HomeMy WebLinkAboutP23-1023 ADDRESSING Palisades Layout CANCELLED1
2
'
'
S
D
)
1
2
'
'
S
D
)
1
2
'
'
S
D
)
1
2
'
'
S
D
)
FO
FO
FO
FO
FOFOFOFOFOFOFOFO
FO
FOF
O
F
O
F
O
F
O
F
O
F
O
F
O
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS
W W W W W W W W W W W W
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
SS
SS
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SS
SS
SS
SSW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SS
SS
SS
W W W W W W W W W W W W W W W W W W
4 LE
V
E
L
B
L
D
G
BAS
E
M
E
N
T
&
3 FL
O
O
R
S
FF:
4
8
5
9
.
6
0
RISE
R
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
(12''SD
12
'
'
S
D
)
6''SS
6''SS4''FS 4''FS 4''FS 4''FS2''WS 2''WS 2''WS 2''WS
1
2
'
'
S
D
)
G
GGGGGGGGGGGGGGG
G
G UG
P
TBC/TFW: 58.60
1
1
2
3
9
9
9
9
4
CONNECT TO EXISTING WATER
SERVICE STUB. STUB SIZE UNKNOWN
AT TIME OF DESIGN. MINIMUM SIZE
REQUIRED IS 6" (FIELD VERIFY)
TBC: 58.30
TBC: 58.20
TBC: 58.13
1
2
34
5
TBC: 58.00
TBC: 57.40
TBC: 57.35TBC: 57.30
TBC/LP: 56.95
137-LF OF 12" S.D. @ 0.22%
TBC: 57.45
TBC: 57.80
TBC: 57.85TBC: 57.90
TBC: 58.40
TBC: 58.90
TBC: 58.50
TBC: 58.70
TBC: 58.30
TBC: 58.20TBC: 58.20
TBC: 58.30
TBC: 58.40
11
8 8
8
2
3
3
TFW: 59.30
TFW: 59.30
TFW: 58.80TFW: 58.80
TBW: 59.42
3'
TBC: 58.30
TBC: 58.25
TBC: 58.15
TBC: 58.20
TBC: 58.50
TBC: 58.80
TBC: 58.40
TBC: 58.30
TBC: 58.22
TBC: 57.70
TBC: 57.60
TBC: 57.25
TBC/LP: 56.60
TBC: 57.00
TBC: 57.10
TBC: 57.42
5
TBC/TFW: 58.30
TBC: 57.95
TBC: 57.90
TBC: 57.50
TBC: 57.67
11 11
11
6
7
OIL: 58.45
OIL: 58.45
6.5'
SAW-CUT EXISTING CURB & GUTTER FOR COMMERCIAL APPROACH PER CITY
OF REXBURG STANDARDS & THE ISPWC STANDARD DRAWING SD-710
SDMH #1
CB #1A
CB#1
OIL: 58.45
OIL: 58.45
TBC: 57.80
TBC: 58.15
TBC: 58.25
TBC/TFW: 58.60
TBC: 57.63
TBC: 57.20
TBC: 57.15
TBC: 56.85
TBC: 57.50
TBC: 56.80
TBC/LP: 56.40
TBC/LP: 56.75
TBC/LP: 57.15
TBC: 57.35
TBC: 57.70
TBC: 57.80
TBC: 57.85TBC: 58.40
TBC: 58.45
TBC: 58.55
TBC/TFW: 58.90 11
2
3
TFW: 59.29
TFW: 59.24
TFW: 58.80TFW: 58.80
TBW: 59.42TBW: 59.42
TBW: 59.42
1
2 2 CONNECT TO EXISTING SANITARY
SEWER STUB. STUB SIZE UNKNOWN
AT TIME OF DESIGN. MINIMUM SIZE
REQUIRED IS 6" (FIELD VERIFY)
CB #2
27'
27'
26'
77.67'
84.67'
13
5
.
4
2
'
3'
6.5'
20
.
7
3
'
24
.
2
4
'
EXISTING 10' P.U.E. (TYP.)
26'
2
5
'
2
5
'
27'
FIBER CONDUIT TO BE INSTALLED PER
CITY OF REXBURG STANDARDS
8
8
8
8
2
4
2
3
TBC: 57.45
2
3
2
2
3
3
2
3
33
9
9
3 3
3
2
2
2
3
2
2
1
1
1
1
TBW: 59.42
TBW: 59.42
TBW: 58.92TBW: 58.92
9
9
5
SAW-CUT EXISTING CURB & GUTTER FOR COMMERCIAL APPROACH PER CITY
OF REXBURG STANDARDS & THE ISPWC STANDARD DRAWING SD-710
SAW-CUT EXISTING CURB & GUTTER FOR COMMERCIAL APPROACH PER CITY
OF REXBURG STANDARDS & THE ISPWC STANDARD DRAWING SD-710
TBW: 58.92TBW: 58.92
LOCATION OF GAS LINE AND CONNECTION
IS APPROXIMATE. FINAL LOCATION TO BE
DETERMINED BY INTERMOUNTAIN GAS
LOCATION OF GAS LINE & CONNECTION
IS APPROXIMATE. FINAL LOCATION TO BE
DETERMINED BY INTERMOUNTAIN GAS
LOCATION OF POWER CONNECTION
IS APPROXIMATE. FINAL LOCATION
TO BE DETERMINED BY ROCKY
MOUNTAIN POWER
42-LF OF 12" S.D. @ 0.22%
41-LF OF 12" S.D.
