Z-8751 Map 134'-8"
2C
ray'- WHITE
i OF PARKING SPACE
GDD°
50.
�' ZZ
Al
l�
LIGHT BILE
.y OF PARKING S"«-,E
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE
7/8" DIA
HOLE —
3/4" REINFORCING BAR
EMBEDDED 18" INTO
SUBGRADE —
MIN.
204 BARS
CONTINUOUS
PARKING BUMPER
(PRECAST CONCRETE)
N.T.S.
2 1/2"ASPHALT SURFACE COURSE
(A. H.T.D. TYPE 2)
7" CRUSHED STONE BASE
(CLASS 7)
STANDARD PAVING DETAIL
WITH 8" VERTICAL CURB
10" LONG TEXT
8-1/2" LONG TEXT
TEXT AND BORDER - GREEN
4" TALL WHITE SYMBOL ON BLUE
BACKGROUND
ARROW - GREEN
3/8" WIDE
3/8" WIDE
7-3/4" LONG ARROW
GROUND - WHITE
ACCESSIBLE WHERE APPUCABLE
MOUNT ON GALVANIZED METAL POST
(4'-0" ABOVE GRADE TO BOTTOM
OF SIGNAGE) PAINT POST YELLOW
PROVIDE COMPLETE INSTALLATION
CONCRETE FLUME SECTION
4' MIN
LEVEL LANDING I SIDEWALK
IQ
WALKING = WALKING
SURFACE' X — M SURF(ACE��
m v
m — 10:1 MAX 1
I
SLOPE
\/ FLUSH, NO LIP
TRANSITION FROM 6" TO FLUSH 60'
ON RAMP SIDES FLARED SIDES
ACCESS RAMP DETAILS
A
BACK OF NEW CURB
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .
SIDEWALKS SHALL BE TOOLED AT
LEAST 20% OF THE FULL DEPTH
7A OF THE SIDEWALK AT 4' INTERVALS.
6" X 6" - 6 GA. WIRE MESH
OR FIBER REINFORCED CONCRETE
STANDARD 6" CURB
SIDEWALK DETAIL
PLAN VIEW
I...-•--
� V JVOVf\I1VL IV VL VVIYIr /'1V ILD
TO NOT LESS THAN 95% MAX.
DENSITY AS PER A.A.S.H.T.O.
SIDEWALK
SECTION A — A
9. SB-2 COMPACCTED TO 95%
MODIFIED PROCTOR DENSITY.
2 1/2" ACHM SURFACE COURSE
I(AHTD TYPE 2)
L
7„ CLASS 7
CRUSHED STONE
12" COMPACTED
SELECT MATERIAL
COMPACTED SUBGRADE
(95% MODIFIED PROCTOR)
LIGHT DUTY ASPHALT PAVEMENT
NOTE: ASPHALT PAVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE w/AHTD SPECIFICATIONS.
AHTD = ARKANSAS HIGHWAY & TRANSPORTATION DEPT.
CONCRETE PAVEMENT
SAW CUT 1" DEEP
FILL WITH JOINT
SEALANT.
GENERAL NOTES:
1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER.
2. STEPS SHALL BE INSTALLED IN ALL INLETS 4'-O" HIGH AND OVER OR AS DIRECTED BY THE ENGINEER.
3. ALL REINFORCING BARS SHALL BE GRADE 60 AND HAVE MIN. 1 1/2" COVER.
4. DROP INLETS AND EXTENSION ON CURVED SECTIONS SHALL CONFORM TO THE CURVEATURE OF THE CURB.
5. 4" DIA. CONCRETE COLUMNS SPACED AT MAX. 4'-0" INTERVALS SHALL BE INSTALLED ALONG INLET
AND EXTENSION TO SUPPORT TOP.
6. BASE AND INLET WALLS SHALL BE CAST MONOLITHICALLY.
7. THE THROAT SHALL BE CAST INTERGRALLY WITH THE CURB AND GUTTER.
8. THE TOP SHALL BE CAST -IN -PLACE.
9. PIPES MAY ENTER DROP INLET FROM ANY ANGLE OR ELEVATION AS MAY BE APPROVED BY THE ENGINEER.
MINIMUM
WALL THICKNESS
DIA. OF D.I.
DIA. OF OUTLET PIPE
CAST IN PLACE
PRECAST
4' I.D.
12" THRU 27"
6"
5"
5' I.D.
30" THRU 42"
8"
6"
6' I.D.
48" THRU 54"
g"
7"
- FIELD BEND
A a,
#5 BARS
AT 10" CTRS.
OPENING IN BACK WHEN
CALLED FOR ON PLANS
2-#6 BARS
0 4" CTRS.
4" DIA. COLUMN A
CURB INLET
PLAN — W/SINGLE EXTENSION
NOTE: FOR DOUBLE EXTENSION USE SINGLE ON BOTH SIDES
6"
DIA. COLUMN
1'-0"
UPSTREAM
I
I
I
I
FRONT ELEVATION
PORTLAND CEMENT CONCRETE 2 -0"
7-5,
CRUSHED STONE BASE
HTD SEC. 303, CLASS 7) _
IMPACTED TO 95%
IDIFIED PROCTOR DENSITY.
BGRADE COMPACTED TO
% MODIFIED PROCTOR DENSITY
CONTRACTION JOINT DETAIL
1 LICENSED
PROFESSIONAL
ENGINEER
.*t
- "py No.4685 P��to
����,•�� pF AUTyyO�'•.
UP 9
LLB THOMAS N
RINQ C 1 :
No. 94 q .
.� I# EO:
numto
#6 BARS
LONG. BARS #6
AT 7" CTRS.
/2" EXP. JOINT
TOP OF CURB
NORM. GUTTER LINE
h— 2'-0"
DOWNSTREAM
MANHOLE
VARIES
SLOPE TO MATCH SIDEWALK OR SHLDR.
J
ELIMINATE THIS PORTION OF
WHEN BUILT WITH EXT. `O
d —
1'-0"
a
° a
N
DEPRESSED d
GUTTER
x
a
SECTION A —A
'ADE OR
BOTTOM
LEAVE OPENING IN BACK
WHEN CALLED FOR ON
PLANS.
a
PIPE THICKNESS
PLUS 6"
CONSTRUCTION DETAILS
7LUTHOMAS MOSAIC CHURCH
ENGINEERING S. UNIVERSITY AVE.
COMPANY LITTLE ROCIK. AR.
APPROVED DRAWN BY DATE SHEET NO.
3810 LOOKOUT ROAD, N. IdTTLE ROCK, AR. 72116 JAN. 14, 2014 C4
SCALE
TEL: 501-753-4463 FAX: 501-753-6814 1 NTS