SW3220902_Plansheet - Other_20220921 (2)

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575
570
565
560
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580
575
570
565
560
555
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PROP,
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1' MIN
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169 LF 30 HOPE
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105
LF 30" HOPE
GLASS B RIP
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RAP APRON
L: 15 FT
W: 12 FT
D: 18 IN
CLASS B RIP
RAP APRON
L' 20 FT
W: 16 FT
D 18 IN
0+00 0+50 1+00 1+50 2+00
HW 202 - HW 200
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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p@ 0,83%
173 LF 30" HDPE
@7q 0.79%
-
CLASS B RIP
RAP APRON
L: 14,5 FT
W: 7,5 FT
D: 18 IN
0+00 0+50 1+00 1+50 2+00
HW 102 - HW 100
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
2+50 3+00
560
575
570
565
560
-0+50
580
575
570
565
560
-0+50
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PROP. TRAILER RAMP
EXISTING GRADE
RETAINING WALL
143
LF 15" HDPE @ 0.97°/
PROP, $0" HDPE
INV 563.35
0+00 0+50 1+00 1+50 2+00
GI 103-STMH101
PROPOSED GRADE
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CLASS B RIP
RAP APRON
L: 7.5 FT
W: 7,5 FT
D: 18 IN
.0+00 a+50
G1104-HW105
HORIZONTAL SCALE, 1" = 40'
VERTICAL SCALE: 1" = 4'
985
580
RARE
575
1+00
570
565
0+00
580
575
T
570
565
560
-0+50 0+00 0+50
CB 203 - YI 201
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
TIE TO EX.
DITCH
1' MIN
OVER I
PROPOSED
GRADE
7,f1,50
EXISTING
GRADE
2.6s o
TIE TO EX.
I I
DITCH
I
0+50 1+00 1+50 2+00
15" HDPE DRIVEWAY
PIPE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
2+50 2+90
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VICINITY MAP
1"=2000'
SITE DATA:
CAROLINA THOMAS DEVELOPMENT LLC
PIN:55442997800000
D.B, 15603 PG 225
P.B. NIA
TOTAL AREA FROM SURVEY: 12,36 ACRES
(INCLUDES AREA WITHIN OVERLAP AND AREA WITHIN JIM SOSSOMAN RD.)
AREA IN OVERLAP AND RIGHT OF WAY: 0.25 ACRES
AREA EXCLUDING OVERLAP AND ROW AREA 12,11 ACRES
EFFECTIVE TOTAL AREA: 10.61 ACRES
(1.5 AC POND AREA REMOVED)
ZONING: C 24/27
GENERAL NOTES:
1. AREA AND PROPERTY LINES ARE BASED ON SURVEY BY R.B. PHARR & ASSOCIATES,
P.A. DATED SEPTEMBER 10, 2021
2. THIS MAP DOES NOT MEET G.S. 47-30 REQUIREMENTS AND IS NOT FOR RECORDING.
3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, AGREEMENTS AND
RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT
VISIBLE OR APPARENT AT THE TIME OF INSPECTION.
4. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE INVESTIGATION,
THEREFORE, THIS MAP IS SUBJECT TO ANY AND ALL FACTS AN ACCURATE TITLE
INVESTIGATION MAY DISCLOSE,
$TORMWATER MANAGEMENT INFORMATION
1. THIS PROPERTY IS LOCATED WITHIN I•LOOD ZONE X (ZONE X AREAS ARE
DETERMINED TO BE OUTSIDE THE 0.21/6 ANNUAL CHANCE FLOODPLAIN) AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER
3710554400K, EFFECTIVE DATE NOVEMBER 16TH, 2018.
2. WATERSHED DATA:
TOTAL EFFECTIVE AREA: 462,171 SF 10,61 ACRES
EXISTING BUA= 5,942 SF 0.136 ACRES (1.29%)
EXISTING BUA TO BE REMOVED: 5,942 SF 0.136 ACRES (1.29%)
PROPOSED BUILT UPON AREA: 103,617 SF 2.38ACRF-S (22.42%)
TOTAL BUA= 103,617 SF 2.38ACRF-S (22.42%)
3. ALL NECESSARY APPROVALS HAVE BEEN/ WILL BE 097AINED FROM NCDEQ
AND U.S. ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE
AND STREAM CROSSING/DISTURBANCE WHERE APPLICABLE,
WATERSHED DATA -
NON -WATER SUPPLY WATERSHED
RIVER BASIN: YADKIN-PEE-DEE
10-Year Storm
Upstream Node
Downstream Node
Drainage
Area (Acres)
Runoff Coef.
