HomeMy WebLinkAboutSITE PLAN 2 - 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
END OF
RETAINING WALL
X-CB
INV=80.22
X-CB
INV=81.14
24.00'
66.00'
INSTALL 8' SIDEWALK
RETAIN AND
PROTECT
EXISTING BLDG
BLDG A
BLDG B
9'x16'
9'x16'
EϬ
Σ
ϭ
ϰ
Ζ
ϯ
Ϯ
Η
t
ϭ
ϯ
Ϯ
͘
Ϭ
Ϭ
Ζ
10.00'
EϴϵΣϰϱΖϮϴΗϯϭϬ͘ϳϱΖ
^ϴϵΣϰϱΖϮϴΗtϱ͘ϳϱΖ
^ϬΣϭϰΖϯϮΗϮϰϳ͘ϱϬΖ
EϬ
Σ
ϭ
ϰ
Ζ
ϯ
Ϯ
Η
t
ϰ
ϰ
ϱ
͘
ϱ
Ϭ
Ζ
( 12''S
D
( 12''S
D
( 12''S
D
122.00'
130.25'
133.33'
118.75'
15.00'
15.00'
15.00'12.00'
WILL BE A PART OF A
SEPARATE PERMIT
)
)
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
FF = 4891.60
2.
1
%
2.1%
2.9%2.9%
INV:4886.80
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'
START OF
RETAINING WALL
9
'
x
2
0
'
9'x20'
)
INSTALL FRESNO 12"
SER. 4000 LINE VALVE
MODEL 40B W/2"
OPERATING NUT
)
)
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'
5.05'
10.00'
10.00'
^ϴϵΣϰϱΖϮϱΗtϭϲϳ͘ϱϬΖ
^ϴϵΣϰϱΖϮϱΗtϭϯϳ͘ϱϬΖ
^Ϭ
Σ
ϭ
ϰ
Ζ
ϯ
Ϯ
Η
ϲ
ϲ
͘
Ϭ
Ϭ
Ζ
66.00'
167.50'
16.00'
9.00'
)
)
DE
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:
KA
R
L
M
A
T
T
S
O
N
E 1ST SOUTH
2n
d
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A
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T
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R
V
A
R
D
A
V
E
CONSTRUCTION ITEMS:
PROPERTY LINE
DUMPSTER PAD
HANDICAP RAMP (PER CITY OF REXBURG STANDARDS)
GRASS/SNOW STORAGE AREA
PROPOSED GAS METER LOCATION
FIRE RISER ROOM
CONCRETE DRIVEWAY APROACH (PER CITY OF
REXBURG STANDARDS)
INSTALL WATER VALVE PER CITY OF REXBURG
INSTALL CMP RETENTION SYSTEM
INSTALL ASPHALT
INSTALL 1.5" CURB & GUTTER
INSTALL STANDARD CATCH BASIIN
INSTALL SETTLING MANHOLE
INSTALL TRANSFORMER
INSTALL POWER METER
INSTALL 30" RING CATCH BASIN
1
2
3
4
5
6
CONSTRUCTION LIMITS
7
8
9
10
11
12
5
5
11
12
9
9
9
9
8
1
2
10
10
6 6
3
3
3 3
3
3
2 2 22
INSTALL ITD TYPE 7 CB
COURTYARD
12" SD
CONNECT POWER TO POLE ON
NORTH SIDE OF E. 1st SOUTH
13
13
PROPOSED POWER
EASEMENT
PROPOSED POWER
EASEMENT
13
PROPOSED POWER
EASEMENT
PROPOSED POWER
EASEMENT
14
14
14
3
10
15
15
15
15
12" SD
PROPOSED FIRE
HYDRANT
7
7
FIRE LANE APPROVED
BY MADISON COUNTY
FIRE DEPARTMENT
SEWER FL = 4889.60
10
9
10
K E R N P
R
O
P
E
R
T
Y
H E R D T I
P
R
O
P
E
R
T
Y
10
2
SAW CUT ASPHALT 4' AND
REPAIR PER CITY OF
REXBURG STANDARDS
10
10
COURTYARD
21.40'
