HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (1) 4.27.2022 – 22-00260 - 7N Apartments - 4-PlexesSS
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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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CONSTRUCTION NOTES
JA
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HI
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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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70'8'70'10'20'
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19.61'70'8'70'10.65'
10.69'159'
5'
8.5'
P:
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PRELIMINARY 6 OF 9
MAR 2022
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17.61'
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NEW TREE, TYP
NEW SHRUB, TYP
NEW FENCE
18
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9'
TYP
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
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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
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E
C
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N
O
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3
5
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2
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8
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3
5
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9
2
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F A X : 2 0 8 .3 5 6 .0 2 0 6
CONSTRUCTION NOTES
JA
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7T
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20'70'8'70'10'
11'158'
5'
9'
P:
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PRELIMINARY 7 OF 9
MAR 2022
C102
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'
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
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2
2
2
2
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5
5
5' WIDE SIDEWALK, TYP 2 5' WIDE SIDEWALK, TYP 2
14
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3
1
'
BO
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15
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3
'
BO
W
14
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8
5
'
BO
W
20.13'
BOW
10.82'
TBC
20.14'
BOW
10.85'
TBC
26
7
7