HomeMy WebLinkAboutZ-4336-F Map 4PROVIDE ARROW WHERE CALLED FOR
ON THE PLAN.
CENTER ARROW ON
18' OR 20' DRIVING
LANE.
PAINT
WHITE
DIRECTIONAL ARROW
SCALE: NONE
2'-8" R.
-- 4" R.
z
I
�. 0
`- 4" WHITE STRIPE (TYP.)
HANDICAPPED PARKING
STALL SYMBAL
SCALE: NONE
1 /2"
1'-O" x 1'-6" x .080
ALUMINUM HANDICAPPED
PARKING SIGN. SIGN TO
READ "RESERVED PARKING"
W/IDENTIFICATION SYMBOL.
BOLT TO STEEL TUBE W/ 3/8"
CADMIUM PLATED BOLTS,
RESERVED 1
NUTS AND WASHERS. ----
PARKING
2"x2"x188"
STEEL TUBE
- - --- �-
PAINT PIPE—]
BASE YELLOW of
�n
PAVEMENT
i N
o;
12"0
CONCRETE ;\
i r r
NOTES:
1. HANDICAPPED PARKING SIGN SHALL
CONFORM WITH CURRENT STATE AND
LOCOAL COADES AND REGULATIONS.
2. PROVIDE 1 SIGN BETWEEN EACH
PAIR OF HANDICAPPED STALLS.
"HANDICAPPED PARKING"
SCALE: NONE
1 /4"
NOTE: PLACE CONTRACTION JOINTS
AT 15' SPACING. PLACE 1 /2"
PREMOLDED EXPANSION JOINT AT
MAX. 60' SPACING, AT END OF RADIUS
AND AT LOCATIONS WHERE CURB
WOULD OTHERWISE ABUT SIDEWALKS,
DRAINAGE STRUCTURES OR OTHER
CONCRETE STURCTURES,
SAW CUT PREMOLDED EXPANSION
SEE DETAIL THIS SHEET JOINT FILLER
NOTE: PLACE CONTRACTION JOINTS NOTE: PROVIDE EXPANSION JOINTS AT P.C.'s
AT 10' MIN. TO 15' MAX AND P.T.'s OF CURVES AND AT POINTS
SPACING. OF CONTACT WITH FIXED OBJECTS.
CONTRACTION JOINT EXPANSION/CONSTRUCTION JOINT
CURB JOINT DETAILS
SCALE: NONE
1/2" EXPANSION
JOINT
B
4'-0" MIN.
i
/r6,B
It
III � I
3'-0" THROAT
=# 4 BARS CONTINUOUS
B
PLAN -STANDARD CURB INLET
SCALE: NONE
1/2" EXPANSION JOINT r 1/2" EXPANSION JOINT
r 2"CLR. F# 5 BARS ® 6"C-C BOTH WAYS --TOP OF CURB
# 5 BARS ® 6"C-C
1'-6" CURB
& GUTTER
1/2" EXPANSION JOINT
_ _ I lo'`x �. 9'OPENG. �I • GUTTER
N _ I�-_- .--- _--- - - - - --
•
rI II
•I 16"(MIN.) "D"+2C 6"(MIN-.I• -TRANSITION TO 4"
�) I DEPRESSION AT INLET
IN 6'
6" • �- I I
# 5 BARS 0 10"C-C
•
i T• i • • i i •
MIN. 3" CRUSHED
STONE BEDDING
# 5 BARS ® 10"C"+6" OR
FRONT ELEVATION -STANDARD CURB INLET
SCALE: NONE
SUBGRADE ELEV.
PLACE BACKFILL IN
r 8" LIFTS AND COMPACT
MAX. TRENCH - TO 95% STA. PROCTOR
WIDTH=PIPE DENSITY.
1.D.+2 FEE STORM DRAINAGE
PLACE BACKFILL
°0 PIPE
MATERIAL IN 6" 1'
LOOSE LIFTS WITH
EACH LIFT COM-
PACTED WITH
MECHANICAL TAMPER. \�- MIN. 4" CRUSHED
THOROUGHLY COMPACT STONE BEDDING
UNDER HAUNCHES AND
FOR FULL WIDTH OF PIPE,
STORM DRAINAGE PIPE
TRENCH DETAIL
SCALE: NONE
2"
3-# 4 REBAR
iD 2" R CONTINUOUS
N 1
CROSS SLOPE OF
7" - GUTTER IN PARKING
2'-0" LOT AREA TO MATCH
CROSS SLOPE OF
PARKING LOT,
CONCRETE CURB & GUTTER
SCALE: NONE
USE CONCRETE CURB AND GUTTER
AROUND PARKING LOT PERIMETER
AND CURBED ISLANDS IN PARKING
LOT. -
1 /4" /FT.MIN.
_ ASPHALTIC CONCRETE
SURFACE COURSE (288 LBS./S.Y.)
6" CRUSHED STONE BASE COURSE
(COMPACT TO 95% MOD. PROCTOR
DENSITY) (CLASS 7)
SEE PLAN FOR ELEV. SEE PLAN FOR ELEV. f <r%hrxri r✓kixirx �iai��x»�^>�
NORMAL GUTTER SHAPE -- 3 1/2" CRUSHED SUBGRADE SCARIFIED TO DEPTH OF 8"
2 EXTRA # 6 BARS STONE UNDER 2' AND COMPACTED TO 95% STANDARD
NOTES: 1. EXPANSION JOINT SPACING SHALL JSEE PLAN CURB CURB PROCTOR DENSITY -
AND AND MATERIAL AND CONSTRUCTION FOR THE ASPHALT
�s GUTTER CRUSHED STONE AND SUBGRADE PREPARATION
BE BETWEEN IN AND 50'.
SHALL BE IN ACCORDANCE WITH ARKANSAS HIGHWAY
2. TOOLED TRANSVERSE CONTRACTION
JOINTS AND CONSTRUCTION JOINTS co DEPARTMENT STANDARD SPECIFICATIONS,
SHALL BE SPACED THE SAME WIDTH 4 MIN tO ® 50BCRC X TYPICAL PAVING SECTION - PARKING LOT AREA
AS THE WALK (5' MAX.)
# 4 BENT BAR EACH WAY M SCALE: NONE
3. SIDEWALKS SHALL HAVE A CROSS- GRANULAR - 4"SOIL PIPE'
SLOPE OF 1/4" PER FT. IN THE MATERIAL I��1���;,;,; 8"
$
DIRECTION OF SURFACE DRAINAGE SUBGRADE
IN TH AREA. 1/2 �- • 1 1 2" I'
4. PROVIDE EXPANSION JOINTS FULL I SLOPE FLOOR TO u'
DEPTH AGAINST ANY EXISTING EE
POINT OF DISCHARGE
OR PROPOSED CURB, STRUCTURE, I•
SLAB, OR WALK. ��' ` P ° — T :� ` • - __ __-_ 8' M " OR N0. REVISIONS BY APF
PREMOLDED EXPANSI(
JOINT FILLER
P.C. CONCRETE SIDEWALK DETAILS
SCALE: NONE
MIN. 3" CRUSHED
STONE BEDDING-
# 5 BARS ® 10"C-C
EACH WAY
TYPICAL SECTION B-B, STANDARD CURB AND RADIAL INLET
SCALE: NONE