HomeMy WebLinkAboutS-205205340
330
340
- EXISTING GROUND
SLOT DRAI C ROAD SURFACE
EXISTING GROUND EXISTING GROUND 1. 13.5 L.F. 12"
1$_0.0050 5= 0.0074
3
5 =0.008112
ACCESS ROAD SURFACE-7 LL
330
320
33.7 L.F. 12" PVC S =0.4214 310
330
94.8 L.F. 12" CL 0 D.I. 5= 0.0100
CAP END
74.9 LF' 8F CAP ENDS CAP END
EXIST RIP RAP BANK CL, 5 D. 11.54S
'
p 8 "SD pJG
I.E. 316. S= 0.0461 CB C -2
C8 A -1
SD MH 5
38.0 L.F. 12" CL 5 D.I.
�2
SLOT DRAIN B CB B -3 IEXISTI GI 1.23.8 I.E. 328.66 0.00.0 `0.30.0
31.5 L.F, 12 "� 2.1 7.1 \.F''.
0.94.8
0. 0.0 I . OUT 6,45
32O
'310 S =0. 028
FILL CB C -1 I.E. IN 328.50 I.E. 305.60 I, E. 30 .80
5 =0.0150 I.E. EXIST. 3.75 p69 0.48.9 I 300
320
E. IN (W d NI 325.50 RIM 329.3
I.
I.E. Il 32$.30
GRADE SLOPE
E. OUT 318.75 I.E. IN 324.85 RIM 330.0 DET NTION
RIM 3 21.4 SD MH 3 I.E. OUT 324,85 FACI ITY
SO MH
332.0
31
RIM 329.65 I.E. 2 7.00
50
F;r/
9 L F 12 C .. I.E. IN (E 8 NI 316.80 TEE CONNEC ION
0 +00 0 +50 1 +00
-B- I.E. OUT 3 8.80 (TO MH D -1)
300
1.51.9 4" 1.83.4 31O RIM 325.8 290 0.13.5
SD LATERAL A
OI WATER E. IN 30408 I.E. 301,7 I.E. IN 8 OUT 304,55 I.E. 305.50
I. E. OUT 30388 RIM 3 6.1
2
OUTLET ER
SE ARATOR B 0 +00 0 +50 1 +00 1 +50 2 +00
0+:18.0 RIM 305.8 0 +00 0 +50
1" 30'
I.E. 29].5
I.E. 29
I.E. IN ST. 06+80 1 +00 1-50 2.00 2+50 SD LATERAL C SLOT DRAIN - D
I.E. EXIST. 306.80
VERT.
1" = 10' VERT.
290
SD LATERAL B
RI 317.2
MAX. W.S. 304.1 11 30' HORIZ, 11 -=
-=
0 +00
" 10' VERT. " 10' VERT.
0 +50 30' HORIZ,
320
1" VE
1" = 10' VERT, 330
EXISTING 4" 320
310 320 ROOF DRAIN
E (STING GROUND
9.8 LF. 12"
L 50 D.1
GRA E SLOPE EXISTING GR UND-\ �II
m 5 -002 28.0 LF EXIST. 8"
80 I.R B' PVC EXISTING GROUND 10.0 L.F. 12" CL, 5 D.I. CONC. SD 5 268
31Q;
= 0.0208
=0.
5 -00750 S= 0.1000 320 EXISTING GROUN
EXIST. CDR. PVC PIPE 1002 L 8" CL. 50 D.1. - 0 CONC.
310'
8.0 L.F. 12 ". PVC S=0.0206
10.0 L.F. 12" PVC 8=0.1200 GRADES OPEm 5
300 _� 310 SLAB
24,4 L.F, 12" VC
`�� PIPE C NNECTION
PER 2 5 =0.0119
o"XI
=0.02
CONNECT T EXIST, PIPE /CBE 1 (EXIST) T) C-
300 12 CON020
-0.0206
WITH FLEX( LE COUPLING
OIL WATER ER 0.08.0 310 0.28 0 1.28.2 II
,07.9 L F EXIST.
