HomeMy WebLinkAboutS-1636-C Map 2OVA\U R / DEVELOPER
Shollmiea Family Limited Partnership
13925 Beau Vue Drive
Little Rock, Arkansas 72223
-N-
4J
ro
n
o
0
rn
/ j�j - -- / l "..�.\ "_".,Y4. t '• t; 7t, t '^,.�rFS�, ��tar"rs ' :4 �1 � � I lf�f' � (� �
���% __ _ , , n. , `'-r °( fir iN ;� " •� UJ E
_J (mTl L
BLOCS8 p v a
WALTON HEIGHTS °D 3
--- a
BK. B6i, PG. 329 " ,�. .r _ o
BLOCK8 ���� ��� [//�� v vvv yvvyvvV v\\\( vv- - _ �� _S_ _ %-2' ZONE p� Lb o
1� 1��A� vvvv y�,vvvvv vvvvvv x •-. t
/ WALTONHEIGHTS\V�, �� ���A�==��AA vvvv\VAAA\\\\\\A\\V A�� _ - -__ _ __ GRAPHIC SCALE 1"=60'
"iv� vvAy VAVyy�_= AAAAA AAAV V AAvvvvV AvV A\\V ��� t'... x Eiji "�.6 �f•y :. ,r M t.'
'R-2' ZONE v v v vvv _ EXIST NG 6"... V.
j'
O 60 120
SANI QRY
ti2a>t
\VA\� v VAA 'vA\V VAVV AvvAVAAAV AV AVA _---�_ - vv vvv ���=--
BASIS OF BEARING i ,�•
ti._STATE PLANE COORDINATES
•LU1.
COS&
0
ARKANSAS NORTH ZONE NAD-83 ;la"k•;`,;.t`i5 . C2
.. r.. E >) (T7
m
CU
VICINITY MAI
Ln
oy � � - v _ �LS�v v vvvvv v�� w� v wv vvvv AAAv vv�w AvVA Avv� VAAAVA� � Av vV Avv v VA VAvVvvv v\vA VA VAv y� � �� �A �\ m r V AVAvvv V� _ _ - vvv v � vvvv vw� vvvv vvv v� vv vv 5` � >
!_ L
r0
V ,. AvAA AAAA AA AA VA VAVA\\\�\\ \\ VAV \\V\ \ V\\\V A VA \VA\ \Av�� A VA _ - v vvvv �'w vvvv vvvvVV vv Av w "i
\VAAAv A A -vvv �v v vvvv vvA Vv � vAvv � C7 Q
VAAA A A\ VAA V A\V A A V AV A \ \ _ = w� w v vvvv vvv vvVA vvv vvvv v VA v T
9 A \ \ VAAA AAAA A AA A VAAA AAAA \V AV A AA \ V A\ - AV A \\VAAAAA \\ \\\V A\\ V A\\\ \\VAvAAA \\\V AVA \\ \ V - -- wvv�� vvvv vvvvv \ vvvvv vvvv y� AA VAA v u.}� T
� / v v � vvvv vvvvv vvv.. yv vy vvv ` yv vv vv vvvvvv vvvv v \vy vvvvvvvvvv A V N 41
'J� � , �t _ - - 9L 6 - � \ \ V V \-�A AAAA VAAA AAAA VAAA AAA � \ \\ VAAV AV A\ V\\V A \\\\ VAA\ \V A \V\\\ \\A�\\\ \\V\V A \V AV AV � � • �i � ww w vv v vvv v� -� vvv v vw VAA AA A v
S_ _- --
-- no
r
U`D) E
"
O
0 no
\�- / �.:'..�.:.,..V •d��V�AAA A VAAA AAAA AAAAA\\\\\VAA \ V�VAA\\\ �\\\� \\ AV'�AAAAAVA V \\\ \\ A \V�_-_ \\\ v AAAA\vvvvvwvv� vvvv vvAv�V A\\ \ V� --- -- --- - - N � QL
\V A\\V AAAAAV A\ A V A AVA vv v vvv _ �� v v vA V A
-
�
-
�''
-
V'
11� I �.:.. .. v vvyv vvvv vvvv v vv vvvv vvvvvv vvvv y�vyvv y vv vv vv vvvvvvv vyyvvvvvvyvvyvvvv vvv vv vvvvvvvvvvvvvvvv vyvy vy vv vvAA\\\ - vv vv - v vO v vvv- - _ _ _ _ =_
-
\\\V A\VA\ vvvvv_--_vvv vA A,A V � -
�-
°�
