HomeMy WebLinkAbout2905 Calloway Drive - Grading Plan12/15 543-15-55
2% MAX.
9'
GR
O
O
V
E
S
T
Y
P
.
FL
U
S
H
5'
O
R
8
'
3'
T
R
U
N
C
A
T
E
D
D
O
M
E
S
HA
N
D
I
C
A
P
R
A
M
P
D
E
T
A
I
L
n
t
s
6'
C
O
N
C
.
W
A
L
K
QU
A
N
T
I
T
I
E
S
W
E
R
E
C
A
L
C
U
L
A
T
E
D
O
N
T
H
E
A
S
S
U
M
P
T
I
O
N
T
H
A
T
E
X
I
S
T
I
N
G
G
R
O
U
N
D
W
I
L
L
BE
C
O
M
P
A
C
T
E
D
A
N
A
V
E
R
A
G
E
1
.
0
F
E
E
T
D
U
E
T
O
C
L
E
A
R
I
N
G
A
N
D
G
R
U
B
B
I
N
G
O
P
E
R
A
T
I
O
N
S
AN
D
C
O
M
P
A
C
T
I
O
N
F
R
O
M
E
Q
U
I
P
M
E
N
T
.
YA
R
D
A
G
E
S
A
R
E
F
O
R
P
E
R
M
I
T
P
U
R
P
O
S
E
S
O
N
L
Y
,
A
C
T
U
A
L
Y
A
R
D
A
G
E
M
A
Y
V
A
R
Y
,
T
H
E
R
E
F
O
R
E
T
H
E
S
E
NU
M
B
E
R
S
S
H
O
U
L
D
N
O
T
B
E
U
S
E
D
F
O
R
B
I
D
D
I
N
G
O
R
P
A
Y
M
E
N
T
.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
G
R
A
D
I
N
G
O
F
P
A
D
A
R
E
A
T
O
W
I
T
H
I
N
+
O
R
-
0
.
1
F
O
O
T
OF
D
E
S
I
G
N
G
R
A
D
E
.
I
F
T
H
E
P
A
D
S
H
O
U
L
D
B
E
F
O
U
N
D
T
O
B
E
M
O
R
E
T
H
A
N
T
H
I
S
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
BE
R
E
Q
U
I
R
E
D
T
O
R
E
G
R
A
D
E
A
N
D
R
E
C
O
M
P
A
C
T
T
H
E
P
A
D
A
R
E
A
U
N
T
I
L
I
T
I
S
W
I
T
H
I
N
T
H
E
S
E
R
E
Q
U
I
R
E
D
GR
A
D
E
T
O
L
E
R
A
N
C
E
S
A
T
T
H
E
I
R
O
W
N
E
X
P
E
N
S
E
.
AL
L
S
L
O
P
E
S
S
H
A
L
L
B
E
N
O
S
T
E
E
P
E
R
T
H
A
N
2
:
1
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
A
N
D
A
P
P
R
O
V
E
D
B
Y
TH
E
S
O
I
L
S
E
N
G
I
N
E
E
R
.
FI
L
L
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
P
L
A
C
E
D
I
N
L
A
Y
E
R
S
N
O
T
E
X
C
E
E
D
I
N
G
6
"
I
N
C
O
M
P
A
C
T
E
D
T
H
I
C
K
N
E
S
S
A
N
D
CO
M
P
A
C
T
E
D
A
T
O
P
T
I
M
I
U
M
M
O
I
S
T
U
R
E
C
O
N
T
E
N
T
B
Y
A
N
A
P
P
R
O
V
E
D
M
E
T
H
O
D
,
O
R
A
S
D
I
R
E
C
T
E
D
B
Y
T
H
E
SO
I
L
S
E
N
G
I
N
E
E
R
.
SU
R
F
A
C
E
D
R
A
I
N
A
G
E
T
O
B
E
1
%
M
I
N
I
M
U
M
,
E
X
C
E
P
T
W
E
R
E
C
O
N
C
R
E
T
E
S
W
A
L
E
S
A
R
E
P
R
O
V
I
D
E
D
.
A
M
I
N
I
M
U
M
O
F
2
%
A
W
A
Y
F
R
O
M
A
L
L
S
T
R
U
C
T
U
R
E
S
.
