HomeMy WebLinkAboutR-408313co
00
0
LU
Terra Vista N I X/
Consulting Engineers
.3204 SWO!(EY PO/NT OR, 1207
ARL/NGTON, WA 9822J
-T60-691-9272
KW 17-RRAWS714NWOOW
EX
CB TYPE
1 - #1
CB TYP1 W SOLID TOP
- #1A
STA
1 +82.12,
0.22 L
STA 2+20.07,
0.06 R
RIM
ELEV =
49
;2 8.
� 3272
RIM ELEV =
-442--�k7-432.64
IE
IN (S) _�9
4 8.00
IE IN (S) _
�� 28.15
IE
OUT (E
= 428.0
IE IN (W) _
428.25
IE
OUT (W
= 428.00
IE OUT (N) _
�`�5-49 428.15
445-
4
35' I 0.7%
�68, of 121" PVC @ 948
AS A CONDITION OF
APPROVAL:
A MINIMUM 1 8-INCH VERTICAL
SEPARATION BETWEEN
STORM PIPE AND WATER PIPE
SHALL BE PROVIDED.
PROFILE VIEW: DET PIPE
EXAGGERATION: 4
420
17.9' OF 12" PVC @ 0.00%
415 30.1 ' OF 12" PVC @ 0.00%'
41
4'x6' VAULT
DET PIPE #4
12" RISER AT ELEV 431.89 WITH 0.45" DIA ORIFICE
STA 2+37.95, 0.27 432.2
RIM ELEV = 432$8r433.77
4 IE IN (E) = 429-99 428.75
IE IN (W) = 42849 428.75
50-YR WATER
SURFACE AT 12"
RISER HEIGHT ELEV
431.89
L-6" DIA PVC ENTERING DT
PIPE SYSTEM AT ELEV
4 (TYP.)
428.40
3.0' OF 12" PVC '@ 0.00% @ IE = 428.39
CD
CD
N �
N Q0
00
�
r- —
00 Ln
r-
00
T�
r i N
N r7
�
�
�
1+50 2+00 2+50 3+00 3+50
NO.
PERMIT SUBMITTAL
DET PIPE SYSTEM # 4 STORM DRAINAGE PROFILE
SCALE: 1 " = 20'
REVISION
BY I DATE
SURVEYED: GEODETIC SURVEYING
SERVICE
DESIGNED: S P
DRAWN: S P
CHECKED: S P
P RI 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
35" X 24"
PERFORATED CSP,
1 19' X 27.9'
5
5
0
25
20
L415
10
4+00
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
CITY OF-
RENTON
Planning/Building/Public Works Dept.
R-408313
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY ul
Nathan Janders 03/19/2020 J Farah 03/23/2020
FIRST UKRAINIAN PENTECOSTAL CHURCH
3811 NE 21 ST ST
RENTON, WA 98056
STORM DRAINAGE PROFILES
DETENTION PIPE SYSTEM #4
02-25-20
FIELDBOOK:
PAGE:
DRAWING NO:
C5.5
SHEET: OF:
15 65
L0
N
O
O
O
cb
Q
J
2
U
rr
2
U
J
Q
0
CU
LU
Z
LU
0-
Z
Q
Z_
Q
r�
V /
LL