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e su -gra e shall be compncfad io a density of 95% of the Ar .AF m
maximum. (AASHO T-180) Nor" se. Typleei Sa1m11 Ab-..
3. Crushed stone- The density of the compacted material In each
course shall be compacted to a density of 100% of maximum.
- - (AASHO T-191)
6' WOODEN FENCE
/ SCREEN DEFERRED PERa$9
/ CONDITIONAL USE PERMIT S 89 59 48 E
9-30-99 325.84
20 10 0 20 X X - ----- - -,X- -X--- --Y--X------ -X -X
15.0'
BAR SCALE: ----- I�j��
/8' WOOD FENCE BUFFER
- _ -
r
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I�-
1 17 a"
1.9' MIN.
_--_2.5 iMAN.-
90
--.19.0
I- -I-
UCURB AND GUTTER SECTION COUNTY LINE RD.
4"
N.T.S.
14'X5' �/
BOX CULVERT
I
/ EDGE OF PAVED AREA
F_,
l
1 ,� x�� CONCRETE LOADING AREA
LO
1 i'?77777T
Y, 1 LOADING ZONOn
E O
135.0'
6' WOODEN FENCE
SCREEN DEFERRED PER �^
CONDITIONAL USE PERMIT
9-30-99 X
W
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SD
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CD �_
O N
p X I
15.0' I
Z BUFFER I
I
X
X
�/PAD ELEV. 1 00.0
%./'//./Fl n(�R F1 EV. 100.7
R/W LINE
�- COUNTY LINE ROAD 50' R/W (EXISTING)
W f"^L. rS
115.17
i'
ii oN 9.0
LANDSCAPE 7'
W
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dp II rp,.,/ "ID (ro feC�vn Irk tti
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3.0
=111
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20.0-
WATER
0.0 -
�l, QJ
-- --- - WATER LINE
-- 36.0' -
(BASIS OF BEARING)
N 90°00'00" W
319.02'
LEGAL DESCRIPTION_ ALL THAT PART
OF THE SE 1/4 SE
1/4,
SECTION 17, T -1-S,
R -13-W,
PULASKI COUNTY ARKANSAS, MORE
PARTICULARLY DESCRIBED
=
AS FOLLOWS: BEGINNING
AT
THE SE CORNER OF SE 1/4 SE 1/4 SECTION 17, T -1-S,
R
-13-W, THENCE N
90'00'00"
W 319.02 FEET ALONG THE SOUTH
LINE OF SE 1/4 SE
1/4;
THENCE N 00"00'00"
E
215.31 FEET; THENCE S 89059'48"
E 325.84 FEET TO
THE EAST LINE OF SAID
SE 1/4
SE 1/4; THENCE S O1 °48'51 " W 215.40 FEET TO THE POINT OF BEGINNING.
Type I Ring R Cover #6 Bars O 6" O.C.
TYPICAL TOP REINF.
Gutter of Throat
�-,_ _
6" Min. Pipe O.D.
16 Pars O ,
10" n.C. Path Ways
16 Pare O
10" O.C. Bath Ways
a" I 4'-0" Nin. - 9"_ I
SECTION
NOTES
1. Rings and Covers are 24" Type I.
02CURB INLET - JUNCTION BOX
REINFORCED CONCRETE
CONSTRUCTION
W
/.. �,..�.. F
STA. P. P
I
/ II
N.T.S.
FACE OF ADJACENT CURB
REFER TO CURB DIMENSIONS
LL Z
ow
4"d
i 1/2 OF DEPRESSION
i - REFER TO CURB DIMENSIONS
EXTRA REAM REIN 0 CEMENT
LITTLE ROCK PLANNING COMMISSION
.. .... STr'rS'i'r'%'^eTf+'
/ /
_ -
REQUIRED WHEN INLET IS A
STREET WIDENING - TYPICAL SECTION
=
LOCATED WITHIN INTERSECTION
OrT 2 9 1999
SFO cur
Bv:
RADIUS OR ADJACENT TO
lass than 95% of the maximum density obtained at optimum
v~1 a
COMMERCIAL DRIVEWAY.
SQUARE
- REINFORCED
BOX RFOUIRED
3 TYPICAL DRAINAGE INLET
THROAT OPENING DETAIL
Place 4" Dia. Siools at centerilne of inlet,
then space additional stools equal
distance from centerline not to exceed 4'. 'a TOP OF CURB GUTTER
Lt
4" Soil Pipe to Drain
Sub grade During Consbuefio - s5 Bars O 10" O.E.
Both Ways
- - -
518""Fl..r I.
- ----
/ 1 FLOW
1 Point of D.char a
9
FLOW 1 to of rear
-_ 1
ELEVATION
Double -wing shown)
A--]
#6 Bars O R" O.C. Roth Ways 4'-0" Mtn,#6 Bars
6 i6"X1/2" DOWEL PAR
-- AT 12" O.C. REQUIRED AT
SIDEWALK LOCATIONS.
E.J.
�Ga
2_3/4
ZI`�Cur�b / CEprb
2 #F Bars. a 1/2" Expansion Joint
PLAN
(Double -wing shown)
CURB INLET - JUNCTION BOX
REINFORCED CONCRETE
CONSTRUCTION
' .."......_._ _" ..� .. _....... N.T.S.
