PlotPlan_YRR-000-00-011_9727-HayStSERD RD RD RD RD RD
RD
RD
RD
RD
RD
RD
RD
RDRDRDRD
RDRDRD
RD
RD
RD
RD
RD
RD
RD
RD
R
D
33
.
0
1
GARAGE
PORCH
STORM CLEANOUT
WATER METER
ROOF DRAIN LINE
EX. SEWER
EX. WATER
PROPOSED CONTOUR
CLEAN OUT
ELECTRIC METER
CONTROL PANEL
GAS METER
PROPOSED TREE
GF: 343.1
FF: 343.6
22
.
1
6
33
.
1
6
20
.
1
6
5' BSBL
25
'
B
S
B
L
15
'
BS
B
L
HAY ST SE
5'
10
'
P.
U
.
E
.
RMT 1250
STEP TANKSEWER STUB
5' BSBL
EX. STORM
10
'
S.
D
.
E
.
PATIO
20
.
1
6
'
G
A
R
A
G
E
20'REQUIRED
CONCRETE PAD
PER DETAIL
LOT 10LOT 12
SLEEVE
5'10'
N37°31'21"W 45.00
N5
2
°
2
8
'
3
9
"
E
9
1
.
3
2
N37°20'04"W 45.00
N5
2
°
2
8
'
3
9
"
E
9
1
.
1
7
5'10'
30'
32'
42
'
8.83'
LOT 11
4,106± SF
EX. RECLAIMED WATER
3
4
4
ROOF LINE
7/14/2025 2:03 PM CFEMLING J:\2025\25103\PLOT PLANS\LOT 11.DWG SITE 25103
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
LEGEND
P.U.E.PUBLIC UTILITY
EASEMENT
S.D.E.PRIVATE STORM
DRAIN EASEMENT
NOTE
NO FOOTING DRAINS USED
DUE TO INFILTRATION DIRECTLY
INTO THE GROUND.
CONCRETE PAD
LOT 11
1843 HAWTHORNE (A)
7/14/25
AREAS
9727 HAY ST SE
SITE AND UTILITY PLAN
ADDRESS:9727 HAY ST SE
LOT#:11
PROJECT#:
PERMIT#:
RD RD RD RD RD RD
RD
RD
RD
RD
RD
RD
RD
RDRDRDRD
RDRDRD
RD
RD
RD
RD
RD
RD
RD
RD
R
D
33
.
0
1
GARAGE
PORCH
STORM CLEANOUT
WATER METER
ROOF DRAIN LINE
EX. SEWER
EX. WATER
PROPOSED CONTOUR
CLEAN OUT
PROPOSED TREE
GF: 343.1
FF: 343.6
22
.
1
6
33
.
1
6
20
.
1
6
5' BSBL
25
'
B
S
B
L
15
'
BS
B
L
HAY ST SE
10
'
P.
U
.
E
.
SEWER STUB
5' BSBL
EX. STORM
10
'
S.
D
.
E
.
PATIO
LOT 10LOT 12
5'10'
N37°31'21"W 45.00
N5
2
°
2
8
'
3
9
"
E
9
1
.
3
2
N37°20'04"W 45.00
N5
2
°
2
8
'
3
9
"
E
9
1
.
1
7
5'10'
30'
32'
42
'
LOT 11
4,106± SF
EX. RECLAIMED WATER
3
4
4
ROOF LINE
7/14/2025 2:03 PM CFEMLING J:\2025\25103\PLOT PLANS\LOT 11.DWG TESC 25103
DESIGN
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
LEGEND
P.U.E.PUBLIC UTILITY
EASEMENT
S.D.E.PRIVATE STORM
DRAIN EASEMENT
NOTE
NO FOOTING DRAINS USED
DUE TO INFILTRATION DIRECTLY
INTO THE GROUND.
CONCRETE PAD
LOT 11 7/14/25
TESC PLAN
CONTRACTOR SHALL
INSTALL SILT FENCE USING
BEST MANAGEMENT
PRACTICES
ALL OPEN AREAS SHALL BE
COVERED WITH MULCH, THICK
STRAW, OR PLASTIC SHEETING
TEMPORARY
CONSTRUCTION
ENTRANCE
1843 HAWTHORNE (A)
9727 HAY ST SE