HomeMy WebLinkAboutR-408312Terra Vista N I X/
Consulting Engineers
,3204 SMO!(EY PO/NT OR, 1207
ARL/NGTON, WA 9822J
,360-691-9272
KW 17-RRAWS714NWOOM
'use
a
08/06/2024
2
CB
TYPE 4- W
SOLID TOP — #3
STA 0+ 14.28,
10.49 L
RIM ELEV =
44-66 434.26
IE
IN (S) = 429-2T
429.35
IE
IN (E) = ^'�T 429.35
IE
OUT (N) =
129-24 429.25
PROFILE VIEW: DIET PIPE #3
EXAGGERATION: 4
E ISTING GROUND FINISHED GROUND 50—YR WATER
A ONG CL OF PIPE ALONG CL OF PIPE SURFACE AT
12" RISER
HEIGHT ELEV
..._ ......... .........
440
432.33
435 — — ...... ..._... .... .......... ....__
4301 1 nIFn _ _
4'x6' VAU LT
GD�-42CS
DET PIPE #3
12" RISER AT
ELEV 442.44 WITH 0.45" DIA ORIFICE
STA 0+27.871
0.04 L432.35
—RIM ELEV = ".�r433.84
IE IN (E) = ^^.�T
429.05
IE OUT (W)=429.46
429.45
IE OUT (N)
= 429.05
50111
\ 35" X 24"
425 PERFOR1.ATED .CMP, — 6" DIA PVC ENTERING_ DT 425
116' X 36.3' PIPE SYSTEM AT ELEV
4} (TYP.)
429.25
420 3.01 ' of 12" PVC @ 0.00% 420
170.6%
' of 12" PVC @ �9
415 415
4101 1 1 1 1 1.410
In(0 �Lo mro
N 00 1`0 Q0 00
LO n' N
—0+20 0+00 0+50 1 +00 1 +50 2+00
NO.
PERMIT SUBMITTAL
REVISION
DEf PIPE SYSTEM # 3 STORM DRAINAGE PROFILE
SCALE: 1 " = 20'
BY I DATE
SURVEYED: GEODETIC SURVEYING
SERVICE
DESIGNED: S P
DRAWN: S P
CHECKED: S P
APPROVED:
SCALE:
AS INDICATED
ON DRAWING
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL- NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
CITY OF
RENTON
Planning/Building/Public Works Dept.
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R-408312 C)
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
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DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
Nathan Ja►,ders 03i19i2020011 JFarah 03/23/2020 � w
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DATE Ir
FIRST UKRAINIAN PENTECOSTAL CHURCH 02o25-20 Y
Fl
3811 NE 21 ST ST
PAGE:
RENTON, WA 98056 DRAWING NO:
STORM DRAINAGE PROFILES C5.4
DETENTION PIPE SYSTEM #3 SHEET. 14 OF. 65 ILL