HomeMy WebLinkAboutS-0285-VV Map 3THIS
VICINITY MAP PLAT �o
m 3 TRACT
THE -R.1 'CFI
PLAT BK. E, PG. 450 -
�'r�r�,��,jr
S88'37'13"E
1 100-YEAR FLOOD ELEVATION 100 0 100 300
��� STATE RANCH DR. � ;' .. 3 FIRM Hwv. y Io - 81.10' AS DETERMINED BY FI
PANEL #0501810037
l6 ba i` 25' BLDG SETBACK 3 DATED 10/19/2001 Scale 1" = 100 f t
cN x a o N88'E R348.31'
24.52'
CHENAL PARKWAY ir'rc cz=i j CDN81'58'24' E - .N
- LC113.90'
R924.93'
$ R288.31 CDS08'37'50"W o`o
HALF STREET IMPROVEMENT L�88o'45 o1"E_. - LC78.11' I
WILL BE MADE TO PATRICK I 270
ICOUNTRY ROAD WITH THE '. CERTIFICATE OF PRELIMINARY
FIRST ADJACENT LOT I
I SURVEYING ACCURACY
DEVELOPMENT.
I
° TRACT I 6 i I, Paul M. White, hereby certify that
o R Jr
I 7,RAC,7-, E-4 ary survey made of verified b RIGHT OF WAY DEDICATION ,� ` this plat correctly represents abound-
PROPOSm & STREET IMPROVEMENTS me that all
PAGIS MONUMENT q surveyingrequirements of the YState of
TO BE CONSTRUCTED BY
Arkansas and City of Little Rock Sub -
DEVELOPER WILL DEDICATE I ' .� - DEVELOPER.
�. ` division Rules and Regulations have been
R.O.W. TO 30 FT FROM v� g complied with and a cop of said
CENTERLINE. I f - P Y
TRACT E THE RANCH ''�.� =. �: - � �' boundary has been duly filed for record
- r S in offices of the State Surve or and
PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE HWY. the Pulaski County Circuit Clerk on
#10, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY
' }a` 1 n Plat Boo g .�' 9 k Page
DESCRIBED AS: ^ ' 477 �. ��� «••......�., ,.,•,•,,.
BEGINNING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF qj CDS '1 1' E \ GP
ARKNASAS STATE HWY. #10 AND THE WEST LINE OF THE E1/2 OF SAID 50' ROW '411, I � L 32.33' S p9 - Date of Execution Paul M. White, Registered Land
SECTION 14; THENCE NO3.07'09"E ALONG SAID WEST LINE, 1054.44 FT. Z I PR 1'r. \ '� Surveryor No. 1281, Arkansas
A�ONGETH�USOUTHTL HOEROFRS� D TRRACT G, ACT G, TH24S2RANCH;
FT THENCE EASTERLY AND o,�,�r� Im 404' 8__-__27fl
CONTINUING ALONG SAID SOUTH LINE BEING THE ARC OF A 288.31 FT. RADIUS �1 _,ti ,, W p ` S
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N80'45'01"E, I� �I� C5 i8� p T F p p CERTIFICATE OF PRELIMINARY
82.11 FT.; THENCE N72'35'08"E AND CONTINUING ALONG SAID SOUTH LINE, v Q o LOT D-% -__ _ 1 /
176.58 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID SOUTH LINE BEING ? C9 �/Z Qj'^ Oj gab Q� 270 -' l+�/ ARKANSAS � h ENGINEERING ACCURACY
THE ARC OF A 348.31 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND 4I0 C1 T I Q, _
DISTANCE OF N81'58'24"E, 113.90 FT.; THENCE N88'37'13"E AND CONTINUING �&0. o m _.---- '� 1 ° ° I, Timothy E. Daters, hereby certify
BEGIS Y Y
ALONG SAID SOUTH LINE, 381.10 FT. TO THE SOUTHEAST CORNER OF SAID TRACT G; that this plat correctly represents a
THENCE S06'12'39"W ALONG THE WEST RIGHT-OF-WAY LINE OF CHENONCEAU BLVD. \I Iin ',y TRACT E-6 D' TACT F,L�THE R4NCH' � 9+�5�i �A� plat made by me, and that engineering
187.21 Fr.; THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE N TRACTE-3 r 3 J ---_-- Z i ; \ - CN€e(tNEER requirements of the Little Rock
BEING THE ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND w M ml �0r1ED y"Q, z, Q 70 A r * • co Subdivision Rules and Regulations have
. ��-�L".47` Elf. E; P�. JS
DISTANCE OF S08'37'50' W, 78.11 FT.; THENCE S11'03'02"W AND CONTINUING ALONG I o w ZOO,
SAID WEST RIGHT-OF-WAY LINE, 423.82 FT.; THENCE SOUTHERLY AND CONTINUING ALONG 47 v ` EQ ',C\_ / R - �?y NO.5033 ��1� have been complied with.
SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 984.93 Fr. RADIUS CURVE TO THE I W N Y•-� R74fi.20� ��T ��
LEFT, A CHORD BEARING AND DISTANCE OF S06'45.02"W, 147.70 Fr.; THENCE �I PROPOSED Y 297' DS4?'20'047E \ q �a�1y E'QPiv
S02'27'01"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE 273.27 FT.; 0 PAGIS MONUMENT 'U tC141.93' \ q h
THENCE N8T32'S9°W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT.; nI TRACT E ' Q ��� !� Date of Execution Timothy E. Daters
THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING ;0 380 m \\ Registered Professional
THE ARC OF A 904.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING l o ' W �S\ 2 EXIST Engineer No. 5033, Arkansas
AND DISTANCE OF 509'11'25"W, 212.41 FT.; THENCE S15'55'48"W AND ZI //11 ry °j, LYfi�f.
CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 48.42 FT.; THENCE LOT -D-6 LOT t R984.93' � �0 .. 9. � --
SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, C
BEING THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD I CDS06'45'02' W " r .
BEARING AND DISTANCE OF S61'54'20"W, 57.52 FT. TO A POINT ON THE rl1/1 LC147.70' R924.93' S�cT TP THE RA
T F i
SAID NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY #10; THENCE iJ �N/T,, 1 f. CD138.70'02"E �\ BK D, PG. 15
-4p -fir _ I � LC138.70' 9c `� CERTIFICATE OF PRELIMINARY PLAT APPROVAL
WESTERLY ALONG SAID NORTH RIGHT-OF-WAY THE FOLLOWING BEARINGS AND T, , 397'
DISTANCES: r�4" , ,, d�J
N72'07'08"W, 37.19 Fr.; N7537'14"W, 246.39 FT.; N72'03'23"W, (� TRACT E-%
380.42 FT. AND N24'28'40"W, 70.00 FT. TO THE POINT OF BEGINNING,
- -
CONTAINING 1,020,040 54. FT. OR 23.4169 ACRES MORE OR LESS. I ' PROPOSED `�, W
Public Works Notes:
1. NPDES and grading permits are required prior to construction.
2. Stormwater detention ordinance does not apply to this property.
3. Plans of all work in right-of-way shall be submitted for
approval prior to start of work.
4. Provide stripping and signage plans as per ordinance for
Traffic Engineering approval.
5. Prior to construction obtain barricade permit for work done
within right-of-way.
6. Easements are for utilities and drainage where needed.
7. Any proposed access driveways will be private.
The public may have access to all private
driveways for the purpose of servicing and
maintaining or repairing of all public facilities.
8. Streets to be a minimum of 30' wide in a 60'
right-of-way.
9. Average Lot Slope = 3.5%
10. Easements for proposed stormwater detention facilities are required.
11. A grading permit per secs. 29-186(c) and (d) will be required
with a building permit.
