HomeMy WebLinkAboutR-387533N
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6 CB #FT3, 4'X4' FILTRATION UNIT
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STA 14+36.25 (18.5' LT)�
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98.4 LF 18" SO ® 0.29%
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CB #21, TYPE 2-60" /
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W SOLID LOCKING LID
STA 13+50.90 (18.9' LT) C/
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34.1 LF 8" SO ® 1.25%
R/W
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NW Y/ SEC 9, T 23 N, R 5 E, W.M.41
2
y � � c6 ta, TYPE z-a8"
/ \\' W SOLID LOCKING LID
/ X\. STA 16+46.26 (198.8' LT)
6. 8" CLEANOUT
1 14+50.45 (34.4' LT) i
L20.5
CB 36TYPE1W SOLID LOCKING LIDSTA 15+03.87 (9.2' LT)
LF 8" SO 0 1.01% J 1
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LF 12"/ SD 0 1.81%
=19.4LF8"SD0 1
I _/ /
W 72„
s°
SUNSET LANE NE
61.9 LF 12" SD ® 4.27% I
CB #17, TYPE 1 CB #55, TYPE 1
STA 14+45.57 (14.6' LT) S W SOLID LID
_F SS- - C STA 15+65.78 (15.2' LT)
/
STA 15+67.37 (34.5' LT)
GE=329.61 / / \ QA /
IE=326.30�\
CB #FT 2, 4'X4' FILTRATION UNIT 6 / ryp, '
STA 15+84.90 (18.5' LT) O \
CB #16, TYPE 1
8
Ss- STA 16+01.11 (9.1' LT) / \
% / / / 0�� / 20' UTILITY
CP X I /
M�/ \ 43 LF 18" S \ ® 1.09% d z \ \ 18.0 LF 8" CPEP ® 5.0% / / R/W
4/S/ \ \ \ 52.1 LF 12" SD ® 1.95%
���� / CO 5 8" CLEANOUT �`" 21.8 LF 12" SO ® 1.15%-"/.
S STA 13+29.59 (41.9' LT) / \ CB #13.1.
GE=336.46 \ \ STA 16+52
IE=328.53" s ,3X _ EE 323.85
OQ `STA 13+12.05 (8.2' LT) 8 \ \
i
GENERAL NOTES �RI \ CONSTRUCTION NOTES
1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH O CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE.
INTERIOR WALL HIGH-PERFORMANCE POLYPROPYLENE STORM
SEWER PIPE, UNLESS OTHERWISE NOTED. O CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE.
2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER O NOT USED
CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED.
3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE O4 NOT USED
APPROXIMATE. O NOT USED
4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS O SEE SHEET DD1 FOR BIORETENTION FILTRATION UNIT OUTLET
PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. CONNECTION DETAIL.
5. FOR CATCH BASIN RIM ELEVATION AND PIPE INVERTS SEE O7 INSTALL SOLID LOCKING LID PER CITY OF RENTON STD. PLAN 204.10
SHEETS DP1-DPS. AND 204.50.
6. ALL CATCH BASINS AND BIORETENTION FILTRATION UNITS ARE Og RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CITY OF RENTON
CALLED OUT TO THE CENTER OF STRUCTURE. SEE SHEET DD1 STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF
FOR CATCH BASIN TYPE 2-48" ROTATION AND GRATE PLACEMENT. RENTON STD PLAN 203.00.
7. ROTATE TYPE 1 CATCH BASINS SO THAT THE LONGER SIDE IS O9 PROTECT EXISTING DRAINAGE STRUCTURE.
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.
0EK0
CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 4
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 49442 2
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ s/ONA �ENG��t2�t� t FIELD DIRECTIVE #s
Seattle, Washington 98104 QI NO. REVISION
CB 12, TYPE 2-48"
8 STA 16+77.41 (8.4' LT) /
17.0 LF 8" CPEP ® %
CB #FT 1, 4'X4' FILTRATION UNIT /
I6)--' -' '-- -, ._.
EASEMENT
/CB 61, TYPE 2-48"
W SOLID LOCKING LID
STA 16+44.25 (20.5' LT)
/ \ 14.5 LF 24" SO 0 2.00%
\Sy, B # 3, TYPE 2- 8"
STA 16+51.91 (8.3' LT) 8
\ �L
25.5 LF 24" SD ® 1.45%��
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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.
\ PIPE CENTERLINE (TYR)
KNOCKOUT (TYP)
APPROX. 10.1" CENTER OF CB #21
BETWEEN KNOCKOUTS
TYP APPROX. 11.2"
PIPE WALL \
( ) BETWEEN KNOCKOUTS
APPROX. 10.8"
BETWEEN KNOCKOUTS \�
KEY MAP
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)
M
CATCH BASIN TYPE 2 (SOLID LID)
SANITARY SEWER MANHOLE
BIORETENTION FILTRATION UNIT
FIRE HYDRANT
PIPE REMOVAL
OX
CONSTRUCTION NOTE
SCALE
20 0 20 40
FEET
' CITY OF RENTON /
DID 0 29 18 DID m,° 1 "=20' °"'� 4 2016
CITY OF
JID z 17 is MU °E°"^ JAI" .`� SUNSET LANE NE IMPROVEMENTS
TAM 1 18 16 DID """" �, BEnN RENTON .
dW 9 21 16 DID "E" - DATUM
"mP DE BOLDT W DR2
BY DATE APPR PAPlanning/Building/Public Works Dept. c
D. DEKOEKKDEK DRAINAGE PLAN °' 33 "g,