HomeMy WebLinkAboutS-1649-B Map 2L
...
.. .. .. ...
_ -. :..
a
00
- - -
- - - - - -
o
m
5 e owc. a
o�Vpk
DEDICATED ROV� 0 403 AC.
w
TYP.UPRIGHT CURB n
DETAIL 014/C3.04
5'CONC.SIDEWALK
DEDICATED ROW 0.390 AC.
:
FUTURE ACCESS
& ROADWAY
a
m
doh i
o
RICHS= LANE
EXTENSION
�$
O
Cu
o
W
_
p-�:.
Z _ate ASPHALT PAYING
I
o m
=
589'45'50'_, 558.93'
y
PROVIDE GO'DIA.
m
Q�GN
(�
GRAVEL FIRE
m
�� PZ
5'CONC.SIOEWALK
DEPARTMENT
E
-
- - - -
- - - - - - ---_ --------------
- - -
... . .. .. ..
- - - - -
... ... .. .. ..
------
.. -
--
..
- - - - - - - - - - - - - - - - - - - - ----------
TURN -AROUND
N
cc
-
SIP
°
gI
SIP
........ _
S89 45 5t F 279 46 -.-. ....
... ......:
S8g'45'S0'E 283.OQ' :.
/
\I
O
......
...
.........................o.. ... ... ...... ....-..:.:OPEN EPACE.TRACT A'.0;067:-.:ACRE$:. . ....
OPEN SPACE TRACT B" 0:065 ACRES.
SIP
, _
a'vr�.
VICINITY MAP
•
w N
o
12
-
H
H
:
U
0
J
F-
Z
W
Z
:»
T O
-
�
AAl1
Z
W
S
THE VALLEY ESCATES1
yMAvEeVAE PHASE I AM
T69 THE ORCHARDS AT
MA33'IEILVAL E ADDMON
]LIPI'I'1[.lE ROC[, PULASKI COIJNTY, ARKANSAS
DECEMBER I49 2010
Legal Waipdm-1A5 (Pow p ZONED C-3
Lands lying in the Southeast 1/4 of the Northeast Quarter of Section 3 in Township i South,
Range 13 West, Pulaski County, Arkansas more particularly described as follows:
Commencing at a found i' pipe at the southeast corner of SW 1/4, NE 1/4 of said Section 3;
thence North 90 degrees 00 minutes 00 seconds East 598.63 feet; thence North 00 degrees 00
minutes 00 seconds East 350.59 feet to the point of beginning; thence North 00 degrees 14
minutes 07 seconds East 444.69 feet; thence South 89 degrees 45 minutes 51 seconds East
292.46 feet; thence South 00 degrees 14 minutes 07 seconds West 444.69 feet; thence North 89
degrees 45 minutes 50 seconds West 292.46 feet to the point of beginning containing 2.986
Less and except the following Right of Way Dedication for Richsmith Lane
Commencing at a found f' pipe at the southeast corner of SW 1/4. NE 114 of said Section 3:
therce North 90 degrees 00 minutes 00 seconds East 598.68 feet; thence North 00 degrees 00
minutes 00 seconds East 350.59 feet; thence North 00 degrees 14 minutes 07 seconds East 10.00
feet to the point of beginning; thence North 00 degrees 14 minutes 07 seconds East 60.00
feet; thence South 89 degrees 45 minutes 51 seconds East 292.46 feet; thence South 00 degrees
14 minutes 07 seconds West 60.00 feet; thence North 89 degrees 45 minutes 50 seconds West
292.46 feet to the point of beginning containing 0.403 acres more or less.
Legal D=i0on - Lot 6 (Phase In
Lands lying in the Southeast 114 of the Northeast Quarter of Section 3 in Township 1 South,
Range 13 West, Pulaski County, Arkansas more particularly described as follows:
Commencing at a found i' pipe at the southeast corner of SW 114, NE 1/4 of said Section 3;
thence North 90 degrees 00 minutes 00 seconds East 891.10 feet; thence North 00 degrees 00
minutes 00 seconds East 349.39 feet to the paint of beginning; thence North 00 degrees 14
minutes 07 seconds East 444.69 feet; thence South 89 degrees 45 minutes 51 seconds East
263.00 feet; thence South 00 degrees 14 minutes 07 seconds West 444.69 feet; thence North 89
degrees 45 minutes 50 seconds West 283.00 feet to the point of beginning containing 2.889
Less and except the fallowing Right of Way Dedication for Richsmith Lane
Commencing at a found 1' pipe at the southeast corner of SW 1/4, NE 114 of said Section 3;
thence North 90 degrees 00 minutes 00 seconds East 891.10 feet; thence North 00 degrees 00
minutes 00 seconds East 349.39 feet; thence North 00 degrees 14 minutes 07 seconds East 10.00
feet to the point of beginning; thence North 00 degrees 14 minutes 07 seconds East 60.00
feet; thence South 89 degrees 45 minutes 51 seconds East 283.00 feet; thence South 00 degrees
14 minutes 07 seconds West 60.00 feet; thence North 89 degrees 45 minutes 50 seconds West
283.00 feet to the point of beginning containing 0.385 acres more or less.
