HomeMy WebLinkAboutZ-8519-B Map 30
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SITE PLAN OF
'l�' 4 (ORCHARDS AT MABEEILVAILIE
THIS PLAAT
LTILL ROCK, PJLASCI COYDIX-
ARKANSAS puLY 222010
ZONED PDR
--\ -,, __ ----
i
D BS =ON LEGAL CFPRO PO ED 8'SEWER MA N EXTENSION --
CURB
CURB
Lands lying
Him 307.ig
4 of the Northeast Quarter of Section 3 and in the Northwest ¢ ..
Quarterof1
in the Southeast/Section 2 all in Township 1 South, Range 13 West, Pulaski County, Arkansas more -
particularly described as follows: 4"H PE - - �� - -
r� 24"HDPE INV.OUT 298.14-�---
Commencing at a found i pipe at the southeast corner of SW 1/4. NE 1/4 of said Section 3; F,�
o... `....... ............--S.-.
thence North 90 degrees 00 minutes 00 seconds East 324.31 feet, thence North 00 degrees 00 X _.......... _X. -. ... ......X....-.,.. X::.-_ X X -
X
Dint of beg
inning: thence North 00 degrees 14 gas
East 351.72 feet to the 9 _n
minutes 00 seconds Ea P e 9. 5 S. _5 41, ' S S -.'.g i'
minutes 10 seconds East 444.69 feet; thence South B9 degrees 45 minutes 51 seconds East
y
seconds West 444.69 feet thence North B9 "
274.32 feet, thence South 00 degrees 14 minutes 10 i
degrees 45 minutes 50 seconds West 274.33 feet to the point of beginning containing 2.801 -
acres more or less.
less and except the following.
x.
RICHSMfPIi LANE RIGHT OF WAY DEDICATION: UIZSI' STRUCTURE
D
.: . AREA
.. .
........................ Q ..........................'.. .. ... ..
Lands lying in the Southeast 1/4 of the Northeast Quarter of Section 3 and in the Northwest " "" '
ction 2 all in Townahi i South, Ran a 13 West, Pulaski County, Arkansas more
Quarter of Se p 9
as follows:
30B
particularly
P Y
S '4 '50'E 6 0 '
30s
rner of SW 1 4 NE i 4 of said Section 3 31C1.`
at a found i i e at the southeast co / /
9 P
ds East 324.35 feet thence North 00 de rees 00
thence North 90 degrees 00 minutes 00 secon 9
9
f beginning: thence North 00 degrees 14
he Dint o b seconds East East 361.72 feet to t 9 9. 9 �� ":
minutes 00 sec P r
minutes 10 seconds East 60.00 feet: the South 89 degrees 45 minutes 50 seconds East 274.33
feet; thence South 00 degrees 14 minutes 10 seconds West 60.00 feet; thence North 89 degrees
45 minutes 50 seconds West 274.33 feet to the point of beginning containing 0.378 acres more SHARE ACCESS
or less. - ENT Y.:.... ..........' :...:::.::::.... r: \
RECO D D AS _.
BAS#c2 1 036748
\ 5'SI E LK5'S DEWA i .. ..
CBRTOWATS OF PRE2"ARY FLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation *0 \
and submittal to a preliminary plat have been fulfilled, approval of this plat is hereby granted, subject 7O """
to further provisions of said rules and regulations. This certificate shall expire an
/ \
Date of Execution Chairman, Little Rock O Q..'i:{::i:' j O
CSRTIFICATSOFOWNSR Planning Commission 9• in rf��rlt��
We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, mo �, f�s�.
platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. m s \\
fit.
.
..
1 / 5' SIDEWAL m
Date of Execution Garth Development, LLC S y
CONCR�TE AVING," N ill 3 -
9800 M Garth S D �_ -
9800 Maumelle Boulevard ,9, � ,P / �- •
Source of Title: North Little Rock, AR 72113
2009Q
045701 2 9
Instrument No. X.
