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NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M.
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PLANTER WEIR WALL SET
AT PLANTER OVERFLOW M
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ELEVATION PER PLAN.
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WEIR LOCATION IN N
PLANTER PER PLAN. CU
5/16" THICK
STEEL PLATE
(4) #5 REBAR
WELDED TO PLATE
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FOR REFERENCE
SEE SHEET C6.30 DETAIL 5:
COR STD. PLAN - 262.00
BIORETENTION INTERNAL WEIR WALL DETAIL
NTS
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1. GEOTEXTILE SHALL BE DITCH LINING PER TABLE 4 OF
WSDOT STANDARD SPECIFICATIONS SECTION 9-33.2(1).
2. MAXIMUM GRATE HOLE WIDTH (OPEN) SHALL BE 1/4". GRATE
SHALL BE 12"x18" OR 18"x24", CAST IRON URBAN
ACCESSORIES TRENCH GRATE WITH TITLE WAVE PATTERN
OR APPROVED EQUAL. MINIMIZE THE NUMBER OF GRATES
CURB DRAIN
BY USING (2)-18" LONG & (1)-12" LONG GRATE FOR 5-FOOT
CUT OPENING
SIDEWALK WIDTH.
A
3. GRATE SHALL MEET ADA REQUIREMENTS.
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4. TOP SURFACE OF BOLTS SHALL BE RECESSED OR FLUSH
ROADWAY 6"
WITH GRATE.
5. FRAME SHALL BE 18" WIDE TYPE S PEDESTRIAN DUTY MILO
STEEL ASTM 36 BY URBAN ACCESSORIES OR APPROVED
EQUAL.
6. INSTALL FRAME AND GRATE PER MANUFACTURER'S
SPECIFICATIONS WITH A MINIMUM OF 2 BOLTS PER GRATE
PLAN
PER SIDE.
SIDEWALK
GUTTER B
STREAMBED COBBLES (1"-4") HAND
PLACED FOR FINISHED LOOK
CURBW Y Y Y W W W Y Y Y W W Y Y Y Y W W
W Y Y Y Y W W W W Y W
d a W W W . . . . W W W . W W W W W y
d
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W W W W 4.4. 4.W W W W W
e
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CURB
GUTTER B
� MATCH SIDEWALK SLOPE
CURB &GUTTER CELL BANK
�11
SIDEWALK r 1'
1"
ASPHALT PAVEMENT 6 __________ _ �� 1� 3
22" MIN.
`o GEOTEXTILE
30" MIN. BELOW ROCK
SECTION A - A SEE NOTE 1
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Y Y Y W Y Y Y Y Y Y Y Y Y Y Y Y Y Y
W Y Y W W W Y Y Y Y W W W Y Y W
W W W W Y W W W Y Y W W W W Y
TOP OF INLET 12"x18" GRATE.
CHANNEL WALL BOLT IN PLACE 181/8"
INLET CHANNEL 1611 17
WALLS
6" DEPTH STREAMBED COBBLE (4")
PER WSDOT STD SPECIFICATION
9-03.11(2)
— CELL BOTTOM 1�
CURB & GUTTER
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RE
4 - #4 BAR
CONTINUOUS
#4 BAR 6" FROM
ENDS AND V O.C.
GUTTER LINE
STREET SLOPE �— STREET SLOPE
3'
EXPANSION JOINT 6" MIN THICKNESS CONCRETE CHANNEL
EACH SIDE (TYP.) TOP SURFACE ELEVATION VARIES PER
SECTION A -A
SECTION B - B
CONCRETE INLET, CHANNEL & GRATE
NTS
• Call 811
• • two business days
before you dig
2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
SURVEMZLN
DESIGN MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
° RAG
MDR
05/27/2024
JSF
cNEGKW:
MNIF
BY
DATE
APPR
APPROVED.
JSF
0 2.5' 5' 10,
1 inch = 5 feet
12/09/2025
18 5/8"±
18 1 /8"±
PLAN VIEW
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FRAME, SIZED TO COORDINATE
WITH GRATE THICKNESS.
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4 <
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< A 1
DETAIL ELEVATION A - A
18 5/8"±
ELEVATION A - A
ANCHOR, Z43 REBAR EMBEDMENT EQUAL
SPACING NOT TO EXCEED 18" O.C. TYP.
ISOMETRIC VIEW
FRAME TRENCH GRATE
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www•knff•cnm
CITY OF
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I ONE INCH \\RENTON
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AT FULL WALE • • • • - ���� • •Dept.
IF NUr ONE ,. «
SCALE ««.
NTS
R-436331
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ` %
IL
HBray 12/31/2025
SOLERA TOWNHOMES
2842 NE SUNSET BLVD
RENTON, WA 98056
STORM DETAILS
DATE:
05/30/202,
nm DBDDK.
PAGE:
DRAWING NO.
C6.33
SNEEr.31 OF.
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