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30' — 8"SS 49 LF-8"WATER / FIRE HYDRANT,GATE VALVES PER PLAN, 12"X6"TEE,6"PIPE, LENGTH PER PLAN-
L 81 SS— 81ISS t3"SS z W1 ASSEMBLY PER MERIDIAN SD W08 w
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10 a = Copyright c�2025
a$ W3 NON POTABLE CROSSING REFERENCE MERIDIAN WATER NOTES 2&3 SHEET C1.1 All rightsreseved. Reproduction or use in any form C)Q or by any means without written permission of 2
H — —' — — Breckon Land Design,Inc.is unlawful and subject to
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D X W7 8"TEE,VALVES PER PLAN
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2755 2755 EXISTING CONTOUR10
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�- — 8"SS-SEE SHEET C5.2 — — z
— — — — — — — - - -- - — _- - - - -
2725 2725 O D
3:
D � CAUTION NOTICE
z THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
Q ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS
2720 2720 OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN
THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. �,W
THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 a a o= W
Q HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE ` y W W c
3: 2715 2715 UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL I W ao Q U.W p F O
O EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON �� , 2 U o W?o r 1
v [EXISTING GRADE @ALIGNMENT � wCCag
2THE PLANS. V)Z �Y
PROPOSED GRADE @ ALIGNMENT
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j cm o vco Ln � � M cow � � vN L � L � Lq mN REVISIONS
M Ch N � oo a) 00oo 00oo ter` (0c6 L6 vL6 WATER NOTES LL
c� m M C,) C`') M Ch Cl) No. Date Description
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N N N N N N N N N N N N N N N N N N N N N N
1 ALL DISTANCES OF MAINLINE SHOWN IN PLAN ARE ASSUMED TO BE CENTERLINE Q
LENGTHS BETWEEN MAJOR FITTINGS
(_0 14+43.08 14+00 13+00 12+00 11+00 10+00 9+00
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C) 2. ALL WATER MAIN AND SERVICE CONSTRUCTION SHALL CONFORM TO THE CITY OF \
QMERIDIAN STANDARDS&DIVISION 400 OF THE CURRENT EDITION OF THE ISPWC. /
PROJECT NO.: O
0 3. SEE SHEETS C5.1-05.4 FOR SEWER PLANS&PROFILES 25027
B ) T W PLAN - E ESCALATION DRIVE DRAWN BY:
4 PIPE JOINT DEFLECTION SHALL NOT EXCEED 1/2 OF THE MANUFACTURERS CR
o STA 9+00 TO 14+50 ALLOWABLE DEFLECTION.CONTRACTOR SHALL VERIFY DEFLECTION CHECKED BY:
30 0 30 60 90 8 0 8 16 24 5. WATER SHALL HAVE A MINIMUM COVER OF 4' JB Q
0 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=8' 10/21/25
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SHEET NUMBER
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