HomeMy WebLinkAboutS-2007 Preliminary Plat 091725w�sTntmnv°surto„ecv�a,�c.o,�les
POINT OF BEGINNING
FND. 5/8" REBAR
N1049'20"E 30.04'-
COMPUTED LOCATION OF
END. COTTON SPINDLE
SW CORNER,
SW1/4, NEI/4,
SEC. 14, T-1-S, R-13-W
(REF: PLAT BY HICKEY, PS 1401)
11 O��
RZ V
FND. 5/8" REBAR
S02032'46"W 9.75' ° „ FEND. 5/8" REBARFND. 5/8" REBAR N89036'04"W ' N88 37'49 W 189.58'
160.17
151.03-----
j- - - - - - - - - - - - - - - - - - \ I4
.14' r-
I 13 14
�A 0.29 ACRES 0.38 ACRES
I �A3 12827 Sq. Ft. 16393 Sq. Ft. \ \ 1;t
1� �MI I / / \ \� \
116 �I 11 \ IND. 5/8" REBAR
G HQ GO y�GV_ 0.21 ACRES / 320 \ - 15
9302 Sq. Ft. /x & 1 0.42 ACRES /
E�$OOO I I ' L2 bti Ul I 18288 Sq. Ft
O
\ l 1N61°
cal 0.16 ACRES
sOI 6976 Sq. Ft.
FND. 5/8- REBAR
1 I S87042'44"F 101.52' 1 6
0.21 ACRES I IM N GO
8971 Sq. Ft.
I 10 Ia i� of I I� i$.�a� 00 A-o6og25
Itof 0.16ACRES I� oc
S87°55'55"F. 116.06' I W 4V1��
I I 7122 Sq. Ft. CU
I m'I N
NI I a FND. 5/8" REBAR 90 �O�
I S87°4T17"E 101.98' IV v 17 1 I� R2
I I I 0.18ACRES 1� S84044'25"W 30.01'
_I 9 I Ic ,�� 7878 Sq. Ft. I I FND. 5/8" REBAR
�I I 0.17 ACRES I Iv 1 N81°07'05"E 109.40' I
7463 Sq. Ft. I l I- - _ \ N28041'36"W 43.17',
I r I
S87°51'20"E 114.00' 18 \ \\
,off 0.25 ACRES I
�lw 11024 Sq. Ft. IN FND. 5/8" REBAR
1 0.20 ACRES l M J N88008'01 "W 144.50'
�I 8631 Sq. Ft. U
iN I I 00
n S88012'24"E 125.99' I U IU1 19
N I N I 0.23 ACRES I`M^
Iv I I 9910Sq. Ft. to
7
�i 0.21 ACRES to N87°55'29"W 140.09' I
9055 Sq. Ft.
I � I
IS88'00'11"E 129.95' 1 bl 20
o I�
r;l I 0.23 ACRES h
_ I 6 I_ I 9820 Sq. Ft. I�
I 0.21 ACRES to I N87°58'23"W 140.71' I I
9073 Sq. Ft. _ 1 ,N
I
I N87047'19"W 130.18' I of 1 21 I_
I
1 col 0.23ACRES Ic
9871 Sq. Ft. I I�
I I
01 0.21 ACRES I� I N87°58'33"W 141.33' 1
�I 9149 Sq. Ft. I`O
�ti I
IS88003'18"E 130.41'1 I of I 22
I �I 50
0.23ACRES I 1�
10 �I 4 I o I 9912 Sq. Ft. h
RZ --�I 0.21 ACRES to z I N87059'33"W 141.95' I W
ev> n I I 9095 sq. Ft. I I I I M
GpS�gO I S87°55'24"E 9C,0'0 -.Ol 23I �tse�nG
0.23 ACRES h
4009958 Sq, Ft. v��siC
am3 ""ATG2
0.21 ACRES �L2A S p
t6 �z5
S88°02'14"E 142.79' 14CO
�I 9069 Sq. Ft. to O
2Zo�E
S87°41'41"E 130.3T 1 % of 24
0
I I 32 to �I 0.23 ACRES I�
2 I lol I I 10o22Sq.Ft.
x 0.21 ACRES to N87058'05"W 143.19'
N87047'08"W �I 9068 Sq. Ft. I ? I I
33.66' N87036'49"W 119.81'
S87° 04'S5"E 131.36' I I�i I
153.4T I �0 25 I�
I I 31 I 0.23 ACRES Ic`.