TH
E
D
E
S
I
G
N
E
N
G
I
N
E
E
R
S
H
A
L
L
E
X
E
R
C
I
S
E
S
U
F
F
I
C
I
E
N
T
S
U
P
E
R
V
I
S
O
R
Y
C
O
N
T
R
O
L
D
U
R
I
N
G
G
R
A
D
I
N
G
AN
D
C
O
N
S
T
R
U
C
T
I
O
N
T
O
I
N
S
U
R
E
C
O
M
P
L
I
A
N
C
E
W
I
T
H
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
S
O
I
L
S
R
E
P
O
R
T
,
AN
D
T
H
E
C
A
L
I
F
O
R
N
I
A
B
U
I
L
D
I
N
G
C
O
D
E
W
I
T
H
I
N
H
I
S
P
U
R
V
I
E
W
.
T
H
E
C
O
N
T
R
A
C
T
O
R
OR
O
W
N
E
R
S
H
A
L
L
B
E
A
R
A
L
L
E
X
P
E
N
S
E
S
O
F
C
O
M
P
L
I
A
N
C
E
W
I
T
H
T
H
E
S
E
R
E
Q
U
I
R
E
M
E
N
T
S
I
N
C
L
U
D
I
N
G
AL
L
O
N
S
I
T
E
I
N
S
P
E
C
T
I
O
N
S
A
N
D
A
S
-
B
U
I
L
T
S
U
R
V
E
Y
.
TH
E
C
O
N
T
R
A
C
T
O
R
I
S
R
E
S
P
O
N
S
I
B
L
E
F
O
R
C
A
L
L
I
N
G
U
.
S
.
A
.
A
L
E
R
T
2
W
O
R
K
I
N
G
D
A
Y
S
B
E
F
O
R
E
BE
G
I
N
N
I
N
G
A
N
Y
W
O
R
K
O
N
T
H
I
S
P
R
O
J
E
C
T
.
(
1
-
8
0
0
-
2
2
7
-
2
6
0
0
)
AL
L
F
I
L
L
T
O
B
E
C
O
M
P
A
C
T
E
D
T
O
A
M
I
N
I
M
U
M
O
F
9
0
%
M
A
X
I
M
U
M
D
E
N
S
I
T
Y
A
S
D
E
T
E
R
M
I
N
E
D
B
Y
SE
C
T
I
O
N
3
3
0
5
O
F
T
H
E
C
.
B
.
C
.
A
N
D
S
O
C
E
R
T
I
F
I
E
D
B
Y
T
E
S
T
S
A
N
D
R
E
P
O
R
T
S
F
R
O
M
T
H
E
S
O
I
L
S
E
N
G
I
N
E
E
R
.
TH
E
S
O
I
L
S
E
N
G
I
N
E
E
R
O
R
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
M
A
Y
R
E
Q
U
I
R
E
A
M
I
N
I
M
U
M
T
H
A
T
E
X
C
E
E
D
S
TH
I
S
R
E
Q
U
I
R
E
M
E
N
T
.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
O
B
T
A
I
N
A
L
L
N
E
C
E
S
S
A
R
Y
E
N
C
R
O
A
C
H
M
E
N
T
A
N
D
/
O
R
O
T
H
E
R
P
E
R
M
I
T
S
FR
O
M
T
H
E
A
P
P
R
O
P
R
I
A
T
E
P
U
B
L
I
C
A
G
E
N
C
Y
B
E
F
O
R
E
S
T
A
R
T
O
F
C
O
N
S
T
R
U
C
T
I
O
N
.
TH
E
C
U
T
A
N
D
F
I
L
L
Q
U
A
N
T
I
T
I
E
S
S
H
O
W
N
A
R
E
C
A
L
C
U
L
A
T
E
D
U
S
I
N
G
A
C
O
M
P
A
C
T
I
O
N
F
A
C
T
O
R
O
F
1
.
5
.
T
H
E
EN
G
I
N
E
E
R
M
A
K
E
S
N
O
W
A
R
R
A
N
T
Y
E
I
T
H
E
R
D
I
R
E
C
T
O
R
I
M
P
L
I
E
D
T
H
A
T
T
H
I
S
W
I
L
L
B
E
T
H
E
A
C
T
U
A
L
CO
M
P
A
C
T
I
O
N
F
A
C
T
O
R
.
I
F
C
O
N
T
R
A
C
T
O
R
,
D
U
R
I
N
G
T
H
E
P
R
O
G
R
E
S
S
O
F
C
O
N
S
T
R
U
C
T
I
O
N
B
E
L
I
E
V
E
S
TH
E
R
E
I
S
A
D
E
F
I
C
I
E
N
C
Y
O
R
A
N
E
X
C
E
S
S
O
F
S
O
I
L
,
H
E
S
H
A
L
L
I
M
M
E
D
I
A
T
E
L
Y
C
O
N
T
A
C
T
T
H
E
E
N
G
I
N
E
E
R
WH
O
S
H
A
L
L
D
E
T
E
R
M
I
N
E
I
F
A
D
J
U
S
T
M
E
N
T
S
C
A
N
B
E
M
A
D
E
T
O
P
R
O
V
I
D
E
A
B
A
L
A
N
C
E
B
E
T
W
E
E
N
CU
T
A
N
D
F
I
L
L
.