@ 0.22%
50-LF OF 12" S.D.
@ 0.22%
Fi
l
e
L
o
c
a
t
i
o
n
:
z:
\
p
r
o
j
e
c
t
s
\
2
0
2
3
\
2
3
0
1
3
p
a
l
i
s
a
d
e
a
p
a
r
t
m
e
n
t
s
\
3
.
0
d
e
s
i
g
n
\
3
.
1
c
a
d
\
3
.
1
3
f
i
n
a
l
\
2
3
0
1
3
o
v
e
r
a
l
l
s
i
t
e
p
l
a
n
.
d
w
g
Pl
o
t
t
e
d
B
y
:
ru
s
s
e
l
l
Da
t
e
P
l
o
t
t
e
d
:
Fr
i
d
a
y
,
M
a
r
c
h
3
2
0
2
3
a
t
0
2
:
3
2
P
M
4 C-
2
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
SU
R
V
E
Y
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
AP
P
R
O
V
E
D
B
Y
:
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
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
t
h
e
r
e
o
f
i
n
d
e
t
a
i
l
o
r
d
e
s
i
g
n
c
o
n
c
e
p
t
is
t
h
e
p
r
o
p
e
r
t
y
o
f
E
a
g
l
e
R
o
c
k
E
n
g
i
n
e
e
r
i
n
g
a
n
d
s
h
a
l
l
n
o
t
b
e
co
p
i
e
d
i
n
a
n
y
f
o
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
Ro
c
k
E
n
g
i
n
e
e
r
i
n
g
.
E
SH
E
E
T
N
O
.
SH
E
E
T
N
A
M
E
CI
V
I
L
P
L
A
N
N
I
N
G
S
U
R
V
E
Y
I
N
G
ID
A
H
O
F
A
L
L
S
(
2
0
8
)
5
4
2
-
2
6
6
5
RE
X
B
U
R
G
(
2
0
8
)
3
5
9
-
2
6
6
5
PR
E
P
A
R
E
D
F
O
R
:
VE
N
T
U
R
E
B
U
I
L
D
E
R
S
PA
L
I
S
A
D
E
S
A
P
A
R
T
M
E
N
T
A.
S
N
A
R
R
R.
J
O
R
D
A
N
P.
S
N
A
R
R
23
0
1
3
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
A
P
P
R
O
V
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
16
4
1
0
ASPHALT PAVING PER DETAIL 4 ON SHEET D-1.
WATER MAIN VALVE AND VALVE BOX MEETING WATER MAIN SIZE PER LATEST
REVISION OF CITY OF REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY PER CITY OF REXBURG STANDARDS. SEE DETAIL 9 ON
SHEET D-1.
1.5' LIP UP CURB PER DETAIL 1 ON SHEET D-1.
INSTALL STORM DRAIN MANHOLE PER CITY OF REXBURG STANDARDS.
PAVING AND DRAINAGE CONSTRUCTION ITEMS SEWER CONSTRUCTION ITEMS
1
2
4
6
INSTALL ADA RAMP AND TRUNCATED DOMES PER CITY OF REXBURG
STADARDS.
1
2
WATER CONSTRUCTION ITEMS
5 CATCH BASIN PER DETAIL 8 ON SHEET D-1.
1
2
3
4
7
8
3
9 6' THICKENED EDGE SIDEWALK. SEE DETAIL 3 ON SHEET D-1.
10
1.5' LIP DOWN CURB PER DETAIL 2 ON SHEET D-1.
5' SIDEWALK PER CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARDS.
PERFORATED PIPE BED. SEE STORM TABLES ON SHEET C-3 FOR
SYSTEM SPECIFICATIONS. SEE DETAIL 11 ON SHEET D-1.
6" SANITARY SEWER SERVICE PER LATEST REVISION OF CITY OF REXBURG
STANDARDS.
2" WATER SERVICE PER CITY OF REXBURG STANDARDS.
4" FIRE SERVICE LINE PER CITY OF REXBURG STANDARDS.
