SW6220904_Plansheet - Other_20221102 (5)

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HIGH POINT ELEV = 342.31
HIGH POINT STA = 24+89.31
PVI STA = 25+88.81
PVI ELEV = 343.24
A.D. _ -7.49%
K = 34.04
255' VC
LOW POINT ELEV = 326.66
LOW POINT STA = 29+37.80
PVI STA = 28+29.32
PVI ELEV = 327.21
A.D. = 6.16%
K = 35.20
HIGH POINT ELEV = 326.66
217' VC
HIGH POINT STA = 29+37.93
PVI STA = 30+00.18
PVI ELEV = 326.35
A.D. _ -4.04%
K = 30.83
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LOW POINT STA = 31+93.98
PVI STA = 31+43.98
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A.D. = 2.52%
K = 39.73
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STEEL
VD 2"
305
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
HIDDEN
VALLEY
SUBDIVISION
PINNACLE COURT
PROFILE STATION
23+50 TO 34+00
CLIENT
TG VENTURES LLC
9820 US Hwy 301 North
Lumberton, North Carolina 28360
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1860
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-501