SI
T
E
P
R
E
P
A
R
A
T
I
O
N
A
N
D
G
R
A
D
I
N
G
S
H
A
L
L
B
E
D
O
N
E
U
N
D
E
R
T
H
E
S
U
P
E
R
V
I
S
I
O
N
O
F
T
H
E
SO
I
L
S
E
N
G
I
N
E
E
R
,
W
H
O
S
H
A
L
L
B
E
P
R
E
S
E
N
T
A
T
A
L
L
T
I
M
E
S
D
U
R
I
N
G
G
R
A
D
I
N
G
O
P
E
R
A
T
I
O
N
S
.
TH
E
S
O
I
L
S
E
N
G
I
N
E
E
R
S
H
A
L
L
B
E
N
O
T
I
F
I
E
D
A
T
L
E
A
S
T
T
W
O
D
A
Y
S
B
E
F
O
R
E
S
T
A
R
T
I
N
G
A
N
Y
OF
T
H
I
S
W
O
R
K
.
T
H
E
S
O
I
L
S
E
N
G
I
N
E
E
R
S
H
A
L
L
P
R
O
V
I
D
E
T
O
T
H
E
D
E
S
I
G
N
E
N
G
I
N
E
E
R
A
FI
N
A
L
S
O
I
L
S
R
E
P
O
R
T
O
R
A
S
T
A
T
E
M
E
N
T
T
H
A
T
T
H
E
G
R
A
D
I
N
G
W
A
S
D
O
N
E
I
N
A
C
C
O
R
D
A
N
C
E
WI
T
H
T
H
E
G
R
A
D
I
N
G
P
L
A
N
A
N
D
P
R
E
L
I
M
I
N
A
R
Y
S
O
I
L
S
R
E
P
O
R
T
A
L
O
N
G
W
I
T
H
C
O
P
I
E
S
O
F
T
H
E
CO
M
P
A
C
T
I
O
N
T
E
S
T
S
.
TH
E
D
E
S
I
G
N
E
N
G
I
N
E
E
R
A
N
D
T
H
E
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
S
H
A
L
L
B
E
N
O
T
I
F
I
E
D
4
8
H
O
U
R
S
PR
I
O
R
T
O
P
L
A
C
I
N
G
O
F
F
I
L
L
M
A
T
E
R
I
A
L
.
I
F
T
H
E
C
O
N
T
R
A
C
T
O
R
F
A
I
L
S
T
O
M
A
K
E
N
O
T
I
F
I
C
A
T
I
O
N
,
AL
L
W
O
R
K
D
O
N
E
O
N
T
H
E
S
I
T
E
W
I
L
L
B
E
D
O
N
E
A
T
T
H
E
I
R
O
W
N
R
I
S
K
A
N
D
C
A
N
B
E
R
E
J
E
C
T
E
D
.
AN
Y
R
E
G
R
A
D
I
N
G
R
E
Q
U
I
R
E
D
S
H
A
L
L
B
E
D
O
N
E
A
T
T
H
E
C
O
N
T
R
A
C
T
O
R
S
O
W
N
E
X
P
E
N
S
E
.
AN
O
S
H
A
P
E
R
M
I
T
I
S
R
E
Q
U
I
R
E
D
W
H
E
N
W
O
R
K
E
R
S
M
U
S
T
E
N
T
E
R
T
R
E
N
C
H
E
S
O
R
E
X
C
A
V
A
T
I
O
N
S
.
TH
E
L
A
N
D
S
C
A
P
E
D
A
R
E
A
S
A
R
E
T
O
B
E
D
E
S
I
G
N
E
D
A
N
D
G
R
A
D
E
D
T
O
M
I
N
I
M
I
Z
E
E
X
C
E
S
S
LA
N
D
S
C
A
P
I
N
G
D
R
A
I
N
A
G
E
A
C
R
O
S
S
T
H
E
S
I
D
E
W
A
L
K
F
O
R
T
H
O
S
E
A
R
E
A
S
O
V
E
R
2
%
.