11 TRANSITION CURB LIP UP TO LIP DOWN.
W
E
S
N
020'20'10'
SCALE: 1" = 20'
SANITARY SEWER SERVICE CLEANOUT PER LATEST REVISION OF CITY OF
REXBURG STANDARDS.
PROJECT INFORMATION:
STANDARD
ADA
ACCESSIBILE
1 TYPICAL PARKING STALL
SCALE: NTS
9'9'
19
'
9'
19
'
APARTMENT COUNT
1 BEDROOM UNITS: 60
2 BEDROOM UNITS: 0
UNIT TOTALS: 60
PROPOSED USE: RESIDENTIAL APARTMENTS
ZONE: HDR2
PARKING STALLS REQUIRED: 90
PARKING STALLS PROVIDED: 94
HANDICAP PARKING STALLS: 4
COMPACT STALLS: 0
PROJECT AREA: 1.442 ACRES
LANDSCAPE AREA: 0.428 ACRES (29.7%)
ASPHALT, SIDEWALK & TRASH ENCLOSURE AREA: 0.733 ACRES (50.8%)
HANDCART LANE
PIONEER ROAD
M
A
R
I
A
H
A
V
E
N
U
E
PRESERVE & PROTECT OFF SITE LANDSCAPE. IF DAMAGE
OCCURS CONTRACTOR IS RESPONSIBLE FOR REPAIR.
CONNECT NEW SIDEWALK TO EXISTING
CONNECT NEW SIDEWALK TO EXISTING
SAW-CUT FOR CONNECTION TO EXISTING SDMH.
REPAIR PER CITY OF REXBURG STANDARDS
SAW-CUT FOR CONNECTION TO EXISTING SDMH.
REPAIR PER CITY OF REXBURG STANDARDS
GA
S
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS G
A
S
SW
2
SW1
SW1
(2
0
'
-
0
"
)
K
K
JJJ
J J SW1
SW1
J J
J
TYP.
TYP.
SW
2
(2
0
'
-
0
"
)
J
J
SW
1
K
K
(1
6
'
-
0
"
)
SW
2
L
L
(1
6
'
-
0
"
)
SW
2
L
L
(1
6
'
-
0
"
)
SW
1
K
K
(1
6
'
-
0
"
)
TYP.
TYP.
TYP.
BL
GT
ZC
ZD
ZG
SHEAR WALL SCHEDULE
MARK SHEATHING
EDGE
NAILING
ABUTTING
PANEL EDGE
FRAMING
ANCHORAGE
SOLE PLATE SILL PLATE
SW1 7/16"
8d @ 6"2X 10d @ 6"5/8" A.B. @ 32"
SW2 7/16"8d @ 4"2X 10d @ 4"5/8" A.B. @ 32"
1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANELS (SEE GSN).
2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C.
3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. - FIELD NAIL SPACING SHALL
BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C.
4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WITH 1-1/2" 16 GAGE STAPLES SPACED AT 3"
O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAGE STAPLES AT 12" O.C.
5. ANCHORAGE NAILS SHALL BE COMMON NAILS.
6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL
EXTEND TO WITHIN 1/2" FROM THE SHEATHING.
7. ANCHOR BOLTS MAY BE SUBSTITUTED WITH TITEN HD AT SAME DIAMETER AND SPACING.
PROVIDE MIN. 4-1/4" EMBEDMENT FOR 1/2-DIA. BOLTS AND MIN. 4-3/4" EMBEDMENT FOR 5/8-DIA.
BOLTS.
HOLD-DOWN SCHEDULE
MARK HOLD-DOWN
MINIMUM
FASTENERS ANCHOR POST
A LSTHD8
(SEE NOTE 3)
10d X 2-1/2"
(.148 X 2-1/2")STRAP 8" EMBED.(2) 2X POST
D
CS16
(11" END
LENGTHS)
10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP) (2) 2X POST
E MST37 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP) (2) 2X POST
F MST48 10d X 2-1/2"
(.148 X 2-1/2")(FLOOR STRAP) (2) 2X POST
J HDU2-SDS2.5 SDS1/4" X 2-1/2"
(SDS25212)
5/8" A.B. 5" EMBED.
(DRILL & EPOXY)(2) 2X POST
K HDU4-SDS2.5
SDS1/4" X 2-1/2"
(SDS25212)
5/8" A.B. 7" EMBED.
(SIMPSON SET-3G
EPOXY)
(2) 2X POST
L HDU5-SDS2.5
SDS1/4" X 2-1/2"
(SDS25212)
5/8" A.B. 7-1/2"
EMBED. (SIMPSON
SET-3G EPOXY)
(2) 2X POST
1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT.
2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN POST.
3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCATIONS.
