HomeMy WebLinkAboutS-205203ED
MH 3
YO 11 h
t1
BACKFLOW _
CB PREY ENTER
VAULT
321,1
CB B -3
SCALE: 1 " =10' `�-ti\ 10" PLUG 4" ROOF DRAIN
C8 B -2
PER
NOTE: C -9 Q \ \ q \ \
Cs B-2 TO BE
INSTALLED WHERE REPAVE TO \
EXISTING PAVEMENT EXISTH A.C. 10" PLUG
C ELEV. 305.1, (4• WIDE)
CB B -1 TO BE
IN TALLIED WHER /
S L E
EXISTING PAVEMENT SLOT DRAIN B, / CB /
IS ELEV, 305.6 SECTION PER
OB B-1
PERei
CONC.
TRANSFER
RELOCATE T-E
CB
/ PLUG EXISTING %/
\
STATION
W TER LINE
ROUND C.B.
1'L g
4" DRAIN PIPE
aPL
4" ROOF DRAIN
\` \\
S \ CO 1 (EXIST.) .
\CONNECT 4r 8 CONTRACTOR TO VERIFY
\
TO EXISTING EXIST, SEWER INVERT
\`\�
CLEANOUT \ ELEVATION
REDUCED PRESSURE
RESTROOM STgO)0
BACKFLOW PREVENTE
'WITH VAULT PER e
C8 `\``
HOSE CONNECTION
BOX PER e5
FLOWMETER VAULT
j z
\ F -4 LINE TO RECONNECT
ROOF DRAIN AT CENTER
\ CB/`\\(/' /\
`\
PER 5
`SO ce-s
�` \\
OF BUILDING TO ROOF
SD LATERAL E - I
CONNECT NEW 8 "y
DRAIN ON EAST SIDE -
REROUTE THROUGH ROOF
TRUSSES
``\
RELOCAT
\ WATER FAU EP TO
I
PIPE TO EXISTING I
�
ELECTRICAL CABINET LOCATION SHOWN
SEE DWG E-1
CATCH BASIN PLUG-
SEE SHT C-1
3211
I
S° POWER HANDHOLE
SEE DETAIL 1 DWG. E-2
'.PROTECTION
POSTS (2))
\`\� ` CACH BASIN
\\ 4 ROOF DRAIN.
CONTNECTION PERe
C
12" PLUG/
GONG /
`\
DRAIN PIPE CONNECTION PER 2
PROTECTION/ POSTS (2)
4' SS CONNECTION PERe �
\
\
CONNECT S
EXISTING 4" SS CO g MH
TO NEW `SS 12..
4" PLUG
H" 5'
310
�E D LE X G GROUI
I.E.
300
290 _ .. _ .. - ..
I,E. IN INWI 296.29
I.E. IN (SWI 298.62
I.E. OUT 296.62
RIN 307.0
280 —
0.00 0.20
1 4" SS CONNECTION
SCALE: 1" =10'
SO
MH 2
0
m
0
D
m o
\ S
n
\ z _
,.310
R
A,C. PAVEMENT \
PROTECTION
POSTS 121
2p, VALVE \\
BOX / \
E-� NEW L AT R O SD CB 1
C�AUC
N \\ \T7P i \
A.C. PAVEMENT
3.75'
Z.
\ \\ PUMP \
STATION e \
\ + \ SEE DETAIL c -s \
\ 4 "SD
/ SO CB 3 \� 3
TYPE 2 CATCH BASIN PER e
\\\
CONNECTION
F PER 1 \ \
RIM 305.7
4 "X4" WYE
47
I.E. 296.80
0.40
CLASS- ASPHA
PATCH TO 4- DEP
CUT EXIST. ASPHALT
VCRETE'
SLOTTED ATED J I/ �5/S- CflUSHED ROCK
SLOTTED DRAIN RAIN - OIAM.
NO
CONCRETE SHALL HAVE A
28 -DAY MINIMUM COMPRESSIVE
� STRENGTH OF 3.000 P.S.I.
%31 SLOT DRAIN
C -2 STD083 NO SCALE
EXISTING GROUND
310
12.6 L.F. 12" PVC
S= 0.2365
r4" SS ,
300
' EXISTING SS
0.12.6
SD CB 3 I.E. OUT 299,83
RIM 305.6
0. 0.0
290 I.E. IN (NENW SW) 296.85
I.E. IN ISEI 300.50
I.E OUT 296.65
FIN 305.8
0.00 0.20
CATCH BASIN CONNECTION
., (� -2 SCALE: 1 " =10'
DIAMOND PLATE COVER
5/16" X 24" X 36"
4 LIFTING INSERTS
5/8" DIA.
PLUG 2+ / \ \ \ 1 EACH SIDE 4 36'
\ \ \ \ 1 \( \ S \ / \ O \ LIFT HOLES 1 -1/4" DIA. 3' -6'
\ .EXISTING 4 PIPE \�.,� \\ t II\ 1 - \ \ r 9Sq'I'O \/ / \ 12" X 12" KNOCKOUT 18" X 18' KNOCKOUT
D 2 2 EACH SIDE 1 EACH SIDE
\ •_� o . -\ \� 54" MANHOLE /
W X 8" TEE 4" X 8" REDUCER \ �. SLOT DRAIN D, PER 3
WITH 8 "PLUG SECTION PER C T- \
\ \ �I \\ e/ / MH 12" ED
8" PIPE 90° BEND \ \\"\ qq. X �� ~�'•3 >)o \q OVERFLOW DETENTION2' -8"
A.C. PAVEMENT q..,, �° \q \ 3210 \ \ \ I� \.` \ �\ \ SO FACILITY SUMP 6' DIA.
q \ \� \ j�` \ \\ REPAVE TO `�`S1, SEE DETAIL ��5
MA E' XISTING d" PIPE \ \ \ \� \w \ \\ ~\ ~\ \ EXIBTHAC �5` BACKFLOW PREVENTER VAULT
Tb BE .PLUGGED \ ~\q ^\� \``�\,\ \ \,� 14 WIDEI YO CAs-b4A AOd1f4 le-
oa° srAa \_ e.\.,, _ �N \\ \ \ ,C CorosiQu�i'ul b C 2
avow 8" PIPE ` \ \_ V� %y / -� �\ BUILD MH OVER y` Z.-
NO SCALE
I .Z. 0EW4E/] / , ' \ \ \ \ EXISTING LINE \ \\
la wo
Y 0 N KING COUNTY, WASHINGTON DRAWING NO.
8" PIPE 90° -BEND° I \ \ \ \ - RENTON TRANSFER STATION 4` jI �f REVISIONS �w BECK SEWER UPGRADE PROJECT SO2O �E 111-01 q?TI8IEPE'0 m
C-2
2 DRAIN PIPE CONNECTION as „Dna1E9g° AND'ASSOCIAM' TRANSFER STATION AREA CONTRACT NO.
C-2 NO SCALE :46uSOUTHCENTER,SUITE191 PLAN AND DETAILS XXXXXXX
EXPIRES' ]/1)/93 SEATTLE, WA. Ee1Se 13081]E1E22J
wW,o _ g/- L0T7
S020C -2R