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SE 1/4 SECTION 37,
TOWNSHIP 23 N, RANGE
5
E, W. M.
VUECRES T ESTATES
8 VUECRES T
l/
SHORT PLAT
CULVERT PLAN VIEW
OWNERSHIP NO TE:
CULVERT TO BE OWNED AND MAINTAINED BY THE CITY OF RENTON.
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
AS -BUILT
"l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON 7HIS DA 7F• 1/12/2018. "
•I
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
380
360
01
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DO
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CO
BY:
00
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0+00 0+20
SECT/ON A -A
0+40
0+60
NO TE:
SEE CONTECH ENGINEERED SOLUTIONS, LLC MULTI—PLATE SINGLE RADIUS ARCH DETAILS THIS PLAN SET.
*Depth of dense native till
to be approximately 5 feet.
Note, Backfill Over Culvert
per Civil Plans
Approximate
Existing Grade
_99 : 4- 41
'{o..a'�
4ff9pq �a
wA6a9�,.�
Dense Native Till
Sub -grade
(Geotechnical Engineer to Confirm)
Filter
3' max_
Arch Culvert per Plans
Match Approximate
Existing Grade ---- --- -
1 Man Rack Armoring
12" of 1 1121' Clean
7 —3.1 Crushed Rock
0+80
Note: Backfill Over Culvert
per Civil plana
Rater
I
I Faf�rtc�-"^
3' max ,"• j+
s•
is
T
1+00
Approximate
Existing Grade
*Depth of dense native till
'• Is antlapated
to be approximately 5 feet,
Dense Native Till
Subgrade
(Geotechnical Engineer to Ganfirm)
NOTE, Thggraphics shoran cn ws Weara not lniended iordedgn
purpa®Bavr pred89 sole meSt+vwenM bpi A lo iluatrata the
approximate proposed eta Feahxes, The Information illugraW
Is largely based on dela provided by lha dient N the line of aur
study. ED" cannot be reapanWsfcr subsequeng design charVas
Dr Interpretation cf the data by others,
NDTE� This plate may cant8ln areas d calor. ESN4'i owfiol to
responsiG6e for any subsequent mlairrter mailon of to information
resulting 'w black a 0141 repr0&0ws of this plate.
1 CIN COMMENTS, REVIEW 1 MAJ 03.22.161 MAJ SURVEYED: SCALE:
`.�l.S` VERTICAL: NAVD 1988
2 CIN COMMENTS, REVIEW 2 Mal 06,06.16 Mal AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
3 CIN COMMENTS. REVIEW 3 Mal 08,25.16 Mal Mal
4 CIN COMMENTS. REVIEW 4 Mal 10,21.16 Mal DRAWN:
YLP ONE INCH ���
5 MYLARS MAJ 12,06.16 MAJ CHECKED:
MAGI AT FULL SCALE
6 DRAFT AS—BUILTS Mal 101,04,18 Mal IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
N0. REVISION BY DATE APPR Mal
380
BY OTHERS
360
1' AGGREGATE
COMPACTED MA
M
M
M
CUL VERT CENTERLINE
' --�"" " � EX/STING GRADE
J 1� 1 L. 5,
I \® SECT B7 B
KETLAND EDGE
1' OFFSET FROM FOOTING
3' VERTICAL, 1: 1 TO EXISTING
rn
12" to 18" of 518"
BY:
Clean Crushed Rack
BY:
12' of Crushed Aggregate,
.•6 :�'
per Croll Plans
0+80
Note: Backfill Over Culvert
per Civil plana
Rater
I
I Faf�rtc�-"^
3' max ,"• j+
s•
is
T
1+00
Approximate
Existing Grade
*Depth of dense native till
'• Is antlapated
to be approximately 5 feet,
Dense Native Till
Subgrade
(Geotechnical Engineer to Ganfirm)
NOTE, Thggraphics shoran cn ws Weara not lniended iordedgn
purpa®Bavr pred89 sole meSt+vwenM bpi A lo iluatrata the
approximate proposed eta Feahxes, The Information illugraW
Is largely based on dela provided by lha dient N the line of aur
study. ED" cannot be reapanWsfcr subsequeng design charVas
Dr Interpretation cf the data by others,
NDTE� This plate may cant8ln areas d calor. ESN4'i owfiol to
responsiG6e for any subsequent mlairrter mailon of to information
resulting 'w black a 0141 repr0&0ws of this plate.
1 CIN COMMENTS, REVIEW 1 MAJ 03.22.161 MAJ SURVEYED: SCALE:
`.�l.S` VERTICAL: NAVD 1988
2 CIN COMMENTS, REVIEW 2 Mal 06,06.16 Mal AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
3 CIN COMMENTS. REVIEW 3 Mal 08,25.16 Mal Mal
4 CIN COMMENTS. REVIEW 4 Mal 10,21.16 Mal DRAWN:
YLP ONE INCH ���
5 MYLARS MAJ 12,06.16 MAJ CHECKED:
MAGI AT FULL SCALE
6 DRAFT AS—BUILTS Mal 101,04,18 Mal IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
N0. REVISION BY DATE APPR Mal
380
BY OTHERS
360
1' AGGREGATE
COMPACTED MA
M
M
M
CUL VERT CENTERLINE
' --�"" " � EX/STING GRADE
J 1� 1 L. 5,
I \® SECT B7 B
KETLAND EDGE
1' OFFSET FROM FOOTING
3' VERTICAL, 1: 1 TO EXISTING
rn
Date:
BY:
N
BY:
Date:
BY:
Date:
N
r7
r7
r7
r7
r7
0+00
SECT/ON B -B
0+20
0+40
RECOMMENDED FOR APPOVAL
BY:
Date:
BY:
Date:
BY:
Date:
BY:
Date:
C TY 0E VUECREST ESTATES & VUECREST II 09.28.15
FIELDBOOK:
R E N TO N SINGLE RADIUS ARCH DETAILS PAGE:
DRAWING N0:
Planning/Building/Public Works Dept. C23
U15007217 / U15007232 SHEET: OF:
23 33
DRS PROJECT N0. 12102 R-389773