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MA TERIAL TO BE
ASTM A 36 %4"
PLATE GALVANIZED
AFTER FABRICATION
PER ASTM A 123
ALL HOLES
3/4" DIAM.
PIPE CLAMP,
HILL HOLDER ANCHOR BY HD
FOWLER, OR EQUAL
1" MAX, ROUND OFF SQUARE f
EDGES AFTER CUT f
E
e}
a
4
12'"
PLA TE DETAIL
12" LONG SMOOTH
COUPLING BAND
NUT ABOVE AND BELOW PLATE
PLATE (SEE DETAIL)
THREADED ADAPTER WITH
14" THREADED ROD
-1 �" SQUARE
SHAFT
-10" SINGLE FLIGHT ANCHOR
BY AB CHANCE
NO TE
ALL ANCHORS AND HARDWARE SHALL BE GALVANIZED.
HDPE SLOPE ANCHORS
l0:irlf«0LfC/11,KA
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
HORIZON TA DA TUM:
NAD 1983/91 PER CITY OF RENTON MONUMENTS.
UTILITY CROSSING NOTE:
OUTILITY CROSSING, REFER TO C32 FOR DETAILS
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NUMBER 1872:
FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN
MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH
PLACE S. ELEVATION = 319.47 FEET.
2. CITY OF RENTON CONTROL POINT NUMBER 1227:
FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN
MONUMENT CASE ELEVATION = 54.78 FEET.
I\
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
N IS
AS -BUILT
SE 1/4 SECTION 31,
TOWNSHIP 23 N, RANGE
5
E, W.M.
VUECRES T ESTATES
& VUECRES T
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SHORT PLAT
CB 23, TYPE 2-48"
\\ \ STA. 02+94.80 (SIR.)
\ 250.59 RIM :Rf„9.99
\\ 245.79 12" lE T (E) IN
242.35 12" lE 4 (W) OUT
CONNECT TO:
EXISTING TYPE2 48 CB
RIM 243. �7 (A� \ \
IE T NEW 12`
235.12 ,
\
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"I CER77FY 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 CONDITIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DA TE: 111212018."
•I
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
3+20 2+80 2+40 2+00 1+60 1+20 0+80 0+40 0+00
1 CITY COMMENTS, REVIEW 1 Mal 03,22.16 MAI SURVEYED: SCALE:
`is VERTICAL: NAVD 1988
2 CITY COMMENTS, REVIEW 2 MAI 06,06.16 Mai DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
3 CITY COMMENTS, REVIEW 3 MAJ 08,25.16 MAI MAJ
4 CITY COMMENTS, REVIEW 4 Mal 10,21.16 MAI DRAWN:
YLP ONE INCH wIN'���
5 MYLARS MAI 12,06.16 MAI CHECKED: DA
TU
AT FULL SCALE
6 DRAFT AS—BUILTS MAJ 01,04,18 MAI IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
N0. REVISION BY I DATE I APPR I MAJ
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
C TY OF VUECREST ESTATES & VUECREST II 09.28.15
FIELDf300K:
RENTON STORM OUTFALL PLAN AND PROFILE PAGE:
DRAWING NO:
Planning/Building/Public Works Dept. 0 C21
U15007217 / U15007232 SHEET OF:
21 33
DRS PROJECT NO. 12102 R-389771
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"I CER77FY 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 CONDITIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DA TE: 111212018."
•I
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
3+20 2+80 2+40 2+00 1+60 1+20 0+80 0+40 0+00
1 CITY COMMENTS, REVIEW 1 Mal 03,22.16 MAI SURVEYED: SCALE:
`is VERTICAL: NAVD 1988
2 CITY COMMENTS, REVIEW 2 MAI 06,06.16 Mai DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
3 CITY COMMENTS, REVIEW 3 MAJ 08,25.16 MAI MAJ
4 CITY COMMENTS, REVIEW 4 Mal 10,21.16 MAI DRAWN:
YLP ONE INCH wIN'���
5 MYLARS MAI 12,06.16 MAI CHECKED: DA
TU
AT FULL SCALE
6 DRAFT AS—BUILTS MAJ 01,04,18 MAI IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
N0. REVISION BY I DATE I APPR I MAJ
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
C TY OF VUECREST ESTATES & VUECREST II 09.28.15
FIELDf300K:
RENTON STORM OUTFALL PLAN AND PROFILE PAGE:
DRAWING NO:
Planning/Building/Public Works Dept. 0 C21
U15007217 / U15007232 SHEET OF:
21 33
DRS PROJECT NO. 12102 R-389771