HomeMy WebLinkAboutZ-6863 Map 6PROPOSED CB
RIM 267.00
FL 2631.0
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CONSTRUCT NEW CURB & GUTTER
SEE DETAIL I
N
Liz
7
45 LF 15" RCP @ 0.50%
r = 10'
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0 10 20 30
267,73 CL
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HC RAMP S 8E
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EXISTING PAVEMENT
10" SB -2
SAW CUT EXISTING PAVEMENT
TYPICAL SECTION
NTS
Place 4' Dia Stools at centerline
of inlet, place additional stools equal distance
from centerline not to exceed 4'.
4" Sch. 40 PVC to Drain
Subgrade During Construction
FLOW -
CUT SECTION
FILL SECTION
6' SUBGRADE TO BE COMPACTED
TO NOT LESS THAN 95% MAX.
DENSITY AS PER A.A.S.H.O.T - 180 NOTEi CONTRACTION JOINTS, SPACE
AT 5' INTERVALS
JOINTS SHALL BE 20% OF FULL
DEPTH. 1/2' EXPANSION JOINTS
TO BE CONSTRUCTED AT 60'
INTERVALS.
5/ SIDEWALK DETAIL
0 i
Slope Floor to FLOW
1110of -
":Point of Discharge:..',
_Foot_�i"-----"-
- v -
ELEVATION
(Single -Wing Shown)
Place r 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 } '• i
fro
$lope Floor to
ic'"'Point of Discharge:(.:
FLOW •'i} 1/10 of Foot-._?'.
ELEVATION
(Double -Wing Shown)
#6 Bars at 6" O.C. Both Ways #6 Bars ® 6' O.C. Both Ways
#6 Bars #6 Bars
4'-0' min
4'-(Y' min
16•' x i/2" Dowel Bars _ 1/9• Dowel Bars
at 12" O.C. Required ® 12" O.C. Required
at Sidewalk Locations _Zv�1 I -7 ® Sidewalk Locations
See PW -42 Tlil i„ ii' I h+'2� I ! See PW -20 (2 of 3)
_
I I aCo ¢ III i II I ne G�e�i 6 6„
E.J.—
i
Curb -J- L —1= = I = r- Curb Cur I =
I 1 1 ( 2 #6 bars if2" Expansion Joint
2 #6 bars
Il �- E.J. - 3'-0" --"
PLAN
PLAN (Double -Wing Shown)
(Single -Wing Shown)
CPO
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STANDARD CURB INLET DETAIL
cnrnrvaev,.
JOINT
m
I.•y–ldiH;– EXPANSION
EXPANSION JOINT
JOINT
LANDING
92:1Qi
tdA% /uG
S 0
2' CURB\PT —9
PE;.: `L
\ GRASS \ ,T SEE PW -53A
TYPE 2 RAMP
CURB TRANSITION (WALK OFFSET FROM CURB -LANDING REQUIRED)
AMPS ADJACENT TO GRASS REQUIRE e
CURB OR V FLARE PER PW -51 & PW -52.
_FB
� — 4•
— 4'
EXPANSIONOt
N"
iN7 6 l_ EXPAA
TYPE 4 RAMP v g
(WALK ADJACENT 70 CURB) GROOS RAMPS
PAS W ZHOWN
ON
� nn , fir•. r1-rrl ,T !�1 IrIT
NO LIPEXPANSION
AT JOINT EXPANSION
JOINT lC-VE€.
12:1 MA%�-----�D!NG
p 4" MiN.\PTHiCMN S
NORMAL GUTTER
J SECTION B—B
4•\PMIN
GRASS
BERM
3'
Ti
SITE PLAN
■ ■ 1 OF
SECTION 32, T -3-N, ■
LITTLE ROCK, ARKANSAS
319 E. MARKHAM (MARKET ROW) #202, 1526 PLAZA PLACE, #3,
LITTLE ROCK, ARKANSAS 72201 SPRINGDALE, ARKANSAS 72765
PHONE 501-223-9900 PHONE 501-872-8282
LITTLE ROCK PLANNING COMMISSION
APPROVED, SUBJECT TO THE CONDITIONS
DATE: AUGUST 17, 2000 AS NOTED IN THE PLANNING CO MISSI
MINUTE R y2 � o
BY,• f � "�40,