Rainfall Intensity
(in/hr)
Flow to Inlet
(cfs)
Total Flow
(cfs)
Diameter
(in)
Slope °/o}
Pipe Length (ft)
Average Velocity (fps}
Full Flow
Velocity (fps)
Full Flow (cfsj
Maximum Flaw
(cfs)
Upstream HGL(ft)
Downstream HGL (ft)
Upstream Rim EIev (ft)
Downstream Rim Elev (ft)
Upstream Pipe Invert (ft)
Downstream
Pipe Invert (ft)
STMH101
HW100
0.00
0.00
0.00
0.00
6.14
30.00
0.79
173.03
5.51
7.42
36.42
39.17
564.05
562.68
572.39
562.03
563.35
561.99
HW102
STMH101
1.65
0.65
5.49
5.89
5.89
30.00
0.83
92.24
4.11
7.63
37.45
40.29
564.93
564.22
566.52
572.39
564.12
563.35
G1103
STMH101
0.05
0.90
5.49
0.25
0.25
15.00
0.97
143.22
2.51
5.20
6.38
6.86
566.17
564.77
569.50
572.39
566.00
564.60
HW201
HW200
1.11
0.85
5.49
5.20
10.85
30.00
2.06
104.65
9.15
12.00
58.92
63.38
565.89
563.73
570.41
567.02
565.16
563.00
HW202
HW201
1.65
0.65
5.49
5.89
5.89
30.00
2.00
168.67
3.72
11.83
58.07
62.47
569.34
566.18
572.54
570.41
568.54
565.16
G 1104
H W 105
1.04
0.65
5.49
3.71
3.68
15.00
1.10
82.27
5.63
5.52
6.78
7.29
568.11
567.21
571.79
570.48
567.45
566.55
CB 203
Y1201
0.23
0.65
5.85
0.88
0.79
18.00
1.00
35.92
3.70
6.44
11.38
12.24
567,77
567.41
575.17
570.41
567.50
567.14
25-Year Storm
Upstream Node
Downstream Node
Drainage
Area (Acres)
Runoff Coef.
Rainfall Intensity
(in/hr)
Flow to Inlet
(cfs)
Total Fiow
(cfs)
Diameter
(in)
Slope (%)
Pipe Length (ft)
Average Velocity (fps)
Full Flow
Velocity (fps)
Full Flow (cfs}
Maximum Flaw
{cfs}
Upstream HGL (ft)
Downstream HGL (ft)
Upstream Rim EIev (ft)
Downstream Rim Elev (ft)
Upstream Pipe Invert (ft)
Downstream
Pipe Invert (ft)
STMH101
HW100
0.00
0.00
0.00
0.00
6.73
30.00
0.79
173.03
5.66
7.42
36.42
39.17
564.08
562.72
572.39
562.03
563.35
561.99
HW102
STMH101
1.65
0.65
6.02
6.46
6.46
30.00
0.83
92.24
4.22
7.63
37.45
40.29
564.96
564.26
566.52
572.39
564.12
563.35
G1103
STMH101
0.05
0.90
6.02
0.27
0.27
15.00
0.97
143.22
2.58
5.20
6.38
6.86
566.18
564.78
569.50
572.39
566.00
564.60
HW201
HW200
1.11
0.85
6.02
5.71
11.81
30.00
2.06
104.65
9.37
12.00
58.92
63.38
565.92
563.76
570.41
567.02
565.16
563.00
HW202
HW201
1.65
0.65
6.02
6.46
6.46
30.00
2.00
168.67
3.83
11.83
58.07
62.47
569.38
566.23
572.54
570.41
568.54
565.16
G1104
HW105
1.04
0.65
6.02
4.07
4.01
15.00
1.10
82.27
5.75
5.52
6.78
7.29
568.15
567.24
571.79
570.48
567.45
566.55
CS 203
Y1201
0.23
0.65
6.42
0.96
0.86
18.00
1.00
35.92
3.79
6.44
11,38
12.24
567.78
567.42
575.17
570.41
567.50
567.14
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DRAWN BY : JRA
CHECKED BY: AC
DATE: 08/05/2022
PROJECT NO.: 03003.003
REF, NO.: -
SCALE; 'I" = 40'
053670
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SHEET
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