HomeMy WebLinkAboutZ-4940-B Map 4SHANNON HILLS
10.0'
LL1
1/4,
O N
R -13-W,
O M
COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED
O
AS FOLLOWS: BEGINNING
O O
THE SE
O N
-S,
O
90°00'00"
z
1 0.0'
Q
0
N
R/W LINE
'1
20 10 0 20
IIIIIIIIIIIIIIIIIIN IN
BAR SCALE:
DUMPSTER
.Pr1
JB la.
CONCRETE LOADING AREA
22.0'
(TYP)
PAD ELEV. 100.0
XZF/L�OOR ELEV. 100.7
116.33
r -
N 89059'48" W
300.36'
M
18.6'
ONLY
LANDSCAPE 7'
-..__�._ SIDEWALK _ _-�
20.00' 5.0' -
45.0'
(L COUNTY LINE I -)AD 50' R/W (EXISTING)
xw d,
19.0' 24.0'
(TYP)
V11
36.00' -
111 WA'iER LINE
(BASIS OF BEARING)
i1 90000'00" W
294.02'
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
5200 HWY 5 NORTH, SUITE 1
AS FOLLOWS: BEGINNING
AT
THE SE
CORNER OF SE 1/4 SE 1/4 SECTION 17, T -I
-S,
R -13-W, THENCE N
90°00'00"
W 294.02 FEET ALONG THE SOUTH LINE OF SE 1/4 SE
1/4;
THENCE N 00°00'0099
E
200.32
FEET; THENCE S 89°59'4899 E 300.36 FEET TO
THE
EAST LINE OF SAID
SE 1/4
SE 1/4;
THENCE S 01°48'5119 W 200.40 FEET TO THE FOINT
OF BEGINNING.
I 1
rl
I /
1
1 1
EXISTINGPRL J
CH72„
�� 0"
M. H.6
Depress Gutter at Throat
#5 Bars 0
10" O.C. Both Wa
/5 Bars 0
10" D.C. Bolh
SECTION
NOTES
1. Rings and covers are 24" type I. All
projections through pavement such as manhole rings,
valve boxes, etc. are to be wrapped with expansion
Joint material to prevent bond with concrete.
CURB INLET - JUNCTION BOX
'
0 REINFORCED CONCRETE
CONSTRUCTION
N.T.S.
e
24" -_
0 TY,FaICAL DRAINAGE INLET
3 THROAT OPENING DETAIL
N.T.S.
UPRIGHT
u
fD
I�
1.5' MIN,
2.5'04MAX.
CURB AND GUTTER SECTION ,
_ N.T.S.
smrw LX
s�1 MAX.
4" Dia. Stool
Getter
4" Soil Pipeto Dralr
406 W. South Street
GINS Benton, Arkansas 72015
Subgrade During Construction-
For the Exclusive use and benefit, of
_95 Bars 0 10" O.C.
5200 HWY 5 NORTH, SUITE 1
BRYANT, AR 72022
Both Ways
HARPER DEVELOPMENT
13625 VIMY RIDGE RD.
Slop floor fa
Polnl of Dlechorpe
f FLOW
-FLOW
1 4'X5'
REVISED AUG 23, 1999
NOTE: Rings and Cover are 24" standard
-_--
sidewalk type. All projections through pavements
-
BOX CULVERT
such as manhole Ings, valve boxes, Eric. are to
(Single -wing shown)
--
be wrapped with Ejxpansion Joint Material
A
to Prsvenf band w th concrete.
#6 Bars 0 6" O.C. Both Ways
4'-0" Min. '#6 Bars
/
Ld
SEWER
_J
METER
3
A. P.P.
-�•;
/ H
/
32.0
l
V
U
20.0'
;
124.0'-�
r
5.0'
z
w
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`
I26.3'
45.0'
� <
i
w
_
-a()
l
(TYP
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a o
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�
Z
I
O � N
Q
29.5'
of O
Ld
BOC
o
60e
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835.0'
R35.0'
Ell
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9.0
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F- L
/N INV /
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//
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1
1 1
EXISTINGPRL J
CH72„
�� 0"
M. H.6
Depress Gutter at Throat
#5 Bars 0
10" O.C. Both Wa
/5 Bars 0
10" D.C. Bolh
SECTION
NOTES
1. Rings and covers are 24" type I. All
projections through pavement such as manhole rings,
valve boxes, etc. are to be wrapped with expansion
Joint material to prevent bond with concrete.
CURB INLET - JUNCTION BOX
'
0 REINFORCED CONCRETE
CONSTRUCTION
N.T.S.
e
24" -_
0 TY,FaICAL DRAINAGE INLET
3 THROAT OPENING DETAIL
N.T.S.
