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N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M.
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67'
387.10' OJT N. 30UND REBAR AND CAP I) +�5�
CRONES 29587' -
0 1 N,xG,!'F OF PROP. COR-
yr G "
�32 F
- f-- 29.E ---
89.5"
TABLE 6.3.2.A RECOMMENDED PLANTS FOR WET BIOFILTRATIOIV SWALE
Common Name
Scientific Name
Spacing (on center)
Shortawn (oxtail
Alopecurus aequafis
seed
Water foxlail
Alopecurus gen/culatus
seed
Spike rush
Eleochads spp.
4 inches
Slough sedge'
Carex obnupta
6 inches or seed
Sawbeak sedge
Carex stipata
6 inches
Sedge
Carex spp.
6 inches
Western mannagrass
Glycena occidentalis
seed
Velvetgrass
Holcus mollis
seed
Slender rush
Juncus tenuis
6 inches
Watercress'
Rorippa nasturtium- aquaticum
12 inches
Water parsley'
Oenanthe sarmentosa
6 inches
Hardstem bulrush
Scirpus acutus
6 inches
Small- fruited bulrush
Scirpus microcarpus
12 inches
' Good choices for swales with significant periods of flow, such as those downstream of a Level 2
or 3 detention facility.
Note: Cattail (Typhe latifofia) is not appropriate for most wet swales because of its very dense
and clumping growth habit which prevents water from filtering through the clump.
R/W
TRACT
P/L
PROJECT
EARTHWORK VOLUMES
CUT =760 CY +/-
FILL =420 CY+ /—
DRAINAGE TRACT SECTION
SCALE: 1 " =5'
i---- 12'
4" THICK COMPACTED 5/8"
ANGULAR CLEAN GRAVEL —
12— INCH THICKNESS OF 4 " -8"
QUARRY SPALLS
(RE —USE TESC QUARRY SPALLS)
GEOTEXTILE —
SWALE ACCESS
SCALE: NTS
PREFERRED
Fv CIn9Crs,�In7CCG�OU\7�, ddb
CML ENGINEERING - PROJECT MGT -ADV. HYDRAULICS
8957 DISTRICT LINE RD PH (360) 661 -6656
BURLINGTON, WA 98233
NO.
T �
SHED
TTT/TT� ZzLLL /L
3E COR. SHED 74'V!
216 DU NE COR \SHED 1.2'PJ.x21'S.
AVEZSE Nov OCR. OO'S- OF It
/ FOUND 5/8" REBAR\AND CAP
CRONES 2953]" AT IRROP. COR.
(05 /2012) A
389.43' \
= 8a 23' \
388.53' \
= 387.25 \tea
\0
06'
NE NOR. SHED 1.2W. W.
SE COR. SHED 1.1'E.
OF PROPERTY LINE
V
SHED
LLLC�
394.0 -tQT 1
IFF 394.5
—GARAGE
v GARRAGE I
SLAB 394.0
394.0
2
--DRAINAGE TRACT
IOSWALE
,ZETA' SHED
N DISREPAIR
'2.ir�1G "ln
5.8' —
'24
3
17'
4 l
00 —.I
20, JJVAD_
• •�• 1
1
�s111��
i PIPE AVE
SE.
'
ICI
ai
—
M
I 1
4'HI MAX
ROCKERY
TYP
Iw
•
IN 3
r f
f •
AP I
AVEUTILITY
TRACT
N 384 97'
PROJECT
EARTHWORK VOLUMES
CUT =760 CY +/-
FILL =420 CY+ /—
DRAINAGE TRACT SECTION
SCALE: 1 " =5'
i---- 12'
4" THICK COMPACTED 5/8"
ANGULAR CLEAN GRAVEL —
12— INCH THICKNESS OF 4 " -8"
QUARRY SPALLS
(RE —USE TESC QUARRY SPALLS)
GEOTEXTILE —
SWALE ACCESS
SCALE: NTS
PREFERRED
Fv CIn9Crs,�In7CCG�OU\7�, ddb
CML ENGINEERING - PROJECT MGT -ADV. HYDRAULICS
8957 DISTRICT LINE RD PH (360) 661 -6656
BURLINGTON, WA 98233
NO.
T �
SHED
TTT/TT� ZzLLL /L
3E COR. SHED 74'V!
216 DU NE COR \SHED 1.2'PJ.x21'S.
AVEZSE Nov OCR. OO'S- OF It
/ FOUND 5/8" REBAR\AND CAP
CRONES 2953]" AT IRROP. COR.
(05 /2012) A
389.43' \
= 8a 23' \
388.53' \
= 387.25 \tea
\0
06'
NE NOR. SHED 1.2W. W.
SE COR. SHED 1.1'E.
OF PROPERTY LINE
V
SHED
LLLC�
394.0 -tQT 1
IFF 394.5
—GARAGE
v GARRAGE I
SLAB 394.0
394.0
--DRAINAGE TRACT
IOSWALE
` - --
'2.ir�1G "ln
5.8' —
—2.66'—t-4.1 0' 2.66
3
17'
4 l
00 —.I
GARAGE
• •�• 1
1
�s111��
BLDG PAD =392.5
'
ICI
ai
—
M
I 1
4'HI MAX
ROCKERY
TYP
Iw
PROJECT
EARTHWORK VOLUMES
CUT =760 CY +/-
FILL =420 CY+ /—
DRAINAGE TRACT SECTION
SCALE: 1 " =5'
i---- 12'
4" THICK COMPACTED 5/8"
ANGULAR CLEAN GRAVEL —
12— INCH THICKNESS OF 4 " -8"
QUARRY SPALLS
(RE —USE TESC QUARRY SPALLS)
GEOTEXTILE —
SWALE ACCESS
SCALE: NTS
PREFERRED
Fv CIn9Crs,�In7CCG�OU\7�, ddb
CML ENGINEERING - PROJECT MGT -ADV. HYDRAULICS
8957 DISTRICT LINE RD PH (360) 661 -6656
BURLINGTON, WA 98233
NO.