I N.T.S. /
/I s 2' /
�). - DRIVE DRIVE UPRIGHT
- - -
uss
HARPER DEV. - - - __-
/ CARTER 0l1. ,� \ �- EXPANSION JOINTS
L GO
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N
Ld
CIL
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a
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35'R -�
20'R
20.0 -
E 7' /
� I I
' O U
ap O
L
EXISTINGJ
7z.,
PIPE ARCy MP 1 "
z 1.9 MIN.
2.5' MAX. i
In„�f 1.7„ ..-
\ 3 `"""-------"----•' DOTE: SCORE RAMP 1/2" DEEP AT 3" ON CENTERS FOR LENGTH OF RAMP
Ld
?_1 0 4 CURB AND GUTTER SECTION VIMY RIDGE RD.
6HANDICAP ACCESS -RAM-P
` N.T.S. "...,•e..e",�,,..".�..
CJ .-.. 1L.7.S.
0= o
W u' nmM M. 10 nom.. .
(7 fn
Q I to _ _. _ _29.5' FROM CL To ,W r 0,11111
29
r,.5' IY S' - cl-SS 1 CURB N OUTER
s10CWALK
_ } -
�+ -+{ 4' ASPHALT WEARING SURFACE
BOC I 3:1 MAX. S
\ L.LI IX SLOPE i0 CURO 10 FXIBTINO STREET
IN
--- e' CRUSNEO stank (Sm -2)
4 AMa"OTUR9E OD i°n°Tr7( J
'o
txts HUM smttr xtw s111¢r 12' MIN- ST-10 5Je-aRADE GENE�;�NOTES
AASHo T-
e.;.::. •.n•:.•;..••;. es5x l8o Onlsnr
q S (1 / r•:t.•fw+r':TXr.K:•:'f°� 1. In areas to receive bituminous paving, concrete driveways, or curb
^
o
LITTLE ROCK PLANNING COMMISSION
.. .... STr'rS'i'r'%'^eTf+'
/ /
I
STREET WIDENING - TYPICAL SECTION
and gutter, the sub -grade shall be compacted to a density not
Q F-
OrT 2 9 1999
SFO cur
Bv:
BY:
lass than 95% of the maximum density obtained at optimum
v~1 a
AT AM
AT wTr.N PrnNr
C
VIMY RIDGE ROAD
moisture content. AASHO T-180
( )
U
NOIEe See Typle9i Apn"m Abave.
406 W. South Street
C4(
W 0
N9.11L
2. For areas of sub -grade preparation to receive concrete sidewalks,
I J
T.B.M.- rOUND P/N SPIKE AT S.E.
\
LEGEND
the sub -grade shall be compacted to a density of 95°% of the
W W
CORNER OF PRDP. (ASSUMED 97.72)
-- ---
maximum. (AASHO T-180)
--
"I t1
Q
PV 91.0- PAVEMENT GRADE
For the Exclusive use and benefit of
t.J
(p m
NO P.r6Rn W th. properly dapdbad hereon Ile. WIMin Me-
100,ear flood Piene, .....dinj' m the r.daM IIno..e.
OU. 95.0- GUTTER GRADE
3. Crushed slone- The density of the compacted material in each
Q
Pafe Mn.. Panel 100181-102F, Oefed: November 3, 1993.
�O CURB INLET
course shall be compacted to a density of 100% of maximum.
BRYANT, AR 72022
I- R
7.7 O
-- --
EXISTING CONTOURS
(AASHO T-191)
SITE PLAN
- PROPOSED CONTOURS
HARP PM
F L
u
'777=1ERIM
13624 VIMY RIDGE RD. F
P.P
P.O.B. FND R/R SPIKE ---
S.E. CORNER SE 1/4
SE 1/4, SECTION 17,
T-1 -S R -13-W,
PULASK.I COUNTY,
ARKANSAS
IL "IL IE
LITTLE ROCK
SHANNON HILIA,S
\-- TBM ELEV. 97.72
ILS 2k -
ri ) PMEA NT
YEVEU
29.5'
BOC
COUNTY LINE ROAD .50' R/W
LITTLE ROCK PLANNING COMMISSION
APPROVED, SUBJECT TO THE CONDITIONS
RECEIVED!,
D
AS NOTED IN THE PLANNING COMMISSION
MINUTE RECORD DATED 930
OrT 2 9 1999
Bv:
BY:
DAT -: jfo a9
"' `°-
� HOPE ENGINEERS, I11C.
m ° ^
406 W. South Street
C4(
Benton, Arkansas 72015
� (501) 315-0786 FAX (501) 315-0700
4�yy
--
"I t1
Q
For the Exclusive use and benefit of
LL
KENNY HARPER
5200 HWY 5 NORTH, SUITE 1
BRYANT, AR 72022
-- --
SITE PLAN
HARP PM
F L
u
13624 VIMY RIDGE RD. F
7
MABELVALE, AR 72103
DATE: OCT 7, 1999
C.A.D. BY: M. DARIUS
ir se
DRAWING NUMBER!
�► ..
1:�Lu PE
RUM OCT. 25, 1999
SCALE: I"=20'
9 9 -15 0 S 1
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