HomeMy WebLinkAboutS-1782 MapLEGEND
CENTERLINE OF ROAD
-
BOLLARD
OB
RIGHT OF WAY
-
-
- - SIGN POST
O
LOT LINES
ROOF DRAIN
RD
FENCE _,-,-,_,-,-,_,_,_
(6' WOOD)
ELECTRIC METER
EM
EASEMENT
- - -
- -
- -
-
GAS METER
FENCE
(4' CHAINLINK)
X
X
SEWER CLEAN OUT
OVERHEAD
E
E
\ /
ELECT. & TELE.
GATE
SEWER LINE
S
S
WATER LINE
W
W
ASPHALT PAVING
GAS LINE
G
G
CONCRETE PAVING
CURB & GUTTER -
-
- -
- -
- -
QUARTER LINE
TRAFFIC
a�
SIGNAL POLE
FIRE HYDRANT
A1315REVIA11ON5
WATER METER
OW
NIBC - NAIL IN BOTTLE
CAP
ROW- RIGHT-OF-WAY
WATER VALVE
N
(D) - DEEDED
(M) - MEASURED
LIGHT POLE
POO - POINT OF COMMENCEMENT
POWER POLE
O
POB - POINT OF BEGINNING
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CERTIFICATE OF OWNER
We, the underaigned, 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.
Date of Execution Capital Equity Management Group, Inc
PO Box 1747
Modesto, CA 95353
Source of Title: 209-593-3936
CERTIFICATE OF PKEUMINARY PLAT APPROVAL
All requirements of the Alexander Subdivision Rules and Regulations
relative to the preparation and submittal to a preliminary plat have been
fulfilled, approval of this plat is hereby granted. subject to further
provisions of said rules and regulations. This certificate shall expire on
Date Date of Execution Mayor, City of Alexander
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations
relative to the preparation and submittal to a preliminary plat have been
fulfilled, approval of this plat is hereby granted, subject to further
provisions of said rules and regulations.
Date City of Little Rock Planning Director
40�
A o+
e
\ /
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A
'P� a. S A
C��'�.TJPP'' �ibOe �lry�OySl�S
,1• v`Fp` / �•i;`CS. ���°�, \
n
° . Form MI
SS00.
EXCEWr\O\�'C9
/FCIl•D7'.
/ AXLE
/ ,p� �� 2
dS �P'O 1rL0' K�O•.k.
OA '�
+T�oLOT
SW 1/4, SE 1/4, SELTILIN IS, - _\LITTLE 210
3fi.97'
N44.49 43-E
NW 1/4. N IE /4, SEF-TION 19, T-. 5 _ , =a �,
AL FYAv1cn
SET 12' REAR
I. 7`H CAP
TOTAL PARCEL SIZE
17.762 ACRES
PROPOSED USAGE
SINGLE FAMILY RESIDENTIAL
COMMON USABLE OPEN SPACE
5.744 ACRES
AVERAGE LOT SIZE
0.177 AC.
LENGTH OF NEW ROADS
2568 FT
MINIMUM LOT SIZE
5500 SF
NUMBER OF LOTS
59 LOTS
OPEN SPACE TRACTS A. B &
C
LOTS PER GROSS ACRE
3.32
AJ2C LENSTH
CORD
BEER DF ORVE
RADIUS
DELTA
TA•tCz31T
El
34.16'
.14'
19.0555'
37000'
BSBIE'
I1.40'
C2
3339'
3l'
19-D5'55'
3100D'
6°Z2'�'
&I'
E3
22.46'
.45'
25.0429-
2285D
5.3-51
11.24'
E4
58B5'
01'
51.11'45-
10000'
3E'4_1I'
331'
VILLAGE
O YN
AN ADDHTHON TO THE
tT / �o -V �0' \ So 2 '.2 'li'kAp ' SS • t • N 2 {/(/^���Pj���j�����'�9� T���Y A� T��9 �''[[��y (4 �K{(� TI I� �7II 1I II 'Ir I�K(4 (/(/�
• a'v 9 °'\ v.1% . P� O°_ 7 7 CMES 1 ES OJl ALEXANDE �I & Ld1L Y Y E RO K9 Z
ss ° a boo°° w _ //����
T�1L�r�� pq� ,1\'.\p 777������ ,Amp SALINE
������7�IL�q ARKANSAS
'�\UT�\ry\ �• �`LJ
1L �JlLdd- S C(C)e IVL�pD.Y���,'1nnJ,1pA VJL.¶¶d CO., d ]1d. V D� AS
,;a ° ,. s.3 °\ �' a arc ss ? lL 1B3iIYd2®JL6 1-
O C e5 s '� E " 01 3r o. OA P"` o
s9s rCp.�a. F 9 P4 O ! aso a�•/O ssv v tia9 0 0.