T �
SHED
TTT/TT� ZzLLL /L
3E COR. SHED 74'V!
216 DU NE COR \SHED 1.2'PJ.x21'S.
AVEZSE Nov OCR. OO'S- OF It
/ FOUND 5/8" REBAR\AND CAP
CRONES 2953]" AT IRROP. COR.
(05 /2012) A
389.43' \
= 8a 23' \
388.53' \
= 387.25 \tea
\0
06'
NE NOR. SHED 1.2W. W.
SE COR. SHED 1.1'E.
OF PROPERTY LINE
V
SHED
LLLC�
394.0 -tQT 1
IFF 394.5
—GARAGE
v GARRAGE I
SLAB 394.0
394.0
�r
v ^— /
411
�u
94 sf
NOTE: DO NOT FILL OR
STOCKPILE OVER
FUTURE INFILTR.
TRENCH AREA
�"I /1111115
®I •
GARAGG
SLAB
��� •
• NOTE: •• NOT INFILTR. •'
OD
• • a
UP co FUTURE TRENCH AREA
STE
DOV
FA
POISON /NN1 HOUSE F__
HIM A/BASEMENT
��....
Li
FF4394.5 I-> NOTE: DO NOT FILL OR
GARAGE I
,- STOCKPILE OVER
x
/ n
�IM
'T TRENCH AREA
147.6J
` - --
'2.ir�1G "ln
NJ —PC
c ,' I 0.1'..
I.
�
HF PRC C�.
4 l
00 —.I
GARAGE
• •�• 1
1
�s111��
ICI
ai
M
I 1
�r
v ^— /
411
�u
94 sf
NOTE: DO NOT FILL OR
STOCKPILE OVER
FUTURE INFILTR.
TRENCH AREA
�"I /1111115
®I •
GARAGG
SLAB
��� •
• NOTE: •• NOT INFILTR. •'
OD
• • a
UP co FUTURE TRENCH AREA
STE
DOV
FA
POISON /NN1 HOUSE F__
HIM A/BASEMENT
��....
Li
FF4394.5 I-> NOTE: DO NOT FILL OR
GARAGE I
,- STOCKPILE OVER
x
/ n
�IM
'T TRENCH AREA
t •,
H RACK) ENCLOSURE
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R- 368103
394.0 CITY OF RENTON
392.0 Approved by: Date:
Approved by: 'y"i Date: 2u(
NOTE: DO NOT FILL OF
STOCKPILE OVER Approved by: Date:
FUTURE INFILTR.
TRENCH AREA
Approved by: Date:
NOTE:
EX. UTILITIES ARE APPROXIMATE ONLY CALL
1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN
EX. UTILITIES BEFORE CONSTRUCTION BEGINS.
F
FOJNNO REBAR AND CA.
CRONES 29587" D.1'E.
OF PROT OCR.
z b U� 2'(4EAS)
SE 2nd PL
CULVERT I VERT PLANTINGS IN BIOSWALE PER
f
IS 12 CON 389.11' -' / E 2 ONC J. 388 90
TABLE IS
TH SH E \ -
ACK IN
77 _ — - -- _
E
_
P 7 -- — — —
\ I nll vraT .�
CITY OF DDE-Mn 774 LOOTSHODRTPLAT 10
RB .11 t• =2o �" �4 RENTON 290 DMMALL AMC
ADA2W 1 RENTOON
Planning /Building /Public Works Dept
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INC S 384.42' V
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P BE 384,83'
D86 59, G
DETAIL) N
NO `fill/
GARBAGE
R- 368103
394.0 CITY OF RENTON
392.0 Approved by: Date:
Approved by: 'y"i Date: 2u(
NOTE: DO NOT FILL OF
STOCKPILE OVER Approved by: Date:
FUTURE INFILTR.
TRENCH AREA
Approved by: Date:
NOTE:
EX. UTILITIES ARE APPROXIMATE ONLY CALL
1- 800 - 424 -5555 BEFORE DIGGING & POTHOLE UNKNOWN
EX. UTILITIES BEFORE CONSTRUCTION BEGINS.
F
FOJNNO REBAR AND CA.
CRONES 29587" D.1'E.
OF PROT OCR.
z b U� 2'(4EAS)
SE 2nd PL
CULVERT I VERT PLANTINGS IN BIOSWALE PER
f
IS 12 CON 389.11' -' / E 2 ONC J. 388 90
TABLE IS
TH SH E \ -
ACK IN
77 _ — - -- _
E
_
P 7 -- — — —
\ I nll vraT .�
CITY OF DDE-Mn 774 LOOTSHODRTPLAT 10
RB .11 t• =2o �" �4 RENTON 290 DMMALL AMC
ADA2W 1 RENTOON
Planning /Building /Public Works Dept
r ror x •m
REVISION BY DATE APPR '° s'0°°O'Y ORA09NOi PLAN s
RB
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