HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (1) 4.27.2022 – 22-00260- 7N Apartments - 4-Plexes-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : 7N Apartments - Bldg 1 - 4 Plex
Address : 676 Carlow Dr Units 1101-1102, 1201-1202
Application Type :
Document Filename : Site Plan Rev. (1) 4.27.2022 – 22-00260.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C100 Free text Joel Gray : PW Open 5 What is being done with existing well?
C101 Callout Joel Gray : PW Open 6 This section of sewer line seems unnecessary.
C101 Callout Joel Gray : PW Open 6 Gates must open 180 degrees and be constructed per City of
Rexburg Standards..
C101 Callout Joel Gray : PW Open 6 Existing sidewalk was built to residential standards not
commercial.
C104 Callout Joel Gray : PW Open 9 Approximate location of sewer stub out.
# 22-00260
New Multi-Family Residence
Report Date: 05.18.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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30'20'10'5'0'
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PAGE NO:
DATE:
SHEET NO:
(IF NOT 2"- SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ATTENTION
PR
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3
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F A X : 2 0 8 .3 5 6 .0 2 0 6
CONSTRUCTION NOTES
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9
A.DIMENSIONS TO, OR COORDINATES
FOR, MANHOLES, PIPELINES, ETC ARE
TO CENTERLINE UNLESS OTHERWISE
NOTED.
B.DIMENSIONS TO, OR COORDINATES FOR
CURBING IS TO TOP BACK OF CURB
UNLESS OTHERWISE NOTED.
C. CONTRACTOR SHALL PROVIDE ANY
GROUNDWATER DEWATERING TO
CONSTRUCT THIS PROJECT.
D.THIS PROJECT SHALL BE
CONSTRUCTED ACCORDING TO THE
LATEST EDITION OF THE IDAHO
STANDARDS FOR PUBLIC WORKS
CONSTRUCTION (ISPWC).
TOTAL ACREAGE . . . . . . . . . . . 0.76 AC - 100%
GREEN SPACE . . . . . . . . . . . . . .0.26 AC - 34%
SNOW STORAGE . . . . . . . . . . . .0.10 AC - 13%
ROOF . . . . . . . . . . . . . . . . . . . . . 0.21 AC - 28%
HARDSCAPE . . . . . . . . . . . . . . . 0.29 AC - 38%
TOTAL UNITS . . . . . . . . . . . . . . 16
TOTAL PARKING . . . . . . . . . . . . 32
ADA PARKING . . . . . . . . . . . . . . 2
1
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19.61'70'8'70'10.65'
10.69'159'
5'
8.5'
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PRELIMINARY 6 OF 9
MAR 2022
C101
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18
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17.61'
8'
NEW TREE, TYP
NEW SHRUB, TYP
NEW FENCE
18
'
9'
TYP
This section of sewer line
seems unnecessary.
Gates must open 180 degrees and be
constructed per City of Rexburg Standards..
Existing sidewalk was built
to residential standards not
commercial.
5/8 PLCAP
N:792205.61
E:760245.68
ELEV: 4874.362
5/8 PLCAP
N:792393.50
E:760244.10
ELEV: 4874.391
N 792377.2
E 760086.23 N 792377.78
E 760156.23
N 792345.78
E 760156.49
N 792345.2
E 760086.49
N 792377.84
E 760164.23
N 792378.42
E 760234.22
N 792346.42
E 760234.49N 792345.84
E 760164.49
N 792214.2
E 760087.58
N 792246.2
E 760087.31
N 792246.78
E 760157.31
N 792214.78
E 760157.57
N 792246.85
E 760165.31
N 792214.85
E 760165.57
N 792215.43
E 760235.57
N 792247.43
E 760235.31
N 792327.94
E 760236.14
N 792310.51
E 760244.79
N 792283.51
E 760245.01
N 792265.94
E 760236.65
N 792326.62
E 760077.15
N 792309.03
E 760066.6
N 792282.04
E 760067.01
N 792264.62
E 760077.66
N 792291.03
E 760081.04
N 792292.27
E 760231.05
N 792265.41
E 760173.16
N 792289.79
E 760172.95
N 792265.26
E 760155.16
N 792289.64
E 760154.95
N 792291.66
E 760156.78
N
GRAPHIC SCALE
Scale: 1"=10'
30'20'10'5'0'
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PAGE NO:
DATE:
SHEET NO:
(IF NOT 2"- SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ATTENTION
PR
O
J
E
C
T
N
O
.
3
5
0
N
O
R
T
H
2
N
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X
B
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0
PH
:
2
0
8
.
3
5
6
.
9
2
0
1
F A X : 2 0 8 .3 5 6 .0 2 0 6
CONSTRUCTION NOTES
JA
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S
HI
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7T
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9'
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70'8'70'10'20'
1
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'
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6
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1
2
.
5
'
3
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1
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20'70'8'70'10'
11'158'
5'
9'
P:
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P
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PRELIMINARY 7 OF 9
MAR 2022
C102
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01
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1
5
4
3
2
'
2
6
'
2
6
'
A.DIMENSIONS TO, OR COORDINATES
FOR, MANHOLES, PIPELINES, ETC ARE
TO CENTERLINE UNLESS OTHERWISE
NOTED.
B.DIMENSIONS TO, OR COORDINATES FOR
CURBING IS TO TOP BACK OF CURB
UNLESS OTHERWISE NOTED.
C. CONTRACTOR SHALL PROVIDE ANY
GROUNDWATER DEWATERING TO
CONSTRUCT THIS PROJECT.
D.THIS PROJECT SHALL BE
CONSTRUCTED ACCORDING TO THE
LATEST EDITION OF THE IDAHO
STANDARDS FOR PUBLIC WORKS
CONSTRUCTION (ISPWC).
KEYED NOTES:
1.CONTRACTOR TO INSTALL CURB
ACCORDING TO ISPWC STANDARD
DRAWING SD-701A - 6" VERTICAL CURB
(NO GUTTER).
2. CONTRACTOR TO INSTALL SIDEWALK
PER ISPWC STANDARD DRAWING
SD-709. WIDTH OF SIDEWALK AS
SHOWN ON PLANS. CROSS SLOPE OF
SIDEWALKS NOT TO EXCEED 2.0%.
3.CONTRACTOR TO INSTALL CONCRETE
DRIVEWAY APPROACH PER ISPWC
STANDARD DRAWING SD-710C.
4.CONTRACTOR TO INSTALL ASPHALT
PER DETAIL X/C00X.
5.INSTALL MONOLITHIC CURB WHERE
SIDEWALK BUTTS AGAINST ASPHALT
PER DETAIL X/C00X.
6.EXTEND SIDEWALK TO SIDEWALK ON
7TH NORTH. WIDTH TO MATCH
EXISTING.
7.ALL ADA SIDEWALK APPROACHES TO
MEET ADA REQUIREMENTS.
#
5' WIDE SIDEWALK, TYP
5' WIDE SIDEWALK, TYP
1
1
1
1
2
2
2
2
3
4
5
5
5' WIDE SIDEWALK, TYP 2 5' WIDE SIDEWALK, TYP 2
14
.
3
1
'
BO
W
15
.
5
3
'
BO
W
14
.
8
5
'
BO
W
20.13'
BOW
10.82'
TBC
20.14'
BOW
10.85'
TBC
26
7
7
Approximate location of sewer stub out.