28.60'
15.97'
4.91'
9.00'
11.61'
14.48'
12.11'
14.97'
4.82'
5.13'
16.64'
PROPERTY LINE
10.00'
8.00'
BLDG B
1' RETAINING WALL
(SEE SHEET D-1)15
1515
CONCRETE BENCH
10.54'
1.48'
29.18'
8.38'
WALL LIGHTS
CONCRETE FURNITURE
SUNKEN CONCRETE LOUNGE
1"=10'
INSTALL COBRA HEAD
STREET LIGHT
SNOW STORAGE
SN
O
W
S
T
O
R
A
G
E
SNOW STORAGE
SN
O
W
S
T
O
R
A
G
E
3
NOTES:
CURRENT ZONE = MIXED USE 2
MIN. FRONT BUILDING SET BACK = 10.00' FROM ROW
PROPOSED USE = APARTMENTS
LOT AREA = 2.67 ACRES (EXCLUDES HERDTI PROPERTY)
216 PARKING STALLS REQUIRED (0.75 OF 288 BEDS)
217 PARKING STALLS PROVIDED
80% COMPACT 9'x16' STALLS = 172 (174 PROVIDED)
20% STANDARD 9'x20' STALLS = 43 (43 PROVIDED)
4 HANDICAP STALLS PROVIDED
8% OF 288 BEDS FOR VISITOR PARKING = 23 VISITOR PARKING STALLS
GREEN SPACE REQUIRED = 10%
GREEN SPACE PROVIDED = 28% (0.76 ACRES)
SNOW STORAGE PROVIDED = 10%
NON-PERMEABLE SURFACE = 1.41 ACRES
BUILDING HEIGHT:
,/',^dWK/EdK&Z/'ͲϰϲΖͲϬ͟Ks'Z
dKWK&ydZ/KZt>>W>dͲϯϬΖͲϬ͟Ks'Z;Dy/DhDͿ
TOTAL SQUARE FEET OF BUILDING A:
;^Khd,h/>/E'Ϳ͗
>s>ϭͲϲϲϱ^&
>s>ϮͲϭϭ͕ϭϰϮ^&
>s>ϯͲϭϭ͕Ϯϯϯ^&
>s>ϰͲϭϭ͕ϮϮϵ^&
>s>ϱͲϭϬ͕ϯϴϬ^&
dKd>Zϰϰ͕ϲϰϵ^YhZ&d
EhDZK&hE/d^сϮϱ
EhDZK&^сϭϱϬ
TOTAL SQUARE FEET OF BUILDING B:
;EKZd,h/>/E'Ϳ͗
>s>ϭͲϭϬ͕ϯϭϵ^&
>s>ϮͲϭϬ͕ϲϳϮ^&
>s>ϯͲϭϬ͕ϰϴϴ^&
>s>ϰͲϵ͕ϲϯϱ^&
dKd>Zϰϭ͕ϭϭϰ^YhZ&d
EhDZK&hE/d^сϮϯ
EhDZK&^сϭϯϴ
TOTAL NUMBER OF UNITS = 48
TOTAL NUMBER OF BEDS = 288
1. LANDSCAPE PLAN WILL BE PROVIDED BY MERRILL QUALITY LANDSCAPING.
MIN. 15 FOOT TREES
10
INSTALL 5'
MEANDERING
SIDEWALK
INSTALL CURB CUT
BOUNDARY DESCRIPTION:
COMMENCING AT A POINT THAT IS THE NORTHWEST CORNER OF
BLOCK 8 OF REXBURG ORIGINAL TOWN SITE, CITY OF REXBURG,
/,K͖EZhEE/E'd,EEϴϵΣϰϱΖϮϴΗϯϭϬ͘ϳϱ&d͖d,E
^ϬϬΣϭϰΖϯϮ͟ϭϯϮ͘ϬϬ&d͖d,E^ϴϵΣϰϱΖϮϴ͟tϱ͘ϳϱ&d͖d,E
^ϬϬΣϭϰΖϯϮ͟Ϯϰϳ͘ϱϬ&d͖d,E^ϴϵΣΖϰϱΖϮϱ͟tϭϯϳ͘ϱϬ&d͖
d,E^ϬϬΣϭϰΖϯϮ͟ϲϲ͘ϬϬ&d͖d,E^ϴϵΣΖϰϱΖϮϱ͟tϭϲϳ͘ϱϬϬ
&d͖d,EEϬϬΣϭϰΖϯϮ͟tϰϰϱ͘ϱϬ&ddKd,WK/EdK&
BEGINNING, CONTAINING 2.928 ACRES
PURCHASED
B
Y
2
M
H
O
L
D
I
N
G
S
L
L
C
0.25 ACRES
THOMASON
P
R
O
P
E
R
T
Y
K E R N P
R
O
P
E
R
T
Y
NW CORNER OF
BLOCK 8 OF REXBURG
ORIGINAL TOWNSITE
FIREWALL TO BE
INSTALLED
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
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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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