HomeMy WebLinkAboutProject PlansS
A
C
R
A
M
E
N
T
O
D
R
I
V
E
EXISTING BUILDING
200.50 FF (APPROXIMATE)
200.60 - 200.43 FF RANGE
RIGHT OF WAY
RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE
S
A
C
R
A
M
E
N
T
O
D
R
I
V
E
ENCROACHMENT
EASEMENT
OPEN SPACE EASEMENT
OPEN SPACE EASEMENT
10
.
0
0
'
PG
E
EA
S
E
M
E
N
T
V I A
E
S
T
E
B
A
N
A C A
C
I
A
C
R
E
E
K
60.0' R
I
G
H
T
O
F
W
A
Y
8.1'
21.8'
20.4'
9.7'
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
NO
PARKING
NO
PA
R
K
I
N
G
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACTCOMPACTCOMPACT
WM
IRR
1
1
1
1
2
TYP
2
TYP
2
TYP
2
TYP
2
TYP
2
TYP
2
TYP
3
3
3 3
3
4
4
4 4 4 4
5
TYP
5
TYP
5
TYP
5
TYP
6
7 7 7 777
7
8
8
8
9
9
9
9
9
10
10
10
21 21 21
21
21
21
22
22
22
22
22
22
23
23
23
23
23 23
24
24
25
5.00'
ASPHA
L
T
SIDEW
A
L
K
26
27
26
26
28
28
28
28
28
60
.
1
0
'
F
U
L
L
B
A
Y
D
I
M
E
N
S
I
O
N
2.
5
0
'
O
V
E
R
H
A
N
G
18
.
4
0
'
S
T
A
L
L
2.
5
0
'
O
V
E
R
H
A
N
G
18
.
4
0
'
S
T
A
L
L
60.10' FULL BAY DIMENSION
2.50' OVERHANG
18.40' STALL
2.50' OVERHANG
18.40' STALL
18.00'9.
0
0
'
5.
0
0
'
9.
0
0
'
57
.
7
0
'
B
A
Y
D
I
M
E
N
S
I
O
N
A
T
C
O
M
P
A
C
T
P
A
R
K
I
N
G
2.
5
0
'
O
V
E
R
H
A
N
G
18
.
4
0
'
S
T
A
L
L
2.
5
0
'
O
V
E
R
H
A
N
G
16
.
0
0
'
S
T
A
L
L
60
.
1
0
'
F
U
L
L
B
A
Y
D
I
M
E
N
S
I
O
N
2.
5
0
'
O
V
E
R
H
A
N
G
18
.
4
0
'
S
T
A
L
L
2.
5
0
'
O
V
E
R
H
A
N
G
18
.
4
0
'
S
T
A
L
L
9.00'8.00'9.00'
18
.
0
0
'
29
29
29
29
31 31
TYPTYP
31
TYP
32
32
33
33
33
34
TYP
34
TYP
34
TYP
34
TYP
30
30
30
30
35
35
35
35
35
35
36
36
36
36
ADD "RIGHT TURN ONLY"
TO EXISTING SIGN
22
34
TYP
34
TYP
37
37
2
0
.
0
0
'
20.00'
2
0
.
0
0
'
38
38
38
SL
O
C
L
A
S
S
I
C
A
L
A
C
A
D
E
M
Y
BR
O
A
D
S
T
R
E
E
T
C
A
M
P
U
S
PR
O
J
E
C
T
N
A
M
E
:
PL
A
N
S
P
R
E
P
A
R
E
D
F
O
R
:
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
SL
O
C
L
A
S
S
I
C
A
L
A
C
A
D
E
M
Y
16
5
G
R
A
N
D
A
V
E
SA
N
L
U
I
S
O
B
I
S
P
O
,
C
A
9
3
4
0
5
34
5
0
B
R
O
A
D
S
T
SA
N
L
U
I
S
O
B
I
S
P
O
,
C
A
9
3
4
0
1
AP
N
:
0
5
3
-
2
2
1
-
0
3
5
ENGINEER OF RECORD:
REVISIONS:
CDS JOB #:
SCALE:
24-078
AS SHOWN
DATE:March 28, 2025
PREPARED BY:MRS
REVIEWED BY:MRS
z:
\
S
h
a
r
e
d
\
C
D
S
D
a
t
a
\
a
c
t
i
v
e
j
o
b
s
\
2
4
-
0
7
8
s
l
o
c
l
a
s
s
i
c
a
l
a
c
a
d
e
m
y
\
_
P
r
o
j
e
c
t
\
2
_
P
r
e
l
i
m
_
E
n
t
i
t
l
e
m
e
n
t
s
\
C
1
-
P
r
e
l
i
m
S
i
t
e
P
l
a
n
.
