HomeMy WebLinkAboutZ-4940-B Map 2SITE SHANNON HILLS
20 10 0 20 ,K
BAR SCALE:
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35.0'
6' WOODEN FENCE -�
SCREEN DEFERRED PER
CONDITIONAL USE PERMIT
9-30-99 X
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15.0'
Z BUFFER I
135.0'
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R/W LINE
3
SIDFWALN -
X
Team CL. To " _
IR' PROM CLi79 BACK -OF CURB
TA
- CS ] OR 4 CURB A CUTTIC
]:I MAX.
2' ASPHALT SEARING RURFACr
�- 2% SLOPE TO CURBIn
CRUSHED TO(,,
STONE / /
BASE
E COURSE a 100% J
MODIFIED PROCTOR DENsm
P' MIN- COMPACTED SUP -GRADE
O 94% MD°IPIEO PROCTOR DENSITY
STREET WIDENING - TYPICAL. SECTION
COUNTY LINE ROAD
GENERAL -NO 5
1 In areas to receive bituminous av I 1 d ' b
EXISTING STREET
9'
n png, contra a nveways, or cur
and gutter, the sub -grade shall be compacted to o density not 5
less than 95% of the maximum density obtained of optimum EXISTING PRILEt u NEW STREET
moisture content. (AASHO T-180) ,/,
2. For areas of sub -grade preparation to receive concrete sidewalks, w9ncAL uW cur •
the sub -grade shall be compacted to a density of 95% of the AT MATCH PGM
maximum. (AASHO T-180) Norz. s 1,p19I s A..w.
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 PER 89°5948 E
CONDITIONAL USE PERMIT
9-30-99 325.84
15.
-
BUFFER
8' WOOD FENCE
DUMPSTER
I,
" - CONCRETE LOADING AREA
%PAD ELEV. 100.0
%'FLOO'R ELEV. 100.7
i✓/iii✓iiiii:i/: �,
CL COUNTY LINE ROAD 50' R/W (EXISTING)
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LANDSCAPE 7'
==
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Cl;
r 40 2.0
- _
R2 0"
N
00
1.9" MIN.
2.-0-]. MAI.
04[LI CURB AND GUTTER SECTION COUNTY LINE RD.
N.T.S.
DGE OF PAVED AREA
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WATER LINE
W
36.0'
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�On (BASIS OF BEARING)
-f
N 90000'00" 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 89°59'48"
E 325.84 FEET TO
THE EAST
LINE OF SAID
SE 1/4
SE 1/4; THENCE S 01 °48'51 " W 215.40 FEET TO THE POINT OF BEGINNING.
0 a
t-
20.0 -e-I
14'X5' \/
BOX CULVERR'f -
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LIJZ
- SEWER /
METER
STA. P. P
T90
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wJQ CL DRIVE
c"
K) HARPER DEV.
In
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rn 35'R
20'R I \
L 120-0
--)-LANDSC�E 7'- ;
-- � T-
EXISTING !- _.i
PIPE ARCH CMp 0"
Type I Ring A Cover - 6 Bars O 6" O.C.
fYPICAL TOP RUNE.
Gutter at Throat
6" Min. POR, C.D.
#6 Bars O
f0" O.C. Both Way,
/6 Bars O
10" O.C. Both Ways
l�..l..- .._ 4'-0" Mtn. -_ YI_-B"
SECTION
NOTES
In Rings and Covers are 24" Type I.
02 CURB INLET - JUNCTION BOX
REINFORCED CONCRETE
CONSTRUCTION
N.T.S.
-- FACE OF ADJACENT CURB
REFER TO CURB DIMENSIONS
o
w A"d w w
1/2 OF DEPRESSION
REFER TO CURB DIMENSIONS
EXTRA BEAM REINFORCEMENT--
REQUIRED WHEN INLET IS
LOCATED WITHIN INTERSECTION '
RADIUS OR ADJACENT TO
COMMERCIAL DRIVEWAY. SQUARE
i- REINFORCED
� BOX REQUIRED
03 TYPICAL DRAINAGE INLET
THROAT OPENING DETAIL
N.T.S.
S. 2" 1 RO$N,
DRIVE UPRIGHT
o_MS I
CARTER OIL LD " *.6100
Place 4" Din, Stools at centerline of Inlet,
then space adclltlonal stools equal R
distance from centerline not to exeeed 4. `a TOP OF CURB GUTTER
C t- _-
4" Soil Pipe to Drain
Sub grade During Construction- 5 Bars W 10" nj,
-loth Ways
Slope Floor to - -
Point of Db.har,. /. FLOW
M FLOW - - 1p0 or Fen - - - --
ELEVATION
Doublo-wing shown)
A --I
#6 Bars O 6" O.C. Both Ways 4'-0"�#6 Bon
/ 6 1 12"2" DOWEL BAR
AT
- -- AT 12" O.C. REQUIRED AT
SIDEWALK LOCATIONS.
