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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
9
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHLANDS
8.5' PRIVATE STORM
DRAINAGE
EASEMENT
8. 5' PRIVATE STORM
DRAINAGE
_
= - - -
_ _
EASEMENT
5' PRIVATE STORM
'
DRAINAGE
5' PRIVATE STORM
EASEMENT
DRAINAGE
EASEMENT
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MIN. 5' CLEAR BETWEEN
m '
10 JOINT lJTIL/ TYI
NEAREST OUTSIDE EDGE
EASEMENT'1
',
OF PIPES (WA TO SS)
_77-
177
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UTILITY CONFLICT NOTE:
ROAD A 4
7.
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°
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\ ` MIN. 5' CLEAR BETWEEN
I NEAREST OUTSIDE EDGE
OF PIPES (SD TO SS)
`\
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\ I 5' PRIVATE STORM �
DRAINAGE
EASEMENT
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DRAINAGE
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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 UNOERGROUNOED 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.
AS -BUILT
NO AS-BUIL T INFORMATION ON THIS SHEET.
I/ CER77FY THAT 774E INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E• 212912024. "
1 i I
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423 N 0.
..WMEI
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UTILITY CROSSING TABLE
CROSSING NO.
F.G.
UTILITY
I.E.
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
1*
508.85
12" SD
505.45
505.40
8 1" WA
504.18
504.90
0.50
2*
504.05
12" SD
500.73
500.68
8 1" WA
499.46
500.18
0.50
3*
482.40
12" SD
479.13
479.08
8"" WA
477.86
478.58
0.50
4
482.45
12" SD
478.99
478.94
8" SS
470.31
471.03
7.91
5*
456.89
12" SD
451.20
452.25
8 1" WA
453.22
453.17
0.92
6
456.94
12" SD
451.09
451.04
8" SS
448.35
449.07
1.97
7*
455.52
12" SD
451.42
451.37
8 1" WA
450.15
450.87
0.50
8
455.71
10" SS
446.88
447.76
8 1" WA
452.04
451.99
4.23
9
455.50
12" SD
451.17
451.12
8" SS
446.76
447.48
3.64
10
437.55
10" SS
445.63
446,51
8 1" WA
453.06
453.01
6.50
11
456.53
12" SD
447.67
448,72
8 " WA
452.96
452.91
4.19
12
466,71
12" SD
446.03
447,08
EX. 8 " WA
463.04
462.99
15.91
13
455,23
EX. 12" SD
451.31
451.26
10" SS
442.78
443.66
7.60
14
473.79
12" SD
444.40
445,45
EX. 8" WA
470.12
470.07
24.62
15
439,91
10" SS
432.24
433.12
EX. 8" WA
435.24
436.19
3.07
16
437,55
EX. 24" SD
433.94
433.89
10" SS
431.61
432.49
1.40
17
444.15
10" SS
430.76
431.64
EX. 8" WA
440.48
1 440.43
8.79
18
511.20
8" SS
495.17
495.89
EX. 8 "' WA
507.53
507.48
11.60
*MINIMUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLATION OF ETHAFOAM PAD IS REQUIRED
**SEE PLAN AND PROFILE SHEETS FOR LOCATION OF OFFSITE UTILITY CROSSINGS NOT SHOWN ON THIS SHEET
FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE:
DJC
DESIGNED: AS NOTED
YLP
DRAWN:
GLB ONE INCH
CHECKED: AT FULL SCALE
YLP IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
YLP
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
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30' UAL/TY-
►-
EASEMENT
REC. NO.
20 10406000762
/t
50 0
-
•
C TY OF
RENTON
Planning/Building/Public Works Dept.
NORTH
R-409137
GRAPHIC SCALE
40 80 S-409113
1 INCH = 40 FT. W 409101
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
COMPOSITE UTILITY PLAN
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DATE:
09.05.19 �
FIELDBOOK:
PAGE: 2
nRAWINI: Nl•
16210 SE 134TH STREET C41
RENTON, WASHINGTON 98059 SHEET: OF:
41 41
DRS PROJECT NO. 17020