SW6220501_Plansheet C-5.2 - SCM Detail_20220621

11
10 •
•
I I
PAD 212.80 I
I I I I
I PAD 212.20 I I PAD 211.70 I
I I
I PAD 211.10
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L---------U
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L--------MH 3 (PIPE SLIDE) .--------j
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L---------
3+31.04 5.75 L
RIM 210.68
INV IN 203.54 (MH 4)
INV IN 203.54 (MH 5)
INV OUT 202.53 (MH 2)
0+43.87
1 +19.37 1 +79.37
2+44.37
TOP: 211.81
TOP: 211.28 TOP: 210.86
TOP: 210.41
NV 206.81
NV: 205.86
o
INV : 205.41
-INV206.28 -
LO
^
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FAITHW
DB 1
II
II
PO 12 _
--
MH 4 I
CI1114
• I I I CI 15
MH 1 CI 11
3+31.04 91.99 L g6.24 LF
®2.49% 8" SDR 26 PVC
86.51 LF ® 0.86%S8" SDR 26 PVC
3+35.04 80.76 R
3+00
RIM 211.28 -
INV IN 206.36 (LOT 11)
r
1+00
- - T -
2+00
-RIM 210.07 -
INV IN 204.95 (LOT 8)
INV OUT 205.69 (MH 3)
2" BV 2"X2" TEE CI 9
INV OUT 204.28 (MH 3)
-
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1+56.6 3+08.0
CI 10
W2 W2
CI 13
rVI W2
2
2" PLUG
2" PLUG
DUBAI LANE
2+74.4
_0+07.1 --- -- --
2" BO
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+ 2" BV --
50' R/W (PUBLIC STREET)
1+81.6
2" BO
0+07.,
2+74.4
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PAD 211.90 I
DUBAI LANE
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 3+50
225
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210
26.00
LF ® 0.60% 15" RCP---,,,,4
\\l126.00
LF ® 0.60% 15" RCP
205
200
195
I • wr
2.49' i 12.03'
I
86
M
8" SCR
26 PVC I
a
0 I
0 1
i11 0 26.00 LF ® 1.50% 18" RCP
2.54' V
L
HIGH WATER ELEV.
203.16
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER
ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM
TO ASTM C 443
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0 iEWER LATERAL CROSSING WATER
0 iEWER LATERAL CROSSING STORM
- - - - - - LAISTING GRADE
FINISHED GRADE
N N N N
Ln O
N
N N
0+00 1 +00
3.1
1.50' I Lj
42.78
LF ®1.48%
18" RCP
(fl
6
LO
>±
(fl
w ±
_
00
N !n H
a
+
ma
N
N
PVI STA = 3+00
ELEV = 209.70
LF ® 0.38% 24" RCP
50.61 LF ® 6.92% 24" RCP
7 CO M
O O O 00
N N N N
2+00 3+00
/♦♦ +
0
♦ I 0
225 220
220 215
215 210
210 205
205 200
200 195
195 190
N O
j l 0
�M I I
` ` ` I I NCG� 120117
IE,100-
POND SECTION
STORM DRAIN -0+50 TO 2+00
�o
a
J .U.iv
00 O Lq
M u1 O
Pr)
Pr) O N
O N
CO
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N H Z Z
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10' MAINTENANCE
ACCESS
\
2.
10' MAINTENANCE ACCESS
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100
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- Npp'-
-10-
-
N n N
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Sp
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G
6,
NP
TOP OF SHELF:203.00'
®s
HIGH WATER ELEV.
2�
NORMAL
POOL:202.50'
203.16
BOTTOM OF SHELF:202.00'
N
- - -EDIMENT
1.
CLEANOUT:198.00'
OTTOM
OF POND:197.00'
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER
POND HIGH WATER
ELEVATION SHALL HAVE RUBBER GASKET JOINTS
THAT CONFORM
TO ASTM C 443
HIGH WATER (1 YR): 203.36'
HIGH WATER (10YR):204.52'
HIGH WATER (100YR):205.15'
- - - - - - EXISTING GRADE
FINISHED GRADE
O)
((0
N
0 CO
00
O
N
O
O
CC
N ON
CC
ON ON
04
0+00
220
215
210
205
200
195
190
1 +00 2+00
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
4Dsite
solutions
00 civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
CAROZ//
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REVISIONS
PROJECT NAME
SOUTHVIEW
PARK
SUBDIVISION
(ZERO LOT LINE)
DUBAI LANE &
POND CROSS
SECTION
PROFILES
CLIENT
FAITHWILL HOMES
3840 Legion Road
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1722
DRAWING SCALE
HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
DATE RELEASED
APRIL 27, 2022
SHEET NUMBER
C-502