NCC230173_Site Plan or Location Map_20230120

NC55 CONST. BASELINE
TLRD CONST. BASELINE
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STA. 125+50 BEGIN
a
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GRADING TRANSITION TO
0"
A = 27'06'13" U
h MEET TRUELOVE RD
R = 2000.00
`
II
65 E
0
a
r164 28 51
L = 946.09
w
C = 937.29
E
w
PC = 123+88.60
co
END CONSTR.
PI = 128+70.67
vL'i 3
STA. 129+06.63
PT = 133+34.69
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FVPY CONST. BASELINE O
Vd = 60MPH
a o N M
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Ed=4.0%(4%max)
Lr=96'
Lt=192'
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SCALE 1" 50'
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EXIST CONDITIONS
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PIN.' 0675166276
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NC55 CONST. BASELINE
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DB 018196 PG 00357
PIN' 0675250206 ANDERSON BAREFOOT
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DB 017766 PG 0 18 14 PIN" 0675261226 TLRD CONST. BASELINE
LEGEND:
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USE t. E7AJTrA,`. DB 008591 PG 01751 ..
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DATE
PROP. PERM.
SLOPE ESMT.
USE. RESIDENTIAL GOOD114AN
PROP. 30' TYPE B Z!7,:JMi'" ?P. PIN, 0675262235
LANDSCAPE BUFFER PROP STREET LIGHTS
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® DEMOLITION OF EX. PAVEMENT
0
07122122
DRAWN BY
DB 017056 PG 0275
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PROP. 6' MEDIAN SHOULDER
(TO BE DESIGNED BY OTHERS) '------'t-t.4E-,4�StDEAFTS'i fi.
FVPY � ASPHALT PAVEMENT
00 _ (2' PAVED, 4' GRADED)
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` PROP. 150' ROW ZONING" r
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ASPHALT MULTI -USE PATH
B. WELCH
DESIGNED BY
B. WELCH
STA. 125+50 BEGIN -
GRADING TRANSITION TO
C0.00
o" A = 27°06'13"
o Oso2
N
^ MEET TRUELOVE RD pspa
PROP, NCDOT
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R = 28
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CHECK
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N64 28
L = 946.09
:
B. WELCH
C = 937.29
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SCALE
w
PC = 123+88.60
co
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END CONSTR.
PI = 128+70.67
•�
R-3 , STA. 129+06.63
ti
PT = 133+34.69
FVPY CONST. BASELINE 2
Vd = 60MPH
FUQUAY-VARINA PARK WAY
Ed = 4.0% (4% max)
I
Lr = 96' m
p 0
Lt = 192'
R_ 0,
I-ROP. NCDOT ST'D
STEEL BEAMCUARDRAIL
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0
In
465
SCALE r=so
PROP. PERM.PROP. 150' ROW
SLOPE ESMT.
PROP. 6' MEDIAN SHOULDER PROP. NCDOT 24"
m
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(2' PAVED, 4' GRADED) CURB & G�ER'
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PIN, 0675152846
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PROP. 30' TYPE B
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DB 017711 PG D0062
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PIN: 0675165<.-�
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NC55 CONST. BASELINE
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DB 018195 PG 00357
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PINU6�52602; TLRD CONST. BASELINE
DB 011766 PG 0.'L
PAVEMENT MARKING LEGEND:
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RESIDENTIAL
'ON1NG: RA
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USF RI-SIDFNIIA. Uri 008z ;
T70 - YELLOW EDGELINE (4", 90 MIL)
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i'T,NIhG RA USE. RE->
T61 - WHITE STOPBAR (24", 90 MIL)
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PROP. PERM.
SLOPE ESMT.
ZONI✓t ­Z
DIRECTIONAL TRAFFIC MOVEMENT (DO NOT STRIPE)
J
a
0
FVPY
CURVE
Q N
dS
N
STA. 125+50 BEGIN
a
\
/ Z
z
Q
ry GRADING TRANSITION TO
A = 27-0613"
p
MEET TRUELOVE RD
o
R = 2000.00
Q Y
N a 'n
5165
T = 482.07
o
v
r1p
N64 2a
L = 946.09
3
C = 937.29
Z
w
PC = 123+88.60
0
_
rn
a ^
END CONSTR.
PI = 128+70.67
LL_
�
w
z
STA.129+06.63
PT = 133+34.69
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FVPY CONST. BASELINE U
Vd =
X
U
FUOI Inv R„vN PARKWAY
0%
Ed = % max)
% (4
.(4
LLI
Lr = 96'
N
Lt = 192'
-
ru0ulV-vne: nln
APPROVED FOR COMPLIANCE
465
These Flans have been approvod for compliance with Na Town
PROP. PERM.
T1p T61
m
m
I m
DID1of OL, Itces I S;antlartl Specilica;iens A Conslmclion SCALE 1"=50'
Datails s b ect to s;alements & condAio.. h..... ..... porale�
by e;e' Ece
SLOPE ESMT.
c
0 50' 100'
PROP. R1-1
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STRIPING
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