d
w
g
,
Ma
r
c
h
2
8
,
2
0
2
5
A B C D E F G H I J K L M N O
A B C D E F G H I J K L M N O
2
1
3
4
5
6
7
8
9
10
11
12
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
P
L
A
N
N
I
N
G
P
E
R
M
I
T
T
I
N
G
C
IV
I
L
DES
I
G
N
STU
D
I
O
P.
O
.
B
o
x
1
9
9
|
C
a
m
b
r
i
a
|
C
A
9
3
4
2
8
80
5
.
7
0
6
.
0
4
0
1
w
w
w
.
c
i
v
i
l
-
s
t
u
d
i
o
.
c
o
m
P
L
A
N
R
E
V
I
E
W
S
E
T
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
EEN
I
No
.
7
4
7
3
6
TS
C
TAE
FO
I
GE R
AI
O
F
I
L
A
C
L
I
V
N
R
R
E
R
P
S
D
ERET
F
O
NO
I
LA
GNE
ISS
M
O
N
T
E
R
S O T O
SHEET XX OF 3 SHEETS
CONSTRUCTION NOTES
LEGEND
21 PROPOSED ASPHALT OR ASPHALT GRIND AND OVERLAY
22 PROPOSED CONCRETE FLATWORK
23 PROPOSED CONCRETE CURB
24 PROPOSED REMOVAL OF DRIVEWAYS AND CONSTRUCTION OF PUBLIC CURB,
GUTTER, AND SIDEWALK PER CITY OF SAN LUIS OBISPO STANDARDS
25 PROPOSED PUBLIC ASPHALT SIDEWALK TO CONNECT AS SHOWN FROM PUBLIC
ROAD ADA RAMP AT EASTERN CORNER OF SITE, EXTENDING TO EXISTING
SIDEWALK APPROXIMATELY 200' TO THE SOUTH (NOT SHOWN)
26 STANDARD ACCESSIBLE STALL WITH STRIPING AND SIGNAGE. PAVEMENT
MAXIMUM SLOPE IN ANY DIRECTION SHALL NOT EXCEED 2%
27 VAN ACCESSIBLE STALL WITH STRIPING AND VAN ACCESSIBLE SIGNAGE.
PAVEMENT MAXIMUM SLOPE IN ANY DIRECTION SHALL NOT EXCEED 2%
28 DETECTABLE WARNING SURFACE (TRUNCATED DOMES)
29 PROPOSED PARKING BAY DIMENSIONS IN COMPLIANCE WITH THE CITY OF SAN
LUIS OBISPO PARKING STANDARDS 2230 - 2240
30 PROPOSED RETAINING WALL
31 PROPOSED 4" WIDE WHITE PARKING STRIPE PER CITY REQUIREMENTS
32 PROPOSED STAIRS (WOOD OR CONCRETE)
33 PROPOSED DECK OVER EXISTING STORM DRAINAGE BASINS. BOTTOM OF DECK
SHALL BE LOCATAED 6" MIN ABOVE SPILLWAY ELEVATION
34 PROPOSED LANDSCAPE FEATURE
35 PROPOSED FENCE WITH GATES
36 EXISTING BUILDING
37 PROPOSED DECOMPOSED GRANITE
38 PROPOSED DECK. FOUNDATION SHALL BE OUTSIDE OF OPEN SPACE EASEMENT
ASPHALT
CONCRETE IN PEDESTRIAN AREA
DETECTABLE WARNING SURFACE28
22
21
20 10 015
SCALE: 1" = 20'
20 40
C1
PRELIMINARY CIVIL
SITE PLAN
1
EXISTING CONDITIONS NOTES
1 EXISTING ASPHALT PATH, PROTECT IN PLACE
2 EXISTING TREE, PROTECT IN PLACE
3 EXISTING PARKING LOT ASPHALT, PROTECT IN PLACE
