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SDCB
RIM=436.35
CPP=433.75(N,S)
2"CPP=432.15(N)
12"CPP=430.77
TRANSFORMER(N) -
SDCB
RIM=433.00
12"CPP=430.23(N)
12"CPP=429.78(E)
12"CMP=429.05(W)
WIRES DOWN(S)
SDCB
RIM=429.85
12"CPP=427.27(S)
SSMH
RIM=430.28
8"PIPE(N,S)
CHANNEL=421.53
RANSFORMER(N)
WIRES DOWN(S)
W
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
II I O V- I U. L J. A U. L C,
II 4'HWF IS 1.0'S. OF R
III SF)(.R
UTILITY CONFLICT 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 AT 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 ON THE UNVERIFIED PUBLIC INFORMATION AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUNDING NO TE.•
POWER LINES TO BE UNDERGROUNDED FROM EXISTING POWER POLES. POWER PLANS
TO BE PROVIDED BY PUGET SOUND ENERGY. ALL EXISTING AND NEW UTILITIES IN
FRONTAGE AND WITHIN SITE ARE REQUIRED TO BE UNDERGROUND.
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SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
CEDARS A T THE HIGHLANDS
SSMH
RIM=425.61
IE DROP=417.21
8"PVC (N,E,S)
CTR CHANNEL=403.90
4'HWF CORNER IS
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R M H421.45
STORM DR INAOE g"PVC (N,S)
' I CTR CHANNEL=403.70
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UTILITY CROSSING TABLE
CROSSING NO.
F. G.
UTILI TY
1. E.
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
1
432.92
12" SD
429.26
429.21
16" WA CASING
427.49
428.71
0.50*
2
431.73
8" WA
427.91
427.86
30" SD
424.43
426.98
0.88*
3
431.58
12" SD
429.00
428.95
8" WA
425.84
426.56
2.39
4
431.53
12" SD
428.55
428.50
30" SD
423.84
426.39
2.11
5
427.34
12" SD
424.95
424.90
16" WA CASING
423.18
424.40
0.50*
6
427.48
12" SD
424.88
424.83
8" SS
419.43
420.15
4.68
7
427.37
12" SD
424.81
424.76
30" SD
421.68
424.23
0.53*
8
424.30
12" SD
421.96
421.91
16" WA CASING
420.19
421.41
0.50*
9
424.43
12" SD
421.89
421.84
8" SS
416.26
416.98
4.86
10
424.35
12" SD
421.82
421.77
30" SD
418.65
421.20
0.57*
11
422.48
15" SD
417.93
417.88
12" WA CASING
416.16
417.38
0.50*
12
422.25
15" SD
418.00
417.95
8" SS
414.00
414.72
3.23
13
422.02
15" SD
418.07
418.02
30" SD
414.99
417.54
0.48*
14
421.66
8" SS
411.47
411.42
12" SD
405.09
406.14
5.28
*MINIMUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLATION OF ETHAFOAM PAD IS REQUIRED.
1 CITY COMMENTS 02.19.19
D.R. STRONG 1 CITY COMMENTS 05.03.19
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0 425 827 3063 F 425 827 2423
NO. I REVISION
DRD 04.11.19 YLP SURVEYED:
JGR
CYW 06.20.19 YLP DESIGNED:
YLP
DRAWN:
GLB
CHECKED:
YLP
BY DATE APPR APPROVED
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
NORTH
GRAPHIC SCALE
0 210' 40' 80,
�
1 INCH = 40 FT.
C TY OF
RENTON
Planning/Building/Public Works Dept.
W-405401
S-405405
R-405423
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
bbannwarth 07/01 /2019 %jl
CEDARS AT THE HIGHLANDS
COMPOSITE UTILITY PLAN
14120160TH AVENUE SE
RENTON, WASHINGTON 98059
01.29.19
PAGE:
C28
I
HEET: OF:
28 28
DRS PROJECT NO. 16041
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