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5° VERTICAL BEND_
6+66.2
45° VERTICAL BEND
6+71.2
PERCHERON PATH
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 14+00
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NC GRID NAD 83 (2077) 7 m
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HIGH POINT ELEV = 139.79
HIGH POINT STA = 4+21.84
PVI STA = 4+47.10
PVI ELEV = 139.98
A.D. _ -2.00%
K = 49.96
100' VC
HIGH POINT ELEV = 139.58
HIGH POINT STA = 0+84.17
PVI STA = 0+83.84
PVI ELEV = 139.70
A.D. _ -1.00%
O K 100.04
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LOW POINT ELEV = 139.06
LOW POINT STA = 2+37.61
PVI STA = 2+37.54
PVI ELEV = 138.94
A.D. = 0.99%
K = 100.84
100' VC
HIGH POINT ELEV = 138.14
HIGH POINT STA = 9+24.13
PVI STA = 9+24.13
PVI ELEV = 138.26
A.D. _ -1.00%
K 100.00 =
100' VC
LOW POINT ELEV = 137.09
LOW POINT STA = 6+76.63
PVI STA = 6+51.55
PVI ELEV = 136.90
A.D. = 2.01%
K = 49.84
100, VC
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CLASS V 24"
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CLASS V 18" RCP
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GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
160
155
150
145
140
135
130
125
120
115
110
00
00
Sri
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14+00
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
CARO
�2:oF ss0%
SEA
02
COTT
•G I NE .•: ja���
U8 0�_22
REVISIONS
PROJECT NAME
TARRANT
ESTATES
SUBDIVISION
(ZERO LOT LINE)
PERCHERON
PATH PROFILE
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779-0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1827
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-5nO