HomeMy WebLinkAboutSITE PLAN - 16-00575 - 117 S 2nd E - Mattson Apartments (Abri) - Civil Site10.00'
24.00'
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
03.10
4.
4
%
94.80
95.30
96.00
91.40
91.90
89.95
01.30
00.80
00.10
01.00
90.33
91.00
91.20
91.00
2.
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
66.00'
INSTALL SETTLING MANHOLE
RIM:4888.20
INV:4883.60
BTM:4881.60
INSTALL 8' SIDEWALK
RETAIN AND
PROTECT
EXISTING BLDG
BLDG A
BLDG B
9'x16'
9'x16'
24.00'
10.00'
12"SD
( 12''S
D
( 12''S
D
( 12''S
D
122.00'
130.25'
133.33'
118.75'
97.67
2.
0
%
01.50
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'
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
30.00'
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'
START OF
RETAINING WALL
12.00'
02.95 02.95
02.45
02.352%
0.40%
01.95
02.50
02.45
01.87
INSTALL CB#2
GRATE: 4900.74
INV: 4897.74
)
02.31
0.40%02.15
02.31
02.16
9
'
x
2
0
'
9'x20'
)
4.
3
%
3.0%
4.
0
%
4.
0
%
90.20
90.20 89.70
87.50
86.60
86.40
TBC
OIL=86.80
3.
5
%
5.
8
%
5.
8
%
2.0%
2.
0
%
6.
6
%
6.
6
%
1.8%
2.
0
%
01.2401.50
INSTALL FRESNO 12"
SER. 4000 LINE VALVE
MODEL 40B
)
02.00
)
)
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'
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
2
,
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:4788.80BLDG DETAIL:
30
'
M
A
X
.
RETAINING WALL IN SOME AREAS FF=4891.60
STORM POND 1.5' DEEPCURB CUT/LOW POINT
12" SD OUTLET 4897.63
STORM WATER CALCULATIONS:
4898.75 4897.50
8" SANITARY SEWER PROFILE
1"=40'
EXISTING GROUND