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FOOTING DRAIN LINE
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2. STORM DRAIN UNE MATERIAL TO BE CP UNLESS OTHERWISE SPECIFIED.
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11 LF LACL52 0 O.M 3. ROOF AND FOOTING DRAIN LINES ARE LOCATED ON PLANS FOR CLARITY AND ARE
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14 _ TYPE I W/ VANED GRATE -? ;C z TO BE PLACED IN ACCORDANCE WITH STANDARD PRACTICE
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1 PNC I - 4. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO9LI2S % - - - STA: 1+83.13, 33.50' L '9 ?
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RR 20 71 CONTRACTORP1IEOUT: 19.21 8" E
11 D ` INSTALLATION OF ANY PROJECT IMPROVEMENTS,
ITHEESHALL
VERIFY04O12 ° n 13+48-81,"19 59 L LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY40LF8' PVC SDR35 O 1.2% iR 1B•gg
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97 I.-; DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PIANS,
1 1 - R. 2"2 CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION
05% - 9 IMMEDIATELY.
LID L %' 1 5LF 8' PVC SDR35 0 21.7X ' 5. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE TRENCH SECTION DETAIL 1
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213 FFE = 24.0 3 00< MC - UNLESS OTHERWISE INDICATED ON PLANS.
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TFRAMCH EAISNATATOETOFBCURB OR FLOW
LINE
SITUATED SUCH E OFTMGUTTER (WHERE
E OUTSIDE E OF
RIM: 26:56 ==F - APPLICABLE). 1 x 1 i z - - -- " ,; x x -' _ lE INci6.44 8" (N )
16L STA: 1+32.34, 5.05' L 1 ' s'` _ - 6 -
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i o - x z IE OUT: 18.19 8" (W)
k76 51LF 8• PVC SDR35 0 2.0% IE IN: 16.44 Q` (W) +00 - T' :' 21' q.
7. ALL CATCH BASINS IN PAVED AREAS SHALL BE DEPRESSED 1/2' TO 1' BELOW
IE OUT: 16.44 /E° (E ° - -_ ` " ~ 1 F ,• 6LF 8• DI CL52 0 0.5% GRADE SHOWN AND SHALL RAVE TRAFFIC BEARING RING AND COVER.
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CB #1 _ 1 / l.1 1 / i fi' - - 23 RIM: I2019 2' .= 1 .. & '' '
W/ SOLID U INLETS WITH SOLID LIDS, UNLESS OTHERWISE SPECIFIED ON PLANS.
INE GRATE
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4 • 2+91.95, 8.24' L IM 95
S Tk 3+02.27, 8.26' L 9. INSTALL CATCH BASIN STORMFILTER CARTRIDGES IN CATCH BASIN STORM
42.57' L I 8 :: ,:...tom .g+'
pVC R35 1+00 j I - - 25`
IE OUTN•15818124• (W) IE IN: 18.16 8" (E) FILTERS(S) AND,, R STORMFILTER VAULTCONAS EARLY AS POSSIBLE IN THE
50 8' (N) TO 1 - IE OUT: 15.86 8' (W) CARTRIDGES WHEN CONSTRUCTION IS COMPLETE OR THE SITE HAS
CONSTRUCTION SEQUENCE TO MINIMIZE CONSTRUCTION SEDIMENTATION. REPLACE
4.
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I tOLF B" PVC SDR35 O 0.5%
10. REFER TO ARCHITECTURAL PIANS FOR EXACT LOCATION AND QUANTITY OFPVCSDR3502.7X '
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12" (E) CIS #10 DOWNSPOUTS. 0+00 § f LID TYPE II- 48• W/ SOLID LID
0.43
CB #15 14 RIM: 20.44
CB-.s = STA 0+29.53, 5.03' L STA: 2+20.31, 12.70' R SHEET NOTES:
I _ - -I IE IN: 17.05 8' (N) TYPE II- W/SOLD UD
SOLD, U.D. - RIM: 20.69 IE IN: 15.76 12' (N)
IE OUT: 17.05 8" (E) IE IN: 15.76 12' (E) O STORMTECH SC -740 DETENTION/INFILTRATION CHAMBER SYSTEM WITH 103 e7STA: 1+55.79, 8.23' L
IE OUT: 15.76 12' (W) C6.05RIM: 21.37 CHAMBERS PER DETAIL BOTTOM OF STONE IN FACILITY = 15.31'
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C6 o4EII -481 W 'SOLID LID
RIM 2087--
TA: 0+07.511273 R - O STORMTECH ISOLATOR ROW PER DETAIL 1
C6.05
IE INTI 15` 12' (N) .- ,- q CONNECT FOOTING DRAIN TO NEAREST CATCH BASINIEIN, 15 12 (E).; - O
IE OUT: 15.4Q 12 (W)I -- - O NOT USED.
t ; TYPE 2- 54' OUTLET CONTROL STRUCTURE. 2C6.
N 7 CONNECT TO IXISTING STORM LINE
DIAMETER CMP DETENTION TANK PER DETAIL BOTTOM35FT. OF 4 Ff. DIAM OF 2
TP..-... -.. O FACILITY = 15.11'. 6.04
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9 - WITH UNDERDRAN. BOTTOM AREA - 169 SO. O9 BIORETENTION CELL FL
REFER TO DETAIL2010020HvVEr - -
91
TIE CATCH BASIN INTO EXISTING 12" STORM WITH TYPE 2 CATCH BASIN
SCALE: 1'= 20' 10 WITH HERRING BONE GRATE
11 PROVIDE WATER TIGHT 8' PVC DOWNTURNED ELBOW INSIDE STORM
STRUCTURE ON STORM OUTLET PIPE. EXTEND ELBOW 4' BELOW OUTLET
PIPE IF
20' 12 8" INSPECTION PORTS. AT THE ENDS AND CENTER OF EACH STORMTECH.
CITY OF RENTON
13 12. 6 MANIFOLD.
Approved b : _ Date: Z 3 14 TYPE 2 STORM STRUCTURE WITH REMOVABLE WEIR.
15 STC 4501 STORMCEPTOR.
1R=365730 ,J % (, D6.G61Approvedby. tz """' L" - Date: UNDERDRAN PER DETAIL =- cs.os
17 SIDEWALK CUT AND PLATE FOR DRAINAGE. C6.06
Approved by: Date:
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18 CURB CUT FOR ROAD DRAINAGE.
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Approved by: Date: Call bef re you,
Date Plotted: 4/18/2013 12:12:03 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C400 By: ---- (' D 1 I` -
DRAWN. JMILFR
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DESIGNED KJGJFR
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DESIGNED KJGJFR
REVIEWED: JJG i
DATE. 10.05.12
Bcflh ND. 11e11
CADE FILE'. 11477 J.DWG
SHEET TME
STORM
DRAINAGE PLAN
BCRA
NEU
C4.00
PERMIT SET