I\ \ Bell 1 I I I I I 1 10041 Sq. Ft. I�
\ of 1 0.21 ACRES lc � I N87059122"W 143.51'
\ \ 9302 Sq. Ft.
I \ \ I C I I
I 87057'48"E 130.60' 31 �01 26 1-
\ \ 1 I I I o
0.23 ACRES IN
\ \ I 1 10105 Sq. Ft. Ir`
1 \
N87053'49"W 144.43' 1 I
v I \ \
I DETENTION C27
o 0.23AACRES x tn 9994 SqFt.
IM
FND. 5/8"REBAR
1.52 ACRES
66207 Sq. Ft. \� \\ I N88000'36"W 138.34' v
L2213s083 Sq.
260.59' �-- - -- -- -
�
97.38'
- -_. S88033'14"F,457.98'a-
_ _ _ _ _ _ - - - CASTLE _TLE VALLEY ROAD 60' R/W �- END. 5/8" REBAR- - - - - - -
4" GF
I IALF STREET IMPROVEMENT CROSS SECTION
TOTAL 60' ROW
17' 4
PAVEMENT SIDEWALK
VARIES
5' 5' 2! 6.5'-7.5'±
3" SURFACE COURSE
7" OF CLASS 7 AGGREGATE BASE COURSE
COMPACTED TO 98% MODIFIED PROCTOR
SUBGRADE COMPACTED TO 95% MODIFIED
PROCTOR TO A DEPTH OF 18'
2' DEPTH
Curve Table
Curve #
Delta
Chord B & D
Arc Length
Arc Radius
Cl
89023'05"
N46045'14"E 35.16'
39.00'
25.00'
C2
° �
4 38 25
° �
NO 15 31 W 18.22
18.22
225.00'
C3
10000'57"
N7035'12"W 39.28'
39.33'
225.00'
C4
12017'22"
N6027'00"W 58.87'
58.99'
275.00'
C5
2022'00"
N005241"E 11.36'
11.36'
275.00'
C6
30027'01"
N1300949"W 13.13'
13.29'
25.00'
C7
13044'08"
N21031'16"W 14.83'
14.86'
62.00'
C8
° �
54 4919
° "
N12 4528E 57.09
59.32
62.00'
C9
51053'34"
N66006'54"E 54.25'
56.15'
62.00'
C10
5200442"
S61053'58"E 331.82'
56.35'
62.00'
CH
° i n
635 22
° i "
S4 08 56 E 333.75
68.63
62.00'
C12
47 4757
S51 2744 W 50.24
51.72
62.00
C13
73018'01"
S3804242"W 29.85'
31.98'
25.00'
C14
14039'22"
S5016'00"E 57.40'
57.55'
225.00'
C15
304040"
S10045'21"E 17.65'
17.65'
275.00'
C16
1005842"
S3025'40"E 52.61'
52.69'
275.00'
C17
90036'55"
S43014'46"E 3554'
39.54'
25.00'
C18
14039'22"
S5016'00"F 63.78'
63.95'
250.00'
C19
14039'22"
S5016'00"E 63.78'
63.95'
250.00'
C20
90049'36"
S43008'26"E 35.61'
39.63'
25.00'
Line Table
Line #
Direction
Length
L1
S12035'41"E
44.50'
L2
N87056'19"W
25.00'
PROPERTY DESCRIPTION AS SURVEYED
CTl'Y OF L171LE ROCK TYPICAL STREET CROSS SECTION
W R.ON
12' 11' 11' 12'
3" ACFIM SURFACE COURSE SII7EWALK
7" OF CLASS 7 AGGREGATE BASF. COURSF,RRRR%7 5
2' COMPACTED TO 98% MODIFLEll PROCTOR 2'
IIII- SUBGRADE COMPACTEll TO 95%
OF 8lF 4 CROCy',FOR-.A llFPTH
A PART OF THE SOUTH HALF OF THE NORTHEAST QUARTER (Sl/2, NE1/4) OF SECTION FOURTEEN (14),
TOWNSHIP ONE SOUTH (T-1-S), RANGE THIRTEEN WEST (R-13-W), PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE CENTER OF SAID SECTION 14, SAID POINT BEING A COTTON -PICKER SPINDLE;
