HomeMy WebLinkAboutZ-6863 Map 3PROPOSED CB
RIM 26.00
FL 2631.
6 0
w
z
W
z
-I
aW
W
w
(I7
<
26 ,01 C
26'7.29
CL X
MH 40
RIM 266,93
L!�
0
W
0
®
267,3 e
26
,41 CL
Ld
V f
M
Ld
2E7 T
267.62
CL
CONSTRUCT NEW CURB & GUTTER
SEE DETAIL
267.73 CL
TYPICAL SECTION
NTS
N
L7 z
7 D
45 LF 15" RCF @ 0.50%
1" = 10'
D W
C
L z
0 10 20 30
I I IIr1M.
Place a Dia Stools at centerline
of inlet, place additional stools equal distance
from centerline not to exceed 4'.
N
4" Sch. 40 PVC to Drain ty-
Subgrade During Construction
18" x 1/2" Dowel Bars
at 12" O.C. Required
at Sidewalk Locations
See PW -42
00
12"�
Slope Floor to
9'
•Point of Discharge:,., �' 1'�Low
1/10 of Foot_;xl* ----
ELEVATION
(Single -Wing Shown)
#6 Bars at e" O.C. Both Ways
#6 Bars
I
;�! 1 c6' $1
III
tI I aC0a
au ' Ii
rll� � I—TI
Place 4" Dia Stools at centerline
of inlet, then space stools equal
distance from centerline not to
exceed 4'.
4'• Sch. 40 PVC to Drain
Subgrade During Construction
-FLOW
Slope Floor to '`'I
Point of Discharge ,l
1 10 of Foot_ _1
ELEVATION
(Double -Wing Shown)
#8 Bars ® B" Q.C. Both Ways
_#6 Bars
1/2' Dowel Bars
I 0 12" O.C. Required
® Sidewalk Locations
t� I See PW -20 (2 of 3)
I—
�I
�I
r Curb Cu � � = — r-- �
2 #6 bars 2 g6 bars 1i2'
PLAN PLAN
(Single -Wing Shown) (Double -Wing Shown)
STANDARD CURB INLET DETAIL
®, I "CTYANWUN
R JOINT
JOINT
EXPANSION 10N
I _JOINT
JOINT
LANDING {
MAX�p
Qp"a" MAX y� �- 4'\PMIN
PA
2' CURB\PT `9 JO NTT
GRASS %` SEE PW -MA GRASS
TYPE 2 RAMP {t!
CURB TRANSITION (y/ALK OFFSET FROM CURB -LANDING REWIRED)
AMPS ADJACENT TO GRASS REOUiRE d, —
CURB OR V FLARE: PER PW -5' & PW -52.
r— H
VtIDM 4'
EXPANSION 6 •,_ EXPANSION
JOINT JOINT
TYPE 4 RAMP — B
(WALK ADJACENT TO CURB) GROOVE RAMPS AS SHOWN
ON PW -51 & PW -52.
NO LIP
AT JOINT EXPANSION
JOINTLEVEL
12
12:9 MAX. LANDING
e MIN.\PTHICKN S
NORMAL culla SECTION B—B
3'
TI
Joint
14'1 2"R
D 6' 2' RAD. SITE PLAN PART
p /� (� /�
VARIES 5 -D° •�-2d CUT SECTIDN L1 K 1. I 1 1 /4 O
1/4' PER V-0' 6' 18' 1 5" X11 9v A! 1 LJ �1 A. iJ
SECTION , -3- -12-W
x-211 FILL SECTION12" UPRIGHT CURB
4' CONC. LITTLE C , ARKANSAS
6' SUBGRADE TO BE COMPACTED
TO NOT LESS THAN 95% MAX.
DENSITY AS PER A.A.S,H.O.T - 180 NOTE, CONTRACTION JOINTS, SPACE
AT 5' INTERVALS cccc1111 ,ssss����
JOINTS SHALL BE PO% OF FULL
SWAY o
DEPTH. 1/2° EXPANSION JOINTS
INTERVALS CONSTRUCTED AT 60' '00414U,*�& DO*,M 1&"'
EXISTING PAVEMENT E( GOWEEKS ® PLANfi MRS ®SURVEYORS
+ 319 E. MARKHAM (MARKET ROW) #202, 1526 PLAZA PLACE, #3,
€�93SNRfik� ! LITTLE ROCK, ARKANSAS 72201 SPRINGDALE, ARKANSAS 72765
5/ SIDEWALK DETAIL_ ]IN *EA � � PHONE 501-223-9900 � PHON{€ 501-872-8282
\ SAW CUT EXISTING PAVEMENT ®� `% � � LITTLE ROCK "SSION
ANG COMMI
¢6ff9M, SUI gMT TO THE CONDITIONS
AS NOTED IN TIE BANNING 90MMI ION
DATE: AUGUST 17, 2000 M A D
DATE /� ., L/ °
A