Tahoma Div 2 - Lot 385SFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF
N88°50'20"W 91.44'
S1
°
4
0
'
1
8
"
W
6
0
.
0
0
'
S88°50'20"E 94.03'
R
=
5
7.
0
0
'
L
=
6
3
.
2
3
'
D
=
6
3
°
3
3
'19
"
10' UTI
L
I
T
Y
EASE
M
E
N
T
STEP TANK
2603A-3
POWER
GAS
WATER
STORM
SILT FENCE
DR
I
V
E
W
A
Y
CO
N
S
T
R
U
C
T
I
O
N
EN
T
R
A
N
C
E
ST C/O (TYP)
PORCH
SS C/O
SEWER
EX. ROOFDRAIN
CO
V
E
R
E
D
PA
T
I
O
5'
8'-11
4"
8'-21
2"
5'
15
'
19'-53
4"
5'
1'-61
2"
50
'
56'-6"
20'
5'
53'-61
2"20'20'-6"
14
'
10
'
-
7
1 4"
4'
-
9
3 4"
19'-111
2"
71'-53
4"
20'-41
4"
15
'
-
2
1 4"
15
'
-
4
3 4"
PARCEL# XXX - LOT 385
WG 10/04/2023
M
E
R
R
I
C
K
S
T
.
S
E
.
CITY OF YELM
THURSTON COUNTY
9859 MERRICK STREET SE.
YELM WA 98597 0 5 10 20
SCALE: 1"=10'
TAHOMA TERRA PH.2
LOT-385
IMPERVIOUS LOT
AREA TABLE:
PROPOSED AREA:
ROOF AREA = 2,368 S.F.
SIDEWALK/DRIVEWAY = 802 S.F.
TOTAL = 3,170 S.F.
LOT AREA
5,217 S.F.
NOTES:
1. FRONT PORCH
FOUNDATION AND STEP
TANK LOCATION SHALL BE
STAKED OUT FOR SET
BACK INSPECTION.
CONTACT INFO
MEGAN: (253) 256-8748
LEGEND
EXISTING PROPOSED
WATER METER
SFSILT FENCE
CONCRETE
SEWER
POWER
WATER
STORM
ROOF DRAIN
CONTOURS
BOUNDARY
510
ROOF
FOUNDATION
SEWER CONNECTION
POINT
STREET LIGHT
STEP
W
RD
EXISTING PROPOSED
GAS
WALL