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ROADWAY PROFILE 10+50 TO 19+00
305 305
HIGH POINT ELEV = 291.34
HIGH POINT STA = 11+39.67
PVI STA = 11+02.27
PVI ELEV = 294.22
A.D. _ -9.07%
K = 30.23
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PVI ELEV = 276.68
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0 0 o to K= 34.52
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0 SEWER LATERAL CROSSING WATER
0 SEWER LATERAL CROSSING STORM Li
- - - - - EXISTING GRADE
FINISHED GRADE
265 265
r') O CO � N r.,1 m r,) �t 0) 0) O 00 N M n F cD
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11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
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SEA
02
•• G I NE ••: ja���
U3-30-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
GREENBAY
PROFILE
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: (910) 486-4864
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-5n 1