HA
R
R
I
S
A
R
C
H
I
T
E
C
T
U
R
E
P
A
L
I
S
A
D
E
S
A
P
A
R
T
M
E
N
T
S
(R
E
X
B
U
R
G
)
23 MAR 2023
3110323
ORIGINAL PROJECT #
DATE:
ISSUES / REVISIONS
--
-
--
-
--
--
-
-
-
-
-
--
-
ENG
I
N
E
E
R
S
T
A
M
P
801.224.0050
801.229.9020
info@acuteengineering.com
Phone
Fax
THESE STRUCTURAL DRAWINGS ARE
BASED ON ARCHITECTURAL DRAWINGS.
SEE CURRENT ISSUE OR REVISION DATE.
DIMENSIONS AND ELEVATIONS ARE
SUPPLIED BY THE ARCHITECT. THEY MAY
BE PROVIDED ON THE STRUCTURAL
PLANS AND DETAILS FOR THE
CONVENIENCE OF THE CONTRACTOR.
VERIFY DIMENSIONS AND ELEVATIONS
WITH ARCHITECTURAL DRAWINGS.
LE
V
E
L
0
S
H
E
A
R
W
A
L
L
P
L
A
N
S0-1
LEVEL 0 SHEAR WALL PLAN
1/8" = 1'-0"
P R O F E S S I O N A L E N G IN E
E
RLICENSED
S TA T E O F I D A H O
C
H
R
I
S
T
OPHER H I R O S H I YEATES20772
04/28/2023
4 Levels total - Basement and 3 floors
1001
1101
1201
1301
BATH LIVING BEDROOM
BATH LIVING BEDROOM
BATH LIVING BEDROOM
BATH LIVING BEDROOM
ATTICATTIC
UNUSABLE SPACE
PL
O
T
D
A
T
E
:
5/
4
/
2
0
2
3
Q:
\
A
C
A
D
F
i
l
e
\
P
A
L
I
S
A
D
E
S
A
P
P
T
-
R
E
X
B
U
R
G
\
W
O
R
K
I
N
G
\
P
A
L
_
A
P
T
-
A
3
-
1
-
C
S
.
d
w
g
TH
E
S
E
D
R
A
W
I
N
G
S
O
R
A
N
Y
P
A
R
T
S
T
H
E
R
E
O
F
,
A
S
I
N
S
T
R
U
M
E
N
T
S
O
F
S
E
R
V
I
C
E
,
R
E
M
A
I
N
T
H
E
P
R
O
P
E
R
T
Y
O
F
T
H
E
A
R
C
H
I
T
E
C
T
S
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
O
N
O
T
H
E
R
W
O
R
K
W
I
T
H
O
U
T
T
H
E
I
R
W
R
I
T
T
E
N
C
O
N
S
E
N
T
DRAWN BY
920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM
REVISIONS REXBURG, ID
PALISADES APPARTMENTS
A NEW BUILDING FOR
JLH
5 / 4 / 2023
CROSS SECTION
A3.0
SCALE: 3/4" = 1'-0"
CROSS SECTION 1
05/04/23
BATH LIVING BEDROOM
BATH LIVING BEDROOM
BATH LIVING BEDROOM
BATH LIVING BEDROOM
ATTIC
FURN.
FURN.
FURN.
FURN.
BATHLIVINGBEDROOM
BATHLIVINGBEDROOM
BATHLIVINGBEDROOM
BATHLIVINGBEDROOM
ATTIC
FURN.
FURN.
FURN.
FURN.
PL
O
T
D
A
T
E
:
5/
4
/
2
0
2
3
Q:
\
A
C
A
D
F
i
l
e
\
P
A
L
I
S
A
D
E
S
A
P
P
T
-
R
E
X
B
U
R
G
\
W
O
R
K
I
N
G
\
P
A
L
_
A
P
T
-
A
3
-
1
-
C
S
.
d
w
g
TH
E
S
E
D
R
A
W
I
N
G
S
O
R
A
N
Y
P
A
R
T
S
T
H
E
R
E
O
F
,
A
S
I
N
S
T
R
U
M
E
N
T
S
O
F
S
E
R
V
I
C
E
,
R
E
M
A
I
N
T
H
E
P
R
O
P
E
R
T
Y
O
F
T
H
E
A
R
C
H
I
T
E
C
T
S
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
O
N
O
T
H
E
R
W
O
R
K
W
I
T
H
O
U
T
T
H
E
I
R
W
R
I
T
T
E
N
C
O
N
S
E
N
T
DRAWN BY
920 EAST 800 NORTH #201, OREM UT 84097 801-377-6303 WWW.HARRIS-ARCHITECTURE.COM
REVISIONS REXBURG, ID
PALISADES APPARTMENTS
A NEW BUILDING FOR
JLH
5 / 4 / 2023
CROSS SECTION
A3.1
05/04/23