HomeMy WebLinkAboutR-3693081CY)
rn
co
CY)
O
W
I-
O
�
I
ss
I
I
�I
0
Elfin
�
I
I
I
II
ROW-- _ _f
� I
�
M�WDR unng
W
I
30 LF
UNDERDRAIN
�W
I
8 IN. DIAM
72 LF
46�11
LLJJ
UNDERDRAIN
8 IN. DIAM
_
DR2-SD5
ti
31 LF
U) 112"
HOPE
DR2-SD1 I
CI
-
W
z
J
U I
F- I
PIPE
<
qLF
I-UDO3
PIPE
r
12 FEDAID: STPUL-1276(004)
HPP-1276(005)
SOME DATA ON RECORD DRAWINGS
IS BASED UPON INFORMATION
PROVIDED BY THE CONSTRUCTION
in CONTRACTOR TO THE CITY OF
.. RENTON, THE CORRECTNESS TO THIS
DATA HAS NOT BEEN VERIFIED.
T U -
G
G ~ G -
I
SS ._
m SS
O
co'ao
co
'a 13
to I
m I�
I a
I o
o
m O
M I
m
20 LF
UNDERDRAIN PIPE m
8 IN. DIAM i --
y W
o DR2-UD13 ``'
m O I DR2
30 LF o I
UNDERDRAIN PIPE m I
8 IN. DIAM
80 LF I
UNDERDRAIN PIPE
8 IN. DIAM I
o I o
an18+00 1
I 30 LF
UNDE:DDIAM
RAIAN
m 8 IN.
e 150 LF
12"' PEPP
m 80 LF
UNDERDRAIN PIPE
8 IN. DIAM
69 LF 20" STEEL CASING
SEE DETAIL 1, DD-4
DR2-UD14 0
�I m
m
I
I m
I� m
II 4
g
I� >
m
I"NI"aT
I
I� m
I
I
to 0
m
II I
Z
OP
NW 1/4, SEC 25, T 23 N, R 4 E, W.M.
G-
SS_ -
I
I
BF BFO BFO BFO
ROW
W W W W W 'A
12 LF 94 LF
UNDERDRAIN PIPE 30 LF UNDERDRAIN PIPE
8 IN. DIAM UNDERDRAIN PIPE 8 IN. DIAM
DR2-UD 11 8 IN. DIAM
DR2-UD07
1 DR2-SD4 20+00
-
� OP
G----
c�_J
� G -
OP I
SS � Ss �_ ss
I
I I
I
Bf ;i BFO BFO BFO ROW C'`'i
jj
- - - - - - - - - - - - - - - - - - - - - - - - -
31 12" L11520" HLFDPE =UNDERDRAIN
FD8 IN.H
IR2-SD2
DIAM
_r�rn-
I A A � DR2-UD06 -I P - 75 -LF� - - -ROW - --
I p` UNDERDRAIN PIPE I DR2-UD08 I
DR2-UDO5 wR� I 8 IN. DIAM
DR2-UD12 I we 0J8
m ova 18 LF
O aT UNDERDRAIN PIPE
12 LF 8 IN. DIAM
UNDERDRAIN PIPE
8 IN. DIAM
m I �
-
� OP
G----
c�_J
� G -
OP I
SS � Ss �_ ss
I
I I
I
Bf ;i BFO BFO BFO ROW C'`'i
jj
- - - - - - - - - - - - - - - - - - - - - - - - -
31 12" L11520" HLFDPE =UNDERDRAIN
FD8 IN.H
IR2-SD2
DIAM
_r�rn-
I A A � DR2-UD06 -I P - 75 -LF� - - -ROW - --
I p` UNDERDRAIN PIPE I DR2-UD08 I
DR2-UDO5 wR� I 8 IN. DIAM
DR2-UD12 I we 0J8
m ova 18 LF
O aT UNDERDRAIN PIPE
12 LF 8 IN. DIAM
UNDERDRAIN PIPE
8 IN. DIAM
m I �
C)
I�
o
-W W W m W W
W
W
2
IU)
NSTRUCTION q "S" LINE m
LU
M W
CDDR2-UD09
21+00 0
00
+
I+
CV
SW 27TH ST
150 LF
f
o
J -
J DR2 SD3 m 12" HDPE
I�
W
- R PWR
PWR PWR -
z
-- - - - - - - - - - - -- 2- - - - - - - - -
105 LF m
UNDERDRAIN PIPE DR2-UD10 =
8 IN. DIAM I U
Oja OAa OAa o-ja (DAG I F-
o I 17
m I�
0
I of a
0
UNDERDRAIN NOTES
UNDERDRAIN NOTES
UNDERDRAIN NOTES
STRUCTURE
STA/OFF
PIPES IN
PIPES OUT
STRUCTURE
STA/OFF
PIPES IN
PIPES OUT
STRUCTURE
STA/OFF
PIPES IN
PIPES OUT
DR2-UD01
STA "S" 17+50.00
8" INV IN =7.85
8" INV OUT =7.85
DR2-UDO6
STA "S" 19+00.00
