HomeMy WebLinkAboutR-417858NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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SEE SHEET C5.14 FOR CONTINUATION
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MIXED USE BUILDING B MIXED USE BUILDING A CB J35A, TYPE 1 NTH SUMP
LLJ1I RIM=365.22
D 14 LF 8" SO 0 10.00% 8" IE 0UT=361.55
C5.41 -�I 15 LF 8" SO 0 6.53%
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RIM=364.60
5+00 �!j o 6+00 8" IE OUT=360.937 +00
5 55� 55 SS 4 '46'47'E 1083-01'��$�GI 55 N35'46I4]"E ID&3A .M S F SS S5� S SS SS S
/ (1083-39 REF 1) LNYIIIVG GB (10g339 REF 1) I CB #34 1 7 BIOPOD BPU-46IB CB #35
(1083.45 REE S Tp QDAMN (1013 4s REF 2) RIM=366.25
/ I I I C5.53 8° IE IN-359.17 (NW)
s0 so sBSD-sro/ sro sn-r--sn m sB� so 8" IE OUT=B356.97 (SE) s0
4o NE SUN$ET BOULEVARD (SR 900 a LF 8° SO 0I.DO% sa
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ss Ss s S s ss ss A ss ss Ss - ss
375 375
CB !35 TYPE 2-48°
STA. 8+19.91, 23.58' LT
DRIVEWAY RIM=365.71
370 EXISTING CURB 18" IE IN=356.10 (NE) 370
- - -- --. --.- - --.- TO REMAIN - 8" IE IN=356 93 (NW)
EXISTING CURB (S
TO REMAIN - - - -
v
365 �.- 65
-_ 12" yR.1 XIN
--EL=359.07
_ STA. 6+65.8
360 -� - p _
60
EXISTING GRADE
AT ip OF ROAD '., '.. 88 LF 18° SD a 1.03%
q25 LF 18° SD ®1.02X
355 -. 189LUF 18" SO 0-IA8% -..-..-..-..-..-.-..-... ...... ..... - 55
L. CB 4 TYPE 2-48°
350 STA.6TB TYPE 2- STA. 6+95.10, 23.35 LT _ 350
+07.08, 23.00' LT RIM=364.96
RIM=363.36 (EX) W IE IN=354.82 (NE)
18" IE IN=353.92 (NB) 8" IE IN=359.51 (NW)
345 18" IE 01 (SW) (EX)18" IE OUT=354.82 (SW) 345
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O O O N N M M `f < < Y7 Y7 YJ Y7 M Y7 Y7
N O O O O O O O O O O O O O 0 O O
M M M M M M M M M M M M M M M M M M M
4+60 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+20
BIORETENTION
BOTTOM
BOTTOM
OVERFLOW
OUTLET
CONNECTED
CURB INLET
CURB INLET
NUMBER ®
AREA (SF)
ELEV.
ELEV.
IE
TO
STA.
ELEV.
21
647
364
364.60
357.78
CB #34
34.07+17'1' LL4T
365.10
Call 811
• two business days
before you dig
N0.
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CIVIL CONSTRUCTION PERMIT RMUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAF
REVISION
BY I DATE I APPR
11
0 0' zo' 40'
lim
1 inch = 20 fE HORZ
0 2.5' 5' 10'
1 inch = 5 R. VERT
M,. AS NOTED °" ° '°_^°°'
�� DATUM
0
::: ..;1
KEY PLAN�
NTS
NOTES:
1. ALL CATCH BASINS WITHIN THE RIGHT
OF WAY SHALL BE CONSTRUCTED WITH
VANED GRATE LOCKING UD, UNLESS
NOTED OTHERWISE.
0 ROADSIDE INFILTRATING BIORETENTION
PLANTER PER CITY OF RENTON
STANDARD DETAIL 262.00 ON SHEET
C5.50 CONSTRUCTED 'NTH
THROUGH -CURB INLET AT UPSTREAM
SIDE OF PLANTER CONNECT OVERFLOW
TO CONVEYANCE IN ROW. CONTRACTOR
SHALL PROTECT BIORETENTION AREA
DURING CONSTRUCTION TO PREVENT
COMPACTION OR SILTATION.
O3 ON -SITE BIORETENTION PER CITY OF
RENTON STANDARD DETAIL 262.20 ON
SHEET C5.52. CONTRACTOR SHALL
PROTECT BIORETENTION AREA DURING
CONSTRUCTION TO PREVENT
COMPACTION OR SILTATION.
® CONNECT TO EXISTING STORM
STRUCTURE. CONTRACTOR SHALL
CONFIRM LOCATION AND ELEVATION OF
STRUCTURE AND CONNECTED PIPES
AND NOTIFY ENGINEER OF ANY
DISCREPANCIES.
5. PLACE ETHAFOAM PAD BETWEEN PIPE
CROSSINGS WITHIN LESS THAN 18"
CLEARANCE.
6. ALL STORM DRAINAGE PIPE 12" OR
LARGER SHALL BE TYPE S, UNED
CORRUGATED POLYETHYLENE (LCPE)
PER WSDOT STANDARD SPECIFICATIONS
9-05.19 UNLESS INDICATED OTHERWISE.
lq3ff
16015th Avenue, Suite 1600
Seattle, WA 98101
305.632.5611
www.kpff.com
CITY OF
=a
' FENTON
viav
Planning/Building/Public Works Dept.
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LEGEND:
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PROPERTY UNE/ROW UNE
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ROW CENTERLINE
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ASPHALT
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CONCRETE
CURB
-360-
MAJOR FINISHED GRADE CONTOUR
362
MINOR FINISHED GRADE CONTOUR
CM
-�-
STORM DRAIN LINE
M
$C $b
■ ®
CATCH BASIN
C5.50
C5.50
O
O
00
•
CLEANOUT
552
IL
11
BIORETENTION ID
®
CURB INLET
@
BIOPOD
R-417858
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
JFarah 04/01/2022 msippo 04/07/2022 O
SOLERA
2842 NE SUNSET BLVD
RENTON, WA 98056
GRADING AND STORM DRAINAGE
NE SUNSET BOULEVARD PLAN AND PROFILE
C5.16
58 14z