26 I / 0 11 a \ tL6 �� O
FDC _
o o00 `iI
CERTIFICATE OF FRE LIIAINARY SURVEYING ACCURACY o o o _ o 0 o RAMP Y
I. Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made under my supervision o \ \ a 31
and boundary markers shown represents a boundary survey made under my supervision and boundary markers shown N 25 P o
hereon actually exist and their locations, type and material are correctly shown. The plat has been surveyed and duly ern I v: I o 11 H \
filed for record in the offices of the state surveyor/ and the county circuit clerk within the last (7) years. N / / ' ; / / AMF� B CHES N \
Q )/ Cn
O` I f( CONCRETE S " OMP rn
Date of Execution ROBERT D. HOLLOWA /�PAVING v A T
REGISTERED LAND SURVEYOR ti SHARED ACCESS
o % 71 ING Z Z..... NO. 83. ARKANSAS 9 - EASEMENT
$ aECORDED AS j - - _ - \ P oc
\ BFS#c2011036748
.:5
............
.....
....... ...:.. °• 8
CERTAWATS OF PRHUM[ NARY ENOII ERING ACCURACY D GATE TE "'
I. Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineering -I 1 I 9 I .. J 3' \,
requirements of the North Little Rock Subdivision Rules and Regulations have been complied with. EX(ST1NG
X / ..}C 26. 26'
POND
la-I�-II I II LD
Date of Execution R08ERT D. HOLLOWAY� �•.� - _ / CU i 0 O
REGISTERED PROFESSIONAL I//%I A T E pA ``��ar"r��rrOrra�� _ v,
4.
ENGINEER N0. 2335, ARKANSAS �/ AREAS `N ��yISTER� pi�''I 3Og " - - nj�
4- X I 22' 0 22 I I- 1
* A, `.� STATE Ur
n�? S = I wa °
', I � ra % f
!!l�SSS"ulllliYYYY,6666III! Brl� `O % SIG\ATURE v Y j
_ ; \ 5'SIOENALK
rev :'� ' C c
No. 2335 Q'�I ��tJ�♦♦, /DQ 3S0 /, B'CONC.OUMPSTER PAD TD
7J
LAl�00 I .. ... F \ /...... .
/ .:':':':..... ...... /': r I 12 ..::D(1MPS7ER:.. ..::.:/.... ........
2.::. 3 r:':'.':'r: r: 4 O ENCLUSU. ......+......
_.._................ I 5' UIL IN LI E I ':':':'SEE A. 'D ...:::::':':i{i:
I 3 ..:. ::::: rr::
NOTES: I r:rr:: o'.,.,:; ::rrr::::." r: I - - - -' SHEE .'A.
1. CONTRACTOR TO CONTACT ARKANSAS 'ONE -CALL' PRIOR TO ANY EXCAVATION WORK. " " - - -
2. PARKING LOT LIGHTING TO BE MERCURY VAPOR 'SHOEBOX' TYPE W/20' HIGH POLES W/
DOWNWARD LIGHTING ANGLE TO PEVENT LIGHT TRESPASS TO NEIGHBORING PROPERTY. �10 UTILITY 6
34
& TALL DECORATiV " T -
3. WATER SERVICE TO BE CENTRAL ARKANSAS WATER.-X-
4.I "' "" TRON...... DRAINAGE'EASEMENT
SEWER SEflVICE PROVIDED BY LITTLE ROCK WASTEWATER.
❑ ' 31 I .. c . C --
2 �
5. BUILDING HEIGHT IS APPROXIMATELY 51'-0"
6. TOTAL OPEN SPACE PROVIDED IS 0.620 ACRES. 205:LF 15
7. AN 80' DIAMETER GRAVEL TURN -AROUND SHALL BE PROVIDED AT THE END OF THE ROADWAY.
General Notes /° \_ �\
.. .... _.' : .. �_":err. . . . . . .��..
At;
1. There will be approximately 650 feet of new road construction - - - - - - - - - -
- - - - - - - - An - - - - -
2. Detention is provided in the ponds at the north side of the lot.
3. NO Designated Wetlands lie on the Property. 2. % ��/
4. All Lots will be tied to the Little Rock Wastewater Sewer Systems and Central Arkansas Water.
5. All disturbed areas must be sodded. One 1-1/2' tree per every 2 units. Si;c 1-gallon shrubs per unit. - - - - - - - - -
6. All landscaped areas to be irrigated. LANE Ei,i 589'45'50' 274.33'
77
7. All new streets shall have street lighting and signage per Little Rock Standards. g �l
B. All first floor finished elevations to be minimum 1'-0' above the 100 year flood elevation. ✓s FUTURE ACCESS &
9. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP. _\ _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ROADWAY EXTENSION
10. All dumpsters are within a brick, gated enclosure. / �I
11. Open Space Tracts A shall be maintained by The Orchards of Mabelvale, L.L.C. °'lam,
12. Occupancy of the proposed structure will be limited to persons 55 years of age or Older. .
.. .. ... __ ..
