20230881 Ver 1_SR 1540_pipeprofile_20231020

OHSEOW COUNTY — SR 5 4 (B SHOP ROAD) — 0.5 M EES S OF SR 538
(MORR S EAND HG ROAD) EATo 34048 5269—77o537354 — MA H FLOW PROFLE V EW
101 101
100
98
96
93
92
SCALE
"=2' VERTICAL
"=20' HORIZONTAL
REMOVE EXISTING (1) 112" X 75" X 53' CMP
9306 ♦`
92.42—�
91.42—�
100001- l00000
PROPOSED (1)
II'5" X 77' X 53' ASPPA w/HW
�"'\/ 94072
2 94.47
9302
94027
93.07
�92.67
100
98
LEGEND
PROPOSED PIPES
EXISTING PIPES
- - - - - STREAMBED ELEVATION
TEMP. SHEETPILE
EXISTING PAVEMENT
FLOW DIRECTION
NOTES-
96
LOW EOP BENCHMARK=100o00
(C/L ROD SHOT= 4.92)
95
94
NOTE. THIS EXHIBIT IS FOR
PERMITTING PURPOSES ONLY
AND SHOWN HEREIN DOES NOT
93
MEET NC 47-30 REQUIRMENTS
AND THEREFORE IS NOT FOR
DESIGN, CONSTRUCTION, OR
92
RECORDING OR TRANSFER OF
TITLE.
DRAWN BY. CHRISTOPHER DUSTIN
91
90
9108� /
9204 '
90
DATE.03/27/2023
PROPOSED INLET
89
INVERT = 91.50
EXISTING INLET INVERT = 91.56
89
PERMIT DRAWING° I OF I
88
PROPOSED OUTLET
88
CHECKED BY: L. KING
INVERT = 91.50
87
EXISTING INLET INVERT = 90.32
87
PROJECT DESCRIPTION -
REMOVE EXISTING (1) 112" X 75" X 53 CMPA
PROPOSED (1) 11'5" X 7'1" X 53 ASPPA w/HW
00 80 60 40 20 0 20
40 60 80
00
COUNTY.ONSLOW