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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 0.50%. 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.
1'
MIN.
q�
UPPER 12" OF SUBGRADE TO BE
COMPACTED TO 95% OF MAXIMUM
DENSITY
20' OR 26' PRIVATE ACCESS EASEMENT
NOTE : DEPTHS ARE COMPACTED THICKNESS
PRIVATE ACCESS ROAD
SECTION
NOT TO SCALE
VERTICAL DATUM BENCHMARK
CITY OF RENTON, NAVD 88 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 1/4 OF SEC. 15, TWP. 23N., ROE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SSMH #6, TYPE 1 48" 0
STA: 40+58.67, 5.04' RT
RIM= 419.73 w/SOLID LOCK
A,25 IE = 413.16 8"0 IN (N) -
IE = 413.06 8"0 OUT.(,SW)
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C61A, TYPE 1, (PRIVY STA: 40+29.54, 0.68'; LT
TA;414,_9.$....5.0.0 R
.RM=4#9410 41889
RIM=
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#21-8.2.4 2.07 IE= 414.97 12"0 IN (N)414.96
418,10 IE +446; 6*0 IN (N) •
417.9 IE, IE= 4� 6, 0 IN (E)
408 426 12..0..OUT (S) IE= 444-9-71: -0 OUT (S)41-9:H6
SSMH 1 #2, TYPE 1 48" 0
STA:39+96.60 14.67` LT
SMH #61'
TYPE 148"0
TA: 40458.67, 5.04' RT
IM= 41�.73 w/SOLID LOCKING LI
= 41306 8"0 IN (N)
- _413:0-6 TO UT._(S.W) ..-
FINISHED PROFILE 0
CENTERLINE OF ACCES
EXISTING PROFILE 0
CENTERLINE OF: ACCES
RIM =
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STA: 41+52.�l
RIM '= 421.76
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CB#23, TYPE 1, (PRIV)
STA: 40+61.02, 14.79 Ll
420 RIM= 419.60
IE= 415.59 12.0 IN (N)
418 IE= 415.59 6.0 IN (E)
IE= 415.59 12.0 OUT (S)
416
414
412
410
408
406 ........ - ----;
RIM= 419.03 w/SOLID LOCKING: LID
IE = 409.59 TO IN (NE)
404 .------------------ IE _.= 4.09...59 8'°.0 1N (SE)... ...C6 12 TYPE 2 WO 404
PROPOSED GRACE ® IE = 409.49 8"0 OUT (W) STA: 39+84.04, 10 24 LT
RIM= 410.69 418.87
CENTERLINE OF ACCESS 41177
402 -__. 402
EXISTING ;GRADE ( IE 41-1:9+ 12*0 IN (SW) 411.77
CENTERLINE OF ACCESS IE= 4+"4-12.0 OUT (W) 41':1.77
I
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NI Nei CNCD;N N N CV:� ;® !00 � :� '� '�
41+60 41+20 40+80 40+40 40+00
PRIVATE ACCESS ROAD PROFILE
SCALE: 1" = 40' HORZ
1" = 4' VERT
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
PLAN VIEW
1"=40'
l<
R 344625
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
NO. I tL� RE/VIS/SIIO6N/ may/
_3
GRAPHIC SCALE
40 0 20 40 80
BY I APPR. I DATE
( IN FEET )
1 inch = 40 ft.
SS ASBUILT NOTE:
FOR SANITARY SEWER ASBUILT INFORMATION
SEE SHEETS C-15 THRU C-19.
160
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.
STORM DRAINAGE PIPE TABLE
nn i r "e nnrn @ n ss;
Q 45 LF 12"0 CPEP ® 7.09%
13A 35 LF 12"0 CPEP 0 1.75%
13B 96 LF 12"0 CPEP 0 zi.l 4ir 1.M%
SCHWEHCL &
AfkA4 Assomm, Pu c
CM BIB & PRMT ■ANA T
1945 S. 375 STREET BUS' (253) 22S-45A9
FEDERAL WAY, WA 98003 bsch*L°WAdW.nEi
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN (AKA BECLAN PLACE)
STORM DRAINAGE PLAN AND PROFILE
PRIVATE ACCESS ROAD
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-C8
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE:
APPROVED: SHEET: C-8 OF: 25
DIRECTOR OF PUHLIC WORKS
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