HomeMy WebLinkAboutWWP3102052.5EXISTING
GROUND
94.8 L,F. 12" C L
50 D.I. S=0.0100
CB A-1
SD
MH 5
0+94.8
0+
0.0
I.E. OUT
1. E.
IN (W & N) 325.50
RIM 329.3
I.E.
OUT 325.30
RIM
332.0
320
330 340
EXISTING GROUND
ACCESS ROAD SURFACE
320
38.0 L,F. 12" CL, 50 D.I.
6.45 310 S=0.026
GRADE SLOPE
id 3:1
N
0+00 0+50 1+00 300
SD LATERAL A
OUTLET ER
1" 30' HORIZ,-� 0+00.0
1" = 10' VERT. I.E. 297.5
290
0+00
340
330
320
33.7 L.F.
12" PVC S=0.4214
330
EXIST
RIP RAP BANK
0 8" SD
I.E. 316.
SLOT DRAIN B
CB B-3 (EXISTI
G)
FILL
31.5 L.F. 12"
IS=0.0150
2+17.1
I.E. EXIST, 318.0
320
I.E. OUT 318.75
RIM 321.4
113.9 L.F. 12" CL..
50 D.I. S=0.0200
;CB
CB B-1
p B-
1+51.9
4" 1+83.4
310
-OIL
WATER
I.E. IN 304.08
I.E. 301.7 I.E. IN
&
OUT 304.55
SLOT DRAT
C
EXISTING GROUND
1.0 L.F.
2 S=0.0050
CL 5
p..
f CAP END
J G
8„
74.9 L.F•
11+54.8
�2 P
S=O.Oar?`
CB C-2
fl5
1+23.8
I.E. 328.66
9 \- 0�
S'
CB C-1
I.E. IN 328.50
0+48.9
I.E.T 328.30
I.E. IN 324.85
RIM 330.0
SD MH j3r___�
I.E. OUT 324.65
0+00.0
RIM 329.65
I.E. IN (E &
N) 316.80
I.E. OUT 316.60
RIM 325.8
SE ARATOR B I.E. OUT 303.88 RIM 3fI6.1 a+ 0 0 0+ 5 0 1+ 0 0
0+ 8.0 RIM 305.6
I.E. IN (SE) 301.60 1 + 0 0 1+50 2+00 2+50 SD LATERAL C
I.E. EXIST. 306.80
RI N 1 317.2
1L OUT
140 SD LATERAL B
MAX, W.S. 304.1
1" = 30' HORIZ.
0 + 5 0 1" = 30' HORIZ.
1" = 10' VERT.
1" = 10' VERT, 330
310 320
E ISTING GROUND GRADE SLOPE
fat S=0.02
9.8 L.F. 12" CL. 50 D.I. 8.0 L.F.8" PVC `` EXISTING GROUND 10.0 L.F. 12" CL, 5 D.I.
310=0.0206 S=0.0750 S=o.1000 320
EXIST. C R. PVC PIPE
8.0 L.F. 12" PVC S=0.0206 300 .- 310
10.0 L.F. 12" PVC S=0.1200 GRADESLOPE 0 S=0.02
�- CONNECT T EXIST, PIPE
300
O a=0.0206 WITH FLEXI LE COUPLING
T. 12" CONC. SD
GRADE SLOPE 0 3:1 107.9 L.P. EX H D-2 SEPARATOR D IOIL WATER OE.OEXIST. 297.20 31 a
C NNECT TO EXIST. PIRE ANHOLE TO 290 0+00.0 300
OUTLET PER 2 WITH FLEXIBLE COUPLINGLMHDETENTION FACILITY I.E. IN IS & NE) 296.60 M D-1 SLOT DRAIN
D- 1 +35.7 I.E. OUT 296.40 0 00.0 0+10.0
0+00.0 - 0+ 8.0 1+25.9 RIM 301.
290 I.E. 295.20 [OIL WATER I.E. EXIST, 296,77 I.E. IN E 302.80 E. OUT 303.00 I.E. IN (N) 3 4.50 I.E. OUT 305. 0
I.E. IN (E) 3 2,80 300
SEPARATOR D I.E. IN (N) 304.50 I.E. EXIST. 2 8.99
0+10.0 I.E. EXIST, 298.99 280 290
HIM JU1.4
I.E. IN (NE & SE 296.60 RIM 307.4
I.E. OUT 296.40
RIM 301,0 1+ 0 1+ 0 2+00 0+00 0+50 0+00 0+50
280 SD LATERAL D SD LATERAL D-1 SD LATERAL D-2
0+00 0+50
1" = 30' HORIZ.
1" = 10' VERT,
340
330
320
30.7 L.F. 12 PVt
S=O. 430
50.0 L. 12" PVC
S 0.0100
-2" FM
I.E. 319.2
L.F. 12" PVC=0.0139
310
1
L-SD CB
1
0+30.7
D MH
2
I.E. IN
14.30
0+80.7
I.E. OU
314.10
I.E. IN
315.00
RIM 31
.3
I.E. our
314.80
RIM 321.1
300
SD
CB 3
0+00.0
I.E.
