HomeMy WebLinkAboutSITE_PLAN_HH17_10.17.2024 (1)S89°37'38"W 160.89
S2
4
°
3
4
'
1
5
"
W
43
.
6
7
R=30.0
0
Δ=90°0
8
'
4
1
"
L=47.2
0
CH=S6
9
°
3
8
'
3
4
"
W
4
2
.
4
8
N6
5
°
1
7
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0
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W
72.
9
9
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°
0
7
'
0
0
"
W
19
1
.
8
7
X
X
50.
6
'
10
1
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6
'
93
.
6
'
60.3'
70.1'
20
.
0
'
28
.
8
'
26
.
5
'
52.7'
50.9'
51.0'
R=
4
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0
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Δ=
2
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5
6
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3
8
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L=
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4
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S
1
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5
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.
7
7
PROPOSED CONTOUR
(SOLID - TYP.)
E
E
CC
S
X
X
X
X
X
X
X
X
X
X
X
X
X
30
.
1
'
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
5152.40
BOW
5
1
5
2
.
2
6
B
O
W
51
4
9
.
4
4
B
O
W
51
4
9
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1
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B
O
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51
4
8
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3
9
B
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5
1
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7
.
5
8
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5150.
1
9
BOW
5150.
9
3
BOW
51
4
7
.
6
0
F
O
W
51
4
8
.
0
7
F
O
W
5148
.
3
7
FO
W
514
9
.
0
0
FO
W
514
9
.
3
4
FO
W
5
1
5
0
.
0
9
F
O
W
5
1
5
0
.
8
3
F
O
W
5152.16
FOW
5152.30
FOW
5
1
5
0
.
3
7
B
O
W
5150
.
2
7
FOW
2.54%
5.63%
2.
0
0
%
1
1
.
7
5
%
3
1
.
2
9
%
15.87%
10.0
0
%
11.43%
2.06%
26.90%
26
.
2
1
%
1
6
.
8
2
%
10.
0
2
%
7.67%
2
0
.
1
5
%
10
.
0
4
%
51
4
5
.
7
5
FG
51
4
6
.
1
5
FG
51
4
5
.
5
0
FG
5152.00
FG
5153.20
FG
5153.20
FG
5
1
5
3
.
2
0
F
G
51
5
3
.
1
0
FG
51
5
3
.
1
0
FG
51
5
3
.
1
5
FG
5153.15
F
G
5
1
5
3
.
7
5
FG
5146.40
F
G
5
1
4
5
.
8
5
FG
5
1
4
5
.
7
5
F
G
51
5
2
.
0
0
FG
5
1
5
3
.
0
7
F
G
5153.07
FG
5145.75
FG
5145
.
5
0
FG
514
5
.
5
0
FG
51
4
5
.
3
5
FG
5145
.
2
0
FG
515
2
.
3
8
EG
5144.35
E
G
5143.9
1
EG
???
E
G
5148
.
1
6
EG
5
1
4
3
.
5
2
E
G
5
1
4
2
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0
0
E
G
514
2
.
0
0
EG
5
1
4
4
.
5
7
EG
5
1
4
3
.
6
5
E
G
5150.63
EG
5149.90
EG
5
1
4
4
.
3
6
E
G
514
3
.
0
0
EG
5
1
4
6
.
7
8
E
G
5
1
5
2
.
9
1
E
G
514
5
.
0
8
EG
5150.07
EG
5151.96
EG
DRAINAGE SWALE
ALONG PROPERTY LINE
(SEE DETAIL 2)
EXISTING CONTOUR
(DASHED - TYP.)
EXISTING ELECTRIC
AND CABLE BOXES
MID-YARD
DRAINAGE SWALE
(SEE DETAIL 3)
APPROXIMATE NEW
PROPERTY LINE
(TO BE DETERMINED BY OTHERS)
DRAINAGE SWALE
ALONG PROPERTY LINE
(SEE DETAIL 2)
EXISTING SIDEWALK
AND FENCE
5
1
4
3
514
5
5150
514
4
5
1
4
6
5147
514
8
5149
5151
515
0
514
8
514
9
515
1
515
2
515
1
51
5
2
515
3
515
2
5151
5150
5153
5152
5151
5150
515
3
5
1
4
4
5
1
4
5
5
1
4
3
5
1
4
2
(5144)
(5145)
(5146)
(51
4
5
)
(51
4
6
)
(51
4
6
)
(5
1
4
5
)
(
5
1
4
6
)
(5
1
4
7
)
(5
1
4
8
)
(5
1
4
9
)
(
5
1
5
0
)
(
5
1
5
1
)
(
5
1
5
2
)
(
5
1
5
2
)
(5
1
5
1
)
(5
1
5
0
)
(
5
1
4
9
)
(
5
1
4
8
)
(
5
1
4
7
)
(
5
1
4
6
)
5
1
4
5
5
1
4
4
51
4
6
5
1
4
7
5149
51
4
8
DRAINAGE BERM LINE
(SEE DETAIL 1)
38.5'
HARVEST HEIGHTS
LOT 17, BLOCK 1
740 AUTUMN DRIVE
.69 AC / 30,056 SQ +/-
TOF = 5153.90
FF = 5155.10
TOP = 5154.60
GFF1 = 5153.65
GFF2 = 5153.70
BFF = 5146.25
(8' BASEMENT)
AU
T
U
M
N
D
R
I
V
E
TO
P
=
5
1
5
4
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6
0
PATIO =
5154.60
6' SETBACK
25
'
S
E
T
B
A
C
K
(3
R
I
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E
R
S
)
GF
F
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=
51
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0
GF
F
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=
5
1
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3
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6
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51
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1
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51
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50
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)
50'
S
E
T
B
A
C
K
(514
3
)
5149
5
1
4
8
5
1
4
7
Sheet:
Job #:
Drawn:Scale:
Date:
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SITE PLAN
74
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NOTES:
1.DRAINAGE SWALES SHALL BE INSTALLED ALONG
THE SIDE AND REAR PROPERTY LINES AS REQUIRED.
