2023-09-12_Stormwater Plans_Wingate Univ Village-Now called Elm Crossing.pdf

V)
F_
w
w
z
Q
o'
0
0
U
ro
F_
ai
3
10
0
a�
c
(6 O
U =
N
L
a
N U
0
L L
M O
o a)
N N
r-
N
rn
w
m
O
E a
ru !
4� w
o
a ii
N
0 10 20 40
1 INCH = 20 FEET
P P
MATCH TO INSERT ON LEFT
---s gj _
56i
5;,s
I
)7
I /
SS-- \7gg-�\33
LEGEND
RIGHT OF WAY
PROPERTY LINE
ADJACENT PARCEL
EASEMENT
FACE OF CURB (FC)
BACK OF CURB (BC)
EDGE OF PAVEMENT (EP)
CENTER LINE OF PAVEMENT
CONCRETE SIDEWALK
- -
PARCEL LINE
SETBACK LINE
STORMWATER EASEMENT
SANITARY SEWER EASEMENT
-
-
LANDSCAPE BUFFER
FENCE
SIGN
TREELINE
—
STREAM / CREEK
—
POND
WETLANDS
XXX' PERENNIAL STREAM
BUFFER
-
-
FEMA 100 YEAR FLOOD
i
WETLANDS
>
DITCH CENTERLINE
RETAINING WALL
- - -
EXISTING CONTOURS
PROPOSED CONTOURS
SF
SILT FENCE
XX XX
TREE PROTECTION FENCING
STM
STORM PIPE
Iff
RIPRAP APRON
o
HEADWALL
LOT 28
PARCEL NUMBER &
PAD 625.45
PAD ELEVATION
750.40
SPOT ELEVATION
HP 750.20
HIGH POINT SPOT ELEVATION
742 67 TW67 TW
TOP OF WALL AND BOTTOM OF
738.65 BW
WALL ELEVATIONS
M
M
SHEET MATCHLINE
:RSITY
AYLOR
885
7
--1
I
I
I
--GRAVEL PARKING--
I
I
I
CONC. I
RAMP
MATCH TO RIGHT
12 SAN
2 'J-. I
� 4
z
w
/
w
a
W°
W
Ly
0)
_z
Q
m
o Z o'r
�
U ZI
U
-will (51
� RAMP
P _�P _ P
CURB �
W- WILSON ST CET
C
SIDEWALK
CURB
0
U
C
�L
C
c C
■� 00
N O
L N CL
C) 00
�_ U
N
o z 00 +,
t� 4 U
O
M L i
a=ItoI�
WItt6 0
,-IUnLL
NORTH CAROLINA COL
P-1888
. � . pF S Oil; .•% ';
¢
' SEAL
039811 =
.NG I N E'���'
'•. l
. CAN
..�
'r•r........
September 12, 2023
Q
z
I —I
J
0
L.L
Q
U
2
DC
O
z
z
z
O
Q
U
J
z
�
O
0
U
z �
�--�
W
o z
Q
Q
p� w
z
O
0.
LL
U) U
O
w
z
z
J �
o
LL Lu
m
z
O
a
U
V)
w
0
w
Q
0
DRAWN FC
DESIGNED I FC
CHECKED I DC
PROJECT # 1230124
SHEET NUMBER
C-500

8" SAN 56
Ss
d d O
in 4-
o � \
� ~ N
Go \
ra
m
0
U
ru
L- a)
c E
ru O
U 2
c L
G j
N U
O O
m o
Ln L
d
0)
M c:
O
� C
W
co
QO
E a
f�
a--+ W Ln
O
d LL
- 1 11- 1 L I
RIM=558.36
INV. IN = 553.43
J-AElZ!J.1S VV1a - AA
- --- --- ---
0 10 20 40
1 INCH = 20 FEET
N
-t—ss— — — —
s
a
570
560
550
0+00 1+00 2+00
0 10 20 40
1 INCH = 20 FEET
0 2.5 5 10
VERTICAL: 1 INCH = 5 FEET
570
560
550
.ncen.me
E
O
U
�1
C
L
c
O
00 CL
@J
W U N
N
00 L
a
to
) fu
tm � U
O tD
M O
C
W��'t
.�UNLL
NORTH CAROLINA COL
P-1888
CARo.