,� �% PP .s sv•rCT °. s aP Ss\�.� o P� o�Obti"�4•'�, ZONED R2
O0 01 Orr�r va . SOLT i pf/ �=ROCK)
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m LD'T 1A m WITH ECLARE NUT
0•S��ec LXL
LEGAL DESCRIPTION: L' S= AA`` O! aso '9C / so Co Soo. �'F oo °2^,�oti0 •b. p93T.0T Lends 1 in the
00 $s�LLI
�l� °' F / Ap�h.� 9ra by pp°O'��p pG`` o Range 131West. Southwest Quarter of the
Arkansas more5outheast particularrlyrter of descrribedcasofollowsownship 1 South, _
°. r �,Oo.P m Beginning at the Northeast Corner of the Northwest Quarter of the Northeast Quarter of (Q /O C �So 'qc e . off. as c�01• n �, o
'° / s o o F 2° P °2 i s r�'r Section 19 of said Townships 1 °outh, North 86 degrees 59 minutes 52 seconds West 740.49 ,J
\a-0 9 0. F o0 9sr T P. ss aP +26�. �° 's - MUNICIPLE MULTIRRP❑SE feet; thence North 43 degrees 59 minutes 16 seconds West 345.76 feet to a found axel on the •�
/ PR❑P. ❑WNERS IMP. DIST. South Right -of -Way of 4th Street; thence along said Right -of -Way North 45 degrees 05 minutes pg
3a T?
\s.re .•'O h� / I� 70. iN +P° Sv. PyF ••nit 'L � °� C!
OCo Soo o `� Q r Ss '.>. PARCEL # 45L❑96❑❑❑Z2❑❑ 23 seconds East 745.26 feet,; thence leaving said Right -of -Way South 43 degrees 17 minutes 23
°°° jtTa s m °o P� $ eN o ^ % 19's s ,h y 51Z ❑AKI7ALE 00I]R112 second East 676.22 feet; thence South 02 degrees 06 minutes 48 seconds West 321.70 feet to
the oint of beginning containin 11.441 acre more or less. U
\ o l ''s'O � P' P sm 'o. Jo z ^ �+s . ALEXANDER, AR P 9' g 9 ppa
s9s'F`Jt� C? AND;
i.
OJ+9 47.01 S87'54'4B'E h o
L• 7e.37' Lands lying in the Northwest Quarter of the Northeast Quarter of Section 19, Township 1 South, C�...
,✓ crOT °o.'s °° Range 13 West, Saline County, Arkansas more particular)y described as follows:
AC. 9\' OPEN SPACE TRACT A 388012'02% Beginning at the Northeast Corner of the Northwest Quarter of the Northeast Quarter of
42 24 c�e0p9, 0°^ 4.508 ACRES 1322.18' Section 19 of said Township 1 South, South 02 degrees 21 minutes 31 seconds West 498.31
°F LITTLE feet: thence North 73 deggrees 32 minutes 37 seconds West 677.16; thence North 11 degrees 24
9
730. 70' S.. 311152"E ROCK /-4"CONC•CORNM minutes 10 seconds West 351..7B feet; thence South 86 degrees 59 minutes 52 second East
2e '\'s \ o aa.7e' S1.79' S).7e' 95 1 PULASKI 740.49 feet to the point of beginning containing 6.653 acre more or less.
