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UNDERDRAIN
7" 0 CLEANOUT
2" 0 IRRIGATION PORT
(TYP 3 PLACES)
TREE GRATE
PLANT PROVIDED BY CONTECH
ENERGY DISSIPATION ROCKS L,.,,, ELEVATED GRATE AND FRAME
(CAST INTO CAST —IN PLACE
TRANSFER OPENING RISER NOT BY CONTECH)
4"x15" ON 4' WIDE VAULTS
CLEAN OUT FRAME AND
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*INLET PIPE W/ (3) 2" RISER RINGS
NOT BY CONTECH TOP SLAB
(LOCATION VARIES)
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INLET BAYCD
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PERMANENT SETTLING C" (TYP 3 PLACES)
POOL ELEV. 3" MULCH LAYER, TYP
PROVIDED BY CONTECH
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OUTLET PIPE 6" UNDERDRAIN
FLOWKIT STONE LAYER, TYP
NOT BY CONTECH
PROVIDED BY CONTECH
(LOCATION VARIES)
o' 21" FILTERRA MEDIA, TYP
SECTION A PROVIDED BY CONTECH
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FILTERRA UNIT SHALL BE SET ACCORDING TO THE SPECIFIED OUTLET PIPE. INVERT ELEVATION TOP
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SLAB SHALL BE SHIMMED AND GROUTED TO MATCH SURROUNDING SIDEWALK SLOPE AND GRADE.
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CONSTRUCTION
RECORD
DRAWINGS
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THESE RECORD DOCUMENTS HAVE BEEN
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PREPARED FROM THE CONTRACTOR'S
REDLINED MARK-UPS OF THE CONSTRUCTION
Michael Ruether (THE
Dakota Simurdak (THE
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
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DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
NOT RESPONSIBLE FOR ERRORS OR
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OMISSIONS IN DATA OR CERTIFY THE
AS OF 10/29/2024.
10/29/2024.
ACCURACY OF THE INFORMATION PROVIDED
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BY THE CONTRACTORS AS -BUILT REDLINES.
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3 BEEHIVE AREA
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6" PVC OVERFLOW
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+++++++I++�++
++++++
++ +++++++
PLANTER WALL
PER STRUCTURAL
FINISHED GRADE
3" ARBORIST WOOD CHIP MULCH
tAL
L L-A +++18"BIORETENTIONSOILMIX
00 0• o y
+• .. ..•
NATIVE SUBGRADE
GRAVEL BACKFILL FOR DRAINS
UNDER AREA DRAIN
INFILTRATING BIORETENTION PLANTER
1
CIVIL
CONSTRUCTION PERMIT
2
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
3
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
4
CIVIL
CONSTRUCTION PERMIT
REVISION
5
GRADING, STORM, AND PSE
UPDATE
NO.
REVISION
NTS
C M K
10/ 19/21
TJE
SURVEYED:
C M K
12
20
21
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DESIGNED:
CMK
CMK
02 18 22
TJE
CB
06
17
22
TJE
DRAWN: DC, JYL
CB
12
20
23
TJE
CHECKED:
CB
BY
DATE
AP P R
APPROVED:
TJE
C700,C732
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• a two business days
before you dig
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�SSIONAL
10/14/2024
HORIZ MAL NAD NAVD1983/1991
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DATUM
GRAVEL BACKFILL
FOR WALLS
MIRAFI 140N OR -
APPROVED EQUAL
GRAVEL BACKFILL
FOR DRAINS
SLOTTED DRAIN PIPE W/
PERFORATIONS DOWN
IE VARIES
SEE PLANS
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
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Planning/Building/Public Works Dept.
EXTEND GRAVEL BACKFILL VERTICALLY
TO BOTTOM OF PAVEMENT SECTION OR
WITHIN 12—INCHES OF LANDSCAPE
FINISHED GRADE
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18" MIN.
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PIPE SHALL NOT ENCROACH
WITHIN FOUNDATION BEARING LINE
FOOTING DRAIN
NTS
SLAB —ON —GRADE PER
ARCHITECTURAL PLANS
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FOOTING PER
STRUCTURAL
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
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RENTON SUNSET GARDENS 10/14/2024
2900 NE 10TH ST, RENTON, WA 98056 z
FIELDBOOK:
PAGE: O
DRAWING NO:
C733 W
STORM DRAINAGE DETAILS SHE: 28 0"44