oFEssio�
SEAL
039811 =
rrr���•
September 12, 2023
Q
z
J
O
Q
U
2
O
z
z
z
O
Q
U
J
z
�
O
0
z �
I� (D
w
o z
Q
Q
p� w
z
O
_
=
L L
(� U
o
I� w
z
z
J �
o
LL w
m
z
0
a
U
V7
w
0
w
a
0
DRAWN FC
DESIGNED FC
CHECKED DC
PR03ECT # 230124
SHEET NUMBER
C-500

(1)
� L.
U 2
c� L
G j
O u
Ln
m o
Ln
co
N Z
Or,j a)
N 'C
� O
rn w
m
QO
�r)
f�
}' LLJ
41
O
I ILL
EXCB9
JB1
JB2
JB3
O 7
O ipM
ul I O M
� Ll1 O�
W�OI�
� �O O
O�
O �
II
.--i � II
+ II
� � II
+ II
°��L�n II
+ II
O� +
m 0 Lf1 rZ-i
O z Q
N z Q
M Ln Z Q
U
EX CB 4IN
x��>
m� zZ
m��zz
m��zz00
w��z
OM Ln
M
PROPOSED GRADE O
ER PIPE
m M ii p
\
X H >
w cn z
I
I
EXISTING GRADE OVER'
PIPE
_________
--
93.60 L.F.
24" @
1.00%
202.86 L.F.
8" SAN�
24" @ 2 60%
_
INV.-556.80
-
71J4 L.F.
24" @ 0.60%
W
�
w
�
w
�
w
�
OOi
O�
O
O
�
�
M
OM
W
LQL
W
CO
Ln
L!1
lf)
Ln
lf)
L(1
lf)
L(1
580 58000
00
570 570
560 560
550 550
540 540
0+00 1+00 2+00 3+00 4+00
STORM BY-PASS PROFILE
0 10 20 40 0 2.5 5 10
1 INCH = 20 FEET VERTICAL: 1 INCH = 5 FEET
v I /------------- r P _
------------
t------------
1���15 NIVVy P d P P -- P
M
N 0 44 �q—
�� d Stu b --- - - --------------------------
MH 6 d 0
+ p d\
I tt
F y o+ zo
Q+ d\
� � 1
X CB w - o
�I
N .. d
JB 3 a
L - d
III m
2A
-0. --------------
(� J) ------ - -
�
!IIO
a a a ON I -
N N ro I
.- N � I
c� N Ln MH 5
(J j > � N N I� I
° w w N Co
V) U) N (n
o to I
o w
I
w
M � Q
1
W
II I
V) F-
a I
II � -
_ I
- N O
I — I
1 CL
00
— I LL] C00 )
o
MH3 S o �I >LL,
+ 0 ss +0 M I I �wMo
W ° sl I LLI J o z
Q Q �
W N 3B1 "SAN zvoa
2 00 S + I o
U) CB 2 S� L0 I
I: 2+19.55
24" STM °o
o SS
I
J +
3
�t
W z 3+ �
0o D I
3 JB 2
U
� � w I f
6 Co 15" TM
4+00 4 1 o v MH 4
a b b
I
N N 00 I CB 3 a e I
X MH � . I
ss o I I I
+ I I
O I I J LL1
XCB I 1 I w_rn
5A o O O z I I pQ�°°o
/ ' I a Q I 1 Z Q m N
Z d
'( I Q N
5�„RCP �JoM�
2 o w M0
a w N O �2Zco
5 jjl ~ , I + I I 2 Q Q Z
O� C I � I� wamm�
„ RCiP i LIJ
M I I iO I I I Z Z
2� 11 w i
PLAN
0 10 20 40
Z ,
1 INCH = 20 FEET
E
0
U
�1
C
L
N
C
C
O �
W � U N
N
Ul) Z 00 L
O tD
M O U) C
W�ra�
O �c O �
NORTH CAROLINA COL
P-1888
�N CgRo.