�/ � � �� i . A A\\\\V\VA\V\\ VA\V •A\\\VA A\\\ V\V A A A\V A\V� � � -��� vAV A VA\\ Av �-= �-- --- = �= �ii- _-_ �i
-
:
\\\�A\v�V
� �. � :::::• 172' '� �_ '� - v � v �.... V A\V A \\ �A\\\ v\\\ ywV A\VAAV\v\\V AV A\V\ \ �Vvv\\ �
�� ;' Q, � / �/\ v -SI • A V V A` vA \ V A\ \\\\ \\\\ VAVA \\\\ \\V� \\V AA VA\\\ VA A\\\ \\\\ V A\\\ V A\\ \VAAAV\V A � \ V A\\\ \\\V A�� �� vA AV ` VA �\ VA \ \ � \ vvv � � - - - - -_ _ - �%i i � _ � � _ - _
M V ) •� � \ v - v `� � �.. ��, y. vv v vvvv vvvv vyyv vvvv vvvv vy y v v� � yvvvvv�vvvvv yy� vvv vvvvvvvvv vvv vvvvvv A � �A,` \ \\vv vvvA\\VAVA vv' VAA\ `\ \VA \ v � � ;_ �- _ - _ _ - - _ � _ - � � - --- �
v v'y v vyyv vvvv vvvv vvvv vvvv v�;' vv vvvv v vvvv vv vv�y vvvvvvv vvvvvv vv vvvvv vvv vv v \\\ v vvv A\ \vvvvvvvv y� vvvv vvv vvvv vv v , _ - - _ _ _ - - _ ; = ;_ _ S=
--
\�\�36WE20.81;
V
\ \\ V P®RRE11-ml- �';%� �9'� 'b'�
_-
\
A\
VV
\V VA VA\\\ V A \ \ vvAA AAvv AV A\V A\V A\\ �= V\\\ \V A\\V A\VA VA \ C • _ �wv �� _ - _ - �� i ��iii%��"%%���
V�
v v v,�vv v vy vvvv vvvv v v v: v�v�vv� vvvvv vvvvv vvvvv\yvv A� Ayv vvvvvv vvv A\ vvvyv�vv��vvyv�yv� ���;vwvv� -----_ , ,��%�������- e� BLOCK 5 WALTON V %vvv ��\. ' � s.Vv N4! \v53 �Av '.. vyv vvv .vvvv vvvvvvvvvvv vvvvvvvvvvvvvvvvv\v\vvvvvvyyvvwv,� \yvV\\ vvVvAVA�V� vAyV�A v\Vv \A \\\\VV VAA\V\V AA� V �����\AV\V \����vv_=��vvvv vv\v\vv\vVv\VA\\VVVAA\\Vv\\im\\\-_ v��_vvyvvvvvvvvvvvvvvvvvvvvyvvwvvvvvvvvv����w���vw�vvvv�vwvvvvvvvvvvv�vvwwvvvvvVvvvwv�vwvvvv� v
HEIGHTS i� / ��/_ yF• ,
_I
`C\� �:.� \\ `l\A AA\V y,A\\\\\\\\\\\VAV A\VAA�� \\\V A\\�A\\V AV �� �� ��A\�� _wvv\V\\\\\VA\V A\\�-_vvvv Avvv vvvvvVvv��� ��'�w��wvv�wvvwvwvw�� �_ - --_�i %/ ��_ =-___ •� �;
\\ �A 5-� A v-
\ VA \ '` LO`iB i 9fl V v OB BK. 861. PG. 329 1 s \ :. � l � A , v S -
R-2 ZONE
v / V '• V � � V A i � \ � ,..., � _ _ . ., . A l@•..' . � � � �E --. •,-� A � V � \ \ V �� V � \V �\ � � \ � - _ �vA \V\V A V A\ \� -_ vvvv yvvv vvvv vvvv vvvvv vvvvvvvv vvvvv�� __ _ -_ -_ _ � � -
\\\
53
\\-
\ ro / PLEASANT LOr
G6?1 \ \ \ \ \ \\
nsvco. \ \\\ \ \\ \ \ \ \ \ \ \ \ \s
US
u aS \ \ \ \ \ \\\
IRON PIN \ \ \ \ \ \\\\ \\\
CENTER SEC.21, TRINITY ASSEMBLY
• � � \\ VAA vvvv AVAAA � V A � � � vvvvvvvv vv vvvv vim-. vvvvvvvvvvvv v� �r V _
T-2-N.R-13-W
PUL. +�.,"D• A
�OF GOD CHURCH HUGH HART
'OS' ZONE Z I POLLARD NE 1/4 SECTION 21 PQ$
QUANTITATIVE DATA:
R-2' ZONEZ BONNIE SE 1/4 SECTION 21 CONC"MON.
