HomeMy WebLinkAboutWWP2700550.1�- CLEAR ACCESS OPENINGS -71
GROUT BOTH SIDES
OD J
PRECAST DIVIDER
SLOT
BOTH SIDES
PLAN VIEW
VENT PIPES ADJUST TO GRADE LOCKING FRAME & COVER
OPTIONAL AIR & GAS TIGHT
TTYY�P•
O
-------------- ------
p� INSPECTION TEE
INLET I T _�- - - OUT
`D TEE OR 4
W ELBOW
0toU
O N
GROUT ALL AROUND SLOT
BOTH SIDES
213 LENGTH 1/ 3 LENGTH
SECT70N A -A
750 GAL GREASE TRAP
NOTES
1. CONCRETE 28 DAY" COMPRFSSIVF_ STRENGTH fC-4500 Psi.
2. REBAR ASTM A-615 GRADE 60.
3. MESH ASTM A-185 GRADE 65.
4. DESIGN: ACI-318-83 BUILDING CODE
ASTM C-857 MINIMUM STRUCTURAL DESIGN
LOADING rC� UNDERGROUND PRECAST CONCRETE
UTILITY STRUCTURES.
5. LOADS H-20 TRUCK WHEEL w./30X IMPACT PER AASHTO.
6. FILL W/CLEAN WATER PRIOR TO START-UP OF SYSTEM.
7. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING &
SAMPLING TEES.
8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY
SEPARATE SIDE SEWER.
m
44
3OLF 14"0 STEEL
CASING ( SEE DETAIL. )
J IH V+i i
SSMH # 3 48"
Rim el. = 77.50
1. E. = 7 0.5 0 8" I N
I.E. = 7 0.6 0 8" OUT
41 LF 8" D.I. CL 50
CEMENT LINED
S = 0.5
NO JOINTS UNDER
STORM PIPE
SECT. 31, TWN. 23 N., RNG. 5 E., W.M.
3
O ELEC.
V LT.✓
2' WALLA` io
Q
U nj
rkl / O llli
r 0/
78
/ SD I.E. = 71.69/ TOP = 72.80
SS I.E.=70.38/TOP =71.13
C
CB'
\S
U
�N
GRAVEI & W 1 RE___-
MESH 1 LTER
( TYP. )
78
X. CB TYPE I
RIM = 77.70f.%
IE = 70.30 E-W°
IE=73.10E B'
i
i
EX. SSMH
Rim el. = 76.69
I.E.=70.19 W & S
I.E. = 70.29 E. NEW
RECHANNEL TO
THE EAST
STA 1+65
SSMH # 2 48"
Rim el. = 84.50
I .E. = 71.32 8" I N�
° I.E. = 71.22 8" OUT \
EX. �\
LAW Ni
3 LF 14"0 STEEL
CAS (-SEE DETAIL)
CONC.
PATIO
U /
i
PU9N AEVIF-N
EX. CB TYPE 2 48"
RIM = 81.05
IE = 73.35 S
° \ IE = 73.45 W
1
sT RSA CONC
LEGAL DESCRIPTION
ALL THAT PORTION OF THE NORTH %2 OF THE NORTHWEST %4 OF
SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LYING NORTHERLY
OF THE NORTHERLY MARGIN OF SOUTH 180th STREET ( SOUTH 43rd
STREET ); WESTERLY OF THE WE=STERLY MARGIN OF SPR I NGBROOK ROAD
( TALBOT HILL ROAD) ( 96th AVENUE SOUTH ); EASTERLY OF PRIMARY
STATE HIGHWAY NO. 5 ( EAST VALLEY FREEWAY ).
LOCATED ON SOUTH 180th STREET ( S. 43rd STREET BETWEEN VALLEY
FREEWAY ON THE WEST AND 96th AVENUE SOUTH ON THE EAST.
KING COUNTY TAX ASSESSOR'S NUMBER 312305-9002
Io,, M*n
Gravel (12 "'tin , depth)
Runoff Water--\ I a -
with Sediment I
---.a
`1 E ,- dill'=11f1� = IIII� -111f mac , ! _
i 1
I1111=1111 = _1111M
'--Sediment \--Fi 1 tered Wire Piesh with Filter
Water fabric on top, Extend
beyond gravel.
GRAVEL & WIRE MESH FILTER DETAIL
\�g7FR FOR CB SEDIMENT PROTECTION
TYPE I RI = \
RIM = 77.80
IE = 73.00 N&S \
EX. GB TYPE I
RIM - 77.27 \
° IE = 74.07 N-S-E
/\ EX. CB TYPE 2 48"----
" PINE
SD = 75.67
\ I.E. _ .21
I
GROVEL & WIRE MESH FILTER _1Yzo l 2LF 6"o P
FC- R CB SEDIMENT PROTECTION z = 2.0
t YP )
�-EXISTING HOSPITAL.
BUILDING !
SEE SHEET C2 FOR DETA I L.S
NOTES AND PROFILE.
RIM = 94.29
IE=89.17S-W
•
L
4 " CHH
It CM •
STA
3+75
SSMH # 1 -
48"
Rim
el. = 80.00
I.E.
= 72.49
- 8" IN
I.E.
= 72.39
- 8" OUT
SS C.O. *s 2
\
RIM EL. = 80.00
t�
I.E. = 72.80
_
&
SO
80
c H- 2" MAPLE
/ EX. Y
L.AWN.+ X. 8 RY
CB
41 LF 6"
CEMENT LINE
SEV41ZR P i i-'?-_
6"0 PVC S = 2.0%
/
Mc DONALDS
K I TCHEN & SERVING \�
3rd FLOOR / o
78
SS C.O. # 1
Rim el. = 78.50
NOTE: I.E. = 73.62
AFTER SEWER INSTALLATION & ACCEP-1-ANCE
GRAVEL FILTER OVER CB'S SrHALL. BE !� E I`.`iiVED.
I NSPF.CT AND CLEAN STORM DRA I i`a S"y . " L Vl
BE FORE USE.
VERT I CAL DATUM
CITY OF RENTON BENCHMARK # 602
CHISELED SQUARE ON THE NORTHWEST CORNER OF
2' x 2' CORNER BASE OF L I GHTPOLE IN FRONT OF
UNITED GOOD NEIGHBOR ON THE SOUTH SIDE OF SOUTH
43rd STREET. EL. = 102.30'
SCALE.' I" = 20'
RECOMMENDED
FOP APPROVAL
WRSTEWATER �NGIIYEER
1�
\
0
E
EX. CB TYPE I /
RIM = 76.58
IE _ ?4.78 N
0
STA 3+90
750 GAL.
GREASE TRAP
7' L x 4'8" W x 7' H
RIM EL. = 77.00
I.E. = 72.75 I N
I.E. = 72.55 OUT
0
CII Me HIM! 81
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IA„ ry A. A r, PERl, ETER_ ROAD
94
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
. �rw . Date Z6 -!X1
-Date---,
Date
TOUMA ENGINEERS
15668 West Volley Hwy • Seattle, WA 98188 (206) 255-4100
jPL i rnrF
j�
NO.
REVISION
BY I APPR. I DATE
LAM%,
..o
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
VUC CAFETERIA EXPANSION
SANITARY SEWER PLAN
DESIGNED: MT DATE: 1-28-91 FILE NO. 635-003-901
DRAWN:
CHECKED: MT SCALE: 1" = 20' FIF r q^^v• Ra^F• -
APPROVED: C 1 2
DIRECTOR OF PUBLIC WORKS