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5+�� W3 PLAN-CONTRACTOR TO VERIFY LOCATION &ELEVATION or by any means without written permission of 2
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CAUTION NOTICE I�WCy z ILLI 2710 \ 2710 a o00� C►
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\ I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR \ LOU,In Q C
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o I ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS �� ?v W 2 0, r ,
U OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN R t9 Q C W W v
c� 2705 — 2705 THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. / m]a q Q o ao
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THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 C4 Q O v 9 W
C o HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE Q? W
d UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL v O
2700 2700 EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON REVISIONS
CIDTHE PLANS.
[EXISTING GRADE @ ALIGNMENT No. Date Description
� PROPOSED GRADE @ALIGNMENT
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Q CN M0 � C N � p � � � N � C � R �, N � o WATER NOTES /
C) V L6 V4 M MM NN c�i o 0 oN oN N PROJECT NO.: O
i M M M M M M M M M M M m M m M M M m M M M M M M
N N 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 25027
B LENGTHS BETWEEN MAJOR FITTINGS DRAWN BY:
9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+50 2 ALL WATER MAIN AND SERVICE CONSTRUCTION SHALL CONFORM TO THE CITY OF CR
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
T DATE:
W PLAN - E ESCALATION DRIVE 0 4. PIPE JOINT DEFLECTION SHALL NOT EXCEED 1/2 OF THE MANUFACTURERS 10/21/25
ALLOWABLE DEFLECTION.CONTRACTOR SHALL VERIFY DEFLECTION
N STA 2+50 TO 9+00
5. WATER SHALL HAVE A MINIMUM COVER OF 4' SHEET NUMBER
A 30 0 30 60 90 8 0 8 16 24
HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=8' C6.1
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