SW6230705_Plansheet - SCM Detail_20240604 (3)

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SCM 16 05 �Z a�d�� °� LS MH TO MH 49
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STORM DRAIN -0+50 TO 3+00 SANITARY SEWER -0+50 TO 4+50
PROJECT NAME
300 300 300 300
SERENITY
SUBDIVISION
O N�
295 295 295 g N 295
PH 3=5
O M M r"
Q> rrN
0 a;NN�
o�Z Z 0
=N�»>
N Z Z Z
MAINTENANCE ACCESS /
ON 1.5% IS IN SHOULDER OF N
290 PROPOSED ROAD w 290 290 290
1.5% -,
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oc / v
\ / \ (O N
10 MAINTENANCE ACCESS SCM 16 SECTION
\ N(�0 ON 2% TOP:285.70' /
REDESIGN BY AINING LL \\ �z 2% 8" WL
285 OTHERS) 100
Q & SEWER TIE TO
285 285 � � / 285
- - - - - - - - - '1D — �� - - — 0 oo clj
30
LIFT STATION
LO to
\ ^ N N N
w _j +NZ0 /' 6.36'I
1 , �� v PROFILE
-V o /
280 TOP OF SHELF:280.00' NP 4 �F 280 280 m M(oN 280
30.,h'C 3�6 ri N Z
BOTTOM OF SHELF:279.00' NORMAL POOL:279.50' a�> CLIENT
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ANTI-SEEP COLLAR /
�Q�G GREENFIELD
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rJ 0.5'X4'X5' BLOCKING $ .SCR COMMUNITIES
275 N 275 275 / y5o�^ 275
SEDIMENT CLEANOUT:274.00'
SEDIMENT CLEANOUT:274.00' — — — �F
5
BOTTOM OF POND:273.50' �656
FOREBAY ENTRANCE:272.00'
FOREBAY EXIT:273.40'
8601 Six Forks Road-Suite 270
270 270 270 270 Raleigh, North Carolina 27615
Phone: [phone]
PROJECT INFORMATION
61.19 LF @ 8.99% 8" SDR 26 PVC
265 265 265 265
m DESIGNED BY: BRETT/CHRIS
— — — — — — — — EXISTING GRADE
DRAWN BY: BRETT
N FINISHED GRADE
0 SEWER LATERAL CROSSING WATER CHECKED BY: SCOTT
HIGH WATER (lYR):281.02' SEWER LATERAL CROSSING STORM
o HIGH WATER (10YR):283.60' — — — — EXISTING GRADE PROJECT NUMBER: 1975
a HIGH WATER (100YR):284.40' FINISHED GRADE
N 260 260 260 260
U
3 DRAWING SCALE
a f` � O0 O O0 N co N cfl cfl o f`
(� m d1 oo r7 oo r7 Ln 'i co p r` cfl O M C (O 6 m aj n i
u) oom � � oo ^ oo ^ � r- r` � r � c � c co � � HORIZONTAL: 1 =40
w N N N N N N N N N N N N N N N N N N N N N N
VERTICAL: 1"=4'
0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 DATE RELEASED
J
GRAPHIC SCALE
o
40 0 20 40 ao iso MAY 29, 2024
T
w SHEET NUMBER
N ( IN FEET )
1 inch = 40 ft.
63
E
E
U
C -5021