HomeMy WebLinkAboutD-342638N
12" DIA CPEP SD - -
IE 20.00' \
CONNECT EXISTING
12" CONC SD (W) 11
I.E. ±22.92' �_
CB #36 i j
CB TYPE 1 12" CPEP SO
IE = 22.92'
12" DIA CPEP SD —
IE 19.28'
i
CB #3A
48" DIA CB TYPE 2
CONNECT EXISTING
12" CONC SO (W)
I.E. ±20.07 I- � I �� J �
II I
L__J i� -/
-
I
CB2188
CATCH BASIN
(REMOVE)
ROSEWATER
CLIENTS I PEOPLEI PERFORMANCE
1a01 TN1a0 AVENUE, SUITE 1500 6
SEA rnE. e+ASluNCruN 98101 - 3033
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 -5600 FAX: (425) 454 -0220
12" CPEP SD
IE = 20.07'
i
1
- APPROX LOCATION
ABANDONED SEWER MH
PER RENTON AS -BUILT W -954
LJ
12" CPEP SD
48" CPEP SD j I I #5 ___ IE = 21.39'
IE X116.28' 72" DIA CB I TYPE 2
I I
CBS #31 18" DIA QI SD 1
84' DIiA CB TYPE 2 IE 18.28' I 1 /
1 I i i
e I I
_L MH2182 \
iI -h SANITARY
SEWER
t� ^fir - - - - 1_2'' SS -
- ---- - -J -+-
18" PVC SS CROSSING, I I
r _ - A (BELOW 18" DI SD) 1 3: 1
I
I
I�I
j N j 18" DI SD
IE = 18.22'
PROVIDE 30" KNOCKOUT
4�" CEP SD FOR FUTURE.
IE I= 16.28' CORE DRILL FOR 18"
I I
CONNECTION
� � J
APPROVED FOR CONSTRUCTION
m
DATE
CB #3 & CB #5 DETAIL
SCALE: 1"=4'
Sk
I I \
- ------ - - - - -- -
16" C.I. W CROSSING,
(ABOVE 18" DI SD)
zl� I_ ADDENDUM NO. 1 WRE 107/091 KRS
NO. I REVISION i BY DATE I APPR
12" CPEP SO
IE = 21.39'
18" CPEP SO ZA
IE = 18.22'
_1_2"_C
iP SD
IE =
21.39'
12"
CPEP SD
IE =
19.63'
A
SCALE ACCORDINGLY
VARIES
K SMITH
R. EDRALIN
NOTES:
1. METAL PARTS: CORROSION RESISTANT.
NON- GALVANIZED PARTS PREFERRED. GALVANIZED
PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
2. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GATE.
3. IF METAL OUTLET PIPE CONNECTS TO CEMENT
CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D.
EQUAL TO CONCRETE I.D. LESS � ".
4. PROVIDE AT LEAST ONE 3 "x0.090 GAGE SUPPORT
BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM
S -0" VERTICAL SPACING)
PIPE SUPPORT -�
�.� 18" SHEAR GATE
SEE RENTON STD PLAN
18" OVERFLOW RISER -� B033
IE =22.46
CONNECT TO
EXIST 18" SD
TO WEST - - - - - -� IE= 20._21
\ EXIST 12" FROM NORTH
IE =17.65
L _ 48" TO SOUTH
IE =16.81 84" CB TYPE 2
CLEANOUT PLATE WITH
GASKET BOLTED TO FLANGE
ON RISER BASE
CB #10 DETAIL 0
SCALE: 1 " =4'
D- 342638
RAINIER AVE S (SR 167)
:ORNTAL HAD 1983 /1991 IMPROVEMENTS PROJECT
:4 CITY OF PHASE 1
RENTON SHATTUCK AVE S STORMWATER BYPASS
DATUM
Public Woks Dept. STORM DRAINAGE & UTILITIES
FED AID NO.: ARRA - 0167(044) DETAILS
11
IOI- 1217131412
ON�
M DE LILLA
AT FT
ONE IF NOT ONE INCH
SCALE ACCORDINGLY
D.
K. SMITH
NOTES:
1. METAL PARTS: CORROSION RESISTANT.
NON- GALVANIZED PARTS PREFERRED. GALVANIZED
PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
2. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GATE.
3. IF METAL OUTLET PIPE CONNECTS TO CEMENT
CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D.
EQUAL TO CONCRETE I.D. LESS � ".
4. PROVIDE AT LEAST ONE 3 "x0.090 GAGE SUPPORT
BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM
S -0" VERTICAL SPACING)
PIPE SUPPORT -�
�.� 18" SHEAR GATE
SEE RENTON STD PLAN
18" OVERFLOW RISER -� B033
IE =22.46
CONNECT TO
EXIST 18" SD
TO WEST - - - - - -� IE= 20._21
\ EXIST 12" FROM NORTH
IE =17.65
L _ 48" TO SOUTH
IE =16.81 84" CB TYPE 2
CLEANOUT PLATE WITH
GASKET BOLTED TO FLANGE
ON RISER BASE
CB #10 DETAIL 0
SCALE: 1 " =4'
D- 342638
RAINIER AVE S (SR 167)
:ORNTAL HAD 1983 /1991 IMPROVEMENTS PROJECT
:4 CITY OF PHASE 1
RENTON SHATTUCK AVE S STORMWATER BYPASS
DATUM
Public Woks Dept. STORM DRAINAGE & UTILITIES
FED AID NO.: ARRA - 0167(044) DETAILS
11
IOI- 1217131412