TH
I
S
S
U
R
V
E
Y
W
A
S
C
O
M
P
I
L
E
D
F
O
R
T
O
P
O
G
R
A
P
H
I
C
P
U
R
P
O
S
E
S
O
N
L
Y
.
N
O
P
E
R
M
A
N
E
N
T
L
O
T
C
O
R
N
E
R
S
WH
E
R
E
S
E
T
.
T
H
E
B
O
U
N
D
A
R
Y
I
N
F
O
R
M
A
T
I
O
N
I
S
F
R
O
M
R
E
C
O
R
D
A
N
D
I
S
I
N
T
E
N
D
E
D
F
O
R
O
R
I
E
N
T
A
T
I
O
N
ON
L
Y
A
N
D
I
S
N
O
T
I
N
F
E
R
R
E
D
O
R
I
M
P
L
I
E
D
T
O
B
E
A
B
O
U
N
D
A
R
Y
S
U
R
V
E
Y
.
EX
.
A
C
P
A
V
I
N
G
2:
1
S
L
O
P
E
T
Y
P
.
BO
T
.
E
L
E
V
.
-
3
6
9
.
0
'
HI
G
H
W
A
T
E
R
-
3
7
7
.
0
'
8'
1%
377.8
T P
AL
L
C
O
N
S
T
R
U
C
T
I
O
N
A
C
T
I
V
I
T
Y
,
I
N
C
U
D
I
N
G
S
T
A
G
I
N
G
,
S
H
A
L
L
B
E
W
I
T
H
I
N
T
H
E
L
I
M
I
T
S
S
H
O
W
N
O
N
TH
I
S
P
L
A
N
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
O
B
T
A
I
N
A
C
O
P
Y
O
F
T
H
E
B
I
O
O
G
I
C
A
L
C
L
E
A
R
A
N
C
E
S
U
R
V
E
Y
F
O
R
TH
I
S
P
R
O
J
E
C
T
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
S
O
L
E
Y
L
I
A
B
L
E
A
N
D
R
E
S
P
O
N
S
I
B
L
E
F
O
R
F
O
L
L
O
W
I
N
G
T
H
E
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
O
F
T
H
E
B
I
O
L
O
G
I
C
A
L
C
L
E
A
R
A
N
C
E
S
U
R
V
E
Y
.
N
O
S
T
A
G
I
N
G
,
G
R
A
D
I
N
G
,
O
R
OT
H
E
R
D
I
S
T
U
R
B
A
N
C
E
S
H
A
L
L
O
C
C
U
R
O
U
T
S
I
D
E
T
H
E
L
I
M
I
T
S
O
F
T
H
I
S
S
I
T
E
.
B
1
5
-
4
0
0
0
0
0
-
5
7
A
T
29
0
5
C
A
L
L
O
W
A
Y
D
R
.
,
S
P
R
1
5
-
0
2
1
5
,
3
.
3
A
C
.
L
O
T
1'
D
E
C
T
E
C
T
A
B
L
E
W
A
R
N
I
N
G
GR
A
D
I
N
G
N
O
T
E
S
AL
L
G
R
A
D
I
N
G
A
N
D
S
I
T
E
P
R
E
P
A
R
A
T
I
O
N
S
H
A
L
L
C
O
N
F
O
R
M
T
O
T
H
I
S
P
L
A
N
,
C
I
T
Y
O
F
B
A
K
E
R
S
F
I
E
L
D
GR
A
D
I
N
G
O
R
D
I
N
A
N
C
E
,
A
N
D
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
A
P
P
E
N
D
I
X
"
J
"
O
F
T
H
E
2
0
1
3
C
A
L
I
F
O
R
N
I
A
BU
I
L
D
I
N
G
C
O
D
E
A
N
D
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
H
E
R
E
O
F
A
N
D
T
H
E
P
R
E
L
I
M
I
N
A
R
Y
S
O
I
L
S
R
E
P
O
R
T
PR
E
P
A
R
E
D
B
Y
:
K
R
A
Z
A
N
&
A
S
S
O
C
I
A
T
E
S
,
P
R
O
J
E
C
T
N
O
;
0
2
2
-
1
5
0
4
3
,
D
A
T
E
D
;
J
U
N
E
3
0
,
2
0
0
8
,
J
U
L
Y
3
0
,
20
1
5
A
N
D
S
E
P
T
E
M
B
E
R
2
,
2
0
1
5
.
AL
L
T
E
S
T
I
N
G
R
E
Q
U
I
R
E
D
B
Y
2
0
1
3
C
.
B
.
C
.