THENCE ALONG THE WEST LINE OF SAID S1/2, NEI/4 OF SECTION 14 NORTH 02°12'07" EAST A DISTANCE OF
30.00 FEET TO A 1/2" REBAR AND CAP (PLS #1401), SAID POINT BEING THE POINT OF BEGINNING;
THENCE ALONG THE NORTHERLY RIGHT-OF-WAY OF CASTLE VALLEY ROAD SOUTH 88026'36" EAST A
DISTANCE OF 458.03 FEET TO THE SOUTHWEST CORNER OF LOT 1, WHISPERING OAKS SUBDIVISION, AS
RECORDED IN PLAT BOOK H, PAGE 414, SAID POINT BEING A 1/2" REBAR AND CAP (#1401);
THENCE NORTH 12028'09" EAST A DISTANCE OF 122.29 FEET TO THE SOUTHWEST CORNER OF LOT 2,
WHISPERING OAKS SUBDIVISION, SAID POINT BEING A 1/2" REBAR;
THENCE ALONG THE WEST LINE OF LOTS 2-8 AND LOT 11, WHISPERING OAKS SUBDIVISION NORTH 01°33'15"
EAST A DISTANCE OF 642.78 FEET TO THE NORTHWEST CORNER OF LOT 11, WHISPERING OAKS
SUBDIVISION, SAID POINT BEING A 1/2" REBAR;
THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY OF WHISPERING OAK TRAIL NORTH 28041'36" EAST A
DISTANCE OF 43.17 FEET TO THE SOUTHEAST CORNER OF LOT 12, WHISPERING OAKS SUBDIVISION;
THENCE SOUTH 84044'25" EAST A DISTANCE OF 30.01 FEET TO THE SOUTHWEST CORNER OF SAID LOT 12,
WHISPERING OAKS SUBDIVISION, SAID POINT BEING A 1/2" REBAR;
THENCE NORTH 03021'28" EAST A DISTANCE OF 125.52 FEET TO THE NORTHWEST CORNER OF SAID LOT 12,
WHISPERING OAKS SUBDIVISION, SAID POINT BEING A 1/2" REBAR;
THENCE ALONG THE NORTHWESTERLY LINE OF SAID LOT 12 NORTH 45019'05" EAST A DISTANCE OF 130.14
FEET TO THE NORTHEAST CORNER OF SAID LOT 12, WHISPERING OAKS SUBDIVISION, SAID POINT BEING A
1/2" REBAR;
THENCE NORTH 01022'37" EAST DISTANCE OF 132.91 FEET TO A 5/8" REBAR;
THENCE NORTH 88037'49" EAST DISTANCE OF 189.58 FEET TO A 5/8" REBAR;
THENCE SOUTH 02032'46" WEST A DISTANCE OF 9.54 FEET TO A 5/8" REBAR;
THENCE NORTH 89036'04" EAST A DISTANCE OF 160.17 FEET TO A 5/8" REBAR TO THE EAST LINE OF SAID
CASTLE VALLEY SUBDIVISION;
THENCE ALONG THE EAST LINE OF SAID CASTLE VALLEY SUBDIVISION SOUTH 02015,02" WEST A DISTANCE
OF 871.14 FEET TO THE SOUTHEAST CORNER OF LOT 15, CASTLE VALLEY SUBDIVISION,
THENCE SOUTH 02015'02" WEST A DISTANCE OF 871.14 FEET TO THE SOUTHEAST CORNER OF LOT 15, CASTLE
VALLEY SUBDIVISION,
THENCE NORTH 87036'49" WEST A DISTANCE OF 119.81 FEET TO THE SOUTHWEST CORNER OF LOT 15,
CASTLE VALLEY SUBDIVISION,
THENCE NORTH 87036'33" WEST A DISTANCE OF 33.66 FEET TO THE WEST LINE OF SAID SI /2, NEl /4, SAID
POINT BEING A 1/2" REBAR AND CAP (#1401);
THENCE ALONG SAID WEST LINE OF SAID S1/2, NE1/4 SOUTH 02-09,42" FAST A DISTANCE OF 267.13 FEET TO
THE POINT OF BEGINNING.