UPRIGHT
u
fD
I�
1.5' MIN,
2.5'04MAX.
CURB AND GUTTER SECTION ,
_ N.T.S.
smrw LX
s�1 MAX.
4" Dia. Stool
Getter
4" Soil Pipeto Dralr
406 W. South Street
GINS Benton, Arkansas 72015
Subgrade During Construction-
For the Exclusive use and benefit, of
_95 Bars 0 10" O.C.
5200 HWY 5 NORTH, SUITE 1
BRYANT, AR 72022
Both Ways
HARPER DEVELOPMENT
13625 VIMY RIDGE RD.
Slop floor fa
Polnl of Dlechorpe
f FLOW
-FLOW
1/10 of FRO
REVISED AUG 23, 1999
NOTE: Rings and Cover are 24" standard
ELEVATION
sidewalk type. All projections through pavements
-
- _
such as manhole Ings, valve boxes, Eric. are to
(Single -wing shown)
--
be wrapped with Ejxpansion Joint Material
A
to Prsvenf band w th concrete.
#6 Bars 0 6" O.C. Both Ways
4'-0" Min. '#6 Bars
8" B
o`O a
e c°
Curb
1 2 #6 Bars 1/2" Expansion Joint
4 - --� A-]
PLAN
(Double -wing shown)
p� CURB INLET - JUNCTION BOX
(1 q REINFORCED CONCRETE
0d CONSTRUCTION
N.T.S.
NOTE: SCORE RAMP 1/2" DEEP AT 3" ON CENtERS FOR LENGTH OF RAMP
-06-HANDICAP _ ACCESS RAMP
4' FROM CL T0A1W
_. _ _ 184._®911-fi6_[2MCK OF CURB
CUSS I CURD d GUTTER
2' ASPHALT WEARING SURFACE
/ sI�
1 )x SLOPE LD CURB u4kS � cx¢ilxc aR[n
S
B- CRUSHED STONE (SN -2)
USE COURSE a 100% J
AASHO 1-191 DENSITY
EXISTING STREET , ✓ NEW STREET 12 MIH- COMPACTED SU" AOE
GENEANOTE
AASHO RTNSI S
,..,....
� 1. In areas 10 receive bituminous paving, y
p g, concrete driveways, s, or curb
STREET WIDENING - TYPICAL SECTION and gutter, the subgrade shall be compacted to a density not
YERnGAL 9Aw curl less than 95% of the maximum density obtained (it optimum
At MATCH POIM VIMY RIDGE ROAD moisture content. (AASHO T-180) p
NOTE: See TYPtaeI Seen°n. Sew` AND COUNTY LINE ROAD
eaTEL 7. For areas of subgrade preparation to receive concrete sidewalks,
T.R.M.- FOUND R/R SPIKE AT S.E. the subgrade shall be compacted to a density of 95% of the
CORNER M PRM. (ASSUMED 97.72) _ LEGEND maximum. (AASHO T-180)
FV 95.0- PAVEMENT GRADE
Me portion of the property described hereon Ilea vNhln the (lU. 95.0- GUTTER GRADE
100 year flood plana, aCs.rding to the Fed.,.I Insurance 3. Crushed stone- The density of the compacted material in each
Rale Mop, panel /050181-0024E. Dated: November J, 1995. ❑O CURB INLET course shall be compacted to a density of 100% of maximum.
EXISTING CnNTOURS (AASHO T-191)
PROPOSED CONTOURS
(FYIQTING PACK nF CIIRP) CARTER nil 7-'7S7ITLBERM
LITTLE ROCK
P. P. TPM ELEV. 97.72
rl
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
1-3 11L JAS
_J _'NT
_E1 OPME
A'N,
EXISTING COUNTY LINE ROAD 50' R/W (EXISTING)
/DST AA I E
Ili A11KA'A'Sr1S
It EGISirIt@11
P�E$,SiE1 AIt Cl)
I,
p No.5161 F` 1
%�,9,y i�
=_PALL tJ-,)o
° HOPE ENGINEER,, Ince _.
406 W. South Street
GINS Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
For the Exclusive use and benefit, of
KENNY HARPER
5200 HWY 5 NORTH, SUITE 1
BRYANT, AR 72022
SITE PLAN � Q' reC
l T
HARPER DEVELOPMENT
13625 VIMY RIDGE RD.
AR 72103
iNMABELVALE,
DATE: AUG 16, 1999
C.A.D. BY: M. DARIUS
--
DRAWING NUMBER
99-150S
REVISED AUG 23, 1999
SCALE: 1"=20'
-
- _
--
9