SW6220101_Plansheet C-5.5 - SCM Detail_20221013

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NC GRID NAD 83 (2011)
310
305
300
295
290
285
280
275
270
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CI-42 TO FES-43
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290
310 300
305 295
300 290
295 285
290 280
285 275
280 270
275 265
270 260
WET POND #1
STORM DRAIN -0+50 TO 4+00
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MAINTENANCE
® 2% MAX
SLOPE
10'
SHELF
CROSS
\
WATER (100YR): 286.30'
(10YR): 285.90'
SPILLWAY: 286.00'
\
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TOP: 287.00'EMEGENCY
HIGH
HIGH WATER
TOP
OF SHELF: 280.00'
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HIGH WATER
(1YR): 282.09'
6'
BOTTOM OF SHELF: 279.00.
NORMAL
FOREBAY
ELEV:
N
POOL: 279.50'
WEIR
279.00'
SEDIMENT CLEANOUT:
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N
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276.00'
SEDIMENT CLEANOUT:
276.00'
BOTTOM: 275.00'
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GRID NAD 83 (2011)
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281
3283
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278�277_
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300 295
295 290
290 285
285 280
280 275
275 270
270 265
265 260
260 255
4+00
RI-58 TO FES-59
STORM DRAIN -0+50 TO 1 +50
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CONCRETE
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0+00 1 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
295
290
285
280
275
270
265
260
255
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PH ASE 7
STORM
PROFILES
CLIENT
1041 B Robeson Street
Fayetteville, or Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
SEPTEMBER 30, 2022
SHEET NUMBER
C-505