HomeMy WebLinkAboutC-224.00'
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'
EϴϵΣϰϱΖϮϴΗ ϯϭϬ͘ϳϱΖ
^ϴϵΣϰϱΖϮϴΗtϱ͘ϳϱΖ
^ϬΣϭϰΖϯϮΗ Ϯϰϳ͘ϱϬΖ
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
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
MA
T
T
S
O
N
S
I
T
E
P
L
A
N
.
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
.
3 C-
2
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
U
T
I
L
I
T
Y
S
I
T
E
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
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& yd Z/KZt>>W>d ͲϯϬΖͲϬ͟Ks 'Z ;Dy/DhDͿ
TOTAL SQUARE FEET OF BUILDING A:
;^Khd,h/>/E'Ϳ͗
> s >ϭͲϲϲϱ^&
> s >ϮͲϭϭ͕ϭϰϮ^&
> s >ϯͲϭϭ͕Ϯϯϯ^&
> s >ϰͲϭϭ͕ϮϮϵ^&
> s >ϱͲϭϬ͕ϯϴϬ^&
dKd>Z ϰϰ͕ϲϰϵ^YhZ & d
EhD ZK&hE/d^сϮϱ
EhD ZK& ^сϭϱϬ
TOTAL SQUARE FEET OF BUILDING B:
;EKZd,h/>/E'Ϳ͗
> s >ϭͲϭϬ͕ϯϭϵ^&
> s >ϮͲϭϬ͕ϲϳϮ^&
> s >ϯͲϭϬ͕ϰϴϴ^&
> s >ϰͲϵ͕ϲϯϱ^&
dKd>Z ϰϭ͕ϭϭϰ^YhZ & d
EhD ZK&hE/d^сϮϯ
EhD ZK& ^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, E EϴϵΣϰϱΖϮϴΗ ϯϭϬ͘ϳϱ& d͖d, E
^ϬϬΣϭϰΖϯϮ͟ ϭϯϮ͘ϬϬ& d͖d, E ^ϴϵΣϰϱΖϮϴ͟tϱ͘ϳϱ& d͖d, E
^ϬϬΣϭϰΖϯϮ͟ Ϯϰϳ͘ϱϬ& d͖d, E ^ϴϵΣΖϰϱΖϮϱ͟tϭϯϳ͘ϱϬ& d͖
d, E ^ϬϬΣϭϰΖϯϮ͟ ϲϲ͘ϬϬ& d͖d, E ^ϴϵΣΖϰϱΖϮϱ͟tϭϲϳ͘ϱϬϬ
& d͖d, E EϬϬΣϭϰΖϯϮ͟tϰϰϱ͘ϱϬ& 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