NCC222149_Site Plan or Location Map_20220610

SEE PAVING DETAIL
ASPHALT
—
TOOLED CONTRACTION
JOINTS @ 10' O.C.
r—► A
1'-6"
6"
►1;7
�1 /2" RAID.
co
FG 11
O
I
`4` 6" MIN. COMPACTED ABC
ij\j;�
COMPACTED SUBGRADE
COMPACTED CABC UNDER
PAVING
A
1 /8" RAID. (TYP)
JOINT SEALER —
JOINT FILLER
SECTION A —A EXPANSION JOINTS @ 30' O.C.
AND ADJACENT TO ALL RIGID
OBJECTS
CONSTRUCTION NOTES:
1. CURB SHALL BE CONSTRUCTED WITH 4000 PSI CONCRETE
2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH MARKS PARALLEL
TO THE CURB.
3. SUB -GRADE SHALL BE COMPACTED TO 98% OF MODIFIED PROCTOR TEST
4. CABC SHALL BE COMPACTED TO 100% OF MODIFIED PROCTOR TEST
D2.01 CONCRETE CURB & GUTTER (18 ") DETAIL
NOT TO SCALE
2'
TRANSITION
NORMAL CURB
&
NOTES:
1. TRANSVERSE
EXPANSION JOINTS TO
BE A MAXIMUM OF 30
FEET.
2. ALL CONCRETE TO BE
FINISHED WITH CURING
COMPOUND.
CURB & GUTTER END TREATMENT
D2.O2 NOT TO SCALE
N
SF 9.5C ASPHALT
CABC STONE COMPACTED
TO 100% OF MAXIMUM
co
LABORATORY DRY DENSITY
(ASTM D 1557 OR AASHTO
T 180)
COMPACTED
S U B GR A D E TO MINIMUM 9 8%
OF THE MAXIMUM DRY
DENSITY USING THE
MODIFIED PROCTOR TEST
TYPICAL LIGHT DUTY PAVEMENT CROSS SECTION
D2.OS NOT TO SCALE
12%6"
12"x18"
12"x9"
4" WASHED STONE
COURSE (#5 7 OR
COMPACfED SUBGRAC
CONCRETE WITH 6"X6"/
1.4x1.4 W.W.F.
SCORE PER PLAN
3" RADIUS
SURFACE COURSE
BASE COURSE
NOTES:
PROVIDE SEALED 1/2" EXPANSION JOINTS AT 40'-0" O.C. AND
AT RIGID STRUCTURES: 1" DEEP TOOLED JOINTS AT 8'-0" O.C.
D2.03 TURNED DOWN SIDEWALK DETAIL
NOT TO SCALE
V/ A N
ACCESSIBLE /
RESERVED
PARKING
MAX PENALTY
\ $250 /
LVAN
ACCESSIBLE �
RESERVED
PARKING
MAX PENALTY
$250
0.080" ALUMINUM HANDICAP
PARKING SIGN. BOLT WITH 5/16"
CADMIUM PLATED BOLT, NUTS
00 AND WASHERS.
GALVANIZED STEEL "U" POST WITH
WEIGHT OF 2 LBS/FT, EXTEND
INTO GROUND
I GROUND LINE
N
NOTES:
1. SIGN SHALL HAVE WHITE LETTERS ON A BLUE REFLECTIVE BACKGROUND.
2. ALL SIGNS AND STRIPING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL
HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
SIGN DETAIL
D2.O6 NOT TO SCALE
\YARIES
SEE PLAN
d
PLAN VIEW
It
TRANSVERSE
EXPANSION JOINT
SIDEWALK SURFACE
t—T X a ° X °
a
1/2
1/8" RAD. JOINT
FILLER
TRANSVERSE EXPANSION JOINT
GROOVE SURFACE VARIES
JOINT (SEE PLAN)
PROPOSED SIDEWALK
(CONC. 4000 P.S.I. MIN.)
1/2"/FT.
1/4"/FT.
ASHED STONE BASE
TYPICAL SECTION
N. T. S.
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 40 FEET.
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3. A GROOVE JOINT 1" DEEP WITH 1/3" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK
AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 40' INTERVALS. A 1/2"
EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
4. 6"x6"/ 1.4x1.4 W.W.F. REQUIRED IN ALL SIDEWALKS.
SIDEWALK DETAIL
NOT TO SCALE
RAMP AREA (SEE
DETAIL)
HANDICAP SIGN
(SEE DETAIL)
PROPOSED STRIPING
FOR PARKING TO BE
4" WIDE
PROPOSED STRIPING
FOR ACCESS ISLE TO
BE 6" WIDE
8' 5' OR 8' 8'
mW
21' or 24'
NOTES:
1. ACCESS AISLE FOR CARS SHALL BE 5' AND FOR VANS 8'
2. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH
CAROLINA SUPPLEMENT TO THE MUTCD.
E3STRIPING AND HANDICAP PARKING DETAIL
D2.O7 NOT TO SCALE
SITE DETAILS
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