20130325 Site Plan 09172013FILTER
100' RADIUS SANITARY
CONTROL AREA
ilk
DRIVEWAY
600,000 GALLON 60'
DIAMETER STEEL
RESERVOIR (2,827 SF)
26'
DRIVEWAY
CONNECT TO EXISTING
WATER MAIN
EXISTING STORM CROSSING J STORM CROSSING f� /
TO BE ABANDONED
/ ALL PROPOSED OFF -SITE UTILITIES TO BE
/ CONNECTED TO EXISTING AT THE INTERSECTION
OF DOTSON ST AND TAHOMA BLVD
EXISTING DITCH
PROPOSED SITE PLAN
SCALE: 1 " = 20'
OFF -SITE STORM
PIPE, CONNECT TO
EXISTING CATCH
BASIN
EXISTING PAVEMENT
EXISTING GRAVEL
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EXISTING CONCRETE
TAHOMA BOULEVARD SE
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LANDSCAPE AREA
PROPOSED PAVEMENT
5'
PROPOSED CONTOUR (MAJOR)
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1'
z�;
PAVING
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-
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P
(13,000 SF)
=
EXISTING PROPERTY LINE
— —
PROPOSED PROPERTY LINE
— •— •— •— •— •— • —• —•—
PROPOSED FENCE
PROPOSED WATER MAIN
PROPOSED STORM PIPE
PROPOSED SEWER FORCE MAIN
A
PROPOSED RECLAIMED WATER
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CATCH BASIN
STORM WATER CONTROL
LONGMIRE ST SE
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PROJECT LOCATION
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EXISTING GRAVEL ROAD
26'
DRIVEWAY
CONNECT TO EXISTING
WATER MAIN
EXISTING STORM CROSSING J STORM CROSSING f� /
TO BE ABANDONED
/ ALL PROPOSED OFF -SITE UTILITIES TO BE
/ CONNECTED TO EXISTING AT THE INTERSECTION
OF DOTSON ST AND TAHOMA BLVD
EXISTING DITCH
PROPOSED SITE PLAN
SCALE: 1 " = 20'
OFF -SITE STORM
PIPE, CONNECT TO
EXISTING CATCH
BASIN
VICINITY MAP
NOT TO SCALE
LEGEND
EXISTING PAVEMENT
EXISTING GRAVEL
m -NN
Z1
rca
6� 8
0
r
ww�
EXISTING CONCRETE
TAHOMA BOULEVARD SE
W"
rcg y
fit
r:.
LANDSCAPE AREA
PROPOSED PAVEMENT
5'
PROPOSED CONTOUR (MAJOR)
o
1'
z�;
c
EXISTING CONTOUR (MINOR)
,e
P
EXISTING CONTOUR (MINOR)
— —
EXISTING PROPERTY LINE
— —
PROPOSED PROPERTY LINE
— •— •— •— •— •— • —• —•—
PROPOSED FENCE
PROPOSED WATER MAIN
PROPOSED STORM PIPE
PROPOSED SEWER FORCE MAIN
A
PROPOSED RECLAIMED WATER
a
®
CATCH BASIN
STORM WATER CONTROL
LONGMIRE ST SE
k
TAHOMA BOULEVARD SE
O
PROJECT LOCATION
_
N
VICINITY MAP
NOT TO SCALE
LEGEND
GRADING QUANTITIES
TOTAL CUT: 4,500 CUBIC YARDS
TOTAL FILL: 4,400 CUBIC YARDS
SETBACKS
FRONT YARD: 10 FEET
DRIVEWAY APPROACH: 18 FEET
SIDE YARD: 5 FEET
FLANKING YARD: 10 FEET
REAR YARD: 20 FEET
EXISTING PAVEMENT
EXISTING GRAVEL
m -NN
Z1
rca
6� 8
0
r
ww�
EXISTING CONCRETE
W"
rcg y
ZZZ
W';
LANDSCAPE AREA
PROPOSED PAVEMENT
5'
PROPOSED CONTOUR (MAJOR)
1'
PROPOSED CONTOUR (MINOR)
5'
EXISTING CONTOUR (MINOR)
Z8 <¢
P
EXISTING CONTOUR (MINOR)
— —
EXISTING PROPERTY LINE
— —
PROPOSED PROPERTY LINE
— •— •— •— •— •— • —• —•—
PROPOSED FENCE
PROPOSED WATER MAIN
PROPOSED STORM PIPE
PROPOSED SEWER FORCE MAIN
PROPOSED RECLAIMED WATER
a
®
CATCH BASIN
STORM WATER CONTROL
STRUCTURE
GRADING QUANTITIES
TOTAL CUT: 4,500 CUBIC YARDS
TOTAL FILL: 4,400 CUBIC YARDS
SETBACKS
FRONT YARD: 10 FEET
DRIVEWAY APPROACH: 18 FEET
SIDE YARD: 5 FEET
FLANKING YARD: 10 FEET
REAR YARD: 20 FEET
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SCALE: SHOWN
P I• 2'
DRAW IS FULL SCALE WHEN
BARMEASUREST
DWG ND.:
EETND.:
CUP
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