O
R
M
O
S
T
C
U
R
R
E
N
T
V
E
R
S
I
O
N
S
H
A
L
L
B
E
P
E
R
F
O
R
M
E
D
.
6"
C
O
N
C
.
C
U
R
B
IS
A
A
C
C
E
S
S
I
B
L
E
PA
R
K
I
N
G
O
N
L
Y
S
I
G
N
IS
A
A
C
C
E
S
S
I
B
L
E
P
A
R
K
I
N
G
ON
L
Y
S
I
G
N
P
E
R
C
A
L
TR
A
N
S
S
T
D
.
A
9
0
A
2% MAX.
8.
3
%
MA
X
.
3'3'4'
M
I
N
.
6'
C
L
F
E
N
C
E
W
/
S
L
A
T
E
S
PE
R
C
O
B
S
T
D
.
S
-
1
0
CO
N
C
C
U
R
B
3
7
8.2
F
G
1%
12
'
SU
M
P
2 :1 S L O P E
6'
C
L
F
E
N
C
E
2% MAX.
LA
N
D
S
C
A
P
I
N
G
LA
N
D
S
C
A
P
I
N
G
8'
+
/
-
1%
1%
4'
SE
C
T
I
O
N
C
-
C
n
t
s
P/
L
CITY RECORDS NO:
IF
T
H
E
P
R
O
J
E
C
T
I
S
S
U
B
J
E
C
T
T
O
T
H
E
P
R
O
V
I
S
I
O
N
S
O
F
T
H
E
N
A
T
I
O
N
A
L
P
O
L
L
U
T
A
N
T
D
I
S
C
H
A
R
G
E
EL
I
M
I
N
A
T
I
O
N
S
Y
S
T
E
M
(
N
P
D
E
S
)
,
A
"
N
O
T
I
C
E
O
F
I
N
T
E
N
T
"
(
N
O
I
)
T
O
C
O
M
P
L
Y
W
I
T
H
T
H
E
T
E
R
M
S
OF
T
H
E
G
E
N
E
R
A
L
P
E
R
M
I
T
T
O
D
I
S
C
H
A
R
G
E
S
T
O
R
M
W
A
T
E
R
A
S
S
O
C
I
A
T
E
D
W
I
T
H
C
O
N
S
T
R
U
C
T
I
O
N
AC
T
I
V
I
T
Y
(
S
W
R
C
B
O
R
D
E
R
N
O
.
2
0
0
9
-
0
0
9
-
D
W
Q
A
S
A
M
E
N
D
E
D
B
Y
O
R
D
E
R
2
0
1
0
-
0
0
1
4
-
D
W
Q
A
N
D
O
R
D
E
R
20
1
2
-
0
0
0
6
-
D
W
Q
)
M
U
S
T
B
E
F
I
L
E
D
W
I
T
H
T
H
E
S
T
A
T
E
W
A
T
E
R
R
E
S
O
U
R
C
E
S
CO
N
T
R
O
L
B
O
A
R
D
I
N
S
A
C
R
A
M
E
N
T
O
B
E
F
O
R
E
T
H
E
B
E
G
I
N
N
I
N
G
O
F
A
N
Y
C
O
N
S
T
R
U
C
T
I
O
N
A
C
T
I
V
I
T
Y
.
CO
M
P
L
I
A
N
C
E
W
I
T
H
T
H
E
G
E
N
E
R
A
L
P
E
R
M
I
T
R
E
Q
U
I
R
E
S
T
H
A
T
A
S
T
O
R
M
W
A
T
E
R
P
O
L
L
U
T
I
O
N
PR
E
V
E
N
T
I
O
N
P
L
A
N
(
S
W
P
P
P
)
B
E
P
R
E
P
A
R
E
D
,
C
O
N
T
I
N
U
O
U
S
L
Y
C
A
R
R
I
E
D
O
U
T
,
A
N
D
A
L
W
A
Y
S
B
E
AV
A
I
L
A
B
L
E
F
O
R
P
U
B
L
I
C
I
N
S
P
E
C
T
I
O
N
D
U
R
I
N
G
N
O
R
M
A
L
C
O
N
S
T
R
U
C
T
I
O
N
H
O
U
R
S
.
W
A
S
T
E
D
I
S
C
H
A
R
G
E
ID
E
N
T
I
F
I
C
A
T
I
O
N
(
W
D
I
D
)
N
U
M
B
E
R
5
F
1
5
C
3
7
4
1
8
9
H
A
S
B
E
E
N
I
S
S
U
E
D
B
Y
T
H
E
S
T
A
T
E
WA
T
E
R
R
E
S
O
U
R
C
E
S
B
O
A
R
D
F
O
R
T
H
I
S
P
R
O
J
E
C
T
.
