HomeMy WebLinkAboutCD-3923ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
WASTEWATER UTILITY
dchristen 08/23/2017
REGIONAL FIRE AUTHORITY
cthomas 08/23/2017
APPROVED WATER UTILITY
Abdoul Gafour 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
CURRENT PLANNING
mdavis 08/24/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
CURRENT PLANNING
mdavis 08/24/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
CURRENT PLANNING
mdavis 08/24/2017
D
D
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
D
D
D
D
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
D
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
WATER UTILITY
Abdoul Gafour 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
WATER UTILITY
Abdoul Gafour 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
*
* ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET
SHALL BE DUCTILE IRON (DI)
ALL 30" DI STORM DRAIN PIPE SHALL BE CL52
ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
2
SURFACE WATER UTILITY
rstraka 08/28/2017*
DI*
* ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET
SHALL BE DUCTILE IRON (DI)
ALL 30" DI STORM DRAIN PIPE SHALL BE CL52
ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50
THE DUCTILE IRON PIPE WILL NEED TO MEET WSDOT STANDARD
SPECIFICATION REQUIREMENTS 9-30.1(1) WITH FITTING THAT
MEET THE WSDOT STANDARD SPECIFICATIONS 9-30.1(1).
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
2 2
2
2
SURFACE WATER UTILITY
rstraka 08/28/2017
*
DI*
DI*
* ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET
SHALL BE DUCTILE IRON (DI)
ALL 30" DI STORM DRAIN PIPE SHALL BE CL52
ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50
THE DUCTILE IRON PIPE WILL NEED TO MEET WSDOT STANDARD
SPECIFICATION REQUIREMENTS 9-30.1(1) WITH FITTING THAT
MEET THE WSDOT STANDARD SPECIFICATIONS 9-30.1(1).
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
*
DI*
* ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET
SHALL BE DUCTILE IRON (DI)
ALL 30" DI STORM DRAIN PIPE SHALL BE CL52
ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50
THE DUCTILE IRON PIPE WILL NEED TO MEET WSDOT STANDARD
SPECIFICATION REQUIREMENTS 9-30.1(1) WITH FITTING THAT
MEET THE WSDOT STANDARD SPECIFICATIONS 9-30.1(1).
ALLURA AT TIFFANY PARK
AL
L
U
R
A
A
T
T
I
F
F
A
N
Y
P
A
R
K
TE
D
-
4
0
-
3
9
2
3
8/23/2017
PR
-
1
3
0
0
7
3
3
9
DEVELOPMENT ENGINEERING
Ann Fowler 08/23/2017
SURFACE WATER UTILITY
rstraka 08/28/2017
*
* ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET
SHALL BE DUCTILE IRON (DI)
ALL 30" DI STORM DRAIN PIPE SHALL BE CL52
ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50
THE DUCTILE IRON PIPE WILL NEED TO MEET WSDOT STANDARD
SPECIFICATION REQUIREMENTS 9-30.1(1) WITH FITTING THAT
MEET THE WSDOT STANDARD SPECIFICATIONS 9-30.1(1).