site 1 exhibit - thurston county · site #1 s o u t h b a y r o a d r d n e pleasant glade rd site...

1
TYPICAL BIORETENTION SWALE GRAPHIC SCALE 20 1" = 20 FEET 10 40 TYPICAL FILTER VAULT EXISTING PROPERTY/RIGHT-OF-WAY LINE EXISTING EDGE OF PAVEMENT EXISTING ROAD CROWN EXISTING GRADE 2' 5' 4.5' 2H:1V OR FLATTER MATCH EXISTING 1.8' PROPOSED GRADE 1' 0.5' (MIN) VARIES (APPROXIMATELY 14.5') BOTTOM OF BIORETENTION SWALE (LONGITUDINAL SLOPE = 4.2%) MAXIMUM PONDING ELEVATION SLOPE VARIES (2.0% MIN, 3H:1V MAX) VARIES (1.2'±) VARIES PER PLAN 1 SCALE: HORIZ: 1"=4', VERT: 1"=1' BIORETENTION SWALE SECTION 1 3 1 3 0.67' (MIN) WASHED ROCK ( 3 4 "-1 1 2 ") 6"Ø PERFORATED PVC SDR35 UNDERDRAIN BIORETENTION SOIL MIX (BSM) 0.50' (MIN) COARSE COMPOST BELOW MAXIMUM PONDING ELEVATION MULCH ABOVE MAXIMUM PONDING ELEVATION EXISTING ASPHALT ROAD 1' 1.5' 0.25' 2 SCALE: HORIZ: 1"=4', VERT: 1"=1' FILTER VAULT SECTION EXISTING EDGE OF PAVEMENT EXISTING ROAD CROWN EXISTING PROPERTY/RIGHT-OF-WAY LINE EXISTING ASPHALT ROAD 2H:1V OR FLATTER MATCH EXISTING SLOPE VARIES (2.0% MIN, 3H:1V MAX) 12"Ø STORM DRAIN 6"Ø UNDERDRAIN FROM BIORETENTION CELL FILTER VAULT - 8'x11' PEAK DIVERSION STORMFILTER VAULT WITH 15 CARTRIDGES OR APPROVED EQUIVALENT 4' EXISTING GRADE PROPOSED GRADE 9' 1'± VARIES (14'±) SITE #1 SOUTH BAY ROAD RD NE PLEASANT GLADE RD SITE LOCATION KEY MAP SITE LOCATION KEY MAP SITES #2 & #3 LIBBY RD NE SOUTH OF 46TH AVENUE NE SITE #1 SOUTH BAY RD NE & PLEASANT GLADE RD SITE #4 46TH AVE NE & LEMON RD NE SITE #5 LEMON RD NE

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Page 1: Site 1 Exhibit - Thurston County · site #1 s o u t h b a y r o a d r d n e pleasant glade rd site location key mapsite location key map sites #2 & #3 libby rd ne south of 46th avenue

TYPICAL BIORETENTION SWALE

GRAPHIC SCALE

20

1" = 20 FEET

10 40

TYPICAL FILTER VAULT

EXISTINGPROPERTY/RIGHT-OF-WAY LINE

EXISTING EDGE OFPAVEMENT

EXISTING ROADCROWN

EXISTINGGRADE

2'5' 4.5'

2H:1V ORFLATTER MATCH

EXISTING

1.8'

PROPOSEDGRADE

1'

0.5' (MIN)

VARIES (APPROXIMATELY 14.5')

BOTTOM OF BIORETENTIONSWALE (LONGITUDINAL

SLOPE = 4.2%)

MAXIMUMPONDING

ELEVATION

SLOPE VARIES(2.0% MIN,

3H:1V MAX)

VARIES (1.2'±)

VARIES PER PLAN

1 SCALE: HORIZ: 1"=4', VERT: 1"=1'BIORETENTION SWALE SECTION

1

3

1

3

0.67' (MIN)

WASHED ROCK (34"-11

2")6"Ø PERFORATED PVCSDR35 UNDERDRAIN

BIORETENTION SOIL MIX (BSM)

0.50' (MIN)

COARSE COMPOST BELOWMAXIMUM PONDING ELEVATION

MULCH ABOVE MAXIMUMPONDING ELEVATION

EXISTINGASPHALTROAD

1'

1.5'

0.25'

2 SCALE: HORIZ: 1"=4', VERT: 1"=1'FILTER VAULT SECTION

EXISTING EDGE OFPAVEMENT

EXISTING ROADCROWN

EXISTINGPROPERTY/RIGHT-OF-WAY LINE

EXISTINGASPHALTROAD

2H:1V ORFLATTER

MATCHEXISTING

SLOPE VARIES(2.0% MIN,

3H:1V MAX)

12"ØSTORMDRAIN

6"Ø UNDERDRAINFROM BIORETENTIONCELL

FILTER VAULT - 8'x11' PEAKDIVERSION STORMFILTER

VAULT WITH 15 CARTRIDGESOR APPROVED EQUIVALENT

4'

EXISTINGGRADE

PROPOSEDGRADE

9'1'±

VARIES (14'±)

SITE #1

SOUTH BAY R

OAD RD N

E

PLEASANT GLADE RD

SITE LOCATION KEY MAPSITE LOCATION KEY MAP

SITES #2 & #3LIBBY RD NE SOUTH

OF 46TH AVENUE NE

SITE #1SOUTH BAY RD NE &

PLEASANT GLADE RD

SITE #446TH AVE NE & LEMON RD NE

SITE #5LEMON RD NE