EX
.
6
'
B
L
O
C
K
W
A
L
L
EX
.
6
'
B
L
O
C
K
W
A
L
L
EX
.
6
'
B
L
O
C
K
W
A
L
L
EX
.
C
U
R
B
&
G
U
T
T
E
R
379.33
FL
CL
A
S
S
"
B
"
C
O
N
C
1/2"r6"2"
2"
PL
A
N
T
E
R
6" MIN.2"4"2" AC. PAVING
6'
C
O
N
C
W
A
L
K
18'
CONC. CURB DETAIL nts
NO
T
E
:
T
O
B
E
B
U
I
L
T
P
E
R
A
D
A
R
E
Q
U
I
R
E
M
E
N
T
S
CO
B
S
T
D
S
T
-
1
0
A
N
D
C
A
L
T
R
A
N
S
S
T
D
.
A
8
8
A
&
A
9
0
A
WH
E
E
L
S
T
O
P
T
Y
P
.
SU
B
G
R
A
D
E
C
O
M
P
A
C
T
I
O
N
T
O
90
%
M
I
N
.
T
O
6
"
B
E
L
O
W
S
U
B
G
R
A
D
E
EX
.
6
'
B
L
O
C
K
W
A
L
L
NO
P
A
R
K
I
N
G
54
'
3
78.0
T
O
P
378.0
TOP
1%
3
7
8.2
T
O
P
AL
L
F
I
L
L
A
R
E
A
S
T
O
B
E
C
L
E
A
R
E
D
O
F
V
E
G
A
T
A
T
I
O
N
A
N
D
O
T
H
E
R
U
N
S
U
I
T
A
B
L
E
M
A
T
E
R
I
A
L
S
FO
R
A
S
T
R
U
C
T
U
R
E
F
I
L
L
A
N
D
T
H
E
A
R
E
A
S
C
A
R
I
F
I
E
D
T
O
A
D
E
P
T
H
O
F
S
I
X
(
6
)
I
N
C
H
E
S
.
GR
A
D
I
N
G
W
O
R
K
W
I
L
L
B
E
S
U
P
E
R
V
I
S
E
D
A
S
E
N
G
I
N
E
E
R
E
D
G
R
A
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
CU
R
R
E
N
T
C
.
B
.
C
.
ROSEDALE HWYVICINITY MAP nts----- W ------WATER LINE ----- E ------ELECTRICAL CONDUITS----- S ------SANITARY SEWER LINE ----- G ------GAS LINE ----- T ------TELEPHONE CONDUITS ORUNDERGROUND UTILITIES (PLAN LOCATIONS ARE APPROXIMATE ONLY)FG FINISH GRADEFC FINISH CONC. GRADE JERRY L.HENDRICKS RCE 34789EXP. 9/30/17REGISTEREDPROFESSIONALENGINEERSTATELEV = 381.33 EOFCALIFORNIAJER
AN
O
P
E
N
S
T
R
E
E
T
P
E
R
M
I
T
S
H
A
L
L
B
E
O
B
T
A
I
N
E
D
F
R
O
M
T
H
E
C
I
T
Y
O
F
B
A
K
E
R
S
F
I
E
L
D
P
U
B
L
I
C
W
O
R
K
S
DE
P
A
R
T
M
E
N
T
F
O
R
A
N
Y
W
O
R
K
P
E
R
F
O
R
M
E
D
W
I
T
H
I
N
E
X
I
S
T
I
N
G
A
C
C
E
P
T
E
D
S
T
R
E
E
T
R
I
G
H
T
O
F
W
A
Y
.
ON
A
N
A
P
P
R
O
V
E
D
E
N
G
I
N
E
E
R
'
S
E
S
T
I
M
A
T
E
F
O
R
T
H
E
W
O
R
K
P
E
R
F
O
R
M
E
D
W
I
T
H
I
N
R
I
G
H
T
O
F
W
A
Y
SH
A
L
L
B
E
P
O
S
T
E
D
P
R
I
O
R
T
O
I
S
S
U
A
N
C
E
O
F
T
H
E
P
E
R
M
I
T
.
