SW6220805_Plansheet C-5.0 - Other_20221019

N /F I
JOSEPH F. BYRD, JR I
DB 805, PG 259 I
I
APPROXIMATE LOCATION
OF EXISTING WATERLINE
1/2"
ERB'
9+70.43 10+01
TIE TO EXISTING
WATERLINE i
I
N/F 12"X6" TS&V
JOSEPH FITZGERALD BYRD, JR. 10+23.4
DB 1972, PG 679
I
TBM
4D DISK #1 I
N 585,284.691
E 2,115,324.766
ELEV 244.58 1
NC GRID NAD 83 1
(2011)
NAVD 88 1/2"
— ERB
I
I
N /F I
MARCUS ANTHONY TART & WIFE, 1
ANGIE S. TART
DB 2093, PG 576 I
270
265
260
255
250
245
240
235
230
225
220
EPK
I
I
I
II
I
0
O
I
EXISTING POWER UTILITIES
TO BE RELOCATED —
11+00
16 W6 0
Wg 6"X6"X2" TEE
-- -- -��� 12+78.6
10+11.8
— o
r10+56.4 1/2" FH
FH ERB 12+59.2
i
?0 X UCER
10+21.0 �6" GV
/ 2" GV 12+88.0 13+39.
11.25' BEND
I 10+39.7�� GV
\ 2 � of
N /F c
LAT�SHA DIANE WILSON
D 3996, PG 692 r 1
P3 2021, PG 179 15 M 1
m
/ >
to
m1
Z
In
w
U
U
Q
t—
�_j I I
ui I I
J U
m
�D I 1
cc,
ALDERMAN COURT
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 9+00 TO 17+00
HIGH POINT ELEV = 248.37
HIGH POINT STA = 10+95.04
PVI STA = 11+45.04
PVI ELEV = 248.12
A.D. _ -1.38%
K = 72.68
100, VC
�
N
t !
01
+
II
c6
LOW POINT ELEV = 244.50
LOW POINT STA = 13+74.69
PVI STA = 13+24.69
PVI ELEV = 244.75
A.D. = 1.37%
K = 72.76
100' VC
N
II
w
-'
w
rn
u7
O
M
M
c+D
u
�
N
u
0.50%
Q
N
J
/
— —
— —
-1.88y
— — —
>
a
w
—
LOCATION
EXISTING
12" WATER
_ —
-0.507.
MAIN
6" C900 WATER
------
___
LINE
36" MINIMUM COVER
— — — —
CONTRACTOR TO LOCATE
AND VERIFY EXISTING
LOCATION PRIOR
WATERLINE
TO INSTALL
X +
NO
1
2" SDR21 PVC WATERLINE
Q
��
co
UjI
N ° I
(n6i—NO
Qt x06
2 N X + O
U_ r N > 00
O — U 00
N
0_
w
�
tY O _ Oj
ro
N O) +
X+to ->�
t0�—OQ
N (n
00
+
>
c�Q
M—CVO
o DD
00 +
N LO
— — — — —
EXISTING GRADE
FINISHED GRADE
�
co
N
0�
c0
N
O
(0O
0
N N
N
r
N N
0)
co N
C0
N N
M
Ln
N N
00
6
d
N N
to
N
L64
N N
N N
r
n CD
N N
N
d
N N
n r
N
N N
N
rj N
N N
cD
n
N
270
265
260
255
250
245
240
235
230
225
220
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
1 4Dsite
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
CAROZ//
�—.40 SS0..�L
SEA
02
.• G l N.90 E
OTT
REVISIONS
PROJECT NAME
FAIRGROUND
FARMS
SUBDIVISION
ALDERMAN
COURT PROFILE
STA 9+00 -17+00
CLIENT
AGS LAND, LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1862
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
SEPTEMBER 15, 2022
SHEET NUMBER
C-5nO