i
O TOTAL PARCEL SIZE i i6.438 ACRES HARV PD-R' SECOR.,NE 1/4
/ONE
cl PROPOSED USAGE (SINGLE FAMILY RESIDENTIAL SEC.21,T-2-N,R--13-W
"u) I TE.R � PUL.CO.
Ip CA 4TRELL WEST COMMON USABLE OPEN SPACE 6. 292 ACRES ��'�� ��''� C
o PROPERTIES TRINITY DEVELOPMENT SCHEDULE: NS �� �y1STER� ., BONE ,AR.
AVERAGE LOT SIZE 0.227 AC. / ,"" , HARVEY-
OFGODCHURCH CONSTRUCTION OF THIS PROJECT WILL COMMENCE IN SEPTEMBER 2013. a gTATEOF '•.,
m OS' ZONE OS' ZONE Z LENGTH OF NEW ROADS 569.5 FT COMPLETION WILL BE APPROXIMATELY DECEMBER 2014. All A�;SAS
,' ARKANS S ' PD-R' ZONE. w
O MINIMUM LOT SIZE 0.633 AC. $ .SST '� fib? �• •O- O
Cu NUMBER OF LOTS 9 LOTS $ r. S)0'ATURE e : GENERAL NOTES:to
OPEN SPACE TRACT A �j „1
(S c 1. ALL LOTS SHALL HAVE A 5.0' UTILITY EASEMENT AT THE STREET. >
LOTS PER GROSS ACRE 1.825 * S ; J'�Tp 01t.•'c�� 2. ALL LOTS SHALL HAVE A 5.0' DRAINAGE AND UTILITY EASEMENT ALONG ALL SIDES L
m LEGEND ).23 5 N�� �AL"x••+�S`�`` OF THE LOT UNLESS NOTED OTHERWISE.
L (HEAVY DUTY) J CBRTIFICATBOFPRSLIIYIIIdARY��L��iy'f [JOVALc O� i LAL" ;�
Q O FIP =- �r4r,full.....% 3. SETBACKS WILL BE IN ACCORDANCE WITH THE ZONING ORDINANCE. oD
FOUND IRON PIN 24' BOC TO BOC All requirements of the Little Rock�h i6n Rules and Regulations +'
SET IRON PIN - 1/2"REBAR WITH CAP • SIP TYP. ROLLOVER CURB relative to the preparation and submittal to a preliminary plat have been 4. PROPERTY IS ZONED R-2, AND WILL BE USED FOR RESIDENTIAL HOUSING,. f0
r' CONCRETE MONUMENT O CM 7' CLASS 7 BASE COURSE AT 100% MODIFIED fulfilled, approval of this olat -= hereby ;-anted, subject to further
o PROCTOR DENSITY OVER GEOTECH FABRIC? (SEE DETAIL) provisions of said rules and regulations. This certificate shall expire on B. ALL LOTS ARE INTEPDED TO BE SOLD AS SINGLE FAMILY HOUSING.
