HomeMy WebLinkAboutR-3693080a
O
UNDERDRAIN NOTES
STRUCTURE
STA/OFF
PIPES IN
PIPES OUT
DRi-UDO1
STA "S" 16+37.07
8" INV OUT =19.00
128.37' LT
DRi-UD02
STA "S" 15+95.56
8" INV OUT =19.00
127.94' LT
DR1-UD03
STA "S" 16+37.82
8" INV IN =15.50
8" INV OUT =15.50
102.35' LT
DR1-UD04
STA "S" 15+96.36
8° INV IN =15.40
8" INV OUT =15.40
100.77' LT
DRi-LIDOS
STA "S" 16+49.43
"
8INV IN =9.10
8" INV OUT =9.10
37.31' LT
8" INV OUT =9.10
DR1-UD06
STA "S" 15+96.36
8" INV IN -8.90
8" INV OUT =8.90
37.66' LT
8" INV IN =8.90
DRi-UD07
STA "S" 15+96.36
8" INV IN =7.20
8" INV OUT =7.20
32.75' RT
DRi-UD08
STA "S" 16+57.98
8" INV IN =8.60
8" INV OUT =8.60
22.51' LT
DR1-UD09
STA "S" 16+77.62
8" INV IN =8.28
6.03' LT
8" INV IN =8.28
DR1-UD10
STA "S" 16+97.62
8„ INV IN =8.13
8 INV OUT =8.13
1.25' RT
8" INV OUT =8.13
DR1-UD11
STA "S" 16+97.62
8" INV IN =7.59
8" INV OUT =7.59
32.75' RT
8" INV IN =7.59
DR1-UD12
STA "S" 16+17.34
8" INV IN -7.00
8 INV OUT =6.00
34.63' RT
8" INV IN =7.00
0
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.
NW 1/4, SEC 25, T 23 N, R 4 E, W.M.
l DRi-UD01
l
- ss DRi-UD02
ss - =1N.
I [81N.
LF AIN PIPE Ss
DERDRAIN PIPE M
l DIAM
DR1-UD03
l� DRi-U)04
l
oa I UNDERDRAIN PIPE 66 LF
l 8 IN. DIAM UNDERDRAIN PIPE
8 IN. DIAM
UT1uT I N
ROW ------
70 LF 53 LF DR1-LID05 DR1-UD08 I p
a I UNDERDRAIN PIPE DR1-UD06 UNDERDRAIN PIPE
I 8 IN. DIAM
8 IN. DIAM CL
LLI
I
ml 0" 17 LF DR1-UD09 I(ALUNDERDRAIN PIPE LJJ8 IN. DIAM21 E (w26 LF UNDERDRAIN PIPESTR CTION Gi "S" LINE DRi-SD2 8 IN. DIAMSEE DETAIL 1, DD-6 UNDERDRAIN PIPE14+00I 5+00 +00 8 IN. DIAM 17+00 I +
ti
° ACCESS RD 21 LF ST NDER
UNDERDRAIN PIPE
SEEDR1DETAIL 2, DD-6 1 8 IN. DIAM BL VD
SEE DE
_ 148 LF Q
12" HOPE DR1-UD10 I �
0 11LF
12" HOPE32 LF
I Z
J
N DR1-UD07 DR1-UD12 UNDERDRAIN PIPE
!r DRi-SD3 80 LF 8 N. DIAM I U
UNDERDRAIN PIPE DRi-UD11 I Q
SEE PS DWGS 8 IN. DIAM 52 LF
FOR CONTINUATION UNDERDRAIN PIPE
l 17 LF 8 IN. DIAM
PS2-MH1 8" PVC
I
I +�
to
I
I
I
PUMP STAT/ON
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
-ivns
REVISION BY DATE APPR ^"
AS SHOWNAl-
� DATUM
20 0
scale
CITY OF
RENTON
Public Works Department
Approved For Construction
20
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. UNDERDRAIN STRUCTURES PER WSDOT STD PLAN
B-25.60-00. 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.
DRX-SDX
'��DENOTES STORM DRAIN
STRUCTURE NUMBER
DENOTES DWG NUMBER
DRX-UDX
�DENOTES UNDER DRAIN
STRUCTURE NUMBER
DENOTES DWG NUMBER
PSX-MHX
��DENOTES
PUMP SYSTEM
STRUCTURE NUMBER
DENOTES DWG NUMBER
iia KEY PLAN
f-f
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
DRAINAGE PLAN
SHEET 1
R-369380
F5201115