w5708a rdy phm- · -y2- -rab-legend and gutter proposed structures, island, curb proposed roadway...
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T
T TT
MTL
CANOPY
S&
G
DR
S&G DR
S&
G
DR
SOIL & GRAVEL
WOODS
WOODS
WOODS
SOIL & GRAVEL
S&G DR
MTL
CANOPY
TANKS
A/G
PR
OP
AN
E
TA
NK
SOIL
&
GR
AVE
L
DRIV
E
SOIL
&
GR
AVE
L
DRIV
EGRASSGRASS
GRASS
GRASS
GRASS GRASS
BIL
LB
OA
RD
SS
S
S
S
S SS
CONC CURB
FLAG
MONITORINGWELL
MONITORINGWELL
MONITORINGWELL
MONITORINGWELL
S
S
6' CHL
6' C
HL 3 S
BW
CONC CURB
DE
CK
S&G DR
W
IN THIS AREA
PROPANE TANKS
4' P
LA
STIC
DICURBCONC
GRAVEL PARKING
CONC
WALK
CONC
6' CHL
TANK
SEPTIC
S&G DR
5' WW
5' W
W
4' CHL
5' W
W
5' WW
5' W
W
W
W
S&G DR
5' WW
FALLOW
W
5' WW
GRASS
S&G DR
T
T
T
T
HAY FIELD
HH
HH
WOODS
IN THIS AREA
PROPANE TANKS
S&G DR
PI Sta 13+98.13
D
L = 184.33'
T = 92.66'
R = 727.00'
PI Sta 10+77.20
D
L = 153.21'
T = 77.20'
R = 506.00'
PI Sta 12+08.23
D
L = 109.60'
T = 55.02'
R = 506.00'
PI Sta 11+76.84
D
L = 166.77'
T = 84.15'
R = 506.00'
PI Sta 13+09.54
D
L = 99.82'
T = 50.07'
R = 506.00'
PI Sta 10+86.21
D
L = 171.61'
T = 86.21'
R = 727.00'
PI Sta 12+92.94
D
L = 240.45'
T = 121.33'
R = 727.00'
PI Sta 10+56.22
D
L = 90.85'
T = 56.22'
R = 61.00'
PI Sta 11+47.60
D
L = 91.42'
T = 56.75'
R = 61.00'
PI Sta 12+45.70
D
L = 98.21'
T = 63.44'
R = 61.00'
PI Sta 13+48.89
D
L = 102.80'
T = 68.41'
R = 61.00'
-L1- POT Sta. 10+00.00
-L1- PC Sta. 13+05.47
-L1- PT Sta. 14+89.80=
-RAB- PC Sta. 10+00.00=-RAB- PT Sta. 13+83.27
-L2- PC Sta. 10+00.00=
-RAB- PCC Sta. 11+82.26
-L2- PRC Sta. 11+53.21
-L2- PT Sta. 12+62.81
-L2- POT Sta. 15+46.57
-Y1- POT Sta. 10+00.00
-Y1- PC Sta. 10+92.69
-Y1- PRC Sta. 12+59.47
-Y1- PT Sta. 13+59.28=
-RAB- PCC Sta. 12+80.47
-RAB- PCC Sta. 10+90.85
-Y2- PC Sta. 10+00.00=
15+00
-Y2- PRC Sta. 11+71.61
-Y2- PT Sta. 14+12.06
15+00
-Y2- POT Sta. 15+30.29
CURVE DATA
-L1- -L2- -Y1-
-Y2- -RAB-
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
BUILDINGS
PROPERTY LINES
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
RO
LL 1
OF 1
0' 50' 100'
25'
50'
(ENGLISH)
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
DESIGN PUBLIC MEETING MAP
ROLL 1 OF 1
DESIGN DATA
Functional Class = Minor Arterial (US 15-501) Minor Collector (SR 1225)
30mph0.08
=Design Speed (Entry)=Max. Superelev.
PROJECT 44854.1.1 (W-5708A)
HOKE COUNTY
SOUTH OF ABERDEENUS 15-501 AND SR 1225 (ASHEMONT ROAD)
INTERSECTION IMPROVEMENT
PR
OJE
CT 44854.1.1 (
W-5708A)
HO
KE
CO
UN
TY
SO
UT
H
OF
AB
ER
DE
EN
US 15-501
AN
D
SR
1225 (A
SH
EM
ON
T
RO
AD)
IN
TE
RS
EC
TIO
N IM
PR
OV
EM
EN
T
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
RO
LL 1 O
F 1
PR
OJE
CT 44854.1.1 (W
-5708A)
HO
KE
CO
UN
TY
SO
UT
H
OF
AB
ER
DE
EN
US 15-501 A
ND
SR
1225 (A
SH
EM
ON
T
RO
AD)
IN
TE
RS
EC
TIO
N IM
PR
OV
EM
EN
T
CLCL
EXISTING RIGHT OF WAY
EXISTING ROADWAY TO BE REMOVED
NAD 83/NA 201
1
POINT
GRADE
19' 2'
4:1
0.02
-RAB-
0.03
10'
80'
EL. 355.41'
VAR. (0.02 MIN.)
TRUCK APRON2'
47' 4' 10'
9"
(INSCRIBED CIRCLE CENTER)
0.02
ROUNDABOUT TYPICAL SECTION
C
CC
F
CC
F
F
F
F
FF
F
C
F
F
C
C
C
C
F
F
C
FF
C
C
C
CC
F
1 S BLK BUS
HT
R
1 S
F
D
AB
AN
D
BEGIN TIP PROJECT W-5708AEND TIP PROJECT W-5708A-L2- POT STA. 13+50.00
-L1- POT STA. 11+50.00
BEGIN CONSTRUCTION-Y1- POT STA. 10+50.00
END CONSTRUCTION-Y2- POT STA. 14+65.00
AS
HE
MO
NT
RD.
SR 12
25
SR 12
25
AS
HE
MO
NT
RD.
TO ABERDEEN
TO NC 144
TO
NC 211
TO
SR 12
31
BILLY WATKINS
CHURCH, INC.CHRIST'S WAY COMMUNITY
MISSION BAPTIST CHURCHGOSPEL LIGHTHOUSE
BAPTIST CHURCHGOSPEL LIGHTHOUSE
THOMAS SPARKS
WILMA ALSUPRAEFORD OIL COMPANY, INC.
ARTHUR COLBORNANNIE MCMILLIAN
STEPHEN MATTHEWS
STEPHEN MATTHEWS
ARM
AN
DO'S M
EXIC
AN
AMERIC
AN
GRILL
FIVE STARFOOD MART
COMMUNITY CHURCHCHRIST'S WAY
BRITTANIE COLBORN
91.8' E
X R
OW
91.8' E
X R
OW
60' EX ROW
53.2'
EX ROW
17'
19'
18'
17'
20'
17' 20'
17'
21.3'
2'
12'
12'
24'
2'
2'
12'
12'
24'
2'
2'
24'
12'
12'
2'
12'
12'
2'
24'
10'
160' DIA.
-L1- -L2-
-Y2-
-Y1-
-R
AB-
15 501 15 501
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