8" 6"
d'
E.J. tiM 4�°4
° ca
2 3/4
--�t
1 -__-- - 1 2 46 Bars - _ -1 /9" Fvn. In. -I"I"t
A
PLAN
(Double -wing shown)
CURB INLET - JUNCTION BOX
0 REINFORCED CONCRETE
CONSTRUCTION
N.T.S.
I o 1
0 \\\\
Z 1.5" MIN. 'S°N
--I 70 - „ t 2.5' MAX.
17
X _ 1-+-----r-h------�-+ NOTE: SCORE RAMP 1;2" DEEP AT 3" ON CENTERS FOR LENGTH OF RAMP
LJ
U`4ACURB AND GUTTER SECTION VIMY RIDGE RD.
3 0HANDICAP ACCESS RAMP
-
45.0• - Q00 Er)
O e N
n�"
ILLI V)
u' FRGtl c� m Rf%'_
29.s' or Mm-
2
oL Mm
? O r I S- CUS, 1 CURB a RUr'ER
HT)(, ]- SeEWAIr( 2' ASPHALT WARM SURrarr
? (.11 I ]:t MA%. 2% ri^PE TC CURB :5� EXISTING STREET
8,
C9USRE0 4 (1 /
n 6s"MIS
CUE 0 1�SRIT1
.A ,
d
EX1sTGENERAL NOTES
ING SIR[Er NFW SIFT 12" MIX- COMPACWD SUe ,a F
41115% AAS1p T -IM ']FN91Y
i:: S t+fr•}tif%f':fJ�'}:} 1. in areas to receive bituminous paving, concrete driveways, or curb
K STREET WIDI=NTNG - TYPICAL SECTION and gutter, the sub -grade shall be compacted to a density not
Q r„ rrf.'":rk}?i }'::r''rrA'f P "I less than 95% of the maximum density obtained at optimum
F- F- YERWW SAw cUl
R W1CN PRIM
V~) a WAMM VIMY RIDGE ROAD moisture content. (AASHO T-180)
V
NOW, s.. Trpm.I soon.". AE.w. 2. For areas of sub -grade preparation to receive concrete sidewalks,
� o \
tW- E j T�.9.M- r0UN0 B/A SPINE AT 9.E the sub -grade shall be compacted to a density of 95°% of the
W a. CORNER of PROP. (ASSJMFB 97.72) LEGEND _ maximum. (AASHO T-180)
Lal PV 93.0- PAVEMENT GRADE
No PRO
of the prop. , da.ebed hereon It. rRhln the GU. 96.(i- CUTTER GRADE
V) DO 100 ran, nand plane. °...reins I. the Federal hH.ron.e 3. Crushed scone- The density of the compacted Rate MCA. P.nel /050161-0024E, noted: MC,.mt., ]. noll. - - Y p tied material in each
O QO CURB INLET course shall be compacted to a density of 100% of maximum -
EXISTING CONTOURS (AASHO T-191)
PROPOSED CONTOIIPS
(EXISTING BACK OF CURB) CARTER OIL ��BERM
29.5'
BOC
LITTLE ROCK
SHANNON HILLS
TBM ELEV. 97.72
P.O.B. FND R/R SPIKE
S.E. CORNER SE 1/4
SE 1/4, SECTION 17,
T -1-S R -13-W,
PULASKI COUNTY,
ARKANSAS
HARPER9 I
IP IL-4
) EA -i VE L () P M [A N T
COUNTY LINE ROAD 50' R/W
Li7TLE ROCK PLANNING COMMISSION
ADOOMICni aI In ICrT Tn TUC rnMMT7nMa
AS NOTED IN THE PLANNING qC61mISSION
RECEIVED
MINUTE
VT 2 91999
nRLcGR!DA�nE��D
BY: S L 4w R�CiC -
DATE: 1
C
HOPE EN('INEEI�S, Inc,
406 W. South Street
C
Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315--0700
For the Fxchtsive use and hPnefit, of
KENNY HARPER
5200 HVYY 5 NORTH, SUiTE 1
BRYANT, AR 72022
SITE PLAN 514R Vf:
HARPER DEVELOPMEN
13624 VIMY RIDGE RD.
MABELVALE, AR 72103
DATE: OCT 7, 1999
C.A.D. BY: M. DARIUS
DRAWING NUMBER:
9 9 -1 5 0 S 1
REVISE25, 1999
EDD
SCALE: i"=20'
�OCT.
_ 1-7-7-J-77-
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