HomeMy WebLinkAboutR-387535NW 1/ SEC 9, T 23 N, R 5 E, W.M.
STA
# 2 3 � /E 1 L 2 Q4 CB #40, TYPE 1
y STA 22+33.00 (43.3' L
R/W C EX TYPE 2 STA 24+41.22 (60.6'/LT)
CB EX 54, EXIST TYPE 1 7 g
9 13.9 LF 12" SO ® 2.09%
STA 22+32.53 (48.3' LT)" �� 13.7 LF 12" SD ® 1.46%
V\ 1 CB #41, TYPE 1
,\\\ �' \ \ CB #4, TYPE 2-48" STA 24+35.23 (48.1'
8 LT)
i 5.1 LF EX 12" HDPE 0 3.35% �L� STA 22+65.40 (10.3' LT)
\\ \\\ \ �\ 19.4 LF 12" SO ® 6.33% 18.4 LF 12" SD ® 0.99%
\\\ I E 0 \3% \ �\ 21.6 LF 12" SO ® 0.53% SCB TA 42, TYSO (48.0' LT)
ST # 2 26. EXIST TYPE 1 STA 2+90 63 (20'LFILTRATION UNIT 6 38.7 LF 18" SO ® 2.20%
W � 9 STA 22+26.14 (49.1' LT)
z \ \ 5 9 7 47.8 LF 12" SD ®0.49% #3, TYPE 2-48"
Z
LU 52.4 LF 18" SO 0 1.45% W SOLID LOCKING LID
Z CB #38, TYPE 1L \ STA 23+29.88 (14.4' LT)
JSTA 22+02.26 (49.0' LT) \ R/W /
LU
i/) \ o SD 7,Zr
Z 57.4 LF 18" SD ® 2.00%
i
� s ss ss
, N
5( / W++ ++
Z NE 1jjN
89.4 LF 18" SD ® 0.5 h
'ss
-ss-----ss-
�w{ 1 - - ss \
jSg 1 7.4 LF 8" CPEP 0 5.0% CB #43, TYPE 2-48"
W SOLID LOCKING LID \�
55 ----- du STA 24+16.10 (9.3' LT)
i _ ----
W
2.6 LF 2" SD ® 0.69% -
R/W \ \ \,, 45.8 LF 18" SO 0 0.50%-
/ \ CB #52, TYPE 1 ems' 1
\ 8 9 CB #2, TYPE 2-48"
Q =� CB 39, TYPE 2-48" c CB #25, TYPE 2-48" 1 �O \ 8 STA 24+61.88 (10.3' LT)
W SOLID LOCKING LID STA 22+85.17 (15.5' LT) /
STA 22+03.76 (8.4' RT) � /
CB #46, TYPE 1- 8 SS - - 19.4 LF 112" SO ® 8.97% /
182.3 LF 18" SD ® \.O6% \ \ \ STA 22+65.54 (9.2' RRT) O _ _ S os 5�
o29.3 LF 18" SD ® 8.93% \ I \ o / g0 \ \ \ 8 CB #60, TYPE 1
CB #65, TYPE 1L \ /� \ \ STA 2\ 61.91 (9.2' RT)
CA CB r
W SOLID LOCKING LID / 30 24.3 LF EX 18" SD ® 1.36%
STA 22+33.09 (9.2' RT) \ / 1
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.
CONSTRUCTION NOTES
O1 CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE
O CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE
ONOT USED
O4 NOT USED
ONOT USED
OSEE 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.
OS 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.
CONNECT EXISTING 8" SD Q
i
o� R/W
r O FRENCH DRAIN WITH 4"
�i PERFORATED PIPE 3
2
CONNECTED TO CB #41
,a
IV
N
\ //�:T-441
c/
e/
�V
�Q
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
XO
CONSTRUCTION NOTE
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.
SCALL
20 0 20 40
FEET
DEKO
AS
CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet _ ��0 5 DID 5 t DID 6� aoM �800
o w (....) CITY OF RENTON 4/2016
z 4 DID 5 1 DID 1"=20' "`""° AR
CITY OF
� 3 DID 5 t DID xEoM "'" SUNSET LANE NE IMPROVEMENTS
1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ P 2 DID 5 1 DID „ BEAN RENTON
orb, RFc9 ��E° �``' 1 LKM IV21116 DID DATUM
UTILITIES UNDERGROUND LOCATION CENTER 505 5thAvenue S, Suite 300 ss/pNAL E PgNmP. DE BOLDT �NGLy Planning/Building/Publlo Works Dept. DR4
Seattle, Washington 98104 N0. REVISION BY DATE APPR " o. DEKOEKKOEK DRAINAGE PLAN 35 "9,