20220413 Ver 1_Copper District - Culvert Profile Export 1.pdf_20220623

aim
0
U
0
Q
a
0
c
0
_
I
a
0
E
Y
O
T
0
0
0
U)
U
°
U
U
0
Q
a
O
°
0
_
I
T
0
E
Y
T
0
Q
U
a
� a
w
J O
o .o_
m U
00
z
Q
°
Z
c
m
� 3
J 0
0
o E
/ E
U) U
o
N
a
-C (0
V)
s= .,
0
a_ 0
U�
U U
a
0
o
o Q
E
z a
U
U O
f1 0
0
m
Q)
Q
o
a a
L �
� a
o U)
I °
U
z
U
O 3
a 0
U .`u
L U
� a
o a
L �
N m
a
a a
o °
U o
�I .0
� w
O °
a
o
>0
w '�
r� �
J
o
_�
Q�
[Y a
/ c
0
N
E
Q U
00 L
� o
o °
Q
N E
N L
O m
N
o °
U)
U
L C
a .
cD -°
L6
U
U)
o a
CN
J U
z
w a
� a
J O
U a
V) 0
� U
N 0
U °
U
U)
C
U)'
Q �
U U'
Uo
-Y
U
a �
E
m D
U
U o
U a
o
d ~
/
PUBLIC STORMWATER /
MAINTENANCE AND
ACCESS EASEMENT
40
l
IN
w / /
UA i rn /
/
/
/
/
\ 0
W`
FH
Q; STA: 19+61.90
P
P�
TOWN OF CLAYTON PUBLIC
UTILITY EASEMENT 3p3'
/
O /
0
CP
C
ON,
/Tq
NOTES:
1. ALIGNMENTS SHOWN AS UTILITY CENTERLINE ALIGNMENTS. REFER TO
ROADWAY PLANS FOR ROAD CENTERLINE ALIGNMENT AND PROFILES.
2. REFER TO ROADWAY PLANS FOR STORM DRAINAGE STRUCTURE AND PIPE
DESIGN INFORMATION. ALL STORM PIPES SHOWN FOR REFERENCE ONLY.
I GRAPHIC SCALE IN FEET
0 20 40 80
I
I
I
TAP
STA: 29+11.01
u
SSMH-28
- STA: 14+03.95
r RIM: 314.87
INV OUT: 308.00 (SSMH-26)
III I VALVE
�k /-STA: 29+18.79
—PLUG
STA: 29+21.25
\I ,
�RJ PIPE STUB FOR
FUTURE EXTENSION
VALVE
STA: 29+11.06
STA: 29+11.13
1 �
330 GRAPHIC SCALE IN FEET
0 20 40 80
328
HORIZONTAL
EXISTING
GROUND
326
n W000-aa�o
rn
0)
Of
+ + +
+
+
324
N = N-= NW
U
N
N
PROPOSED GROUND
Q9-�
W-Q
— _
/
>tn
_U), CAI W
>N
_
322
/
\
LO
/
+
N
M
/
\ \
\
0.
N
a�
�cn
°1
°� 0
+_:a
N
0)
320
/
a
<a
\
aN
318
/ > fn n
/ a IN
\
Q
>
H
rn
\
/ �+
316
a N
CD
�
i + _Cn
4.00'
MIN
314
N
M o/ / + N 4.00' MIN
0 M (0 N 7(1Q
4- + / N
15" RCP
312
i
Z� N) 4 N dQ
Q U)
m N O
Q ~ N
o + N ~ N
8" PVC
WATER LINE
310
M 00)) N
o + fn
tO N a a 1 " RCP
H N
16" DI
WATER LINE
308
+
N HN /
\
I
306
N
N
N
/
—
GO
304
>Cn
IR50)0
M Q��4.00
' MIN /
a.<
04
-a
o,
$ ; 04 (0N
8" PVC
16"X8" TAPPING SLEEVE AND
/
\
H+
NN
N-XQ
�N `_Cn
WATER LINE
VALVE FOR 8" PVC WATER LINE
TO RESIDENTIAL METERS
302
4.00' MIN
\
\
X '
to N
/
300
BEND
WATERLINE
UNDER STORM PIPE.
_1
3.00'
MIN
/
8" PVC ENSURE
WATER LINE
18" CLEARANCE
298
U_
296
z
Z
18" MIN.
ILI
16" DI
WATER LINE
6" P
C
\
294
24" MIN. CLEARANCE
16"X8" TAPPING SLEEVE AND
\
/
\
VALVE FOR 8" PVC WATER LINE
\ \
D
TO RESIDENTIAL METERS
292
/
18" PVC
to
BEND WATERLINE
UNDER SEWER
PIPE.
/
290
ENSURE 18" CLEARANCEno
U.1
w
"
7'
N
288
w
U)
'
I
Z
J
Li
286
284
i a)
co r-
Co CD ��
N
N
O LO
cD
co
O �
O L
zt
P7
O�
N
0)
I'O 0O
0 �_
N N
N
0j �_
Lri
�
N
N
N
�`�
�`�
r7
r<j �`�
M
r7
L
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
2
Know what's below.
Call before you dig.
LIMITS OF DISTURBANCE: ±55.00 AC
NOTE:
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
NCDEQ, NCDOT, AND TOWN OF CLAYTON
STANDARDS AND SPECIFICATIONS APPLICABLE. IN
THE EVENT OF A CONFLICT THE MORE STRINGENT
STANDARD SHALL GOVERN.
SURVEY NOTE:
ALL EXISTING ON —SITE BOUNDARY AND
TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN
A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY
PREPARED BY BALLENTINE ASSOCIATES, P.A. 221
PROVIDENCE ROAD CHAPEL HILL, NORTH CAROLINA
27514 (LICENSE NUMBER L-4732) 919-929-0481
DATED 10/29/2020. RECEIVED BY KIMLEY-HORN ON
06/30/2021 UPDATED ON 08/10/2021. OFF -SITE
TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY
AVAILABLE GIS DATA.
Signature:
Signature:
Town of Clayton
Approved for Construction
Date:
Director/Assistant Director of Engineering
Date:
Planning Director
Town of Clayton Engineering must be contacted at a
minimum 48 hours prior to the commencement of
construction activities. The Town of Clayton will not be
responsible for errors and/or omissions on these
approved set of plans.
N
\ LtJ
00 ~
N
0
(n
Z
W
12
0
U �
O
w
> v,
w
>
z LtJ
0
0
w
In
z
0
a_
LLJ
z
O
r-
N
U U L0
z Z
O
o
N
Uj =
LLJ
QJ CO
Q
O O 0
Uo
Q � X
0
ol,,QoN
Z�L�=0
5 0 o
ZCnow
O L�
J
U w N :
w I- Y
W O
J Cn
—
� w
� �
J
N w w
O Z
N 0
■
LLJ
0
Q
LL_
N
U �
_
N
O
Q
J
m
w r�
O
=
DO
wN
Cn
Q I\
m
�
Q �_
0
w
m
Q
w
= O
N
_1
CD
�
C)
Q
�
Q
w
�
o
o
C)
W
J
LL
0
0.
v!
U_
w
I..L
LLJ
Z
�
0
w
a-
zo
O
Q
Z
w
U
0—
U
Z
Z
Cw
W
2i
O
w
Q
o
�
p
J
W
�_
C)
w
O
U
z
o
SHEET NUMBER
C5.6