 2" METER SETTER PER CITY OF MERIDIAN SD-W4 FOR J I 8 BACKUP PRESSURE IRRIGATION SERVICE. SET METER ELEVATION ACCORDING TO CITY OF 9 9 g MERIDIAN SD-W6. A DEQ APPROVED REDUCED PRESSURE BACKFLOW DEVICE IS REQUIRED. g g g 9 w 9 9 I I 4 4 4 4 4 4 < > 3 4 < N 12"xl2" CROSS (FLGxFLG) ' I 10 9 8 7 6 5 4 3 2 w 1 15 14 13 12 11 Z 1 � 12" GATE VALVE (N) 4 tA (2) 12"x8" REDUCERS (W+E) w I _(N (2) 8" GATE VALVES (W+E) 90 I BLOCK 1 vi I ■ O 80 BLOCK 2 O I BLOCK 1 Z � N 10� I * PI PI PI — — — z w ,1 I O PI PI — — Pi PI PI Z Q = w 1 1 Q ~ a 12"W 12"W z (n 12"WLu G W 5 - - _ _ _ _ 2 w Z — — 12' W. GRAND MOGUL DRIVE m Lu �I R 12 W — — ' — — — — — — — — — — — — — — — — — — \ 80 z SEV� o U C3 SEW Q c> J J V) Y O 3 cs w J w d w U cV O N CSW PROJECT NO. 19005 DRAWING DATE 07/17/2024 O O