GRADE SLOPE 6 3:1 - - -' -_ _ --
_
-�
H
SEPARA OR D I.E. EXIST 2- 720 / I.E. IN (SI 3 615 I.E. G
3215
/ E. EXIST I 11 31590 FIN. GR 300
_ _ H2
C NNECT TO EXIST. PI E MANHOLE TO
. .321,1
290 0.000 300 I.E. EXIST. UT 315.95
2 L ETENTION FACILITY
OUTLET PER I WI H FLEXIBLE COUPLI G MHD -1
L
LE IN (S 8' NE) 29680. M D 1 $LOTDRAIN RIM 319.6
IE OUT 296.40 0-00.0 0.10.0 12" SD SD CB 1
0.00.0 0. 8.0
•357
25.9 E. OUT 303.00
RIM 301 I.E. IN INI 3 450 I.E. OUT 305. 0 OIL WATER OI.E. 302.2 0.00.0 MH F -1 EXISTING)
P ATO
.290 I.E. 295.20 OIL WATER LE, EXIST. 296.77
E 2,
I.E. IN IEI 3 2.80 300 0.00.0 IE. IN (NW,NE, W) 296.85 0.24;4
SEPARATOR D
I.E. IN (NI 304.80
I.E. EXIST. 2 8.99 I.E. IN 1SEI 30P.50 I.E. .EXIST. INI 297.36
2$O 290
E. IN 6
I.E. IN (NE 6 BE 29660
I.E. EXIST. 298.99
RIM 307.4
90
2 I.E. NXISEI 301.60 REM 905.896 RIM 305797.14
1 +QO 1 +50
I,E. OUT 29840
RIM 301.0 1+ 0 1+ 0
I.E. OUT 30101.
Q +OO 0 +50 0 +00 Q +SO RIM
2 +00
MAX. W.S.
. w 3oaO 0 +00 0 +50
280
SD
LATERAL D
0 +0 +50
SD LATERAL D -1 SD LATERAL D -2
SD LATERAL E SD LATERAL F
o +o0 0 +5o
i" 30' HORIZ.
1" = 30' HORIZ 1" =.30' HORIZ.
1" 10' VERT.
1 -10' VERT. - '.1" = 10' VERT. 1" = 30'' HORIZ. 1" = 30' HORIZ.
340
1" 10' VERT. 1.. 10' VERT.
340
EXISTING G
3OUND EXIST(
G
EXISTING
12" SDE.
12" SD
32
.fi
3 ti
330
LE, 3272
4" SS
E I
10'
I G
SD
0
0
I.E. 326.90
130.0 L..
12" ADS NA2 S=
.0062
330
'
IE
3227
200.0. L.F.
12' PVC S= 0.0155
SD CB 2
320
2' FM
31 2
12 PVC 5-0.0320
0
S- MH 5
LE
6.86.6
OUT 326.31
50.0 L..
12" PVC
154 LF 12" PVC
00139
SD MH 4
EXIST(
12" S
G LE. IN
I, E. IN IN 8 WI
26.50
320
30 7 L.F. 12'
S =0.
PV S
430
0 0100
SD' MH 3
3-68.5
2.
I.E. IN 322.20
I.E. 321,
0 I.E. OUT 325.30
1.96.1
I.E. OUT 2.00
RIM 332.0
310
I.E. IN IN 8 E)
I.E'OUT 3166
16.80
RIM 331.0
0.30 .7
M
RIM 325.8 310
i:E. IN 1314,
0eeN7 1500 1 +50
2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50
' RIM 31 .3
I,E. OU 31480
RIM 32 ,
STORM DRAIN
300
SD CB 3
0.00.0
1' 30' HORIZ.
' I.E. IN ISE) 3 0.50
1 +00
1" _ 10' VERT.
I.E.' IN (TRNW W) 296.85
330
I.E. OUT 296.5
33,.0 4' MINIMUM 185.0 L.F. 4" PVC S= .02
290 RIM 305.8
CO ER
00 5
O. +oO 0 +50
012 SD 4.06.0
I-53 4
EXISTING GROUND RIM 317.7 I.E 325.0 RIM 332.8
320 CO Exlr. 320
0-00.0 L•7. \N
L
RIM 3010' 0 87 0 E"" .
RIM 30
2.021.0
10" SD RIM 10.7 RIM 324.4
I.E. 302.9. pVC
d..
310 2° SLID Dew 310
s=
.E 3061 A PVC 2 +00 2 +50 3 +00 3 +50 4 +00
87 0 1p 0208 (MIN.1
a SANITARY SEWER coro�tzN�t� noes- Bu +n�ariabfe
300 300
0 +50 +00 1 +50 T' 30' HORIZ. 5 (
EN j " = 10' VERT,
N 1 1
0 +00
5 F, „., ?o5
���pF
�.
Ye Are v
N�r7 -1fOj' KING COUNTY, WASHINGTON DRAWING No.
/ 111 ■���/ L 1 N RevI51oN5 R W R�yVR RENTON TRANSFER STATION S020
,p Pu j�J1�C/ii�` SEWER UPGRADE PROJECT
N0. DATE owN cHKD nPPa 0ssce aT ON
g4'GI8TE6ee C-4
6 o` SEWER LINE
CONTRACT No.
9670II8� �Op+ ro Rm..�.. rv.]oA AND ASSOCIATES
648 60UTHCENTER, SUITE 191 Al`ILl PROFILES xxxxxxx
EXPIRES 7/17/93 SEATTLE, WA 98188 12061768 -8228 LL i I I ,
WwP -71-2o S2
G02OC -4R