RYHENDRIC K SL.CIVIL NO. 34789 EXP. 9/30/1798.00 98.50COB- CITY OF BAKERSFIELD AB- AGGREGATE BASE AC- ASPHALT CONCRETE BM- BENCH MARK TBM- TEMPORARY BENCH MARK EP- EDGE OF PAVEMENT EX- EXISTING FF- FINISH FLOOR LP- LIGHT POLE LS- LANDSCAPING FH- FIRE HYDRANT FL- FLOWLINE GB- GRADE BREAK HC- HANDICAPPED IP- IRON PIPE MH- MANHOLE NTS- NOT TO SCALE OG- ORIGINAL GRADE PP- POWER POLE TC- TOP OF CURB CONC- CONCRETE CB- CATCH BASIN PUE- PUBLIC UTILITY EASEMENT TP- TOP OF PAVING WV- WATER VALVE GV- GAS VALVE BW- BACK OF WALK SD- STORMDRAIN TW- TOP OF WALL TF- TOP OF FOOTING P/L - PROPERTY LINE DRAINAGE DIRECTION EXISTING GRADE PROPOSED GRADEABBREVIATIONSOF CALLOWAY AND SEABECK AVE.BASIS OF BEARINGS;N 0°06'37" W FOR THE CENTER LINE OF CALLOWAY DRIVE AND THE EAST LINE OF SECTION 19, T, 29 S., R. 27 E., M.D.M.AS SHOWN ON LOT LINE ADJUSTMENT NO. 08-162, CERTIFICATE OF COMPLIANCE RECORDED PER DOC. NO. 000211010388 O.R.TOP OF MON'T AT INTERSECTIONBM USED : CITY OF BFL BM 1253+/- cu yd FILL
AN
Y
I
T
E
M
S
I
N
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
T
H
A
T
A
R
E
D
A
M
A
G
E
D
O
R
D
O
N
O
T
M
E
E
T
C
U
R
R
E
N
T
ST
A
N
D
A
R
D
S
S
E
T
B
Y
P
U
B
L
I
C
W
O
R
K
S
W
I
L
L
R
E
Q
U
I
R
E
R
E
P
A
I
R
I
N
G
A
N
D
/
O
R
U
P
G
R
A
D
I
N
G
AS
P
E
R
C
I
T
Y
E
N
G
I
N
E
E
R
.
UN
L
E
S
S
S
E
C
U
R
E
D
B
Y
A
N
I
M
P
R
O
V
E
M
E
N
T
A
G
R
E
E
M
E
N
T
,
A
P
P
R
O
V
E
D
I
N
S
U
R
A
N
C
E
A
N
D
S
E
C
U
R
I
T
Y
B
A
S
E
D
PR
I
O
R
T
O
T
H
E
S
T
A
R
T
O
F
A
N
Y
P
H
A
S
E
O
F
C
O
N
S
T
R
U
C
T
I
O
N
,
T
H
E
C
I
T
Y
C
O
N
S
T
R
U
C
T
I
O
N
I
N
S
P
E
C
T
I
O
N
SE
C
T
I
O
N
S
H
A
L
L
B
E
G
I
V
E
N
A
T
L
E
A
S
T
2
4
H
O
U
R
S
N
O
T
I
C
E
.
T
H
E
S
E
C
T
I
O
N
M
A
Y
B
E
N
O
T
I
F
I
E
D
A
T
(8
0
5
,
6
6
1
)
3
2
6
-
3
0
4
9
.
CO
M
P
A
C
T
I
O
N
T
E
S
T
S
S
H
A
L
L
B
E
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
D
E
V
E
L
O
P
E
R
/
S
U
B
D
I
V
I
D
E
R
/
C
O
N
T
R
A
C
T
O
R
.
TH
E
N
U
M
B
E
R
A
N
D
L
O
C
A
T
I
O
N
O
F
R
E
Q
U
I
R
E
D
T
E
S
T
S
S
H
A
L
L
B
E
D
E
T
E
R
M
I
N
E
D
B
Y
T
H
E
C
I
T
Y
E
N
G
I
N
E
E
R
.
CIVIL ENGINEERING & LAND SURVEYING 2003 20th STREET - BAKERSFIELD CA. 93301 ( 661 ) 328-9838 FRANK A. SLINKARD LEGAL DESCRIPTION;POR. SE 1/4 SEC. 19, 29/27 PARCEL AREA 4.2 GR AC.GRADED AREA 3.3 AC.SPR. # 15-0215 ADDRESS 2905 CALLOWAY DRIVE APN 450-040-29, 450-040-55,450-040-37, 450-052-12 OWNER RIVERLAKES PROFESSIONAL PLAZA, LLC PERMIT NO. - 15-40000057THE DRAWING, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED HEREON ARE AND REMAIN THE PROPERTY OF THE ENGINEER, WHOSE SIGNATURE APPEARS HEREON. NO PART HEREON SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECT-ION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.CONSTRUCTION CONTRACTORS AGREE THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT; THAT THIS REQUIREMENT IS NOT LIMITED TO NORMAL WORKING HOURS. THEY FUTHER AGREE TO DEFEND, INDEMNIFY AND HOLD ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN BY THE ENGINEER.SHEET 1 OF 3 SHEETS
DA
T
E
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
JO
B
N
O
.