13. The maximum constructed building height for the new construction is 51 feet. i
14. The dumpster pickup and service hours shall be limited to daylight hours.
15. All sidewalk areas to be maximum 2% cross -slope & 5% max. running slope. 314�. . . . . . . . . . . . . ....... .. ...... .... .
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SOLID
SODDING
'-0"
OF PAVEMENT
3 OR 4 3' ASPH
& GUTTER WEARING
36'-0 SC TO BC
32'-0" PI
T Pt
GRADE
F.1'PIPE
o
SOLID
SE COR.
1/4, NE 1/4.
o
SODDING
SW SEC.3
g
a0
T-i-S,R-13-14,
PUL.CO.,AR N90''0'00''E
234.3
I/
9" CLASS 7 BASE COURSE AT 100% ' COMPACTED SUBGRADE
MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY.
GENERAL NOTES OVER GEOTECH FABRIC
I. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED
TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-1BO)
2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS,
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180).
3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-19i)
4. CENTERLINE PROFILE WILL REQUIRE 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
IS' DIA PRECAST SPHERE /�12' DIA PRECAST SPHERE
/� PRECAST CONCRETE CAP
_CL METAL FENCE PANELS
0
io
BRICK
IIWdd (G IIso9DIzL60 0 :M VA10
2" HMAC
(3' HEAVY-DUTY)
6" SB-2 BASE MATERIAL
(8"HEAVY-DUTY) SI-381 (NON -WOVEN)
COMPACT THE SUBGRADE TO 95% GEO-TEXTILE (USED
STANDARD PROCTOR COMPACTION TEST. WHERE SPECIFIED
PAVING DETAIL BY ENGINEER)
INTERIOR PARKING AREAS -
ALL DRIVE AREAS TO BE HEAVY-DUTY ASPHALT
FIRE FLOW/WATER PRESSURE ACREAGE PER 40
STATIC WATER PRESSURE: APPROX.73 PSI ISE 1/4. NE 114, SECTION 3
RESIDUAL WATER PRESSURE: 66 PSI
1500 GPM AVAILABLE FIRE FLOW SW 1/4. NE 1/4, SECTION 3
MAX.FIRE FLOW: 7000 GPM WITH 20 PSI
TOTAL
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VICINITY MAP
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RIGHT-OF-WAY RECORDED WITH FINAL PLAT OF
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LOT 3 ORCHARDS OF MABELVALE
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AS BAS#2011036748 DATED 6/23/11,
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RECORDS OF PULASKI COUNTY ARKANSAS
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,�C,P� •Wollavrey '•9�:
�:• Engineering, •: y1
s- • surveying S
JCivil Design, PLLC_ 2
No. 1879 ,
•S
GRAPHIC SCALE i"=30'
0 30 60
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
TYPICAL PARE3NG
NTS {�
9l l l l 9� I I I
VA
STANDARD VANACCESSIBIB
HANDICAPDETAIL HANDIC,APDREAM
NTS NTS
QUANTITATIVE DATA:
TOTAL
PARCEL SIZE
2.360 Ac
PROPOSED USAGE
ELDERLY HOUSING
RATIO
OF BUILDING COVERAGE
21.7%
FLOOR
AREA
22.314 SG.FT.
TOTAL
PARKING SPACES
64 SPACES
ADA ACCESIBLE PARKING
3 SPACES
LEGEND
FOUND IRON PIN
O FIP
SET IRON PIN - 1/2"REBAR WITH CAP
• SIP
CONCRETE MONUMENT
Q CM
CENTERLINE OF ROAD
-
RIGHT OF WAY
- -
- -
LOT LINES
FENCE LINES
X
X
EASEMENT LINE -
- - - --
-
- -
ELECTRIC LINE
E
E
SEWER LINE
WATER LINE
W
W
3.248 ACRES THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE
100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURA
0.897 ACRES RATE MAP#c050181092F, DATED 1/19/01.
4.115 ACRES SURVEY CODE: 500-OSS-13W-003-120-60-0083
500-01S-13W-003-130-60-0083
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