12. 20' radial dedication of R.O.W will be provided at all intersection.
13. Street design will conform to the master street plan.
General Notes:
e
a
1.
Owner & Developer:
a
Financial Centre Corp.
Q
Ranch Properties, Inc.
N
900 S. Shockleford, Suite 300
Little Rock, AR 72211
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o
Source of Title: 89-62166
2.
Linear feet of Internal Streets: 1900 Lf
3.
Average Size of Lot: 400' x 400'
m
4.
Number of Lots: 14 Lots
5.
Applicable existing covenants: None
6.
Source of Water Supply: Central Arkansas Water
7.
Source of Wasterwoter Disposal: LRWWU
8.
Variances: None
w
ml
9.
Floodway / Floodplain: None
J
10,
Municipal Boundaries: Inside Corporate City Limits
11.
Average Slope of Lots is 3.5%.
w
12.
Cross access easements will be provided between lots.
a
13.
Phasing plan: I - Ranch Drive & Chenonceou Blvd
II - Lots will be individually developed
based upon market drive
N
0
0
N
I9' `�80, - I o a -- 260'��
' N R984.93'
r11CDS58'05'59 E
50. 64SfM a o a I _ LC353.37' \
TRACT E-2 fNT� I z I LOT D-5
320'
LOT D-4
-- / \ I 280 R40.0
\ � _.. CDS20' 10'35"E E
LC59.69'
60. - -- - R4 46
�'.20. p� - 2, FasFMf C S
All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
submittal of a preliminary plat having
been fulfilled, approval of this plat
is hereby granted, subject to further
provision of said Rules and Regulations
This certificate shall expire.
Date of Execution
Planning Administrator
. ACC DRIVEoun
AND
/W Ma , / OWNER OR DEVELOPER
/w r \ � 3
\ 700,
�eLpc o TRACT E-> s LO
SE J ' $IDEW } I \- B- Date of Execution Name
SACK l R904.93' f ' N RACT B,, " THE RAA,CH
CDSO9'1 '25"W R �o PLAT„iBK. E. Pc. 507
_L R1004.93'
h n�s`OpcBatte o LC212. 1' CDNo9'11'25"E
\ N72• r / PROPOSED LC235.88' l r 266, \ \ /
03 23„W o ` IDEWALK ` �. __. CDN26'14'21'E�Q,� -
\ ` S1' 42' LOT D-� ti ` LC533.00',
EXIST I \ \ _
PLAT B
CULVERT r, K. _ G,- PC. 421 Q
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°° \ 243j14uW 7V1�
6 3 0 l ^ hl \ 22g p ��
O CDN26 W 1- B
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i � 1 9. 7 �lj OQ /
\ Z� /
-C y,. LC53.54' L t:VCl„
LOT D-2 Pc o;
l J .z ACT
E
- Iq�T R40.i� po;n, of ,, /
1 V S CD86 54'-20 W_
`4\LC57 2' a8•o44a, and / �� \ �, LOT D-3
_ _
'Cap suffer \ �00' BL l
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CULVERT C nds
� �, g..W o ope Bum '• _ ` � �/h ° _
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0
y� % \ N7 31.•,30,>W \ rn ZDijrll
DEVELOPER WILL DEDICATE R.O.W. TO 3'_&
55 FT FROM CENTERLINE AT ALL •
Address
Source of Title D.R Pag
Instrument No.
PRELIMINARY PLAT
Tract "D & E"
The Ranch
LOCATIONS. R40.00'
- A-n Add't' t th 0; f L'tt1 R I, -
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
o I, EXIST BOX 6'06'39"W 1 lOn 0 e 1 y 0 1 e oc
W �O
o Ij CULVERT
. 2.18' 1�190 June 7, 2004
14'
June 24, 2002
' U
i
July 24, 2002
Rev October 7, 2004 :S ags W
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Viz", Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
P J b Nr#er: 00-0134