4 EXISTING CONCRETE CURB, PROTECT IN PLACE
5 EXISTING PARKING LOT STRIPING, PROTECT IN PLACE
6 EXISTING TRASH ENCLOSURE, PROTECT IN PLACE
7 EXISTING SPEED BUMP OR SPEED TABLE, PROTECT IN PLACE
8 ACACIA CREEK FLOWLINE, APPROXIMATE LOCATION
9 LOCATION OF TOP OF CREEK BANK AND RIPARIAN VEGETATION
10 LOCATION OF EXISTING 20' CREEK SETBACK
DECK3338
S
A
C
R
A
M
E
N
T
O
D
R
I
V
E
EXISTING BUILDING
200.50 FF (APPROXIMATE)
200.60 - 200.43 FF RANGE
RIGHT OF WAY
RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE
S
A
C
R
A
M
E
N
T
O
D
R
I
V
E
V I A
E
S
T
E
B
A
N
A C A
C
I
A
C
R
E
E
K
60.0' R
I
G
H
T
O
F
W
A
Y
8.1'
21.8'
20.4'
9.7'
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
NO
PARKING
NO
PA
R
K
I
N
G
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACTCOMPACTCOMPACT
WM
IRR
200.51
FS
(199)
(19
9
)
(
1
9
7
)
(1
9
8
)
(1
9
9
)
(199)
(200)
(
1
9
8
)
(
1
9
9
)
(2
0
1
)
(2
0
2
)
(
2
0
3
)
(2
0
4
)
(
2
0
4
)
(
2
0
5
)
(19
6
)
(19
7
)
(1
9
8
)
(1
9
9
)
(19
5
)
(19
6
)
(19
7
)
(19
8
)
(19
9
)
(20
1
)
(
2
0
2
)
(
2
0
3
)
(
2
0
0
)
(2
0
0
)
(199)
(
2
0
1
)
(
2
0
2
)
(202)
199.4
EG
199.4
EG
(199.6)
EG
(199.2)
EG
(199.3)
EG
(199.4)
EG
(199.4)
EG
(199.3)
EG
(199.4)
EG
(199.4)
EG
(199.3)
EG
(199.3)
EG
(199.3)
EG
(199.5)
EG
(199.5)
EG
(199.4)
EG
(199.4)
EG
(199.4)
EG
(199.5)
EG
(199.6)
EG
(201.3)
EG
(199.4)
EG
(198.7)
EG
(198.4)
EG
(198.6)
EG
(198.7)
EG
(198.8)
EG
(198.6)
EG
(198.5)
EG
(198.5)
EG
(198.6)
EG
(198.7)
EG
(198.9)
EG
(198.8)
EG
(198.7)
EG
(198.5)
EG
(198.3)
EG
(198.6)
EG
(198.9)
EG
(199.3)
EG
(199.8)
EG
(200.7)
EG
(199.3)
EG
200.10 TC
199.60 FS
200.2
EG
200.10 TC
199.60 FS
200.00 TC
199.50 FS
200.00 TC
199.50 FS
200.08 TC
199.58 FS
200.08 TC
199.58 FS
200.56
FS
(200.56)
FF
(200.49)
FF
(200.49)
FF
(200.50)
FF
(200.50)
FF
(200.51)
FF
(200.49)
FF
(200.51)
FF
(200.49)
FF
(200.60)
FF
(200.58)
FF
(200.43)
FF
(200.49)
FF
(200.51)
FF
(200.45)
FF
(200.48)
FF
(200.46)
FF
199.3
EG
199.3
EG
199.60
FS
199.70
FS
200.20
FS
200.10 TC
199.60 FS
197.5
EG
200.00
FS
199.70
FS
5%
M
A
X
5
%
M
A
X
200.10 TC
199.60 FS 200.90 TC
200.40 FS
201.90 TC
201.40 FS
200.35
FS
200.70
FS200.25
FS
200.10 TC
199.60 FS
201.58
FS
(203.2)
EG
(204.3)
EG
8
.
