HomeMy WebLinkAboutWWP3102052.3.. CB
CB
32 \ 32171
w CB B-3
SCALE 1"=10`„
\� / \x 10" PLUG
cj
10 5 0 10
CB B-2
NOTE: PER C7s
CB B-2 TO BE
INSTALLED WHEREREPAVE MATCH
TOice%\\
EXISTING PAVEMENT // AQh
IS CB EBEI TOO BE 4' WIDE)
/ /� 10" PLUG
INSTALLED WHERE CB %
EXISTING PAVEMENT
IS ELEV, 305.E SLOT DRAIN B,
SECTION PER 3 /
c' 305,5
o i `
CB B-1
PER@7
RELOCATE c-s-s
WATER LINE CB
AROUND C.B.
P�
w-,310
\�@ F
11
-
_w."3�0 \ 3
0 1:
•' ; ¢ -] �
co
� 1
SD LATERAL E -
CONNECT NEW 8" CO f
PIPE TO EXISTING PLUG---"
CATCH BASIN,
SEE SHT. C-1
PROTECTION POSTS (2)
4" ROOF DRAIN
DRAIN PIPE CONNECTION PER
EXISTING 4" PIPE
SD
MH 3
rp,
BACKFLOW
PREVENTER
VAULT
4" ROOF DRAIN
CONC. e�
TRANSFER
PLUG EXISTING ��� STATION
4" DRAIN PIPE
Ss ��
4" ROOF DRAIN �e
(EXIST.),
JECT 4" SS CONTRACTOR TO VERIFY \\
XISTING EXIST, SEWER INVERT
NOUT e\ ELEVATION
REDUCED PRESSURE
BACKFLOW PREVENTER
LOOM ST9p�`� WITH VAULT PER 5
A,C. PAS,
CB ,\ HOSE CONNECTION
BOX PER
/ c-s
310
300
290
EXISTING GROUND
8" SD
12" SD EXIS
I.E. 298.5 I.E. 2474
O
24.7 L.F. 4" PVC
o
CO
S=0.0208
0+26.7
PU
P STATION
RIM 305.7
+
4"x4" W YE
I.E.
IN (NW) 296.29
0+24.7
I.E.
IN (SW) 296.62
I.E, 296.80
I.E.
OUT 296.62
RI
307.0
0+00
0+20
1 4" SS CONNECTION
(,,,-2 SCALE: 1"=10'
\ SD
\\ MH 2
� \ FLOWMETER VAULT
P E R /'-5� — \
4" LINE TO RECONNECT �`�\ CB S'Q C-s \
ROOF DRAIN AT CENTER `.
OF BUILDING TO ROOF �`` �`T.. 24, VALVE
DRAIN ON EAST SIDE �� ti� _- --� BOX \
REROUTE THROUGH ROOF RELOCA.,T€"""-`�"` "� \
TRUSSES �� WATER FAUC; TO NEW VA R O SD CB 1 \
0+40
N -
�RENGA
CLASS "B" ASPHALT
PATCH TO 4" DEPTH
SAW CUT EXIST- ASPHALT
CONCRETE
Q. 5/8" CRUSHED ROCK
FACTORY FABRICATED 21+°
SLOTTED DRAIN - 12" DIAM.
ELECTRICAL CABINET UC T�,,,
SEE DWG. E-1 LOCATION/SHOWN A N `1 \ PER C76 \�
�\
` \ A.C, PAVEMENT
8' POWER HANDHOLE'
SEE DETAIL 1, DWG, E-2 3.75 -
?K .1 \
PUM
CATCH BASIN STATION
CONNECTION PER e `
SEE DETAIL
4"SID N,
12" PLUG
CONC.
S D C B 3
` PROTECTION POSTS (2) TYPE 2 CATCH BASIN PER a iNiti+ii�IrhiftltlYi°�+i�JEFt'
C-5
rp h
4" SS CONNECTION PER
vP \ \ m 4 LIFTING INSERTS
/ C �� p ��-� \\ �� 5/8" DIA,
CONNECT H CONNECTION
EXISTING 4" SS CO 6 MH F PER 1 \ \ \
TO NEW 4"SS 2„ C-5
8" X 8" TEE 4" X 8"REDUCER
WITH 8" PLUG
8" PIPE 90° BEND \ \
A.C. PAVEMENT ''..««,\ .. 321,0
LU w = \\/ \\�\\/ o EXISTING 4" PIPE
\�� �\ CONCRETE ( TO BE PLUGGED \
0 Q W ��`�� . ®SLAB
� � 0 $„ PIPE
wImo— ce�oF w�y'p p�
a0
LL
8" PIPE 90° BEND'"
23997
K'2'% DRAIN PIPE CONNECTION °'�sS1onal��tio
C-Z NO SCALE
EXPIRES 7/17/93
NOTE:
CONCRETE SHALL HAVE A
28-DAY MINIMUM COMPRESSIVE
STRENGTH OF 3,000 P.S.I,
3 SLOT DRAIN
$ �-2STD083 NO SCALE
EXISTING GROUND
310
12.6 L F 12" PVC
S=-0.2365
4" SS
LE 296.401 1
300
EXISTING
0B
4 0+12.6
SD
CB 3 I.E. OUT 299.83
RIM 305.6
0+
0.0
I.E.
IN (NE NW,SW) 296.85
290
I.E.
IN (SE) 300,50
LE
OUT 296.65
RIM
305.8
1 \ ° LIFT HOLES 1-1/4" DIA-
}.,\\\4 PLUG PLUG r2,, ,\\ \ 1 EACH SIDE
` N
1
Civil Engineers Surveyors
645 SOUTHCENTER, SUITE 191
SEATTLE, WA 98188 (206)763-5223
00 MH 12 X 12 KNOCKOUT
D_2 2 EACH SIDE
54" MANHOLE F
\ SLOT DRAIN D, PERe3
w ` \ SECTION PER 3 f r2., `� ► c-s
o.\ \ % DMH 12" SD
OVERFLOW DETENTION
\\ �, ysQ FACILITY 1
\ REPAVE TO �19� SEE DETAIL C-5
a'� \ \ MATCH
\ \ _
Q EXIST, A.C.
(4' WIDE)11
\ lC0104kt feA - �o AS-bui 1T RUal fa h eX .
BUILD MH OVER �\
EXISTING LINE zoo
DATE DWN BY CHKD: APPR:
REVISIONS
NO.
DATE
DWN
CHKD
APPR
DESCRIPTION
RW. BECK
WA I
0+00 0+20
CATCH BASIN CONNECTION
SCALE: 1"=10'
18" X 18" KNOCKOUT
1 EACH SIDE
100
3'-8"
2'-8"
SUMP 6" DIA,
5 BACKFLOW PREVENTER VAULT
.-2 NO SCALE
KING COUNTY, WASHINGTON
RENTON TRANSFER STATION
SEWER UPGRADE PROJECT
TRANSFER STATION AREA
PLAN AND DETAILS
DRAWING NO.
S020
C-2
CONTRACT NO.
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