C:EtTAW&TE OF OWNER
We, the undersigned, owners of the real estate shown and described herein,
do hereby certify that we have laid off, platted and subdivided, and do
hereby lay off, plat and subdivide said real estate in accordance with this
plat.
u
W
ow -
POB-LOT
Date of Execution
o 01
CBRT1FiCATE OF PRffi,n�IARY PLAT APPROVAL N89d45'50"W
562.469 o < o Q
GEO C & FRANCES MARTIN
m
o
o
ZONED C-3
Source of Title:
o
P o
All requirements of the Little Rock Subdivision Rules and Regulations
O°o
Instrument
No. 2009045701
om
relative to the preparation and submittal to a preliminary plat have been
om
C�tT�iCATEOFPRELIIrID1ARYSiIRVEYINGACCURACY
L
z
N90'00'00"E
fulfilled, approval of this plat is hereby granted, subject to further
of said rules and regulations. This certificate shall expire on
z
N90'00'00'E
I. Robert D. Hollows y, hereby certify that this plat correctly represents a boundary
survey made under my supervision
598.63'
provisions
878.10'
and boundary markers shown represents a boundary survey made under my supervision
and boundary markers shown
.,
SB" DIA PRECAST SPHERE
12' DIA PRECAST SPHERE
hereon actually exist and their locations, type and material are correctly shown.
filed f record in the offices of the state surveyor and the county circuit clerk
he plat has been surveyed and duly
within the last (7)
ul
F.1"PIPE
F'i"PIPEor
years.
SBCOR,SW1/4,NE1/4,
Date of Execution Chairman, Little Rock
SE COR,SW1/4,NB1/4,
PRECAST CONCRETE CAP
METAL FENCE PANELS
cc
SEC3JULCO.,AR
Planning Commission
SEC.3,PUL.CO.,AR
Date of Execution ROBERT D. HOLLOWAY
ca
m ACREAGE PER 40
ton I SE 1/4, NE 1/4, SECTION 3 5.742 ACRES
m
L TOTAL 5.742 ACRES
a
>
LEGEND
n
FOUND IRON PIN
0 FIP
E
SET IRON PIN -
1/2"REBAR WITH
CAP
• SIP
00
CONCRETE MONUMENT
O CM
to
CENTERLINE OF
ROAD
-
0
RIGHT OF WAY
0
r
LOT LINES
N ti
E
FENCE LINES
X
X
0
C)
EASEMENT LINE
----------
N
O
ELECTRIC LINE
E
E
CU'q
o
SEWER LINE
o
WATER LINE
-W-W
J
SOLID
SODDING 2,-0.
36'-0" BC TO BC
OF PAVEMENT 32'-0" PAVEMENT
OR 4 3' ASPHALT/PROFILE GRADE
&GUTTER /WEARING SURFACE
2% SLOPE
9" CLiSS 7 BASE COURSE AT 100% I COMPACTED SUBGRADE
MOOIF:ED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY.
GENERAL NOTES OVER iEOTECH FABRIC
I.IN AREAS TO RECEIVE BITUMIOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTEC
TO A DENSITY NOT LESS THAN95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180)
2 S
FOR AREA OF SUBGRADE PREPRRATION TO RECEIVE CONCRETE SIDEWALKS
SUBGRADE SHALL BE COMPACTE) TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180).
3. CRUSHED STONE MATERIAL IN :ACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
4. CENTERLINE PROFILE WILL REIUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
5. THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
TYPICAL STREET DETAIL
SOLID of
SODDING �_� m SIGN c
-BRICK
~ TYPICAL FENCE DETAEL
REGISTERED LAND SURVEYOR
NO. 83, ARKANSAS
CERTIFICATE OF PRELAUNARY ENGROEMG ACCURACY
I. Robert D. Holloway hereby certify that this plat correctly
represents a plan made by me and that the engineering requirements of the
North Little Rock Subdivision Rules and Regulations have been complied with.
Date of Execution
General Notes:
1. There will be approximately 559 feet of new road construction
2. No designated wetlands lie on the Property.
3. All Lots will be tidd to the Little Rock Wastewater Sewer Systems and Central Arkansas Water.
4. All disturbed areas to be seeded, fertilized, watered and mulched.
5. All disturbed areas must be sodded. One 1-1/2" tree per every 2 units. Six 1-gallon shrub§ per unit.
6. All new streets shall have street lighting and signage per Little Rock Standards.
7. All first floor finished elevations to be minimum 1'-0" above the 100 year flood elevation.
8. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP
9. All dumpsters to be Within a brick, gated enclosure.
10. All future phases and street/infrastructure improvements to be completed as each lot is final platted.
ii. An 80' diameter teigpprary gravel turn -around shall be provided at the end of each phases of
roadway construction.
12. There are 201 total parking spaces, 12 ADA spaces.
ROBERT D. HOLLOWAY
REGISTERED PROFESSIONAL
ENGINEER NO. 2335. ARKANSAS
9. 9,
VANACCESSMLE T
HANDICAP DETAIL
Valley Estates at Mabelvale. L.P.
9B00 Maumelle Boulevard
North Little Rock, AR 72113
aid 2
SURVEY CODE: 500-01S-13W-003-120-60-0083
THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE
PARING 100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE
RATE MAP#05OiBiO92F, DATED 1/19/01.
00
T1
Ln
00
r-I
U7
1h
N
d)
to
ra
d1 C
•.•i Ad
L. L
oa
N �
d7 r-I
U E
O 7
N f
O
_
Cu
0
M:
ccti
C
'C
CCUU
T
a)
n
U
d)
ti
Jc
U
N
O
O
•