3
%
M
A
X
200.36
FS
200.33
FS
200.36
FS
201.20
FS
205.00
FS
205.00
FS
200.87
FS200.87
FS
200.00
FS
199.70
FS
200.50
FS 5% MAX
5% M
A
X
200.58
FS
200.60
FS
199.00
TG
199.80
FS
200.0
FG
200.00
FS
201.0
FG
202.1
FG
203.1
FG
200.40
FS
200.50
FS
(200.8)
EG
200.55
FS
201.20 TC
200.70 FS
200.20
FS
3 STEPS AT 6.5"
200.65
FS
199.95
FS
200.80 TC
200.30 FS
5%
M
A
X
5%
M
A
X
SL
O
C
L
A
S
S
I
C
A
L
A
C
A
D
E
M
Y
BR
O
A
D
S
T
R
E
E
T
C
A
M
P
U
S
PR
O
J
E
C
T
N
A
M
E
:
PL
A
N
S
P
R
E
P
A
R
E
D
F
O
R
:
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
SL
O
C
L
A
S
S
I
C
A
L
A
C
A
D
E
M
Y
16
5
G
R
A
N
D
A
V
E
SA
N
L
U
I
S
O
B
I
S
P
O
,
C
A
9
3
4
0
5
34
5
0
B
R
O
A
D
S
T
SA
N
L
U
I
S
O
B
I
S
P
O
,
C
A
9
3
4
0
1
AP
N
:
0
5
3
-
2
2
1
-
0
3
5
ENGINEER OF RECORD:
REVISIONS:
CDS JOB #:
SCALE:
24-078
AS SHOWN
DATE:March 28, 2025
PREPARED BY:MRS
REVIEWED BY:MRS
z:
\
S
h
a
r
e
d
\
C
D
S
D
a
t
a
\
a
c
t
i
v
e
j
o
b
s
\
2
4
-
0
7
8
s
l
o
c
l
a
s
s
i
c
a
l
a
c
a
d
e
m
y
\
_
P
r
o
j
e
c
t
\
2
_
P
r
e
l
i
m
_
E
n
t
i
t
l
e
m
e
n
t
s
\
C
2
-
P
r
e
l
i
m
G
r
a
d
i
n
g
P
l
a
n
.
d
w
g
,
Ma
r
c
h
2
8
,
2
0
2
5
A B C D E F G H I J K L M N O
A B C D E F G H I J K L M N O
2
1
3
4
5
6
7
8
9
10
11
12
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
P
L
A
N
N
I
N
G
P
E
R
M
I
T
T
I
N
G
C
IV
I
L
DES
I
G
N
STU
D
I
O
P.
O
.
B
o
x
1
9
9
|
C
a
m
b
r
i
a
|
C
A
9
3
4
2
8
80
5
.
7
0
6
.
0
4
0
1
w
w
w
.
c
i
v
i
l
-
s
t
u
d
i
o
.
c
o
m
P
L
A
N
R
E
V
I
E
W
S
E
T
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
EEN
I
No
.
7
4
7
3
6
TS
C
TAE
FO
I
GE R
AI
O
F
I
L
A
C
L
I
V
N
R
R
E
R
P
S
D
ERET
F
O
NO
I
LA
GNE
ISS
M
O
N
T
E
R
S O T O
SHEET XX OF 3 SHEETS
20 10 015
SCALE: 1" = 20'
20 40
C2
PRELIMINARY
GRADING PLAN
2
NOTE:
ALL PROPOSED CONCRETE WALKWAYS SHALL BE CONSTRUCTED WITH
ACCESSIBLE SLOPES. 1.5% CROSS SLOPE AND 4.5% MAXIMUM RUNNING
SLOPE.
NOTE:
CONCRETE POURED ADJACENT TO BUILDING DOORS SHALL PROVIDE AN
ACCESSIBLE FLUSH TRANSITION FROM EXTERIOR FLATWORK TO THE BUILDING
FINISHED FLOOR ELEVATION.
199.38
RIM
1
8
"
H
D
P
E
S
T
O
R
M
D
R
A
I
N
S
A
C
R
A
M
E
N
T
O
D
R
I
V
E
EXISTING BUILDING
200.50 FF (APPROXIMATE)
200.60 - 200.43 FF RANGE
RIGHT OF WAY
RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE
S
A
C
R
A
M
E
N
T
O
D
R
I
V
E
ENCROACHMENT
EASEMENT
OPEN SPACE EASEMENT
OPEN SPACE EASEMENT
10
.
