HomeMy WebLinkAboutS-1362 Map 1N 133830.20
E 1186760.27
NORTHWEST CORNER
E1/2 NE1/4 SECT. 29
FOUND R.R. CROSS —TIE
FENCE CORNER
AREA OF 1CO YR. FLOOD
SCALE FROM FIRM PANEL
# 050179 0383, JULY 16, 1996TRACT A
SET IRON PIN
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(S87'36'23"E AR STATE PLANE)
S89'03'06" E 1320.41 '
1275.41 '
N89'03'06"W 1259.00'
1214.00'
TRACT B
S89'47'41E 735.45'
FLOODWAY '
SCALE FROM FIRM PANEL
# 050179 0383, JULY 16, 1996
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FOUND
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(253' Deed) \
FOUND 1" PIPE AT
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FENCE
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N8645'40" E
246.23'
FENCE CORNER
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(271' Deed)
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268,83'
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ACCESS & UTILITY ESMT.
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FENCE CORNER POST�� t° 231.04' Ln
N 133189.83 �00 N89'19'15"W ��FJ E 1187778.30 276.04'
(280' Deed)
N87'S2'32" W
AREA OF 100 YR. FLOOD
SCALE FROM FIRM PANEL
# 050179 0383, JULY 16, 1996
NORTHEAST CORNER
NE1/4 SECT. 29
I
FOUND R.R.—SPIKE
N 133775.06
E 1188079.52
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RIGHT-OF-WAY
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N 132672.Q7
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_--_`` �--' AREA OF 100 YR. FLOOD
SCALE FROM FIRM PANEL
050179 0383, JULY 16, 1996
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TRACT A
Part of the E1/2 of the NE1/4, Section 29, T-1—N,
R-13—W,Pulaski County, Arkansas more particularly
described as:
Beginning at the northeast corner of the NE1/4 said
Section 29; thence S00'58'53"W, along the east line of
-- Mid NE1/4, 161.00 ft.; thence N89'03'06"W along c line
parallel with the north line of said NE1/4, 1259.00 ft.;
thence S01'48'35"E, 173.20 ft.; thence S8947'41"E,
735.45 ft.; thence S40'14'47E, 362.58 ft.; thence
S1712'33"E, 538.00 ft.; thence S54'10'01"E, 132.00
ft. to a point on the east line of said NE1/4; thence
S00'16'17'W along said east line, 1447.80 ft. to the
southeast corner of said NE1/4; thence N88'56'21"W
along the south line of said NE1/4, 1293.41 ft, to the
southwest corner of the E1/2 said NE1/4; thence
North along the west line of said E1/2 NE1/4,
2629.53 ft. to the northwest corner thereof; thence
S89'03'06'E along the north line of said NE1/4, 1320.41
ft. to the point of beginning, containing 69.058 acres
more or less.
LESS AND EXCEPT the right—of—way for David 0. Dodd Road
N88'56'21"W 1293.41'
(N8729'38" W AR STATE PLANE)
E1/2 NE1/4 SECT. 29
SET 1" PIPE AT FENCE CORNER
(CORNER POST DESTROYED BY FIRE)
N 131201.52
E 1186693.95
TRACT B
Part of the E1/2 of the NE1/4, Section 29, T-1—N, R-13—W, Pulaski
County, Arkansas more particularly described as:
Starting at the northeast corner of the NE1/4, said Section 29;
thence S00'58'35"W along the east line of said NE1/4, 161.00 ft.
to the point of beginning; thence N89'03'06"W along a line
parallel with the north line of said NE1/4, 1259.00 ft.; thence
S01'48'35"E, 173.20 ft.; thence S89'47'41 E, 735.45 ft.; thence
N86'45'40"E, 246.23 ft. (Deed 253.00 ft.); thence S00'28'34"E,
30.00 ft.; thence S89'34'43"E, 268.83 ft. (Deed 271.00 ft.) to a
point on the east line of said NE1/4; thence N00'58'53"E along
said east line 173.00 ft. to the point of beginning, containing
4.805 acres more or less.
LESS AND EXCEPT the right—of—way for David 0. Dodd Road
TRACT C
SET IRON PIN
N 132592.11
E 1188029.49
100 0 100 300
Scale 1" = 100 ft
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 THIS PLAT.
DATE OF EXECUTION
D.R. PAGE
INSTRUMENT NO.
CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, 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.
DATE OF EXECUTION
PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. CATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF STANDARD
SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION
TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, 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.
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER
RECORD 20
PAGE
SOUTHEAST CORNER
NE1/4 SECT. 29
FOUND R.R. CROSS —TIE
FENCE CORNER
N 131144.96
E 1187986.12
FILED FOR
IN PLAT BOOK
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS,
UNLESS NOTED OTHERWISE.
2. ALL EASEMENTS SHOWN ARE TO BE
USED
FOR DRAINAGE AND/OR UTILITIES.
3. ERROR OF CLOSURE: EXCEEDS 1: 50,000
4. BASIS OF BEARINGS: WEST LINE OF TRACT A. ASSUMED N00'00'00"E
(ARKANSAS STATE PLANE BEARINGS
SHOWN AS N8752'32" W)
5. FLOODWAY AND 100 YEAR FLOODPLAIN WAS�SCALED
FROM
FIRM COMMUNITY PANEL # 050179 0383, JULY
16, 1Me Rock Wastewater Utility
221 East Capitol
Little Rock, Arkansas 72202
501-376-2903
NO SEWER SERVICE AVAI
AT THIS T ME
BY.
/44
PLAT OF
TRACTS
A,
B &
CIQ
SUNSET LAKE ADDITION �1111 J° Z
Part of the NE1/4 of the NE1/4, Section 29, T-1—N, R-13—W, Pulaski PART OF THE NE 1/4
County, