HomeMy WebLinkAboutTED4003446.170
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PRIVATE ROOF DRAIN NOTE
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ALL PRIVATE STORM DRAINAGE ROOF DRAINAGE CONVEYANCE
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PIPE SHALL BE A 6"0 SDR35 D3034 WHITE PVC PIPE, PLACED
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AT A MINIMUM SLOPE OF 0.50%. IF THE SIZE OF THE PIPE IS
INCREASED THE DIAMETER OF THE PIPE WILL BE SHOWN ON THE
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PIPE WITHIN THE PLANS.
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LOT BMP APPLICATION NOTES
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1. CONNECTION OF THE INDIVIDUAL SINGLE-FAMILY
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STRUCTURES TO THE PRIVATE DOWNSTREAM DRAINAGE
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SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION.
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2. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL
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BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY
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EACH LOT OWNER.
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3. COMPLIANCE WITH THE BMP REQUIREMENT ON THE LOTS
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WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED
FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN
APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL
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BUILDING PERMIT FOR EACH LOT.
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NOTE
FOR A STREET CROSS SECTION VIEW OF
NE 2ND PLACE, SEE SHEET C-14.
KEY NOTE:
1M 2-16 BOX CURB SIDE DELIVERY MAILBOX
SUPPLIED BY RENTON POST OFFICE, JODIE VAN
CAMPEN
(425) 227-6304
2❑ 28' WIDE TYPE 1 CEMENT CONCRETE DRIVEWAY
ENTERANCE
SS ASBUILT NOTE:
FOR SANITARY SEWER ASBUILT INFORMATION
SEE SHEETS C-15 THRU C-19.
SD STUB ASBUILT NOTE:
SD ROOF DRAIN STUB INVERTS ARE PLACED NEAR
THE END OF THE ASBUILT STUB. THE INVERT
ELEVATIONS WHERE PROVIDED BY THE CONTRACTOR
AND THE LOCATIONS OF THE STUBS WHERE FIELD
LOCATED BY SURVEY.
VERTICAL DATUM
CITY OF RENTON, NAVD 88
STA: 1+21.21, 31.23 RT
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STA: 1+45.80, 14.22 RT
CB#12, TYPE 2, 48"0
STA: 2+19.67, 14.22 RT
CB#10A. TYPE 2. 480
STA: 1+19,89, 86.71 RT
BENCHMARK
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CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSEC11ON
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340
FEET (121.719 METERS)
BECLAN IAKA BECLAN PLACEI MINOR AMENDMENT
A PORTION OF THE NW 1/4 OF THE NE 1/4 OP SEC. 15, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
29
INSTALL 12"
CAP
iple STA: v2+32.
R 344621
R041.7
30" Dou
32 5 Cedar
CB#14P. TYPE 1
IN
STA: 4+14.87,
26.00 LT
'=39.33
k=46.00
�4!3 '2'
Tan=20.96
RD41.77
STA: 5+05.85, 143.98 LT
IE .4 -12"O 416.55
STORM DRAINAGE EASEMENT
���Cl'I_Y_01F_RENTOND-
N 88*23'14" W 342,00'
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TEMPORARY 5' WIDE TR ❑
ASPHALT "P �,
40
5 ❑ TRB
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22
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CB 14
TYPE 1
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mot,
+14.89, 15.54
CB 16 Y 1 I
STA:5+ 8 ?•, I
B 17 TYPE 1
TA: +47.00,
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- .- - _ CB 15 TYPE 1 X7 D`.80419.15 419 �21.5fi STA: 4+189, �I
1:54 RT -
C� 18 TYPE 1; 10 PR�VT UTILITIES E7SE
STA: 5+47.00,', `, I 1-BECLAN PLACE HOA
15.22 RT
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CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
1Q HOQUTAM PROFILE REVISION
NO. / REVISION
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BAS
BY APPR. DATE
CB#22, TYPE 1
STA: 27+70.98, 17.22 LT
GRAPHIC SCALE
0 20 40 so
( IN FEET )
1 inch = 40 ft.
ub
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:E 12 CON' S=422.0
STORM DRAINAGE PIPE TABLE
10B 29 LF
-LF 12"0 CPEP O 5.95%
0.38%
1Q 120 LF 12"0 CPEP ® 6
0.60%
67 LF 12"0 CPEP 0 8.55%
0.39%
® 45 LF 12"0 CPEP O fr lr
7,09%
® 73 LF 12"0 CPEP 0.6-56%
0.60%
® 30 LF 12"0 CPEP O 8.56%
0.67%
® 91 LF 12"0 CPEP O 2.98%
2.09%
l� 41 LF 12"0 CPEP O 24�%- 2.20%
® 30 LF 12"0 CPEP ® B.S5 %-
0.43%
® 130 LF 12"0 CPEP Q1-799.1
1.20%
CURB RETURN TABLE
CURB NO.
STATION
t ELEV.
CURVE DATA
1+45.80
- 8 417.52
A/4
.01 2� 417.25
R=25.00'
1\ )
A/2
-444:�- 417.11
A=91'06'17"'
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A 3/4
417.E
L=39.75'
Tan=25.49'
27+00.20
-41 48 416.98
26+68.33
428.72
A/4
428.42
R=25.00'
Q
A/2
427.74
A=30"'
9.78'
L=39.78
A 3/4
427.00
Tan=25.51'
7+67.45
426.56
25+86.32
426.56
R=25.00'
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A/4
A/2
426.79
426.97
A=88'50'30`
L=38.76'
A 3/4
427.04
Tan=24.50'
7+69.11
426.93
13
160
SCHWE,HIC. &
♦ AssmAns, mix
CnM ®IMEP I & PROJECT rANA9E�IT
1945 S. 375TH STREET Bus (253) 226-9508
FEDERAL WAY, WA 98003 bschwer7d9 dv#.net
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN (AKA BECLAN PLACE)
STORM DRAINAGE PLAN AND PROFILE
NE 2ND PLACE
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-C4H
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
APPROVED: OSHEET: C-4H OF: 25
DIRECTOR OF PUBLIC VRKS
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