�,'Pq PD 6 3 �. �pT q^ m W es. s3' ALEXANDER-�. SALINE :.../ ��R. P 9 9 9
5 +o q APy'E s0 S ° m ni VO w MAR SEC 19,
\00. ':� •f�1�;po o r' y�o- P SSl'1/2 LESS AND EXCEPT
s° o•+ o° pp \ �' Qm o a� ti�j m h o ° WrM CAP T-1 Lands lying in the Southwest Quarter of the Southeast Quarter of Section 18, Township i South, C
n Oaf•° nn'. �• o n i.oN h. r� W
°' •� !SE � of �^m �.ovm p p e o� ,o ^ NECOR. -13-W Range 13 West, Pulaski County Arkansas more particular)y described as follows:
S m rj�jrvq�plgv� Commencing at the Northeast Corner of the Northwest Quarter of the Northeast Quarter of
\ o 0 2n LOT W SAC 19 Section 19 of said Township i South. North 86 degrees 59 minutes 52 seconds West 740.49
- 0.399 AC. m ' feet; thence North 43 degrees 59 minutes 16 seconds West 345.76 feet to a found axel on the N g T-1-3,R-13-W South Right -of -Way of 4th Street which is also the paint of beginning 100.02 feet; thence C
�.°y. leaving said Right -of -Way South 45 degrees 15 minutes 01 seconds East 141.99 feet; thence
South 44 degrees 49 minutes 43 seconds West 103.31 feet; thence North 43 de rees 59
°��•° °i, I' ` 5p'09' A-37.5s' minutes 16 seconds West 142.50 feet to the point of beginning containing 0.gg32 acres more or (n
yti. � - - Q1 4.24,
P 9 9 9 3
�S°, "S, _� `•Px OHO !qo > •eq° W �• I S87'38'29-E less. .11
A, mryM 4. m ry (Qp CERTIFICATE OF ENGINEERING ACCIIRACI' L O,F^° ^p0'y _ / A=50.23- oN N
so 02dob°j° v^m N �$ I. David L. White hereby certify that this plat correctly
°p' " ' yroc,6 LOT 53 " represents a plan made by me and that the engineering requirements of the am
so 00, �� h �� o 0.409 AC. EMERALD MOUNTAIN PHASE II Maumelle Subdivision Rules and Regulations have been complied with. 4J
8500 = Q��m9 55`' 50DMSION10
sse�9 z rya 2+° Date of Execution
DAVID L. WHITE (D
OPE ej.sg'0 F 858.08 3'E + REGISTERED PROFESSIONAL a � C3
4 5 p8 4 7.'9SCT A 5e.os• � ENGINEER N0. 10892, ARKANSAS = O CU �
LLJO
In z
CERTIFICATE OF SUKVEYING ACCURACY In
GENERAL NCTES: I, J. Eric Holloway, hereby certify that this plat correctly ate) o
M 1�y3e32� represents a boundary survey made by me and boundary markers shown a)
RAY 1. PROPOSED STREETS ARE PRIVATE WITHIN A 60' ACCESS, DRAINAGE AND UTILITY EASEMENT. hereon actually exist arr their locations, type and material are correctly b rn U r'
Pq�OND 6Tj16 UNLESS OTHERWISE NOTED. shown. +`���+�GWJI$ . ���D N
# �8/ ` 2 ALL LOTS SHALL HAVE 25' FRONT 25' REAR SETBACK & A 5 0' BUILDING SET ,4
THIS SURVEY' :
l
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(Sj34�� r i -""tea` .... P•a �,� f �� 01
i , I r#.'65 to
y - r .-Vj. cn 3
1' m 0
-N- RNr t 7Vv dJ �� c : t F X ��r 'z -� Do
M
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GRAPHIC SCALE V=100' Y o
--
"lsra'�
0 100 200
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE
CONVERGENCE:-0.260343520 + . ga + °* 4 S_ CU
1
(HEAVY DUTY) ''- ,? A ,' ° '- :. N C
> 07
�. �a 4 .,
27' BOC TO BOC ,�` � Sv s d4r 1: .R` �•'.. •,y y
< L L
a• CLASS 7 BASE COURSE AT SOOX MODIFIED 21TYP UPRIGHT CURB" a ! • CI Q
PROCTOR DENSITY OVER GEOTECH FABRIC (SEE DETAIL) n• m -
A e
UPRIGHT CURB ' � T
PROFILE GRADE `�r. (I) Op
1 NAX S ASPHALT WEARING ni s '• °: i - SKY (p ry
SURFACE X `' sY .h +s .c.,ww ra ea £+ ,;..a- U 0)
---3X SLOPE 3X SLOPE, �p �/. �� /� �
/i /o 4" Pax rICINI1 i MM N. T. S.
