SW4191202_17-042_C1.4 GDEC_1/2/2020

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Storm
Structure
Table
Structure
Type
Grate
Inv(s) In
Inv(s) Out
STM 1
HEADWALL
805.91
STM
2
YARD INLET
809.50
(STM
3) 806.50
STM
3
MANHOLE
812.00
(STM
(STM
(STM
4) 806.48
2) 806.30
5) 804.48
(STM
) 804.71
STM
4
MANHOLE
826.56
(STM
) 821.48
(STM
3) 820.98
STM
5
JUNCTION BOX W\ MH
LID
831.87
(STM
6) 821.00
(STM
3) 816.50
STM
6
MANHOLE
832.78
(STM
5) 822.30
STM
7
PIPE END
813.79
(STM
9) 812.00
STM
8
NCDOT CURB INLET
2681.76
(STM
9) 816.86
STM
9
NCDOT CURB INLET
2681.76
(STM
(STM
10) 815.00
8) 814.62
(STM
7) 812.68
STM
10
NCDOT CURB INLET
829.47
(STM
11) 815.70
(STM
9) 815.50
STM
11
MANHOLE
819.95
(STM
12) 816.85
(STM
10) 816.60
STM
12
NCDOT CURB INLET
820.00
(STM
11) 817.00
STM
13
END PIPE
802.79
(STM
) 801.00
STM
14
PIPE START
805.29
STM
15
PIPE END
820.22
(STM
16) 818.70
STM
16
PIPE START
820.54
(STM
15) 819.02
✓OSEPH T. BUIE, ✓R.
TON YA H. BUIE
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1 STORY
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Storm Pipe Table
Line Segment
Size
Length
Slope
Up Inv
Dn Inv
Hydraulic
Up
HydraulicGrade
Grade Dn
STM to STM 4
24"
23.13
1.00%
821.71
821.48
0.00
0.00
STM to STM 13
18"
104.93
2.38%
803.50
801.00
0.00
0.00
STM 2 to STM 3
18"
24.95
0.80%
806.50
806.30
0.00
0.00
STM 3 to STM
48"
71.24
1.00%
804.71
804.00
0.00
0.00
STM 4 to STM 3
24"
113.50
12.77%
820.98
806.48
0.00
0.00
STM 5 to STM 3
48"
360.09
3.34%
816.50
804.48
0.00
0.00
STM 6 to STM 5
24"
41.18
3.16%
822.30
821.00
0.00
0.00
STM 8 to STM 9
15"
23.25
9.63%
816.86
814.62
0.00
0.00
STM 9 to STM 7
18"
23.73
2.87%
812.68
812.00
0.00
0.00
STM 10 to STM 9
18"
104.91
0.48%
815.50
815.00
0.00
0.00
STM 11 to STM 10
15"
164.94
0.55%
816.60
815.70
0.00
0.00
STM 12 to STM 11
15"
29.87
0.50%
817.00
816.85
0.00
0.00
STM 16 to STM 15
15"
8.00
4.00%
819.02
818.70
0.00
0.00
0 40' 80'
SCALE: 1 " = 30'
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STM 8 z� c P�• S. `NP ��M I \ N 00 �% RIM=2681.76 ��- STM 2
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RIM=809.50 \ 812
_AM m G?7 QQ�O + R INV OUT=816.86 (9) INVyN(BARRELL)
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STM 16 STM 120 8?o F $„ 5 17.
RIM=2681.79 \ / 24� RISER
'\5 GAS ?� INV IN=815.00 (10) 18 BARREL
4 C9V / '• N �' NG�y 4�2 /� INV IN=814.62 ( )
A / N INV OUT=818-() /
BIM=812.00
IW97N=806.48 (4)
INV IN=806.30 (2)
INV IN=04.4
INV OUT8804.71(() �818 _
1p'X70 825 " STM P1PE �
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IN"=821.00 (6) \
INV IN=819.00 (EX 48")
INV OUT=816.50 (3)
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STM 4 �I I�
RIM=826.56 823
INV IN=821.48 () I
INV OUT=820.98 (3) �I II 824
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�-- RIM=832.78
INV IN=822.50 (EX 24")
0 INV OUT=822.30 (5) 834
/ OJ IN 828. 10
EX. GRA E 834.29
8 3 j �,� / OUT 828.08
Q05 �o I
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APP ENT ROUTE \
PIV
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INV IN=815.70 (11)7
INV OUT=815.50
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-INV 804.00
816
817
15" STM qk
P
819
STM 12
' RIM=820.00 �24�
820 INV OUT=817.00 (11) `
821
CP
C-1
2 STM 11 \
RIM=819.95
INV IN=816.85 (12)
INV OUT=816.60 (10)
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Architecture I Engineering I Interior Design
Triad Design Group, P.C.
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Facsimile 336-218-8010
www.triad-designgroup.com
NC Architecture Reg. 50709
NC Engineering Lic. C-1108
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DECEMBER 19, 2019
PROFESSIONAL OF RECORD:
L. ALLAN HILL, P.E.
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1 11-04-19 NCDEQ COMMENTS
Mk Date Description
Revisions
GRADING &
DRAINAGE
PLAN
Date: AUGUST, 2019
Drawn: Check: LAH
Job Number: 17-042
Sheet:
C1A