HomeMy WebLinkAboutSW6220602_Plansheet (C-5.5) - Other_20220810145
140
135
130
125
120
115
110
105
95
10
00000
Lp
CO- V15-1
♦♦
o '�
W
o<
�, coo • • J
z ��oo moo I � � y � �as< yG� � � � � � � � � k � � � � • • _ � 1 � � \ _
FLUSH AT BLOW OFF & / �� �, I s � Z4 r. � _ 7 •
OBTAIN PASSING SAMPLE In 2 - �
PRIOR TO EXTENDING. / I O /�c / • • •
_6000/ m
1+ .4 I I••— I(n
2+11 BEND I 4+87.4 _ • \
12" 1 0+11.6 BEND / • • ■ FH ♦ I\ D
0+01.6 _
•� 0+34.7 \
-- ;22.5*
-- -- -- — — -- — -- -- -- -- - -- -- —�— -- — — I<�Illli�l• ■ ■ ■ ■ ■ ■ 9+41.2 -- \ _ -- -- -- -- ---- ��'m�. I
-0+150+0 -
-1+00 2+00 — — '3+00- — — 4+00+ — 5+0 '6+00� '7+00— — 8+00 — 9+00——10+00� ——11+00- — 12+00- 13+00� 1
12 1 W42 WI-2F ,M,z—I W12 12 1
1 / ✓ - / O
SR 2011 (A.B. CARTER ROAD)
+ .4 60' R/W - PUBLIC STREET
5+07.4 c^,o
TIE TO EXISTING - 1 m
WATERLINE
--- -- -- --�-- -- -0— -- — /r— �r�, ��Co�-- -- -- -- -- 7 -- -- -- -- -- -- — -- -- -- -- -- -- -- -- -- -- -- --- _
rr1
EXISTING
12" C900 PVC 1 I J 1 0 ��� n F 00'p�� I
OHO �iL�10i� I �
1, 7-0
\\ I I yG I I I Z I LV yZJ,� d'� �O �c9 �c'� �`P� I 1p I
OOZOO /�. o pOyG C'P �y OtJ'Z��
1 I O$< Z 1\ 6' I `,�G �� Z 1\ \ Co D I �' �' ZiPZ O «'y
v'�S� �T �� I �cSO20 �_� I I n m 1 Qd'�02 I 00<�y /'\ I �p�c� I
r— 1 �:' G� t,�. C>�t� O �Z /"�\ I Z I S ?\ 0 O 1 \ \ �tP
rn m O Ooos I o�� 00 �p 1 \ I u) C F O s�v �Z \ I I
o M I s ��� G)o Om
os �yZ \ I m
WATER EXTENSION NOTES
1. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DRIVEWAYS
IMPACTED BY THE WATER EXTENSION TO MATCH THE EXISTING
DRIVEWAY.
2. MAINTAIN A SEPARATION OF 5' FROM OTHER UTILITIES AND
POWER POLES. ALL UTILITIES MAY NOT BE SHOWN.
A B CARTER ROAD WATERLINE EXTENSION
WATER MAIN -0+50 TO 14+00
Er o
COVER
z
w
m�
-�r)
N
O-N O—m w r
O u7 rn
— — — C-4
N O
—
— — — —
42" MINIMUM
—
--
—
U>
—
— —
_ —
—
— — — — —
— — —
N N
a �
= +
LL 0)
a
N
— —
—
» C,9O() PVC
12
TIE TO EXISTING
WATERLINE
w
>
>
00
w
>
QI
>
N
— — —
— —EXISTING GRADE
FINISHED GRADE
to
I�
Ln
0
On
o
c0
O
n
o
0
n
o
n
O
1-
r
o
t0
6
O
00
00
O
(0
CA
o
O
O
N
N
Ln
N
r6
r
r7
ui
co
Ln
n
r
C6
0)
N
rn
N
N
N
c0
N
N
N
N
Ln
6
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
145
140
135
130
125
120
115
110
105
100
95
14+00
200
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax 1910-426-5777 license number I G-2354
www.4Dsitesotutions.com
\ X x' \ 11CARO Z//
411%?o : pF SS D..�L
•� SEA <' -
02 4
G I NE•.•'���
Ug Uri-.22
REVISIONS
PROJECT NAME
TARRANT
ESTATES
SUBDIVISION
(ZERO LOT LINE)
A B CARTER
ROAD
WATERLINE
EXTENSION
PROFILE
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: (910) 779 0019
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1827
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-5n5