HomeMy WebLinkAboutS-433007o,
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SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M.
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
03/ZQ25
2U UNAINAUL t5M I.
REC. NO. 87092311741
UTILITY CROSSING TABLE
CROSSING NO.
F.G.
UTILITY
PIPE SIZE (IN)
I.E.
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
1
438.43
12" SD
12
434.47
434.42
435.52
2.80
8" SS
8
430.90
430.85
431.62
2
438.38
12" SD
12
434.95
434.90
435.00
0.52
8" WA
8
433.66
433.61
434.38
3
450.63
12" SD
12
447.33
447.28
448.38
4.07
8" SS
8
442.49
442.44
443.21
4
450.62
12" SD
12
447.38
44733
448.43
0.51
8" WA
8
446.10
446.05
446.82
5
454.77
12" SD
12
451.45
451.40
452.50
4.09
8" SS
8
446.59
446.54
447.31
6
454.75
12" SD
12
451.50
451.45
452.55
0.50
8" WA
8
450.23
450.18
450.95
7
459.71
12" SD
12
456.38
455.33
457.43
4.26
8" SS
8
451.35
451.30
452.07
8
459.69
12" SD
12
456.43
456.38
457.48
0.59
8" WA
8
455.07
455.02
455.79
9
461.90
8" WA
8
457.68
457.63
458.40
2.90
8" SS
8
454.02
453.97
454.74
10
462.1
12" SD
12
458.75
458.70
459.80
3.65
8" SS
8 454.33
454.28
455.05
D'S,
D.R. STRONG 1 CITY COMMENTS
CONSUL TING ENGINEERS 2 CITY COMMENTS
ENGINEERS PLANNERS SURVEYORS
620 - 71h AVENUE KIRKLAND, WA 98033
04258273063 F 425.827.2423
N0.
11
REVISION
BD 04.02.251 YLP SURVEYED: JGR
BD 07.03.25 YLP T==B;D
DRAWN:
PHB
CHECKED:
YLP
BY DATE APPR APPROVED: YLP
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE • v
IF NOT ONE INCH
SCALE ACCORDINGLY
N
UTILITY CROSSING NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 811 AND THEN POTHOLING
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON
THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT
TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R.
STRONG CONSULTING ENGINEERS, LLC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
WITH CONSTRUCTION.
UTILITY CROSSING LEGEND:
n SEE TABLE ON THIS SHEET FOR UTILITY CROSSING TABLE AND DESIGN INFORMATION.
CROSSING NO TES.-
1. EXISTING WATER ASSUMED DEPTH 3-3.5 FEET.
2. UTILITIES TO BE INSTALLED WITH LESS THAN 1' CLEARANCE, PROVIDE ETHAFOAM PAD.
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH - 40 FT.
A00%k
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C TY OF
RENTON
Planning/Building/Public Works Dept.
S-433007
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Ar ` -�'
IL
yqi 08/07/2025 '
WASTEWATER UTILITY
jstowell 08/05/2025
DATE:
SO L E R RA 09.16.2024
COMPOSITE UTILITY PLAN FIELDBOOK:
PAGE:
10823, 10815, 10824 145TH PL SE C 12
RENTON, WASHINGTON 98059 SHEET:12 OF: 12
DRS PROJECT NO. 23033
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