HomeMy WebLinkAboutS-1493-C Mapl
CERTIFICATE OF FINAL SURVEYING ACCURACY
I, DONNIE HOLLAND, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY
EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS
OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
/lam S-zrl�o
/= ATE of EXECUTION
DONNIE HOLLAND
REGISTERED LAND SURVEYOR
NO. 1625, ARKANSAS
CERTIFICATE OF FINAL ENGINEERING ACCURACY
1, ERIC KREBS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN
MADE OR REVIEWED BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE SALINE
COUNTY SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
�Q "5" 2D SIGNED
DATE OF EXECUTION
ERIC E. KREBS, REGISTERED ENGINEER
NO. 11833 , ARKANSAS
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF
THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
g Zv -
DATE OF EXECUTION
§IGIiEff L4TREFRO)KS-1PLANNING COMMISSION
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, 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 THE
PLAT.
/0 S 20
NOTES:
1) 1/2" REBARS SET AT ALL LOT CORNERS UNLESS NOTED OTHERWISE.
2) ALL RADII ARE 25ft UNLESS OTHERWISE NOTED.
3) ALL LOTS HAVE A 15ft BUILDING LINE AND 10ft EASEMENT ACROSS THE FRONT
UNLESS OTHERWISE NOTED,
4) ALL LOTS HAVE A 10ft EASEMENT ACROSS THE BACK UNLESS OTHERWISE NOTED.
5) ALL LOTS HAVE A MINIMUM SIDE YARD AND REAR SETBACK OF 8 FEET.
6) WATER SUPPLIED BY CENTRAL ARKANSAS WATER.
7) WASTE WATER IS PRIVATE WASTEWATER TREATMENT FACILITY ONSITE.
8) PROPERTY IS ZONED R-2 AND WILL BE USED FOR RESIDENTUAL HOUSING.
9) NO OBSTRUCTIONS, INCLUDING FENCING, ARE PERMITTED WITHIN DRAINAGE EASEMENTS
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD
INSURANCE RATE MAP NO. 05119C 0430G, DATED JULY 06,
2015, INDICATES THAT THE PROPERTY SHOWN HEREON LIES
WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD
AREA.
ARKANSAS L
REGISTERED
PROFESSIONAL
ENGINEER �§
it yc Yr �1
No. 11833 AI
�OISTE$
STATE OF d
AixxAxsAs
`0 N0. 1885 a,
O DP/%7A7I1 y'
114
di2 . d00.a 9
p4yb
f°IVAL LA�9�
DATE OF EXECUTION Ip'II1p' Ip1 II
.`.-#�lal, Ul(3:p'Oa IIIII�IItIIMI�IIIIII I�I,'HI I�
/ef,:(>zht � d o,�''' . 2020066819
OWNERS/DEVELOPERS
IVES & ASSOCIATES, INC
4844 LAKE NORRELL ROAD
ALEXANDER, ARKANSAS 72002
SOURCE OF TITLE: 2014 066957
FOR BILL OF ASSURANCE SEE DEED RECORD
BOOK PAGE
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE PULASKI COUNTY SUBDIVISION RULES AND REGULATIONS, THIS
DOCUMENT WAS GIVEN APPROVAL BY THE PULASKI COUNTY PLANNING BOARD AT A
MEETING HELD 2020. ALL OF THE CONDITIONS OF APPROVAL HAVING
BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED AND THIS CERTIFICATE
EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.
