SW6210503_Plansheet C-5.3 - SCM Cross-section_20211222

240
235
230
225
220
215
210
205
72.41 L
38.6
200
195
190
185
N
M
O
180
F @ 2.79% 36" R(
9 LF @ 7.98% 36"
OF SHELF:205.00'
o CI 11 jy 840.24 \
POND SECTION
STORM DRAIN -0+50 TO 5+50
10' MAINTENANCE ACCESS
ON 2% TOP:212.20'
F \
......,.... .� .. .. ..I.. .. ..C. N. .
.. .. . .. . .. .. �.. .. ..
NP
NORMAL POOL: 205.50'
J �10' MAINTENANCE ACCESS
00 ON 2% TOP:212.20'
M,,,,,,,,,,,,,,Q
O 00�,,,,,,,,
Lr) 00
M .ram
SONS
J
Cam„
w
/Vp oRi
Oa D Nq� 83
(2p77)
240
235
230
225
220
215
EROSION CONTROL 210
w MATTING ON BACK
\� SLOPE .....
--48.86 LF @ 3.07% 36" RCP
I.. ANTI-SEEP''COLLAR
EDIMENT CLEANOUT:201.00'
OTTOM OF POND:200.00'
205
200
195
190
185
180
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
11
iiii
solutions
D s im t e
e�ivil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IIDAR9 �%
• 4� SEA
• 0274
4111111111
REVISIONS
PROJECT NAME
TOWNSEND
ESTATES
SUBDIVISION
STORMWATER
POND SECTION
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1651
DRAWING SCALE
HORIZONTAL: 1 "=60'
VERTICAL: 1 "=6'
DATE RELEASED
OCTOBER 5, 2021
SHEET NUMBER
C-5m3