SW6220201_Plansheet C5.6 - SCM Detail_20220510

/ C'
\ �o. cp,1_'A
1
PAD 280.90 I
N
0�
I PAD 279.90 wok
O 1 v
r-" 1
k �
I
I�o 'ate
280
10
w cv
\ \ \ \ �(51
OPAD 281.60
\ C-1
I .11
'J
/ 282 •�� I I' r
290
285
280
275
270
265
god
255
250
BRIM 278.45 1 I I INV IN 27°
INV IN 268.07 (MH 3) 94.33 LF 18+00 .3�'32 INV OUT 21
7 - INV IN 269.97 (MH 5)� ®°'S5q a" sDR 1 GREENBAY STREET . _SS� o I6" GV
INV OUT 267.97 (MH 20) 11+53.8
SDR 35 PVC
"\\ � / / / / �� 35 PVC 50' R/W 137.01 LF ®0.64% 8' > \ 6,.X6., TEE
CI 47 9M < 03 PAD NDATI --FH_) 18 v Z, �1+63*11
PLUG &TAP 2"
/ 1.5' FOUNDATION SDMH 56 11+73.8
\ c
■ / - - WALL QV 7 - - 2 GV
16+88.22 0.00- - 17+81.3 N I Z 11 +83 8 1 -RIM 278.50
�� ■ \ % , / _ 542 0 �/ Q? h INV IN 268.69 (MH 2) 00
INV OUT 268.59 (MH 4) Mc�i) c 0 1
Cb. ® �C 12+16.3
■ / -� TOP: 277.4E
I ■ \ w nj�o _FES 48 1 J3 n INV: 272.48
\\ ® \ -, , MH 1 12+36 .3
rn
�` / \ 12+41.31 6.00 R TOP: 275.4
.3
-10■ 1 - ,� RIM 275.18 I INV: 271.0
\ \� ■ \ \ �h \ \ \ _ 260 - - - - - INV OUT 270.18 (M ; 2) • 1
CA C�
I y� ■ SDMH 23 - _ - - _ _ I I
■ I j0 _ ---- --- ------ I_ - 2" GV
o ! UTILITY EMENT - - i I12+74.7
' EAS / --_ ----- t
o �NYZ 06.789 FES 24 ------ - = 2 BO
toe)10 Z o ■ 8 SDR 3gSp � � - - - - - r I 12+80.0
o� rn ��Z ■ ! FES 52 _ _ _ _ _ 265 = RI 54
26= 8 X4 CI 50 CI 49
3 0.00
� RIMIM 26266.21
INV IN 259.16 (MH 4)
INV OUT 259.06 (MH 23 (OUTFALL)) \ FES 55 �i 265•- ��
to 7 \ / f ■ ■ ■ ■ ■ ♦ \� - Q� / _
N o ♦ y. - _ �� 2�
1- YEN O I ♦ ♦� \ \ SDMH 51 - ■ ■ ■ ■ �o
�p I CLASSIFICATION: \ /
\ N N C `♦♦ 260■3�EMERGENCY SPILLWAY `�
' \ �\ ���`♦♦ 260: ANTI -SEEP COLLAR -
J , V_ V_ V_ V_ V_
� N
V_
to
STORM CI 45 TO FES 48
STORM DRAIN -0+50 TO 2+00
LO
LO
0
N 't M
N v
M `-'O �Lwi
Lo 00 C.. Uv
M^ c• 00N
nnN C.. LLJLLJ
+ N � 0. (0�On
COLD D c•�^ N
NZO �p•NNF-
rz
0 = -
F-Z Z
U»
NN�_Z Z
J ^
N �U
ri UUv
Ln OOLn
LOOn
n
n N
+MNNF-
L
\ \ �IQN
F-U»>
\ UL/IHZ Z Z
\�-16.81
LF
® 1.89% 24" RCP
24" RCP
2.25
\
\
6" WATER
p
)O
®
PCA ,9
`SO
9
\ POND HIGH
WATER ELEVATION
26.50 LF ® 1.89%
00
u-
J LO
(0=\
\
00 \
00
0o
N
+
>
(n Z
8" PVC
�3r"
NOTE: ALL PIPE JOINTS
ELEVATION SHALL
TO ASTM C 443
- - - -
BELOW THE STORM WATER POND HIGH
HAVE RUBBER GASKET JOINTS THAT CONFORM
- EXISTING GRADE
FINISHED GRADE
WATER
Ln
N
N
Pi L9
0j co
f
N N
0) M
^ f`
N N
00
N
0+00
1 +00
290 295
285 290
280 285
275 280
270 275
265 270
260 265
255 260
250 255
2+00
ao S,r
Y
N�G�O NPO
POND SECTION
STORM DRAIN -1 +00 TO 2+50
t�?
10' MAINTENANCE
ACCESS
ON 2%
TOP:270.20'
29,
10
100
2.
10' MAINTENANCE
ACCESS
- 1
ON 2% TOP:270.20' -
- - - - - - -
TOP OF SHELF:266.00'
NP\
BOTTOM OF SHELF:265.00'6'
NORMAL POOL:265.50'
-PERMANEN
ON CONTROL
EROS
MATTING
ON BACK
\
SLOPE
\
N
� N
\
N
\
FOREBAY
N
\
SEDIMENT
CLEANOUT: 281.00'
i
BOTTOM
OF POND:260.00'
HIGH WATER (1
YR): 268.94'
HIGH WATER (10YR):269.69'
HIGH WATER (100YR):269.79'
- - -
- - EXISTING GRADE
I
FINISHED GRADE
O
Ln M
0)
0
LO
O
0
M
Lp
N
c0
N N
c0
N N
N
00
N
N
0+00
1+00
- --- + SR 1117)
--_�_-�-- o NURSERY RO(p (SR
/
60' R/ \
--a_
INV 299.60
INV 296.70 811)(6" iEE, i25TO- " -
0+62.3
6" GV
0+72.2
I
Jul
0 PAD 301.10 Gj92
/4A■■oS,TFc. STORM DRIVEWAY PIPE
I 2
a 5
011
?GG\2O
295 320
290 315
285 310
280 305
275 300
270 295
265 290
260 285
255 280
2+00 2+50
STORM DRAIN -0+50 TO 1 +50
/ /
/
INV 299.60
INV
LF
296.70 /g16I
i
RCP
r C�P55 �v
18
- - - -
- EXISTING GRADE
FINISHED GRADE
f)
p
N
b
p
N
N
O O
00 7
Cq
0
0+00 1 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
320
315
310
305
300
295
290
285
280
160
04 4Dsite
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
`,wiCARO
2 : OF SS ;0. •�L
SEA
02
•• I N.. ••: ja���
T
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
STORM
CI 45 TO FES 48
POND SECTION
DRIVEWAY PIPE
PROFILE
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-506