SW6220902_Plansheet - Other_20221102 (10)

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MAYNARD LOOP
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ROADWAY PROFILE -0+50 TO 4+00
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HIGH POINT ELEV = 226.36
HIGH POINT STA = 2+67.57
PVI STA = 1+88.48
PVI ELEV = 225.43
A.D. = -3.83%
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55.15
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225 195
220 190
215 185
210 180
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ROADWAY PROFILE -0+50 TO 5+00
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LOW POINT ELEV = 188.69
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LOW POINT STA = 2+49.78
PVI STA = 2+55.58
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PVI ELEV = 184.85
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PVI STA = 4+54.18
ELEV = 195.28
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PO 32
INV 190.50 (CI 31)
11.81' \
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186.42
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249.87 LF
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CULVERT & HEADWALL
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INV
IN 176.20
INV
OUT 175.50
0 SEWER LATERAL CROSSING
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EXISTING GRADE
FINISHED GRADE
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210
205
200
195
190
185
180
175
170
0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 5+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
MAYNARD LOOP
AND LISMORE
NOOK PROFILES
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
APRIL 5, 2022
SHEET NUMBER
C-504