SW4210801_Plansheet - Proposed Conditions_Site Plan_20220105

FIRE
APPARATUS
ACCESS /
EASEMENT
S43° 5449"E 112.00'
d 4°
sa
1
O
d
Q /
3.75' / I 15.4
FIRE
APPARATUS
ACCESS
EASEMENT
o°
2 6
<,,ss ' 00,
?88, �.
SCALE. 1" = 30'
KELLY D MEADOWS
129616
ALAMANCE COUNTY
17711392
SIZE. 7.48 AC
USE. SINGLE FAMILY RESIDENTIAL
0
LEGEND & NOMENCLATURE
SYMBOLS
LINETYPES
10
Ex. iron pipe/rod or nail
❑
Traffic signal box
Tri g
O
Sanitary Sewer Manhole
SS
Ex. Sanitary Sewer
Ex. concrete monument
Iron Rebar Set
(D
Utility pole
W
Ex. Waterline
New iron pipe
V
Fire hydrant
Lamp post
Calculated point
�
Valve (water or gas)
�
Signal pole
OH
Ex. Overhead Electric
©
Cable pedestal
O
Existing Iron Found
❑
Guy wire
UGE
Ex. Underground Electric
❑T
Telephone pedestal
°@
Sanitary sewer c(eanout
Q
Calc. Corner
Ex. Storm Drain
SD
0
Electric pedestal
❑
Storm curb inlet
Straw Wattle
- X X -
Ex. Fence
❑F
Fiber-optic marker
®
Drainage inlet (w/grate)
Silt Fence Outlet
Ex. Treeline
ABBREVIATIONS
NOTES SYMBOLS
Outlet Protection/
SS
Sanitary Sewer
Plunge Poo( Riprap
DB
Deed Book
CE
Construction Entrance/Exit
O'0'00 o
Inlet Protection
W
Waterline
PB or BM Plat or Map Book
DD
Temporary Diversion Ditch
°o o
.0pOo
(Block &Gravel or
Hardware Cloth)
OHE
Overhead Electric
N/F
Now or formerly
pp
Permanent Diversion Ditch
UGE
Underground Electric
Pg.
Page
IP
Inlet Protection
SD
Storm Drain
SF
Square feet
SB
Slope Blanket
X
Fence
AC.
Acres
R/W
Right-of-way
SF
Silt Fence
Treeline
NCSR
NC State Route
F�
Silt Fence Outlet
Baffles
NCDOT NC Dept. of Trans.
SW
Straw Wattle (12" see details)
Diversion
R/W
Right -of --way
TS
Temporary Seeding
Temporary Slope Drain
Ex.
Existing
RCP
Reinforced concrete pipe
PS
Permanent Seeding
SF
Silt Fence
PVC
Polyvinyl chloride pipe
TP
Tree Protection Fence
Limit of Disturbance
LD
(M)
Measured
CW
Concrete Washout Area
Tree Protection
TP
AG
Above ground
Silt Bag Dewatering
BG
Below ground
BM
Blanket Matting
OP
Outlet Protection/Plunge Pool
c1c
WCr
W
m
p W O
rn L o
W
V S43° 58' 03"E
U S43° 58' 07"E
Q 12.37' 23.62'
Adbk
ACCESS EASEMENT
4
a
14 13 12 11 10
C 30240 SF 30240 SF 30240 SF 30240 SF 30240 SF
0.69 AC W 0.69 AC W 0.69 AC W 0.69 AC 0.69 AC
w
CD W O
o
jr o
K! I N N V N O o 7 N
Z Z Z m N Z
a
Z
NO PARKING FIRE
LANE SIGNS (REFER
'a TO D103.6 OF
APPENDIX D OF NC PROPOSED VARIABLE WIDTH
' STATES FIRE CODE) CBU EASEMENT PERMANENT DRAINAGE
a LOCATION
i
S43054' 49"E 112.0 '
_ o COUR o
60' PUB R Q0 CX
��S N
29.7
N ° 55' 4' �8 0 43° 54 85. 5 4 �
2, o
p o ryry
0
o°
6�880
A /
NO PARKING FIRE
