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SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M.
0
------------ --------------24.4-- �'------------
--- ---------- ----C _-, G -----
CONSTRUTION "A" LINE
10+00 _ _ 11+00
BEGIN PROJECT= SDi, CB TYPE 1
BEGIN CONSTRUCTION= - -STA "A" 11+85.00 (34.4' RT) G
STA "A" 10+00 -- RIM = 23.77
--' ,= IE (S) = 21.16
FO --
----------------
-------------
`o FEDAID: FA# CM-1292(002)
TO 8-1-102(034)-1 �) BergerABAM
CALL 48 HOURS �/
' BEFORE YOU DIG 33301 9th Avenue South, Suite 300
in Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
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EX CB #2280, CB TYPE 1
STA "A" 11+94.90 (86.9' RT)
RIM = 25.02
IE (N) = 20,90
IE (SW) ee 21.00 (EX)
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unal'';pvp„aim � I '
4 X 5
CB #1318, EX TYPE 2 - 48"
STA "A" 12+84.27 (35.0, RT)
RIM = 24.10
IE (S) = 19.90 (EX)
IE (NE) = 20.30 (EX)
-----
S--- ---------D-____�
12+00-___�z'P5ak-.: za
1c-
-
- 7TH STREET
STA "B" 51+16.51 (13.8' LT) w
RIM ) 23IE 21.
75
SD4, CONCRETE INLET W/
COMBINATION INLET o II
STA "B" 51+34.97 (16.4' RT)
RIM = 23.75 °
IE (S) = 20.50 I_ o
.a
8 LF
12" HOPE
53 LF ROW_
, �F
12' HDPE SD7, WSDOT TYPE 2 - 72' _
-
35
HOPE
FLOW CONTROL STRUCTURE
W/ SOLID LOCKING LID
12
IN,
STA "A" 12+82.14 (56.4' RT)
RIM - 27.30
IE (S) = 19.90(EX)
IE (E) = 20.15
E (N) = 19.90 (EX)
SD2, CB TYPE 2 -(48" W/
COMBINATION INLET
------- STA "A" 13+15.95 (48.7' RT) `
----- RIM = 23.94
IE (E) = 20.40 %
-SD--- IE (SE) = 20.40
;
- IE (W) = 20.40 -
CONCRETE INLET W/ /
COMBINATION INLET
STA "B" 52+33.29 (29.9' RT)
RIM = 24.04
IE (NW) = 20.50
CONSTRUCTION (j "B"
NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M.
RECORD DRAWING . JRL
Information shorn on this record dra,ing w
describes es -designed components and/or " JCR
a nnstmcted components. Inf-stion
regarding as-consWded components was sc"caJRL
prodded by others and ne not verinea. NO. REVISION BY DATE APPR = „-
30 LF
8" DIP
7"
14+00 _s
�'
EX MH #1294, MH TYPE 1 - 72"
----
a------
- STA "B" 51+44.93 (3.4' LT)
_ -
-
RIM = 24.22
W
G
IE (N) - 21.50
_
-#
IE (W) = 17.82 (EX)
--
0
+)T
-
77 LF
-- -
12" HOPE
I
\ ,
21 LF
�,
1 1/ 6
, I
,
o
0
CONSTRUCTION NOTES
O1
REMOVE EXISTING CATCH BASIN.
O2
NOT USED.
OABANDON
EXISTING STORM DRAIN PIPE AND FILL REMAINING
PIPE ENDS WITH CDF.
4O
ADJUST RIM TO FINAL GRADE.
O5
CONNECT NEW STORM SEWER PIPE TO EXISTING STRUCTURE.
ORECONNECT
EXISTING STORM SEWER PIPE TO NEW
STRUCTURE
OFIELD
VERIFY DEPTH OF EXISTING STORM DRAIN PIPE BEFORE
INSTALLING NEW CATCH BASIN.
OCONNECT
NEW STORM SEWER PIPE TO EXISTING STRUCTURE
PER DETAIL B ON MD-1.
Og
REPLACE LID WITH SOLID RECTANGULAR LID PER CITY OF
RENTON STD PLAN 204.10.
10
PROTECT FIBER OPTIC LINE IN PLACE. COORDINATE WITH
CENTURYLINK.
11
INSTALL FLAPGATE AND RISER PIPE PER DETAILS ON MD-2.
- 12
REMOVE EXISTING RISER PIPE AND FLAPGATE.
GENERAL NOTES
-- 1.
CONCRETE INLET REFERS TO CITY OF RENTON STD
PLAN 200.30.
- 2.
COMBINATION INLET REFERS TO CITY OF RENTON STD
PLAN 203.00.
3.
CB TYPE 1 REFERS TO CITY OF RENTON STD PLAN
_-
200.00.
4.
CB TYPE 1L REFERS TO CITY OF RENTON STD PLAN
200.10.
5.
CB TYPE 2 - 48" REFERS TO CITY OF RENTON STD
PLAN 201.00.
SD3, CB TYPE 1L W/
COMBINATION INLET
STA "A" 13+91.96 (38.4'
RT)
RIM = 24.09
IE (W) = 20.80
IE (SE) = 20.70 (EX)
A \
IN�o \
C14� \ .
�
Approved For BID
Robert M. Hanson P.E. Date
AS SHOWN a�=«� wes%1991 ,' °, CITY OF
a � $ RENTON
DATUM Public Works Department
Approved For Construction
Rnhert M- Hnnsnn P-F- ❑nte
KEYPLAN
20 0 20 40
scale feet
S 7TH ST. AND SHATTUCK AVE S
DRAINAGE PLAN
oELO8//23/16
a."DR-1