SW4211202_Plansheet C5.4 - Other_20211228 (5)

;ADELL DAVIS
355 PG 2057/
06
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1 0.75" IRON PIPE
SET � // / / /
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1" IRCI"-P1"PElwv / EX�" WATERmmLINE W
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C&G CONC. CB
DCONC.
RIVE � I �
/ DRIVE
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v 60' R/wNe (0 / HI KORY TREE ROAD
G 6— CB
PB 15 P,t — \ \ 0 /
�� O a_ I / SR# 1508 (VARIABLE R/W) 0.75" IRON PIPE I
O V_ o I / I SET
Of m �\ I ( // I I NC GRID
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\ a C/) I I / // GRID COORDINATES
N: 819003.360 FT.
1626922.259 FT.
1
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;ADELL DAVIS 1
355 PG 2057
1
1
1 0.75" IRON PIPE
SET 4" WHITE
1 EDGE LINE
rn
I 1" IRON PIPE
FOUND 4" YELLOW
m P 4" YELLOW DOUBLE n GORE LINES
y� 4" YELLOW DOUBLE I\
_7___+--- CENTER LINE CENTER LINE
V 60' R/W
PER PB 15 PG 61
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NATHAN WEAVER /
,1 DB2434PG617
PB 64 PG 5
f 29,460 SF
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D � 0.75" IRON PIPE
SET
BENCHMARK
1 % _ _ E FH BOLT WITH TAG
:. �LEV:861.32' 1
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r_ ._.........__ :. ,.. !NV- 856.53' P W P'
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........ F..::...... IN :s 729' ro� U13o POINT AT DISTURBED AXLE C
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CONC.
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PROPOSED WIDENING
4" WHITE
EDGE LINE
4" YELLOW DOUBLE
CENTER LINE
WHITE THERMOPLASTIC —
_ ' LEFT TURN ARROW � —
4" WHITE LANE LINE
(2'-6" MINI -SKIPS) 4" WHITE
C/L DITCH I LANE LINE
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CONC. CB
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DRIVE
8HI ORY TREE RO-A
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(VARIABLE R/W)
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EXISTING PAVEMENT STRIPING BETWEEN
FARMBROOKE LANE AND MENDENHALL
DRIVE SHALL BE REMOVED AND
RE -STRIPED AS SHOWN WITH
THERMOPLASTIC MARKINGS. PROVIDE 4"
WHITE EDGE LINE ALONG NORTH EDGE OF
HICKORY TREE ROAD ONLY.
50.0'
CB
0.75" IRON PIPE
SET
NC GRID
NAD83 (2011)
GRID COORDINATES
N: 819003.360 FT.
E: 1626922.259 FT.
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TRACT A I
- - - - - - NATHAN WEAVER
DB 2434 PG 617
PB64PG5 II
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4" WHITE
EDGE LINE 1
II
WRIGHT TURN OARROWC 0.75" IRON PIPE
31 4" WHITE LANE LINE SET
_ (2'-6" MINI -SKIPS) BENCHMARK
1 _ FH BOLT WITH TAG
�LEV:861.32' 1
4" WHITE
o• ..............
EDGE LINE I
................
....................
INV:856.53' PP P
INV:857.29' UBo POINT AT DISTURBED AXLE C
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aL0 DRIVE / C&G
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80' R/I/I/ PER NCDOT _
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PROPOSED STRIPING
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( IN FEET )
1 inch = 40 ft. (horizontal)
1 inch = 4 ft. (vertical)
KEY NOTES
OA NEW SUBDIVISION SIGN IN ACCORDANCE WITH DAVIDSON COUNTY STANDARDS.
OB NEW STOP SIGN IN ACCORDANCE WITH NCDOT STANDARDS.
(D NEW STREET SIGNS IN ACCORDANCE WITH NCDOT STANDARDS.
ONEW 24" WHITE STOP BAR IN ACCORDANCE WITH NCDOT STANDARDS.
O EXISTING DRIVEWAY PIPE SHALL BE REMOVED DURING ROAD WIDENING
CONSTRUCTION.
NEW LIGHT DUTY ASPHALT PAVEMENT. PROVIDE 1" S9.513 SURFACE COURSE ON
2" S9.513 SURFACE COURSE ON 8" COMPACTED ABC BASE COURSE.
NEW ROAD WIDENING ASPHALT PAVEMENT. PROVIDE 1.5" S9.5B SURFACE
COURSE ON 4" 119.00 BINDER COURSE ON 6" B25.00 BASE COURSE.
CONTRACTOR SHALL MILL A 1.5" THICK 2'-0" WIDE STRIP OF EXISTING ASPHALT TO
PROVIDE A CLEAN EDGE TO TIE NEW TOP SURFACE TO EXISTING ASPHALT.
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HICKORY TREE
ROAD WIDENING
SHEET
C5.4