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PLUG NORTH END OF EX. 12"0
CULVERT WITH CONCRETE AND
ABANDON IN PLACE.
PRIVATE ROOF DRAIN NOTE
ALL PRIVATE STORM DRAINAGE ROOF DRAINAGE CONVEYANCE
PIPE SHALL BE A 6"0 SDR35 D3034 WHITE PVC PIPE, PLACED
AT A MINIMUM SLOPE OF 0.507.. IF THE SIZE OF THE PIPE IS
INCREASED THE DIAMETER OF THE PIPE WILL BE SHOWN ON THE
PIPE WITHIN THE PLANS.
LOT BMP APPLICATION NOTES
1. CONNECTION OF THE INDIVIDUAL SINGLE—FAMILY
STRUCTURES TO THE PRIVATE DOWNSTREAM DRAINAGE
SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION.
2. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL
BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY
EACH LOT OWNER.
3. COMPLIANCE WITH THE BMP REQUIREMENT ON THE LOTS
WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED
FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN
APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL
BUILDING PERMIT FOR EACH LOT.
NOTE
FOR A STREET CROSS SECTION VIEW OF
JERICHO AVENUE NE, SEE SHEET C-14.
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
436
434
432
430
428
426
424
422
420
418
416
414
412
410
408
406
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340
FEET (121.719 METERS)
BECLAN IAKA BECLAN PLACE] • MINOR AMENDMENT
A PORTION OF THE NW 1/4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
NO, I REVISION
R 4�Uel
436
434
432
430
428
426
424
422
420
418
GRAPHIC SCALE 40 0 20
( IN FEET )
1 inch = 40 ft.
STORM DRAINAGE PIPE TABLE
0 134 LF 12"0 CPEP ® 2.99% 2.85%
Q 192 LF 12"0 CPEP @ `-� 2.65%
® 102 LF 12"0 CPEP @ 1.5i% 2.61%
CURB RETURN TABLE
CURB NO.
STATION
fE ELEV.
CURVE DATA
26+68.33
428.72
®/4
428.42
R=25.00'
'
A/2
427.74
30"'
L= 39.78'
L=39.7
® 3/4
427.00
Tan=25.51'
7+67.45
426.56
25+86.32
426.56
R=25.00`
4O
A/4
A/2
426.79
426.97
=88'30"'
L=38,7676'
0 3/4
427.04
Tan=24.50'
7+69.11
426.93
23+57.27
420.37
R=25.00'
5O
A/4
A/2
420.07
419.61
A-- 91'09'30"'
L=39.78'
A 3/4
416.17
Tan=25.51'
12+83,62
418.90
416
414 R=344622
412
410
m
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
BY I APPR, I DATE
03.0[ - /3
160
Assiomms, Fuc
CM �ERINO 1 PRMCT MANAOELWT
1945 S. 375TH STREET Bus: • (253) 226-4X8
FEDERAL WAY, WA 98003 bschwv 0A6AdW..7ct
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN (AKA BECLAN PLACE)
STORM DRAINAGE PLAN AND PROFILE
JERICHO AVENUE NE
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-05
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
APPROVED: SHEET: C-5 OF: 25
DIRECTOR OF PUBLIC WORKS