D ATE OF EXECUTION
CHAIRMAN, PULASKI COUNTY PLANNING BOARD
PRESP TED:1"0 2=11:200 W RECORDED: 10-09-202011:20:02AM
In Official Records of Terri Hollingsworth Circuivcounty Cleric
PULASKI CO, AR FEE $15.00
PROPERTY DESCRIPTION OF LOCHRIDGE ESTATES PHASE 2, AN ADDITION TO PULASKI COUNTY, ARKANSAS
A PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER AND A PART OF THE SOUTHEAST
QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 01 NORTH, RANGE 14 WEST, PULASKI
COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A FOUND FIVE
EIGHTHS INCH ROD USED FOR THE NORTHEAST CORNER OF THE SAID SOUTHWEST QUARTER OF THE
SOUTHWEST QUARTER; THENCE SOUTH 87 DEGREES 54 MINUTES 42 SECONDS EAST 231.67 FEET TO A POINT;
THENCE SOUTH 30 DEGREES 26 MINUTES 48 SECONDS WEST 67.78 FEET TO A POINT; THENCE SOUTH 22 DEGREES
23 MINUTES 18 SECONDS WEST 416.19 FEET TO A POINT; THENCE SOUTH 62 DEGREES 53 MINUTES 18 SECONDS
EAST 17.98 FEET TO A POINT; THENCE SOUTH 28 DEGREES 59 MINUTES 47 SECONDS WEST 133.55 FEET TO A
POINT; THENCE SOUTH 59 DEGREES 21 MINUTES 30 SECONDS WEST 61.33 FEET TO A POINT; THENCE SOUTH 65
DEGREES 09 MINUTES 12 SECONDS WEST 197.23 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 62
DEGREES 46 MINUTES 54 SECONDS WEST 119.15 FEET TO A POINT; THENCE NORTH 46 DEGREES 32 MINUTES 29
SECONDS WEST 413.43 FEET TO A POINT; THENCE NORTH 62 DEGREES 55 MINUTES 16 SECONDS WEST 116.73 FEET
TO A POINT; THENCE NORTH 27 DEGREES 15 MINUTES 51 SECONDS WEST 216.41 FEET TO A POINT; THENCE
NORTH 43 DEGREES 15 MINUTES 55 SECONDS EAST 177.20 FEET TO A POINT; THENCE SOUTH 88 DEGREES 13
MINUTES 37 SECONDS EAST 729.86 FEET TO THE THE POINT OF BEGINNING. CONTAINING 11.27 ACRES OR 490,818
SQUARE FEET MORE OR LESS.
HOLLAND SURVEYING, LL C
PROFESSIONAL LAND SURVEYING SERVICES
#4281 LAKE NORRELL ROAD, ALEXANDER, ARKANSAS 72002
(CELL): 501-993-2893 (FAX): 501-320-4365
(E-MAIL): hollands'urveyingfOgmaiLcom
FINAL PLAT OF LOCHRIDGE ESTATES, PHASE 2,
AN ADDITION TO PULASKI COUNTY, ARKANSAS
SURVEY PLAT OF.
11.27 AC. IN PART OF THE SW1 /4 SECTION 14,
T-1-N, R-14-W, PULASKI COUNTY, AR
DATE: 09-25-2020
SCALE: 1 "= 50'
DRAWN BY: CDH/KTG
° so 100
"=
SCALE: 1 50'
CHECKED BY: CDH
FILE NAME: LOCHRIDGE PHASE 2
LLONGITUDE,-92.28'55.572'
S88" 113' 37 E 538.21
FOUND 1/2" REBAR USED
AS NW CORNER SW1/4-SW1/4, �•
SECTION 14, T-1-N, R-14-W
IVES & ASSOCIATES INC.
GRID N440977.999
GRID E,1167862.83
FINAL PLAT:
LOCHRIDGE ESTATES _
PHASE 2, AN ADDITION TO
PULASKI COUNTY,,,
ARKANSAS
"VIM & JOANN
RID N441107.033
GRID
E11167984.278
32_ 167.29 10' EASEMEI
S'
f
\ tiA F9S 1 5
�o•G A\F2T 15,217. •4 sq. ft.
0.35 acres
F �6
116
29,041.49 sq. ft.
0.67 acres
c3� N83'54'34''E 192.59'
117
23,253.17 ft.
� 0.53 acres
C
GRID 4167 B 1.970
GRID E11167961.97
30,\
;>
�`A
G
VICINITY MAP: N.T.S.
114
14,673.23 sq. ft.
0.34 acres
50' RADIUS
A\\
'�
118
16,951.29 sq. ft.
0.39 acres
113
17,961.86 sq. ft.
0.41 acres
\s\
SURVEY BEARINGS ARE BASED ON
ASP GRID NORTH, NORTH ZONE
AS DETERMINED BY GPS OBSERVATION.