3• N 4' PERFORATED CU X
12' BACKFILLED WITH
UNDERDRAIN PIPE COMPACTED SUBGRAOE 6° COVER AND 12 WIDTH
AT 95% MODIFY PROCTOR DENSITY. OFRAINSF GRANUTAR MATERIAL
JUNCTION
ROADWAY TYPICAL SECTION BOX OR CURB INLET) ��{4q�� PLAT
i
PAVING NOTES NOT TO SCALE �4��®� �
i. IN AREAS TO RECEIVE BITUMINOUS PAVING. CONCRETE DRIVEWAYS. OR CURB AND GUTTER.
SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95X OF MAXIMUM DENSITY
OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-190) Q ��
2. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF o e
100% MAXIMUM (AASHTO T-191).
3. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME
STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE. n\\ A`
- - 4. GEOTECHMICAL REPORT BY ANDERSON ENGINEERING. n V� O
s-• O a. s a o' 9 5. CURBS AT THE INTERSECTION OF BEAU RIVAGE DRIVE AND BEAU RIVAGE � \�` " "II I( \\VII �`V
v .7•q. J• ci � ''6.\ d +2 ,� !c;4, sy, y�A •R COVE AREA SUPERELEVATED TO MAINTAIN DRAINAGE IN GUTTER TO J.�11LL
cs OAt P9 ° "V:� T _ - PREVENT RUNOFF FROM CROSSING BEAU RIVAGE DRIVE.
CC CO
o o N 9
a s\ a c• s ��, �cc60~' z Z
o\ + E s
8r or /"� °
ss O� Ln U1
8,O` N
o,99�
BACK &
DRAIPAGE AND UTILITY EASEMENT ALONG ALL SIDES OF THE LOT UNLESS NOTED OTHERWISE.
�� ;° SfA'180P °.,, 1i
'=
oM,DT
I
Date of Execution J.Eric Holloway
_=�` '`` N
3.
ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING.
REGISTERED LAND SURVEYOR
= _' =p4=
qR
NO 1603. ARKANSAS
= = E c
``ram Irz. REHAR
4.
WATEP WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
G z mCOiA19�s e
w1TH CAP
FLOOD STATEMENT:
5.
WASTEWATER
DISPOSAL WILL BE BY THE LITTLE ROCK WASTEWATER UTILITY.
GRAPHIC
NO2'25'27"'E
6.
OPEN
SPACE TRACTS WILL BE DEDICATED AND MAINTAINED BY THE CONSERVANCY.
PLCITTIN6 CIF THE INFORMATION 5HOWN ON FLUDII INSURANCE RATE MAP
PROPERTY
RT
THATFLOC
161. 40'
NCIE-A� � OWN HEREON
`
7.
THE
ROPERTY OF THIS PLAT IS WITHIN THE CITY LIMITS OF ALEXANDER & LITTLE ROCK AS
LIES WITHIN XX ANTEDII NOT WITHIN. A T]HE
WELL
AS BEING PARTIALLY WITHIN PULASKI AND SALINE COUNTIES.
S.
ALL
TREET RADII IS 25.00 FEET UNLESS OTHERWISE NOTED.
5URVEY CODE:
V.
500-0IS W-0-18-000 60-13C5
E00-0I5-14W-0-19-000�2-180E