oFEss/

a�
c
ro
U
LL
a
00
Ln
M
N
O
N
\
N
O
Q
fu
41
0
O
L
a
0
V)
rl
Ln
U
M
Lu
J
LL
0
a
0
Ln
0
Ln
U
N
ri
O
M
N
V)
a
I
O
0
i
U
i
0
c
Ln
V)
O
U
E
Lu
a�
0
2
a)
U
Q
a
c
Z
a)
c
C
Lu
co
Lu
LL
580
CB 1
CB 2
CB 3
�
� �
N
O
O N
Ln Ln
Ln Ln
Ln
Ln o
W I`"'i Ln
O N
31 II
O� r `! Ln
IID
+Ln
+�
+�
O H
N ul -0
T Ln Q
�¢�>
Nam»
"'a�>
U Ul Y
u U)
co
U L) OC
570
PROPOSED GRADE OVER PIPE
EXISTING GRADE OVER PIPE
--
560
-
15" @ 0.87%
219.55 L.F.
_
15" @ 0.80%
6" DIP WL
NV.=556.98
6" DIP WL
INV.=555.52
8"
SAN
INV.=S
5.14
550
SITE
STORM PROFILE
540
0
10 20
40 0 2.5 5
10
CJ
LW
C7
LL
CJ
LW
C7
LL
CJ
LW
LD
LL
LLI
Li
LW
LL
1p
t0
+�
Ol
CO
W
ti
0W
I
W
W
LL
t
m
V'
N
00
�
7
°
1 INCH = 20 FEET VERTICAL: 1INCH =
5 FEET
ti
Ln
Ln
Ln
<}'
Lr)
Ln
0+00
1+00
2+00
3+00
4+00
5+00
Ln
M
+
N
0
00L
—
J
a
16
1+00
CB 1
I
CB 2
I
1-5"ST—M
I
I
I
I
!
+
I------
——---`o
��•
x
17
ii
�
I
II
M
I
I
I 1
IN
SEWER SERVICE (TYP)
5
I
I
18
+
9
I
z
I
- -II
- -
N
WATER SERVICE (TYP)
II
j
6" WATE
I 19
m
Lo
ofLLI
I
N
N
N
-----------.
;
1
1
N
II
6
I
Lo
I
z
10
W
No
I
o
+
SERVICE (TYP)
20
IATER
�+
I
1
I
N
II
Y P
CD
,I
Ilb
rn
�
i
III
I
I
60
21
!
I
I
I
~
I
�
�
�n W
�
I
o
o
0
W
IN
11
Ln
22
W
W
l�
VJ
I
�
23
?
�
1
Io
6" WATER MAIN — /
�y
<
°
+
--- I
-
I o
+
I
I
N
24
'
L
�
I12
0
3 0b
I�
3B2
J63
L�
—
3+00 — —
— —
0
I
24" STM
D
'O
v
WM
Q
o
25
r
13
—
—
CB 3
WM
0
X CB
sT
—sr—
�0—sr
3
J•B•
P LA N
_
14
�
_
+
o
E 4+0 .85
"
WM
I
1 INCH = 20 FEET
_
—
27
I
MITCHELL L. EUDY
—�X — — —
WM
AND WIFE, MARILYN EUDY
— _
d °
EP: 0+44.16
D.B. 930, PG. 869
_
P.N.09022106A
I
#4
E
O
U
�l
C
L
a)
C
C
00
O
°N°
@J
W U N
N
tZi a-
o Z 00 L
lu
O �"U
tD
M
M O C
LuO ro
� �
,-I U N LL
NORTH CAROLINA COL
P-1888
C A f� o 'i
�� •.....,
9;�10.
;•�
SEAL
039811 f=
.�y ••.....••
14.
C P"\A .'�
September 12, 2023
Q
z
J
0
U
0
z
0
U
z
N
O
�
z
W W
J (
D
Lu
LL z
Q
0
DC w
z
O
C).
=
O.L
U
o
w
0
z
J oC
0
C� W
m
z
0
a
U
Lu
0
Lu
a
0
DRAWN FC
DESIGNED FC
CHECKED DC
PROJECT # 230124
SHEET NUMBER
C-510