SW6220902_Plansheet - Other_20221102 (7)

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W TOP: 219.40 I m z
W INV: 214.40
In CI 14 CI 15
Iw SOUTHERLAND PEAK DRIVE /
Cf) 50' R/W (PRIVATE)
6" GV / 23+05.29 - 23+25.29 24+65.29 24+88.90
�� 0+27.0 TOP: 213.49 TOP: 212.83 TOP: 208.21 TOP: 207.43 =
O 5° BEND 8" GV _ INV: 208.49 INV: 207.83 / INV: 203.21 INV: 202.43
O 21+22.3 22+17.3 CI 16
+ WS 8 - W8 W8 _11 W8 W8 W8 WfCI 19 W8 )
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21+ IL 22+07.3 MH 10 24+00 25+00 6+00
Q ro _ I _ + 22+0o S_ SS
In _0o I M H 11 / 23+00 / M H 9
W------------- -- ------
z
J[ND � � CI 20
_.2 _ - CI 17 26+25.18 26+43.1
�4+71.98 24+81.98 _ _TOP: 202.75" TOP: 202
C_ / 23+86.98 -TOP: 207.81-TOP: 207.47 INV: 197.
- - - /- - - - - j - TOP: 210.64 -- - - - NV: 202.81 INV: 202.47 - -- -- - IN 197.75 i
10' UTILITY -f - - - / / INV: 205.64 PO 21-
EASEMENT + - PO 18�
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21+46.33 �-
TOP: 206.37
INV: 201.37 / �C
76 / ,� 75 _ 74 73
J \ S24 205
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SHIM82096.08 97
7.17
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501 R/W (PUBLIC STREET) 501 R/W (PUBLIC STREET)
ROADWAY PROFILE 21 +00 TO 26+50 ROADWAY PROFILE 26+50 TO 31 +50
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HIGH POINT ELEV = 217.49
HIGH POINT STA = 21+34.38 _
PVI STA = 21+73.39 00 -o
PVI ELEV = 217.85 ri O N
225
A.D. _ -4.02% P N-
225
K = 30.26 04
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- INV 211.50 (CI 17)
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36" �33pq
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UNDER STORM 206.86
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26.00 LF ®0.967
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RCP \
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024+65.327.06 LF ® 3.51% 15" RCP
201.32
0
24+8
200.512
200
200
1
NO 200.50 (CI
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7.65'
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195
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19 5
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0 SEWER LATERAL
CROSSING WATER
0 SEWER LATER
AL CROSSING STORM
- - -
- - EXISTING GRADE
FINISHED GRADE
I
190
190
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LOW POINT ELEV = 196.85 c5 N F-z z
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LOW POINT STA = 28+56.24
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PVI STA = 28+28.76
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205
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PVI ELEV = 196.23
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205
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A.D. = 4.64%
K = 28.03
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WATER MIN COVER 36"
24.15 LF ® 3.31% 24"
RCP 26.00 LF ® 1.15%
18" RCP
195
195
26+77.6
�193.74
28.83 LF ® 1.18% 24" RCP
26+99.9
8„ 1.66'
193.22
C900
I
1.69' i
31+36
31+15 7 0192.14
0191.73
PO 25
55.15 LF ® 4.90% 18" RCP
I I I
1p7-67
INV 190.50 (CI 24) 1
SDI
1 1
190
LF ®2
20LF CENTERED I
28.35 LF ® 8.33% 24" RCP 16.61' 20LF DI CENTERED
190
559. 8„
UNDER STORM 5.11'I i UNDER STORM
> o j + N
SO R 26
PAC
I
CD00�00n
156.60 LF ®0.60%% 8"
t
00 n
SDR 26 PVC
112.19 LF ® 0.60% 8" SDR 26 PVC
160.32
LF ®0.60% 8"
W
Ld
SDR
26 PVC
185
> ;
185
W+ +
aON00N0ON
180
180
0 SEWER LATERAL
CROSSING WATER
0 SEWER LATERAL
CROSSING STORM
- - -
-
- EXISTING GRADE
FINISHED GRADE
I
175
175
N
N CO
00
CD
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21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
■
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO,���''
SEA
02
.. G I NE ••: ja���
COTT
oz/ U5=22
REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
SOUTHERLAND
PEAK II
PROFILE
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
APRIL 5, 2022
SHEET NUMBER
C-5n 1