8" INV IN =9.53
8" INV OUT =9.53
DR2-UD11
STA 'S" 18+82.00
8" INV IN =9.24
8" INV OUT =9.24
32.75' RT
32.75' RT
2.80' RT
8" INV OUT =9.24
DR2-UD02
STA "S" 17+70.008"
8" INV IN =8.29
INV OUT -8.29
DR2-UD07
STA "S" 19+75.87
8" INV IN =12.75
8' INV OUT =12.75
DR2-UD12
STA "S" 18+82.00
8" INV IN -8.89
„
8 INV OUT =8.89
3.00' RT
8" INV OUT =8.29
1 25' RT
32.75' RT
8" INV IN =8.89
DR2-UD03
STA "S" 17+70.00
8" INV IN =7.96
8" INV OUT =7.96
DR2-UD08
STA "S" 19+75.00
8" INV IN =12.19
8" INV OUT =12.19
DR2-UD13
STA "S" 17+90.00
8" INV IN =8.39
8" INV OUT =8.39
32.75' RT
8' INV IN =7.96
32.75' RT
3.00' RT
8" INV OUT =8.39
DR2-UD04
STA "S" 18+70.00
8" INV IN =8.79
8" INV OUT -8.79
DR2-UD09
STA "S" 20+80.00
8" INV OUT =17.90
DR2-UD14
STA "S" 17+90.00
8" INV IN -8.06
8 INV OUT =8.06
3.00' RT
8" INV OUT =8.79
1 25' RT
32.75' RT
8" INV IN =8.06
DR2-LIDOS
STA "S" 18+70.00
8" INV IN =8.46
8" INV OUT =8.46
DR2-UD10
STA "S" 20+80.00
8" INV OUT =17.38
32.75' RT
8' INV IN =8.46
32.75' RT
I I Iv I I I I
BergerABAM RECORD
33301 9th Avenue South, Suite 300 D RAW I N G
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250 r
BEE
-vns
REVISION BY DATE APPR ^"
AS SHOWNAl-
� DATUM
20 0 20
scale
CITY OF
RENTON
Public Works Department
Approved For Construction
NOTES:
1. SEE SHEETS G6 & G7 FOR LEGEND ABBREVIATIONS
AND GENERAL NOTES.
2. ALL FRAMES AND LIDS SHALL BE OF LOCKING TYPE
PER WSDOT STD PLAN B-30.10-00.
3. SEE COMPOSITE UTILITY PLAN SHEET FOR EXISTING
UTILITIES.
4. SEE CHANNELIZATION PLANS FOR CHANNELIZATION &
SIGNING.
5. SEE DRAINAGE PROFILE SHEETS FOR RIM ELEVATIONS,
PIPE INVERTS, STRUCTURE TYPE, PIPE MATERIAL AND
STATIONING.
6. ALL CATCH BASINS SHALL HAVE VANED GRATES
UNLESS OTHERWISE SPECIFIED.
7. ALL UNDERDRAIN STRUCTURES WILL BE AREA INLETS
W/ SOLID LIDS PER DETAIL 3 ON DD-6. SEE ROADWAY
SECTIONS FOR UNDERDRAIN PIPE ZONE BEDDING AND
BACKFILL.
8. SEE POND PLAN, POND SECTIONS AND DRAINAGE
DETAIL DRAWINGS FOR POND DETAILS.
9. SEE STORM PUMP STATION DRAWINGS FOR STORM
PUMP STATION.
10. SEE WATER LINE EXTENSION PLAN AND PROFILE
DRAWINGS FOR WATER LINE.
11. FOR FIBER OPTIC SEQUENCING SEE CONSTRUCTION
STAGING FIBER OPTIC RELOCATION SHEETS. FOR FIBER
OPTIC PLAN AND DETAILS SEE UT DRAWINGS..
DRX-SDX
� DENOTES STORM DRAIN
STRUCTURE NUMBER
DENOTES DWG NUMBER
7DRX-UDX
7 DENOTES UNDER DRAIN
STRUCTURE NUMBER
DENOTES DWG NUMBER
7DENOT
DENOTES PUMP SYSTEM
STRUCTURE NUMBER
ES DWG NUMBER
iia KEY PLAN
f-f
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
DRAINAGE PLAN
SHEET 2
R-369381
5/20/15
DR-2