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FIRE HYDRANT,GATE VALVES PER PLAN, 12"X6"TEE,6"PIPE, LENGTH PER PLAN w
W1 ASSEMBLY PER MERIDIAN SD W08
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O 2 O Copyright c�2025 z
W3 NON POTABLE CROSSING REFERENCE GENERAL UTILITY NOTES 2&3 All rights reserved. Reproduction or use in any form o
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or by any means without written permission of 2
H Breckon Land Design,Inc.is unlawful and subject[0 0
criminal prosecution.
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co N N N o M CAUTION NOTICE a W W y
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Q N N N N N N N N N N N N N N N N N " � y
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR \� y m p
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS �� 2 W W 2 C 1
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�a 7+50 7+00 6+00 5+00 4+00 3+50 OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN / p R W W v
c� THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. ��/ m a Z§a o m
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THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 ,�Q�v �W
C o HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE Q 2 ukj
UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL v O
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
W PLAN - S M O N D T MEADOWS THE PLANS. REVISIONS L.L
v No. Date Description
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STA 3+50 TO 7+50 0
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can 30 0 30 60 90 8 0 8 16 24 w
Q WATER NOTES
v HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=8' PROJECT NO.: O
01� 1 ALL DISTANCES OF MAINLINE SHOWN IN PLAN ARE ASSUMED TO BE CENTERLINE 25027
O LENGTHS BETWEEN MAJOR FITTINGS
B DRAWN BY:
ALL WATER MAIN AND SERVICE CONSTRUCTION SHALL CONFORM TO THE CITY OF
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MERIDIAN STANDARDS&DIVISION 400 OF THE CURRENT EDITION OF THE ISPWC. ^
CHECKED BY: L.L
3. SEE SHEETS C5.1-05.4 FOR SEWER PLANS&PROFILES JB Q
0 4 PIPE JOINT DEFLECTION SHALL NOT EXCEED 1/2 OF THE MANUFACTURERS 10/21/25
ALLOWABLE DEFLECTION.CONTRACTOR SHALL VERIFY DEFLECTION O
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01 5. WATER SHALL HAVE A MINIMUM COVER OF 4' SHEET NUMBER
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