0
0
'
PG
E
EA
S
E
M
E
N
T
V I A
E
S
T
E
B
A
N
A C A
C
I
A
C
R
E
E
K
196.87
RIM
18" HDPE STORM DRAIN 18" HDPE STORM DRAIN
18" HD
P
E
S
T
O
R
M
D
R
A
I
N
18" HDPE S
T
O
R
M
D
R
A
I
N
12
"
H
D
P
E
S
T
O
R
M
D
R
A
I
N
18
"
H
D
P
E
S
T
O
R
M
D
R
A
I
N
6"
S
D
R
3
5
S
S
L
I
N
E
6" SDR 3
5
P
V
C
S
S
L
I
N
E
1
2
"
C
A
S
T
I
R
O
N
C
E
M
E
N
T
L
I
N
E
D
W
A
T
E
R
M
A
I
N
1
0
"
P
V
C
S
S
M
A
I
N
8
"
S
E
W
E
R
M
A
I
N
6" FIR
E
W
A
T
E
R
S
E
R
V
I
C
E
L
A
T
E
R
A
L
60.0' R
I
G
H
T
O
F
W
A
Y
8.1'
21.8'
20.4'
9.7'
S
D
S
D
SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
WL
WL
WL
SD
SD
G
G
G
G
G
G
G
G
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
WL
WL
WL
WLWL
WL
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD SD
S
D
WLS
D
S
D
S
D
SD
SD
SD
SD
WLWL
WM
IRR
WL WL
41
41
41
41
41
41 41
41
41
42
42
42
42
42
42
43
43
43
51
51
51
52
52
53
51
41
61
62
62
63
6465
81
81
81
82
83
8383
8383
83
83
54
66
66
81
81
SL
O
C
L
A
S
S
I
C
A
L
A
C
A
D
E
M
Y
BR
O
A
D
S
T
R
E
E
T
C
A
M
P
U
S
PR
O
J
E
C
T
N
A
M
E
:
PL
A
N
S
P
R
E
P
A
R
E
D
F
O
R
:
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
SL
O
C
L
A
S
S
I
C
A
L
A
C
A
D
E
M
Y
16
5
G
R
A
N
D
A
V
E
SA
N
L
U
I
S
O
B
I
S
P
O
,
C
A
9
3
4
0
5
34
5
0
B
R
O
A
D
S
T
SA
N
L
U
I
S
O
B
I
S
P
O
,
C
A
9
3
4
0
1
AP
N
:
0
5
3
-
2
2
1
-
0
3
5
ENGINEER OF RECORD:
REVISIONS:
CDS JOB #:
SCALE:
24-078
AS SHOWN
DATE:March 28, 2025
PREPARED BY:MRS
REVIEWED BY:MRS
z:
\
S
h
a
r
e
d
\
C
D
S
D
a
t
a
\
a
c
t
i
v
e
j
o
b
s
\
2
4
-
0
7
8
s
l
o
c
l
a
s
s
i
c
a
l
a
c
a
d
e
m
y
\
_
P
r
o
j
e
c
t
\
2
_
P
r
e
l
i
m
_
E
n
t
i
t
l
e
m
e
n
t
s
\
C
3
-
P
r
e
l
i
m
U
t
i
l
i
t
y
P
l
a
n
.
d
w
g
,
Ma
r
c
h
2
8
,
2
0
2
5
A B C D E F G H I J K L M N O
A B C D E F G H I J K L M N O
2
1
3
4
5
6
7
8
9
10
11
12
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
P
L
A
N
N
I
N
G
P
E
R
M
I
T
T
I
N
G
C
IV
I
L
DES
I
G
N
STU
D
I
O
P.
O
.
B
o
x
1
9
9
|
C
a
m
b
r
i
a
|
C
A
9
3
4
2
8
80
5
.
7
0
6
.
0
4
0
1
w
w
w
.
c
i
v
i
l
-
s
t
u
d
i
o
.
c
o
m
P
L
A
N
R
E
V
I
E
W
S
E
T
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
EEN
I
No
.
7
4
7
3
6
TS
C
TAE
FO
I
GE R
AI
O
F
I
L
A
C
L
I
V
N
R
R
E
R
P
S
D
ERET
F
O
NO
I
LA
GNE
ISS
M
O
N
T
E
R
S O T O
SHEET XX OF 3 SHEETS
20 10 015
SCALE: 1" = 20'
20 40
C3
PRELIMINARY
UTILITY PLAN
3
NOTE:
STORM DRAINAGE PIPING AND CATCH
BASINS SHOWN ON THIS PLAN ARE BASED
ON A COMBINATION OF RECENT
TOPOGRAPHIC SURVEY INFORMATION AS
WELL AS RECORD INFORMATION FROM
ORIGINAL BUILDING CONSTRUCTION
PLANS.
