HomeMy WebLinkAboutR-382008SE 1/4, S W 1/4, SEC. 05.1, T. 23 N., R. 05 E., W. M.
KING COUNTY, WASHINGTON
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UTILITYCONFLICT NOTE.•
(�_] SWALESECTION
IC -4.0 NOT TO SCALE
UNIECO—STONE POROUS PAVERS
OR APPROVED EQUIVALENT TO BE
BACK FILL CRACKS USED FOR THE WALKWAYS
w/ #8 CRUSHED INSTALLED PER MANUFACTURE'S
RECOMMENDA TIONS
BEDDING LA YER #8* CRUSHED SURFACING
-
Y° COMPACTED INTO BASE COURSE
2"
NO. 57* CRUSHED SUB—BASE COURSE
Do w/90% MIN. FRACTURED FACE
D 6 "
SUBBASE COMPACTED T 90%
\-MIRAFI FILTER WEAVE FW400
WRAP BOTTOM AND SIDES
PERMEABLE INTERLOCKING CONCRETE PAVERS
4.
NOTE. -
ASTM NO. 89 CRUSHED STONE OR FINER MATERIAL MAY BE REQUIRED TO FILL
NARROW JOINTS BETWEEN INTERLOCKING CONCRETE PAVER SHAPES.
TABLE I TABLE2
REQUIREMENT FOR ASTM N0. 57
E
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PERCENT PASSING
(37.5mm)
100
1 in. (25mm)
95 TO 100
1/2 in. (12.5mm)
25 TO 60
NO. 4 (4.75mm)
0 TO 10
NO. 8 2.36mm
0 TO 5
REQUIREMENT FOR ASTM NO. 8
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PERCENT PASSING
12.5mm)
100
3/8 in. (9.5mm)
85 TO 100
NO. 4 (4.75mm)
10 TO 30
NO. 8 (2.36mm)
0 TO 10
NO. 16 1.16mm
0 TO 5
PERMEABLE PA VERS NOTES:
1. THE LANDSCAPING SHALL BE MAINTAINED TO INSURE THAT FINES DO NOT
LEAVE THE LANDSCAPE AREA AND REACH THE PERMEABLE ASPALT.
2. EXPERIENCED CONTRACTOR WHO HOLD A CURRENT BASIC LEVEL CERTIFICATE
IN THE ICP/ CONTRACTOR CERTIFICATION PROGRAM MUST PERFORMED
INSTALLATION.
J. CRUSHED STONE CONFORMING TO ASTM C 33 NO. 57. GRADATION SHOULD
CONFORM TO TABLE 1 ABOVE: ASTM C 33 NO. 8 CRUSHED STONE PER THE
GRADATION SHOWN IN TABLE 2 ABOVE
FLOW CONTROL BMP:
THE FLOW CONTROL BMP REQUIREMENT WILL BE MET BY
PROVIDING THE FOLLOWING BMP'S:
- 1,150 SF VEGETATED ROOF PER SECTION C.2.8
- 1,950 SF OF PERMEABLE PAVERS PER SECTION C.2.6
TOTAL FLOW CONTROL BMP AREA REQUIRED = 3,006 SF
TOTAL FLOW CONTROL BMP AREA PROVIDED = 3,100 SF
)VOTES. -
1. ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID
UNLESS OTHERWISE SPECIFIED.
CITY OFRENTON
ArreovEner: wPr,F - DA TE. W41�
APPROVED BY: A11A DATE:
APPROVED BY: DATE:
Z. FOOTING DRAINS FOR BUILDING SHALL BE CONNECTED i Nf im" I N•i N N t RI N• CO.
TO THE PUBLIC STORANVAT ER SYSTEM AND S11ALL NOT BE
CONNECTED TO DETENTION SYSTEM. P.O. BOX — 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
SCALE: 1 — 20' INFO@ INSIGHTENGINEERING.NET
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N.
2 2ND BUILDING REVIEW BRK 08-19-2015 RENTON, WA 98056
20 10 0 20 40 1 BUILDING PERMIT SUBMITTAL BRK 04-06-2015
REV. N0. DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 3344500007
PERMIT'NO: U15002518
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PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
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VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
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