SWALES SHALL REMAIN UNALTERED AND BE
MAINTAINED BY THE PROPERTY OWNER.
2.ALL WINDOW WELLS TO BE 6" BELOW TOP OF
FOUNDATION AND A MINIMUM OF 3" ABOVE FINISHED
GRADE.
3.ALL CONSTRUCTION TO BE DONE ACCORDING TO
CITY STANDARDS AND SPECIFICATIONS.
4.CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS
AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. INCLUDING THE ELEVATION OF THE
SEWER LATERAL.
5.THE GRADE AWAY FROM FOUNDATION WALLS SHALL
FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET
(5.0%). R401.3
6.ROOF DRAINAGE TO BE CONVEYED (AS MUCH AS
POSSIBLE) TO THE FRONT OF THE HOUSE AND TO THE
STREET.
7.PROVIDE LANDINGS ON BOTH SIDES OF ALL
EXTERIOR DOORS. LANDINGS MUST BE 36" DEEP (MIN.)
R311.6.2
8.A TRASH DUMPSTER AND PORTABLE CONSTRUCTION
TOILET SHALL BE PROVIDED AT ALL NEW
CONSTRUCTION SITES.
9.ANY WORK IN THE PUBLIC WAY SHALL CONFORM TO
APWA 2017 STANDARD PLANS AND SPECIFICATIONS
10.IT IS NOT ANTICIPATED THAT ANY CONSTRUCTION IN
THE PUBLIC WAY WILL BE REQUIRED FOR THE PROJECT.
11. NOTIFY BLUE STAKES (801) 208-2100 OR
BLUESTAKES.ORG
12.MEASUREMENTS ARE FOR ESTIMATES ONLY. SEE
RECORDED PLAT FOR MORE INFO.
LEGEND:
FF = FINISHED FLOOR
TOF = TOP OF FOUNDATION
TOP = TOP OF PORCH
GFF = GARAGE FLOOR
BFF = BASEMENT FINISHED FLOOR
FG = FINISHED GRADE
EG = EXISTING GRADE
BOW = BACK OF WALK
FOW = FRONT OF WALK
ROMNEY
THOMAS M.
No. 8028950-2202
ANISOFOES
L
N
ER
I
G
EN
A H
O TFUTE
E
P
I
L
ESN
CE
S
D
R
AT
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
030 30 60
30
12015
24-5037
DB
10/17/2024
1"=10'
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
010 10 20
10
405
VICINITY MAP:
1:30
LO
T
1
7
,
B
L
O
C
K
1
APPROXIMATE NEW
PROPERTY LINE
(TO BE DETERMINED
BY OTHERS)
ORIGINAL PROPERTY LINE
PER PLAT
NOTE: DRAINAGE SWALES TO BE CREATED
ALONG LOT LINES TO PREVENT STORM RUN-OFF
FROM IMPACTING ADJACENT PROPERTIES.
EXISTING
SUBGRADE
DRAINAGE SWALE DETAIL 2
NTS
ADJACENT
SURFACE1' MIN.
6" MIN.
SLOP
E
PL
SL
O
P
E
SLOPE
EXISTING
SUBGRADE
DRAINAGE BERM DETAIL 1
NTS
PL1'
MIN.
6"
MIN
1'
2' MIN.
3:1
MAX
SLOPE
9" MIN
NOTE: DRAINAGE SWALES TO BE CREATED
ALONG LOT LINES TO PREVENT STORM RUN-OFF
FROM IMPACTING ADJACENT PROPERTIES.
NOTE: DRAINAGE SWALES TO BE CREATED ON
PROPERTY TO PREVENT STORM RUN-OFF FROM
PENETRATING STRUCTURES.
EXISTING
SUBGRADE
MID-YARD DRAINAGE SWALE DETAIL 3
NTS
ADJACENT
SURFACE
6"
2'