UTILITY CONSTRUCTION NOTES
41 EXISTING STORM DRAIN PIPE, PROTECT IN PLACE
42 EXISTING STORM DRAIN CATCH BASIN, ADJUST TO GRADE IF NECESSARY
43 LOCATION OF EXISTING STORMWATER BASIN, NO MODIFICATION PROPOSED.
DECK ABOVE WILL NOT AFFECT STORAGE CAPACITY
NOTES 44 TO 50 NOT USED
51 EXISTING SANITARY SEWER LINE - PROTECT IN PLACE
52 EXISTING SANITARY SEWER MANHOLE - PROTECT IN PLACE
53 EXISTING SANITARY SEWER CLEANOUT - PROTECT IN PLACE
54 PROPOSED GREASE INTERCEPTOR
NOTE 55 TO 60 NOT USED
61 SIX EXISTING WATER LATERALS AND METERS - ABANDON LATERALS IN PLACE,
REMOVE METERS AND RECONSTRUCT SIDEWALK, CAP AT CORPORATION STOP.
62 EXISTING FIRE HYDRANT - PROTECT IN PLACE
63 PROPOSED COMMERCIAL WATER SERVICE, METER, AND BACKFLOW
PREVENTION PER CITY STANDARDS
64 PROPOSED LANDSCAPE WATER SERVICE, METER, AND BACKFLOW PREVENTION
(IRRIGATION POINT OF CONNECTION) PER CITY STANDARDS
65 EXISTING 6" DOUBLE CHECK DETECTOR WITH FIRE DEPARTMENT CONNECTION
(FDC)
66 PROPOSED PUBLIC HYDRANT ASSEMBLY TO BE INSTALLED
NOTES 67 TO 80 NOT USED
81 PROPOSED MECHANICAL EQUIPMENT
82 EXISTING GAS METERS, PROTECT IN PLACE
83 EXISTING SITE LIGHT, PROTECT IN PLACE
EXISTING SITE STORMWATER CONTROL NARRATIVE:
THE EXISTING DEVELOPMENT PROJECT WAS CONSTRUCTED IN APPROXIMATELY
1998. DRAINAGE FOR THE PROPERTY IS COLLECTED INTO THREE SURFACE
STORAGE BASINS AND DRAINAGE INLETS IN THE PARKING LOT WHICH FLOW TO
A JUNCTION BOX WITH ORIFICE PLATE TO MITIGATE PEAK FLOW DISCHARGE.
PROPOSED STORMWATER CONTROL NARRATIVE:
EXISTING DRAINAGE PATTERNS FOR THE PROPOSED DEVELOPMENT WILL NOT
BE MODIFIED FROM THE EXISTING DEVELOPMENT. THE PROPOSED
DEVELOPMENT WILL RESULT IN A REDUCTION OF IMPERVIOUS AREA FOR THE
PROJECT SITE DUE TO THE REMOVAL OF THE PARKING LOT ON THE NORTH SIDE.
THEREFORE, THE PROPOSED RECONSTRUCTION OF THE SITE WILL RESULT IN A
REDUCTION IN STORMWATER RUNOFF.
PROPOSED WATER DESIGN NARRATIVE:
WATER SERVICE TO THE REMODELED BUILDING IS PROPOSED TO BE
RECONSTRUCTED INTO ONE PROPERLY SIZED WATER METER. THERE ARE
CURRENTLY 6 EXISTING WATER METERS FOR THE PROPERTY, WHICH WILL BE
REMOVED WITH THIS PROJECT. PROPOSED WATER SERVICE FIXTURE UNITS
TOTAL APPROXIMATELY 220 WSFU. THE PROPOSED WATER METER WILL BE
PROPERLY SIZED TO ACCOMMODATE THE NEW DEMAND.
PROPOSED FIRE DESIGN NARRATIVE:
THE PROPERTY CURRENTLY HAS AN EXISTING 6" DOUBLE DETECTOR CHECK
VALVE INSTALLED. NO MODIFICATION TO THIS SYSTEM IS PROPOSED AT THIS
TIME. THE CITY WATER MAIN CAN PROVIDE 2500GPM WITH A RESIDUAL
PRESSURE OF 79PSI PER WATER MODEL PROVIDED BY WALLACE GROUP.
PROPOSED SEWER DESIGN NARRATIVE:
THE PROPERTY CURRENTLY HAS AN EXISTING 6" SEWER LATERAL AND SEWER
PIPE INSTALLED. NO MODIFICATION TO THIS SYSTEM IS PROPOSED AT THIS
TIME. PROPOSED DRAINAGE FIXTURE UNITS TOTAL APPROXIMATELY 220 DFU.
THEREFORE, PER CPC TABLE 702.1, A 6" SEWER LATERAL IS SUFFICIENT.