HomeMy WebLinkAboutC6.4 W PLAN - S WHITE RIDGE LANE ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYORS
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_LL �/$�� �199 LF-8"WATER— �/ �� �/ �� W1 FIRE HYDRANT,GATE VALVES PER PLAN, 12"X6"TEE,6"PIPE, LENGTH PER PLAN- w
7+00 —6+00— — 5+00 ASSEMBLY PER MERIDIAN SD W08
S WHITE RIDGE LANE — W3 — Copyright c�2025 60 Z
PROPOSED —SS 8 _ m I W3 NON POTABLE CROSSING-REFERENCE GENERAL UTILITY NOTES 2&3 All rights reserved. Reproduction or use in any form 0
EASEMENT 3 or by any means without written permission of 2
H Breckon Land Design,Inc.is unlawful and subject to 0
\ W3 i criminal prosecution. w
W6 INSTALL DOUBLE 3/4"WATER SERVICE PER CITY OF MERIDIAN SD W1 &W3 w
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D W7 8"TEE,VALVES PER PLAN o
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w6 \2;'04, M LINEWORK LEGEND w o
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2735 3 EXISTING PROPERTY LINE
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0G — — — PROPOSED RIGHT OF WAY
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PROPOSED LOT LINES
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MATCHLINE-SEE SHEET C6.1 EXISTING CONTOUR _ I
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2760 2760 I ' I I I I a
F o 2730 PROPOSED CONTOUR C,/n W W =
PROPOSED EASEMENT !'
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0 2755 2755
PROPOSED SEWER MAINLINE
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2750 2750 W8// PROPOSED WATER MAIN Q
E � IR PROPOSED GRAVITY IRRIGATION LINE
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1), 2745 2745 4"PI — PROPOSED PRESSURE IRRIGATION LINE N
� 2740 2740 O LOT NUMBER T < 0
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PROPOSED GRADE U
01 2735 EXISTING GRADE 2735
CAUTION NOTICE O
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z 4"PI CROSSING 18"MIN. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
2730 — STA=5+39.00 2730 ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS 1
n 8"W OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN
_ 8"W I THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. W W y z
LIJL I THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 a c C o z e
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Q — — — 8"SS-SEE SHEET C5.4 = _ — — _ — — — I I HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE e y W LU C�� 0
3: 2725 — — — — — _ — 2725 UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL �� W Cc Q o o p
O —LJ EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON �� H , ?v o W?o z r ,
�a THE PLANS. C0; pp zQC9QC O
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WATER NOTES REVISIONS LL
v 2715 2715 No. Date Description
EXISTING GRADE @ ALIGNMENT 1 ALL DISTANCES OF MAINLINE SHOWN IN PLAN ARE ASSUMED TO BE CENTERLINE Q
LENGTHS BETWEEN MAJOR FITTINGS
c j PROPOSED GRADE @ ALIGNMENT w
fl 2710 2710 ALL WATER MAIN AND SERVICE CONSTRUCTION SHALL CONFORM TO THE CITY OF \
Q 2. MERIDIAN STANDARDS&DIVISION 400 OF THE CURRENT EDITION OF THE ISPWC. /
v PROJECT NO.: 0
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ocov M y M M m M M M M 3. SEE SHEETS C5.1-05.4 FOR SEWER PLANS&PROFILES 25027
B N N N N N N N N N N N DRAWN BY:
4 PIPE JOINT DEFLECTION SHALL NOT EXCEED 1/2 OF THE MANUFACTURERS CR
ALLOWABLE DEFLECTION.CONTRACTOR SHALL VERIFY DEFLECTION CHECKED BY:
7 50 7+00 6+00 5+00 4+50
5. WATER SHALL HAVE A MINIMUM COVER OF 4' JB Q
0 10/21/25
W PLAN - S WHITE RIDGE LANE 0
SHEET NUMBER
A N STA 4+50 TO 7+50
30 0 30 60 90 8 0 8 16 24
C6.4
HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=8'
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