IN (SE) 3 0,50
1 + 0 0
I.E.
IN (N,NW, W) 296.85
I.E.
OUT 296. 5
290
RIM
305.8
0+00
0+50
1" = 30' HORIZ.
1" = 10' VERT,
10" SD
I.E. 322.7
0
F 12" PVC
SD MH 3
1+96.1
I.E. IN IN & EI 316.80
I.E. OUT 316.E
RIM 325.8
1+50 2+00 2+50
�,�r,E N Ty
OF Wi08yiti 0'%
Y� e �01 U)
i
23997 V
� F �sTEg�
o�`��lanal
EXPIRES 7/17/93
1" = 30' HORIZ.
1" = 10' VERT.
EXISTING GROUND EXISTING
EXISTING 12" SD
12" SD I.E. 32 7.6
I.E. 327.2
0 O
I -SD MH 4
3+58.5
I.E. IN 322.20
I.E. OUT 322.00
RIM 331.0
3+00 3+50 4+00
STORM DRAIN
1" = 30' HORIZ.
1" = 10' VERT.
330
320
310
300
0+00
T/wi
Civil Engineers • Surveyors
645 SOUTHCENTER, SUITE 191
SEATTLE, WA 98188 (206)763-5223
1+50
2+00
EXISTING
4"
ROOF
DRAIN
28.0 L.F. EXIST.
EXISTING GR
8"
UND-\ I
CONC. SD S=O.
268rj
100.2 L.
8" CL. 50 D.I. S=
.0200 CONC.
SLAB
PIPE C
NNECTION
PER 2
(EXI
T.)
02 8 01
1+28.2
I E IN (S) 3
6 15 I E OUI
318 15
200.0 L.(� 12" PVC S=0,0155
4+50
13.5 L.P. 12"
ROAD SURFACE
S=0.0074
16.5 L.F.
12"
310
S=0.0061
CAP END
CAP
END
0+00.0
L 0+30.0
300 I.E. 305.60
I.E. 30
.60
U, DETENTION
FACT
ITY
I.E. 2
7.00
TEE CONNEC
ION
(TO MH D-1)
290 0+13.5
I.E. 305.50
0+00 0+50
SLOT DRAIN D
1" = 30' HORIZ,
1" = 10' VERT.
320
EXISTING GROUN
310
24.4 L.F. 12" VC
S=0.0119
JL
I.E. EXIST. IN)
315.90 FIN.
GR
. 321.1
300
I.E. EXIST, OUT
315.95
RIM 319.6
SD CB 1
LJ
OIL WATER
1
I.EE. 30 2.2
0+00.0
MH
F-1
EXISTING)
SEPARATOR B
I.E. IN (NW,NE,
W) 296.85
0+24.4
0+00.0
I.E. EXIST, 306.80
I.E. IN (SE) 30).50
290
I.E.
EXIST.
(N) 297.34
I.E. OUT 296.65
I.E.
OUT
297.14
I.E. IN (SE) 301.60
1+ 0 0
RIM 305.8
1+ 5 0
RIM
305
7
I.E. OUT 301,40
RIM 317.2
MAX. W.S. 304.1
0+ 0 0
0+ 5 0
a+oo 0+50
SD
LATERAL
E
SD LATERAL
F
5+00
1" = 30' HORIZ.
1" = 10' VERT.
U)
vn
4" SS
I.E. 326.90
0 130.0 L.F12" ADS N-12 S= .0062
SD CB 2
0 6+88.6
SD MH 5 LE OUT 326.31
EXISTING 5+58.5
12" S I.E. IN IN & W) 26.60
I.E. 321.60 I.E. OUT 325.30
RIM 332.0
5+50 6+00 6+50
1" = 30' HORIZ.
1" = 10' VERT,
7+00 7+50
4' MINIMUM CO ER 185.0 L.F. 4" PVC S=0.020 MI
CO 3 O CO 5
1+53.0 12 SD 4+06.f
EXISTING GROUND RIM 317.7 LE 325.0 RIM 3
CO 1 EXIST.
0+00.0
RIM 3
RIM 05.5
� 87
68.0 02p8 MAN
CO 4
10" SD
RIM
0
10.7
S'4
2+21,0
I.E. 302.9
pNG
RIM 324.4
4.,
`F .08 �M�N•
o
12" SLOT DRAIN
g= '
I.E. 304.1
LE 4., pMVNA
2+00 2+50 3+00 3+50 4+00
J
87.0
:p.0208
SANITARY SEWER RECOMMcpRnV1E' Com�kjLcfeA-pc
_
�s
0+50
1+00
1+50
DATE DWN BY CHKD: APPR:
REVISIONS
NO.
DATE
DWN
CHKD
APPR
DESCRIPTION
330
32.8
320
310
AS-3ui I+ ��QI'Iable-
_ 300
30' HORIZ.�Ii:; 7�
°-10'VERT.
KING COUNTY, WASHINGTON
RENTON TRANSFER STATION
SEWER UPGRADE PROJECT
SEWER LINE
PROFILES
340
DRAWING NO.
S020
C-4
CONTRACT NO.
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