LANE SIGNS (REFER o
TO D703.6 OF
APPENDIX D F NC
STATE O FIRE CODE)
- MHO- _
0-- ---3HO-
15
45397 SF
1.04 AC
0
U
W U
= a c�Ln a
,cn N Q 00
n cc
NC GRID COORDINATES 2 ^ C Z N
NAD 83(2011) y F • 0 m
N 811686.93 (�
E 7875283.15
� oQ
N
\\ \ \\ \\ \ \\ \ \ \ \\ \\ \\ \\ \ \\ \ \ \ \\ \ \\ \ U
\
20' WIDE STORM \ \
DRAINAGE EASEMENT `
\ 40.00' I � U
H H \ \ BUFFER YARD �-f�.I' J U
11
J v1
\\ \` Z � a
\ \ LD o
9 8 7 z
30240 SF 30240 SF 30240 SF T C
0.69 AC 0.69 AC 0.69 AC \ W
` \ EX. L 1 W <t O to
w `\ \ ROAD z ^O
o N, \\\\ CULVERT W LDCL O Z N
Z N \ \
`\\\ El
W N�QN Q)
ZU
O n 9
20' WIDE STORM ` W CO [;3j )
DRAINAGE EASEMENT \ \ \ \ iz M O o ai
\ 10' x 70' Z N a U U=i, a�
\ \ SIGHT
�\ I TRIANGLE
S43° 54' 49"E 112.00' S43° 54' 49"E 112.00' S43° 54' 49"E 112.00' (TYP.)
SEAL
W
036342
F1�IL�1'� :
' 85.00' N43° 54' 49"W 85.00' N43° 54' 49"W 85.00 N43° 59' 27"W 104.36' ❑ \ I W �/ �, ..,yQ! a�. •� \,
E! IAs�\\\\
20' WIDE STORM
\\ RAINAGE EASEMENT
o_ _ MHO
r t HO- _ MHO
MHO- _
o
17 18 19 �'�0 H�- FHO�21 22 23
47045 SF 47065 SF 47084 SF 47104 SF 7123-5F ­3H t 47142 SF 47162 SF
1.08 AC 1.08 AC 1.08 AC 1.08 AC 1.08 AC ---3g1Q8-AC H 1.08 AC
MHO-cq
_
<V
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> NO m o
m 7 cf)
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ID
I
TYPICAL CROSS SECTION
60' NCDOT RIGHT OF WAY
6' 26'-0"
SHOULDER ZL PAVEMENT
2" S9.5B
1/4' /FT 1/4' /FT
1" PER FT. _
3•�
8"ABC
5
NATURAL
GAS LINE TO
BE LOCATED
IN THE
SHOULDER
L_
6'
SHOULDER
1 " PER FT. 1.5' TYP
3••7
n
'- ELECTRIC, CABLE, AND
TELEPHONE TO BE
LOCATED IN THE
SHOULDER
MARY MCGUIRE & WILLARD ISLEY
729675
ALAMANCE COUNTY
D.B. 4171834
SIZE. 50.39 AC
USE. VACANT
STREET LIGHT
,�-7-,
CBU (ACCESS
FRO 5.00'
d d
0
9 D �
CONCRETE PAD o
FOR CBU (PER
USPS)
w
r� - - 20.00' - - -
20' WIDE STORM `\ \
DRAINAGE EASEMENT \
O
o
�
�
0CC
0CC
\
W
\ \ o
EXISTING LOTS 7-6
\ \ o
it
O
` \ °°
v
w
` \ U
C
it
24
52556 SF
1.21 AC
\ =
Q
\
40- _
­3H
MHO- _ MHO- \ ` \ `nn
i
(�
_
MHO- _
MHO
V A
HE-
W
U
U
\
uo
n
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Q
uo
u
u
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n
\ \
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cn
c
r-
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4\
as\\
\
\
\
EX. RIGHT-OF-WAY
\ \
N
\ \
U
Ls'.RTW A5.00'
•
C
D OO
G
25.00'
90
0
0
20.00'
CBU INSET
SCALE. 1" = 10'
60
Know what's below.
Call before you dig.
GRAPHIC
30 0 15 30 60 120
(IN FEET)
1 inch = 60 ft.
Q
O
W
�4
C3 PROJECT #:
20-085
REVIEW PROJECT #:
XX-=
SHEET #:
C-1.3