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VUECRES T ESTATES & VUECRES T {{ SHORT PLAT
SECTION 3l, TOWNSHIP 23 N, RANGE 5 E, W.M.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
1
CITY COMMENTS,
REVIEW 1
M&I
103.22.16
MAJ
SURVEYED:
SJs
2
CITY COMMENTS,
REVIEW 2
MAJ
06.06.16
MXI
DESIGNED:
3
CITY COMMENTS,
REVIEW 3
MAJ
08.25.16
MAJ
MAJ
4
CITY COMMENTS,
REVIEW 4
MAJ
10.21.16
MAJ
DRAWN:
YLP
5
MYLARS
3
MAJ
12.06.16
MAJ
CHECKED:
6
DRAFT AS-BUILTS
I MAJ
101.04.18
MAJ
MAJ
APPROVE
N0.
SD
REVISION
BY
DATE
771
APPR
UTILITY CROSSING TABLE
C
UT
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE FT
FG
1
SD
366.10
369.44
SS
362.70
3.40
2
SD
366.17
369.42
WA
364.67
1.50
3
SD
366.29
371.46
SS
363.73
2.56
4
SD
J67.49
371.43
WA
366.47
1.02
5
WA
365.90
371.56
SS
364.32
1.58
6
WA
370.70
374.98
SS
367.08
3.62
7
SD
368.13
375.16
SS
366.62
1.51
8
SD
369.29
375.09
WA
370.95
1.66
9
SD
372.05
377.60
SS
369.79
2.26
10
SD
373.80
377.60
WA
J72.74
1.06
11
SD
405.82
407.64
WA
404.32
1.50
F12-7
SD
238.81
24J.5T77771
EX. SD
239.88
1.07
NOTE: 8" WATER MAIN REQUIRES 3 FOOT MINIMUM COVER.
VUECREST II SHORT PLA T
015007232
AS -BUILT
"1 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 COND1710NS AS DETERMINED BY ME OR
UNDER MY DIRECT SUPERWS10N ON THIS DA TE:
111212018.-
SCALE:
/12/2018."
SCALE:
VERTICAL: 1988
C T Y 0 E
AS NOTED HORIZONTAL: NADAD 1 1983/183/1 991 t
RENTON
ONE INCH A
AT FULL SCALE Planning/Building/Public Works Dept
IF NOT ONE INCH
SCALE ACCORDINGLY
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
VUECREST ESTATES & VUECREST II
PAGE:
COMPOSITE UTILITY PLAN
09.28.15
C32
U15007217 / U15007232 SHEET OF:
32 33
DRS PROJECT No. 12102 R-387982
W-389701 S-389712
DRS PROJECT N0. 12102 R-387983
W-389702 S-389713