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
CHORD DIRECTION
CHORD LENGTH
C1
78.71
596.42
S62`19'31'E
78.66
C2
91.29
596.43
S54009'35'E
91.20
C3
36.59
596.42
S48*01'02'E
36.59
C4
21.03
25.00
N70.38'il'W
20A1
C5
60.46
50.00
S60'05'27'E
56.84
C6
52.36
50.00
SO4'32'58'W
50.00
C7
52.36
50.00
S64032'58'W
50.00
C8
52.36
50.00
N55427'02'W
50.00
C9
23.65
50.00
Nll'54'04'W
23.43
CID
21,03
25,00
S22'26148'E
20.41
C11
39.38
25.00
N82`52'35'E
35.44
C12
53.62
225.00
S44"49'56'W
53.49
C13
61.69
225.00
S59°30'52'W
61.50
C14
20.92
25.00
N43°09'08'E
20.32
C15
83.44
50.00
S66'59'08'W
74,09
C16
52.36
50.00
N35"12'24'W
50.00
C17
88.73
50.00
N45°37'45'E
77.53
C18
16.66
50.00
S73'59'20'E
16.58
C19
21.03
25.00
N88'32'16'W
20.41
C20
B9169
175.00
S52'41'17'W
88.71
C21
36.69
25.00
S04016'03'E
33,63
C22
10.26
546.43
S46'47'06'E
10.26
C23
107.33
546.43
S52`57'01'E
107.16
C24
1 31.79
546.43
1S60014'39'E
31.79
C25
40.01
546.43
S64.00'31'E
40.00
C26
4.74
225,07
N65.33'32'W
4.74
PIGUE, K VIN & JOANN FOUND 5/8" ROD USED
AS NE CORNER SW1/4-SW1/4
SECTION 14, T-1-N, R-14-W
P.O.B.
zsS.uT 10' EASEMENT-�
0. �O
�rn
�
m <^ cS\9 109
m v\ p_ F� 31,008.53 sq. ft. P�
0.71 acres O
110 0
39,943.46 sq. ft. \ rJ+ miry
0.92 acres c' I
F9SF�F'°1�• BURLEIGH
\tiT COVE (PRIVATE\ \\
a 12,289.21 sq. ft. 00 eJ0w RIW
0.28 acres
\ 03" V"5�CRADIUS
0.0
1 /
cP,
4.� C19
4 /
S 111 12
F 14 202 40 s ft �' 0% 00
"" " GRID N1141076.010
EE 34.43'1 ' GRID E 1168945,307
DE -92`28 40. 40,387'
S87054' 42" E 2.R I R7'
7
203.62'
7TES
10838,239.73 sq. ft.
0.88 acres
AINC.
. 0.33 acres / L tizy �1 p0 y0 s > I 107
s
90 ue \901 0 4�210�. 26,456.83 sq. ft.
O �I� z'�_ !i v G'Zp oo 0.65 acres
0.
\ � �ha'
\ _
01` 106
s �O Cp.
0 O >.c^
\,90 ,p \
19,415.80 sq. ft.
119 h \ 00, Oer' / 0.45 acres W p
15,817.72 sq. ft \ 9S '� .� ��d
0.36 acres �'I'o �5.�\F� ti 5h <^�> 9
S
T
SE 114-SW I14
SECTION 14
i�/2
O
105 IVES & ASSOCIATES INC.
a O 23,099.76 sq. ft.
90\ 120 �9 \ °p, 6S\ 0.53 acres
00' 15,817.72 sq. ft. c� >i
\ 0.36 acres !/�F\
7 7
�00\ S3R2. ryy \ O 104 \ `gtQ'
121 \ `1h \ iy 21,729.04 q. ft (04J
,► a °O• 15,817.72 sq. ft. G'�\ �� 0.50 acres �. \
0.36 acres \\ G'„ \ I /
IVES &ASSOCIATES INC. �v�- 90j� 122 \ C� fop 2 S \ oj�
15,545.89 sq. ft. ^C
0.36 acres
\ V
j a 123 CI 3s 221 yeti
GRID
GRID 1
12,480.04 sq. ft. \
o.za scree \� s, , s°2t "W EXISTING
" 124 FOUND ,/Z 6 .33' B RLEIGH COURT
12,075.64 sq. ft. 23 R®AR
0.28 acres \
Sg 1 1 9 LOT 127
09 n" JAPES 'U IC ORD
' F+ i 8001 BURLEIGH CT.
�'9565 G1%
7s �eoND 1/2-
O
REBAR \ LOT 128 / IVES &ASSOCIATES INC.\
/ LOT 129�
JAPES & JOYCE CARPENTER\ /
18810 LOCHRIDGE DR.