L CENTERLINE OF ROAD -
U)- - - - UPRIGHT CG=6 -PROFILE GRADE 6. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER. m
RIGHT OF WAY
aCi LOT LINES 3'1 MAX 3' ASPHALT WEARING 7. WASTEWATER DISPOSAL WILL BE BY THE LITTLE ROCK WASTEWATER UTILITY. O
y _� SURFACE S MpX Date Date of Execution Chairman, Little Rock rr Q N
FENCE LINES -X X- 2X SLOPE-� 3' \
i _-,2% SLOPE Planning Commission B. OPEN SPACE TRACT -A WILL BE DEDICATED AND MAINTAINED BY THE CONSERVANCY. p r
Cc
EASEMENT LINE - - - - - - - - - .. 3r1 Mq f Cu
>• ELECTRIC LINE E E /� _ _ _ _ _ _ _ X CERTIPLCATEOFENCHNEERINGACCURACY
- - _ _ _ _
SEWER LINE O --S S-O �yPx -_� -_ _-III-_III-_III-_III-_III-_III-_ -III-_ I h _ �_ 4" PERFORATED I, Robert D. Holloway hereby certify that this plat correctly T dDi O
m WATER LINE W W 3 - - - - - -� -� -� -� -� -I -III-� - 12' UNDERDRAIN PIPE represents a plan made by me and that the engineering requirements of the n �c aj
BACKFILLED WITH Maumelle Subdivision Rules and Regulations have been co lied with. U a)
COMPACTED SUBGRADE 6" COVER AND 12" WIDTH rn a) 4J
rn AT 95% MODIFY PROCTOR DENSITY. OF GRANULAR MATERIAL ROBERT D. HOLLOWAY do certify
U D N
m (DRAINS INTO JUNCTION 1/ We, th ICATB OF ned. owners of the real estate shown and described herein,
> LBCiALDESCRIP'IZON: ROADWAY TYPICAL SECTION BOX OR CURB INLET) // We, the undersigned,
•� Date of ecuticn r
� - we have laid off, platted and subdivided, and do
r Part of the Southeast Quarter of the Northeast Quarter Of Secticr 21, PAVING NOTES NOT TO SCALE REGISTERED PROFESSIONAL hereby lay f p and subdivide said real estate in accordance with this
ro Township 2 North, Range 13 West, Pulaski County, Arkansas, more - ENGINEER NO. 2335, ARKANSAS plat. ```�� OF AU;''
particularly described as follows: I. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, ��.•.."'•• y0'.
Do SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY �P (+ Holloway Commencingg OBTAINED AT OPTIMUM MOISTURE CONTENT at the southeast corner of the northeast quarter of said " '
o Section 21 which is also the point of beginning; thence North S7 degrees . (AASHTO T-S80) (�TIFICATEOFSURVEYINOACCURACY Date of Execution Kenneth Sh011mier = �: Engineering, '•
O 42 minutes 36 seconds West 1460.16 feet; thence North 23 degrees 53 2. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF I. Robert D. Holloway, hereby certify that this plat correctly 13925 Beau 'View Drive = Surveying& I
i minutes 03 seconds West 441.05 feet; thence North 52 degrees 14 minutes 100% MAXIMUM (AASHTO T-191)
represents a boundary survey made by me and boundary markers shown Little Rock, Arkansas 72223=w:civilDesign,PILL0
30 seconds East 435.50 feet; thence South 80 degrees 59 minutes 16 7 hereon actuall exist and their locations, type a d matey al are correctl Source of Title 2006002726
o seconds East 125.95 feet; thence South 64 degrees 29 minutes 05 seconds 3. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CUPS FOR SOME Y Y ,
Cu cn f East 200.10 feet; thence South 67 degrees 08 minutes 35 seconds East STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE. shown. 879 U
" a 394.10 feet; thence South 60 degrees 02 minutes 47 seconds East 329.39
m o c+ feet; thence South 69 degrees 18 minutes 28 seconds last 365.24 feet; 4. GEOTECHNICAL REPORT BY ANDERSON ENGINEERING. ",gRKANSPS```
O � N thence South 00 degrees 38 minutes 15 seconds West 1/5.82 feet to the SURVEY CODE: PORTIONS1OF THIS
1-100-ERTYOBS '"anm una•"`
5. CURBS AT THE INTERSECTION OF BEAU RIVAGE DRIVE AND B)qL RIVAGE Dat f Execution ROBERT D. OLLOWA �
N ti o point of beginning containing 16.43E acres more or ifiss• COVE AREA SUPERELEVATED TO MAINTAIN DRAINAGE IN GUTTER Tp THERE ARE NO PORTIONS OF THIS PROPERTY INCLUDED IN THE
/ REGISTERED LAND SURVEYOR \ PREVENT RUNOFF FROM CROSSING BEAU RIVAGE DRIVE. N0. 83, ARKANSAS 100 YEAR FLOODPLAIN A£ SHOWN ON FEMA FLOOD INSURANCERATE MAP #0501810042-F, DATED OCTOBER 19, 2001.
J V (3)