HomeMy WebLinkAboutGRADING PLAN - 16-00575 - 117 S 2nd E - Mattson Apartments (Abri) - Civil Site24.00'
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
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2n
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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