CONTAINING 9.29 ACRES OR 404,733 SQUARE FEET, MORE OR LESS,
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STATE OF
ARKANSAS
No. 1664
S-2oo3lo
ORIGINAL SIGNATURE ON FILE
GRAVEL
UNDERCUT 2' DEPTH WHERE DIRECTED
ATE
***
LICENSED
PROFESSIONAL
. ENGINEER .
I
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CG N
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0x 0
v`'. 0 a
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- Stop Sign
- Street light
{ - Fire Hydrant
-No Parking Sign
A - Computed point
- Found monument
G) - Set #4 RB/Plas. Cap (SIP)
(D) -- Deeded
(M) -- Measured
(P) -Platted
VICINITY MAP:
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CERTIFICATIONS:
OWNER: DEVELOPER:
Name: I -LARD ROCK, LUC Name: HARD ROCK, LLC
Address: 8t13 SPRINGDALE ROAD Address: 8113 SPRINGDALE ROAD
ALEXANDER, AR 72002 ALEXANDER, AR 72002
DEED INSTRUMENT # 2025012918
CERTIFICATE OF SURVEYING ACCURACY:
I, William Corbitt R. Shoffner, hereby certify that this plat correctly represents a boundary survey made or
verified by me thatall surveying requirements of the State of Arkansas and City of Little Rock
Subdivision Rules and Regulations have been complied with and filed for record as required.
Date
Date of Execution William Corbin R. Shoffner
Registered Professional
Land Surveyor No, 1664 Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY:
I, Kazi Tamzidul Islam, hereby certify that this plat correctly represents a plat made by me, and that
engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with
Date of Execution Kazi Tamzidul Islam
Registered Professional
Engineer, No. 20876 Arkansas
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 having been fulfilled, approval of this plat is hereby granted, subject to
further provisions of said rules and regulations. This certificate shall expire----------- date.
Date of Execution
Name, Chairman
City of Little Rock Planning Commission
PROPERTY SPECIFICATIONS:
OWNER: JACOB POWELL
NUMBER OF LOTS 28
8113 SPRINGDALE ROAD
SOURCE OF WATER CENTRAL ARKANSAS WATER
ALEXANDER, AR 72002
SOURCE OF SEWER LITTLE ROCK WATER
RECLAMATION AUTHORITY
DEVELOPER/: HARD ROCK, LLC
SOURCE OF ELECTRIC ENERGY
SUBDIVIDER 8113 SPRINGDALE ROAD
SOURCE OF GAS: SUMMIT U'HLH'IES
ALEXAINDER, AR 72002
BUILDING SETBACKS:
ENGINEERS: HOPE CONSULTING INC.
FRONT - 25' OR AS SHOWN
129 N. MAIN STREET
REAR - 25' OR AS SHOWN
BENTON, AR 72015
SIDE - NOR AS SHOWN
EASEMENTS UTILITY & DRAINAGE (D.E. & U.E.)
NAME OF SUBDIVISION: CASTLE, VALLEY
FRONT - 10 OR AS SIIOWN
REAR -10' OR AS SHOWN
ZONING CLASSIFICATION: R 2 ZONING
SIDE - Y OR AS SHOWN
(RESIDENTIAL)
LOT CORNERS: SET 1/2" REBAR WITH CAP
SURVEY DATE: 07/22/2025
STREET NAME: JACOB LANE
STREET RIGHT OF WAY: 50'
STREET WIDTH: 26' BOC TO BOC OR AS SHOWN
LINEAR FT OF STREET: 1031 FT -
II -II O P E
CONSULTING
ENGINEERS - SURVEYORS
129 N. Main Street,
Benton, Arkansas 72015
PH. (501)315-2626
FAX (501) 315-0024
www.hopeconsulting.com
FOR USE AND BENEFIT OF:
JACOB POWELL
CASTLE VALLEY SUBDIVISION, PHASE 2
PRELMINARY PLAT
A SUBDIVISION IN PULASKI COUNTY, ARKANSAS
DATE: 09/09/2025
C.A.D. BY:
DRAWING N? 'MBER:
2 [ -O 1 07
,J
REVISED:
##
CHECKED BY:
SHEET:
C-0.0
SCALE: 1' = 60"
500
02S
14W 10
J 06
1 340
1 62
1 1664