HomeMy WebLinkAboutC-324.00'
66.00'
8'
S
I
D
E
W
A
L
K
10.00'
10.00'
28.60'
9'x20'
5.30'
21.40'
41.00'
9'x20'
15.00'
24.00'
24.00'
16
9'x16'
44
18
14
12 13
24.00'
24.00'
S
S
S
S
S
S
S
S
S
S
SD
W
W
W
W
W
W
W
W
W
4.
4
%
94.80
95.30
96.00
91.40
91.90
89.95
00.96
00.46
00.10
00.72
90.33
91.00
91.20
91.00
4.
6
%
4%
4%
6.
6
%
3.5%
1.
4
%
3.2
%
00.15
GB
86.70
86.36
5%
END OF
RETAINING WALL
X-TBC
INSTALL CMP
RETENTION SYSTEM
X-CB
INV=80.22
X-CB
INV=81.14
01.10
INSTALL CB#1
GRATE: 4889.45
INV: 4886.45
INSTALL ITD TYPE 7 CATCH BASIN
GRATE: 4886.80
W INV OUT: 4884.30
E INV OUT:4883.80
24.00'
66.00'
INSTALL SETTLING MANHOLE
RIM:4887.64
INV:4883.60
BTM:4881.60
INSTALL 8' SIDEWALK
RETAIN AND
PROTECT
EXISTING BLDG
BLDG A
BLDG B
9'x16'
9'x16'
10.00'
12"SD
( 12''S
D
( 12''S
D
( 12''S
D
122.00'
130.25'
133.33'
118.75'
97.67
01.40
WILL BE A PART OF A
SEPARATE PERMIT
00.51
03.44
91.00
91.00
2
%
2
%
2%
)
)
R54.00'R30.00'
R30.00'
30.00'
6''SS )6''SS )
6''SS )6''SS )6''SS )
3.5' RETAINING WALL
INSTALL SSMH #2
RIM:4887.22
INV E.&W.:4880.95
INV S.:4881.95
INSTALL SSMH #1
RIM:4898.32
INV:4887.00
HOT TAP EXISTING
WATER LINE
EXISTING
FIRE HYDRANT
91.40
91.00
91.08
5.
8
%
91.12
4.8%
98.74
FF = 4891.60
2.
1
%
2.1%
2.9%2.9%
INSTALL CURB
AND GUTTER
90.80
87.30
90.80
88.10
INV:4886.80
INSTALL ITD TYPE 7 CATCH BASIN
GRATE: 4886.80
INV: 4883.80
18.00'
41.00'16
20
TA
N
D
E
M
14
18.00'
30.00'
20
TANDEM
9'x16'
16.50'R15.00'24.00'
18.53'
9'x16'
9.00'
30
16.00'
R30.00'
ONE-WAY
9'x20'
0.40%
START OF
RETAINING WALL
02.05
6.
6
%
02.95 02.95
02.45
02.352%
01.60
02.45
02.80
1.36%
04.00
9
'
x
2
0
'
9'x20'
)
4.
0
%
3.0%
4.
0
%
4.
0
%
90.20
90.20 89.70
87.50
86.6086.40
TBC
OIL=86.80
3.
5
%
5.
8
%
5.
8
%
2.0%
2.
0
%
2
.
8
01.2401.55
INSTALL FRESNO 12"
SER. 4000 LINE VALVE
MODEL 40B W/2"
OPERATING NUT
)
)
12"SD
0+
0
0
.
0
0
1+
0
0
.
0
0
2+
0
0
.
0
0
2+50.00
0+
5
0
.
0
0
1+
5
0
.
0
0
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
8'
'
S
S
)
ϲϬΣΖ ϲϬΣΖ
16.25'
16.16'
16.00'
20'
02.60
01.22
02.55
5.05'
10.00'
03.5202.94 03.34
10.00'
66.00'
167.50'
16.00'
9.00'
00.62
2%
99.80
4878
4880
4882
4884
4886
4888
4890
4892
4894
4896
4898
4900
4902
4878
4880
4882
4884
4886
4888
4890
4892
4894
4896
4898
4900
4902
236.32'
o
f
8
"
P
V
C
@
2
.
1
4
%
INSTALL SSMH #1
RIM=4898.32
N INV OUT=4887.00
INSTALL SSMH #2
RIM=4887.22
S INV IN=4881.95
4870 4870
0+00 1+00 2+00 2+50
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
SU
R
V
E
Y
E
D
B
Y
:
CA
D
N
A
M
E
:
RE
V
I
S
I
O
N
:
DA
T
E
:
SC
A
L
E
:
KU
R
T
R
O
L
A
N
D
16
1
1
6
AD
A
M
S
N
A
R
R
2N
D
E
A
S
T
.
D
W
G
1"
=
3
0
'
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
1 2 3 4 5 6
SH
E
E
T
N
O
.
4 C-
3
SH
E
E
T
N
A
M
E
AT
T
E
N
T
I
O
N
Th
i
s
d
o
c
u
m
e
n
t
o
r
a
n
y
p
a
r
t
th
e
r
e
o
f
i
n
d
e
t
a
i
l
o
r
d
e
s
i
g
n
co
n
c
e
p
t
i
s
t
h
e
p
r
o
p
e
r
t
y
o
f
Ea
g
l
e
R
o
c
k
E
n
g
i
n
e
e
r
i
n
g
a
n
d
sh
a
l
l
n
o
t
b
e
c
o
p
i
e
d
i
n
a
n
y
fo
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
R
o
c
k
En
g
i
n
e
e
r
i
n
g
.
AN
G
I
E
V
A
L
D
E
Z
&"(
-
&
3
0
$
,
/
(
*
/
&
&
3
*
/
(
$*
7
*
-
1
-
"
/
/
*
/
(
4
6
3
7
&
:
*
/
(
*%
"
)
0
'
"
-
-
4
±
3
&
9
#
6
3
(
±
JA
N
U
A
R
Y
1
0
,
2
0
1
6
MA
T
T
S
O
N
A
P
A
R
T
M
E
N
T
S
OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
PR
E
P
A
R
E
D
F
O
R
:
KA
R
L
M
A
T
T
S
O
N
E 1ST SOUTH
2n
d
E
A
S
T
HA
R
V
A
R
D
A
V
E
COURTYARD
INSTALL 30" CB
W/RING & GRATE
GRATE:4790.70
INV:4788.48
INSTALL 30" CB
W/RING & GRATE
GRATE:4790.70
INV:4788.65
INSTALL 30" CB
W/RING & GRATE
GRATE:4790.70
INV:4788.72
INSTALL 30" CB
W/RING & GRATE
GRATE:4790.70
INV:4788.80
BLDG DETAIL:
30
'
M
A
X
.
RETAINING WALL IN SOME AREAS
FF=4891.60
STORM WATER CALCULATIONS:
8" SANITARY SEWER PROFILE
1"=40'
EXISTING GROUND
FIREWALL TO BE
INSTALLED
INSTALL CURB CUT
MIN. 15 FOOT TREES
INSTALL CMP
UNDERGROUND STORM
RETENTION
TOP OF PIPE=86.23
VOLUME=8,814 ft ñ
INV=81.73