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
PERMIT NO. - 15-40000057----- OL ---- OVERHEAD POWER LINESTHEREFORE 324+/- cu yd EXPORT TO APPROVED COB SITE1577+/- cu yd CUT - 1044+/- cu yd FILL (1.2)CALLOWAY DRDIRT QUANTITIES;GRADING PLAN FOR THE FIREHOUSE RESTAURANT ON CALLOWAY DR.GRADING PLAN FOR THE FIREHOUSE RESTAURANT ON CALLOWAY DR.SITE
37 8.70
T P
3
7
8.2
0
E
X T
P
1%
EX. PAVING
SE
C
T
I
O
N
D
-
D
n
t
s
P/
L
CO
N
C
C
U
R
B
LS 1%6'378.80
T P
3
7
9.5
0
T
P
1%
EX. PAVING
SE
C
T
I
O
N
E
-
E
n
t
s
P/
L
CO
N
C
C
U
R
B
AC PAVING
LS
EX
.
C
O
N
C
C
U
R
B
380.70
T P
3
8
0.0
E
X F
L
1%
EX. PAVING
SE
C
T
I
O
N
F
-
F
n
t
s
P/
L
CO
N
C
C
U
R
B
LS 1%5'3 80.80
F G
3
7
9.7
5
T
P
1%
EX. PAVING
SE
C
T
I
O
N
G
-
G
n
t
s
P/
L
LS
EX
.
C
U
R
B
&
G
U
T
T
E
R
P/
L
EX
.
C
O
N
C
C
U
R
B
&
6'
C
.
L
.
F
E
N
C
E
12
'
5'
18
'
3
7
8.1
0
F
L
AC. PAVING
SE
C
T
I
O
N
H
-
H
n
t
s
AR
O
U
N
D
B
A
S
I
N
6
'
C
.
L
.
F
E
N
C
E
W
/
R
E
D
W
O
O
D
SL
A
T
S
P
E
R
C
O
B
S
T
D
.
D
-
1
2
&
D
-
1
3
T
Y
P
.
1%
CO
N
C
C
U
R
B
AC PAVING
RA
I
S
E
D
6
"
C
O
N
C
.
C
U
R
B
TH
E
S
E
C
O
N
C
A
T
P
A
V
I
N
G
G
R
A
D
E
NO
T
E
:
BA
S
I
N
T
O
B
E
P
R
I
V
A
T
E
L
Y
M
A
I
N
T
A
I
N
E
D
.
C.
O
.
B
.
W
I
L
L
N
O
T
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
MA
I
N
T
E
N
A
N
C
E
.
377.95 T P
E X. C U R B
3
7
8.2
7
F
L
EX. PAVING377.8
E X SE
C
T
I
O
N
A
-
A
n
t
s
P/
L
CO
B
S
T
D
S
T
-
1
T
Y
P
E
"B
"
C
U
R
B
&
G
U
T
T
E
R
1%
EX. PAVING SE
C
T
I
O
N
B
-
B
n
t
s
P/
L
378.5
O G
0.5%
FF
-
3
8
0
.
6
0
380.0 FL
0.5%
4'
C
O
N
C
.
W
A
L
K
2"
A
C
P
A
V
I
N
G
O
V
E
R
4
"
B
A
S
E
CO
N
C
.
V
-
G
U
T
T
E
R
P
E
R
C
O
B
S
T
D
.
S
T
-
7
nt
s
CLASS "B" CONC
SU
B
G
R
A
D
E
C
O
M
P
A
C
T
I
O
N
T
O
90
%
M
I
N
.
T
O
1
2
"
B
E
L
O
W
S
U
B
G
R
A
D
E
90
%
C
O
M
P
A
C
T
I
O
N
U
N
D
E
R
A
N
D
T
O
A
T
L
E
A
S
T
1
F
O
O
T
O
N
E
A
C
H
S
I
D
E
2"4"2"6"12"CONC. GUTTER
4'-
0
"
2'
2"
CO
M
P
A
C
T
E
D
F
I
L
L