SW6220101_Plansheet C-5.5 - SCM Detail_20220614

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NC GRID NAD 83 (2011) / Co
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CI-42 TO FES-43
310
305
300
295
290
285
280
275
270
STORM DRAIN -0+50 TO 1 +50
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42" CLASS IV RCP
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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
\ \
\ \
MAINTENANCE
® 2% MAX
SLOPE
10'
SHELF
CROSS
\
WATER (100YR): 286.27'
(10YR): 285.90'
EMERGENCY
SPILLWAY: 286.00'
\
\
TOP: 287.00'
HIGH
HIGH WATER
_
TOP
OF SHELF: 280.00'
HIGH WATER
(1YR): 283.43'
�5�
2c
\
BOTTOM
OF SHELF: 279.00'
NORMAL
FOREBAY
ELEV:
N
f
POOL: 279.50'\
WEIR
279.00'
o
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\
N N
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CLEANOUT:
272.00'
SEDIMENT
270.50'
SEDIMENT CLEANOUT:
IF
BOTTOM: 269.50'
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1+00
2+00
3+00
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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SIN
106.61 LF ®1.889,
36" RCP
CONCRETE
ANTI —SEEP
COLLAR
IN
O O
ill
r N
N
N N
00 INO^
N
O
00
N
295
290
285
280
275
270
265
260
255
0+00 1 +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.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
SEA
02
•• G I NE ••: ja���
�A .90
U3-10-22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 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
MARCH 10, 2022
SHEET NUMBER
C-505