HomeMy WebLinkAboutR-387532NW 1/ SEC 9, T 23 N, R 5 E, W.M.
MATCH LINE STA 26+00,
SEE DWG DR5
R/W
w
II
a Z
z
U w
I I
z
a Q
I
a J
r°n
�
BEGIN PRO
S-LINE STA 10 0P I
Z
Q 78.5 LF 18" SD ® 1.04%
6 CB #FT 7, 4'X4' FILTRATION UNIT
TA 24+97.44 (14.5' LT o
' I I
I
1
7.2 LF 8" CPEP ® 5.011
ILI
SET LANE NE
Ib •. yam:
„ 137.7 LF 18" SD ®1.009. ..
Lob I'1, LlYG
STA 24+91.14 (10.3' LT) $W SOLID LOCKING LID
29.3 LF 18" SO 0 1.03% OS dSTA 24+84.45 (1.3' LT)
MATCH LINE STA 24+75,
SEE DWG DR4
GENERAL NOTES
1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH
INTERIOR WALL HIGH-PERFORMANCE POLYPROPYLENE STORM
SEWER PIPE, UNLESS OTHERWISE NOTED.
2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER
CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED.
3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE
APPROXIMATE.
4.THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS
PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN.
5. FOR CATCH BASIN RIM ELEVATION AND PIPE INVERTS SEE
SHEETS DP7-DP5.
6. ALL CATCH BASINS AND BIORETENTION FILTRATION UNITS ARE
CALLED OUT TO THE CENTER OF STRUCTURE. SEE SHEET DD1
FOR CATCH BASIN TYPE 2-48" ROTATION AND GRATE PLACEMENT.
7. ROTATE TYPE 1 CATCH BASINS SO THAT THE LONGER SIDE IS
PARALLEL TO PROPOSED CURB. ROTATE TYPE 2 CATCH BASINS
WITH SOLID LIDS TO KEEP LIDS OUT OF WHEEL PATH.
8. ALL CATCH BASIN RIMS ALONG GUTTER FLOWLINES ARE SET
0.08' LOWER THAN THEORETICAL FLOW LINE ELEVATION.
CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
18.6 LF 8" CPEP 0 5.0%
4'X4' FILTRATION UNIT
97 (12.5' LT)
z _ SS _ SS J�
9 SS - - - /-cis
SD
'50, TYPE 2-48" O
)LID LOCKING LID
10+57.75 (8.9' LT) 1 9 /
+CB #EX 3-4, EXISTING TYPE 2-48"_ W-
I STA 11+49 69 (8.1' RT) G SS - G
45.0 LF 1 2' SO 0 2.90%
/ CB #56, TYPE 2-48" I
W SOLID LOCKING LID
STA 11+94.72 (7.2' RT)
0EK0
0
om
49442
F RFGISTEF 1
�SLNNA ENG 2�1211g No.
CONSTRUCTION NOTES
O CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE
O CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE
O3 NOT USED
O4 NOT USED
O5 NOT USED
8 N
LT
ti
I cV
I
CB #51, TYPE 2-48" :.;/ 0
R/W W SOLID LOCKING LID S
- -� STA 12+87.73 (16.8' LT Q
s N
C 0
^a e
0
I 0
O6 SEE SHEET DD1 FOR BIORETENTION FILTRATION UNIT OUTLET
CONNECTION DETAIL.
O7 INSTALL SOLID LOCKING LID PER CITY OF RENTON STD. PLAN 204.10
AND 204.50.
O8 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CITY OF RENTON
STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF
RENTON STD PLAN 203.00.
O PROTECT EXISTING DRAINAGE STRUCTURE.
SS SS
- rr^Q
_ 0
\\Z27.5 LF 18" SO 0 1.21% LLJ
�94.7 LF 18" SO 0 1.00% R/W
U
LF 12" SD ®2.90" V
LEGEND
SD
STORM DRAIN PIPE
SS
SANITARY SEWER PIPE
W
WATER LINE PIPE
- -SS- -
SANITARY SEWER PIPE (EXISTING)
- -SD- -
STORM DRAIN PIPE (EXISTING)
- - W - -
WATER LINE PIPE (EXISTING)
0
CATCH BASIN TYPE 1
0
CATCH BASIN TYPE 2 (GRATE)
CATCH BASIN TYPE 2 (SOLID LID)
SANITARY SEWER MANHOLE
BIORETENTION FILTRATION UNIT
FIRE HYDRANT
PIPE REMOVAL
O
CONSTRUCTION NOTE
6=
JEIN
", 20
1
oMw xrow�3 ss„
CITY OF
DID
17 17
MW
J. BEAN
x== -
xmP.
AT
DATUM
RENTON
LKM
2 21 16
DID
DE BOLDT
suit accoaax=r
Planning/Building/Public Works Dept.
REVISION
BY
DATE
APPR
PA D. DEKOEKKOEK
KEY MAP
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED TO CONSULTANT AND
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
,00,*
SCALE
20 0 20 40
FEET
CITY OF RENTON
SUNSET LANE NE IMPROVEMENTS
DRAINAGE PLAN
�B0/2016
��x�DR1
sxE�. 329