HomeMy WebLinkAboutZ-4336-F Map 2PROVIDE ARROW WHERE CALLED FOR
ON THE PLAN.
— T CENTER ARROW ON
18' OR 20' DRIVING
LANE.
PAINT
WHITE
DIRECTIONAL ARROW
SCALE: NONE
--� E" 1 /$„
2'-8" R
4"7, iFla- -
- 4" R.
-4" WHITE STRIPE ( TYP.)
HANDICAPPED PARKING
STALL SYMBAL
SCALE: NONE
V-0" 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
NUTS AND WASHERS. —
PARKING
0
2%2"x188"
STEEL TUBE,
C
Lo
I
PAINT PIPE —
BASE YELLOW o
PAVEMENT
N
O
12"0
CONCRETE
,_vi,l
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 /2 1 /4"
� - 1
NOTE PLACE CONTRACTION JOINTS 15' SPACING. PLACE 1/2"
PREMOLDED EXPANSION JOINT AT
c 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 JOIN13 AT P.C.'s
AT 10' MIN. TO 15' MAX AND P.T.'s OF CURVES AN AT POINTS
SPACING. OF CONTACT WITH FIXED C3JECTS.
CONTRACTION JOINT EXPANSION CONSTRUCTION JOINT
CURB JOINT DETAILS
SCALE: NONE
NOTES: 1. EXPANSION JOINT SPACING SHALL
BE BETWEEN 30' AND 50'. }
2. TOOLED TRANSVERSE CONTRACTION
JOINTS AND CONSTRUCTION JOINTS I
SHALL BE SPACED THE SAME WIDTH
AS THE WALK (5' MAX.)
I
3. SIDEWALKS SHALL HAVE A CROSS -
SLOPE OF 1/4" PER FT. IN THE
DIRECTION OF SURFACE DRAINAGE 1 /2"
IN TH AREA.
4. PROVIDE EXPANSION JOINTS FULL ( �.
DEPTH AGAINST ANY EXISTING 9 ;
OR PROPOSED CURB, STRUCTURE,
SLAB, OR WALK. :��� D I,
PREMOLDED EXPANSION
JOINT FILLER
P.C. CONCRETE SIDEWAY DETAILS
SCALE: NONE
1/2" EXPANSION
JOINT
B
- 4'-0" MIN. - -
�8"
I
i
I
It
# 6 BWRS III I j
I ti
'—__-
3'-0" THROAT__
�- /# 4 BARS CONTINUOUS
B
PLAN -STANDARD CURB INLET
SCALE: NONE
�1/2" EXPANSION JOINT
2"CLR. - # 5 BARS ® 6"C-C BOTH WAYS
i IV-6--• i i 1—* ico
i i••
(oNx 1, 9'OPENG. I I•
N
_ — — — — — — ------
I 6"(MIN:), `C"+2C 6"(MIN.) I•
II, 6" �•
6"' •I Lam- � � I I•
I Ir
•
�— • i : •
1/2" EXPANSION JOINT
TOP OF CURB
SUBGRADE ELEV. -
--PLACE BACKFILL IN
# 5 BARS ® 6"C-C 8" LIFTS AND COMPACT
MAX. TRENCH - TO 95% STA. PROCTOR
WIDTH=PIPE -- DENSITY,
1.D.+2 FEE STORM DRAINAGE
PLACE BACKFILL --- PIPE
MATERIAL IN 6"
LOOSE LIFTS WITH
EACH LIFT COM-
PACTED WITH --
MECHANICAL TAMPER. - MIN. 4" CRUSHED
THOROUGHLY COMPACT STONE BEDDING
- 1'-6" CURB UNDER HAUNCHES AND
& GUTTER FOR FULL WIDTH OF PIPE.
STORM DRAINAGE PIPE
TRENCH DETAIL
SCALE: NONE
1/2" EXPANSION JOINT
J
GUTTER
T�1
�--TRANSITION TO 4"
DEPRESSION AT INLET
IN 6'
} # 5 BARS ® 10"C-C
MIN. 3" CRUSHED
STONE BPDDING--'t-�
# 5 BARS ® 10"C-C- "C"+6" OR :MIN:
FRONT ELEVATION -STANDARD CURB INLET
SCALE: NONE
NORMAL GUTTER SHAPE _,%
444
GRANULAR-
MATERIAL ;
SUBGRADE -'
SEE PLAN FOR ELEV.
-2 EXTRA # 6 BARS
SEE PLAN FOR ELEV.
SEE PLAN
— — — ao
# 5 BARS
- # 4 BENT BAR o 10"C-C a
4"SOIL PIPE I EACH WAY
' 8" o
8"
• I• 0
I SLOPE FLOOR TO
I POINT OF DISCHARGE
MIN. 3" CRUSHED
STONE BEDDING -
# 5 BARS @ 10"C-C
EACH WAY
"C"+6" OR
8" MINIMUM
TYPICAL SECTION B-B, STANDARD CURB AND RADIAL INLET
SCALE: NONE
2"
5"
3" R
3-# 4 REBAR
t 2" R i' CONTINUOUS
CROSS SLOPE OF
7" J GUTTER IN PARKING
2'-0" LOT AREA TO MATCH
CROSS SLOPE OF
PARKING LOT.
CONCRETE CURB & GUTTER
SCALE: NONE
USE CONCRETE CURB AND GUTTERI ASPHALTIC_CONCRETE-
AROUND PARKING LOT PERIMETER SURFACE COURSE (288 LBS./S.Y.)
AND CURBED ISLANDS IN PARKING
LOT. - - 6" CRUSHED STONE BASE COURSE
1/4"/FT.MIN. (COMPACT TO 95% MOD, PROCTOR
DENSITY) (CLASS 7)
3 1/2" CRUSHED SUBGRADE SCARIFIED TO DEPTH OF 8"
STONE UNDER _ 2 _ AND COMPACTED TO 95% STANDARD
CURB -t CURB PROCTOR DENSITY.
AND MATERIAL AND CONSTRUCTION FOR THE ASPHALT
GUTTER CRUSHED STONE AND SUBGRADE PREPARATION
SHALL BE IN ACCORDANCE WITH ARKANSAS HIGHWAY
DEPARTMENT STANDARD SPECIFICATIONS.
*YPICAL PAVING SECTION - PARKING LOT AREA
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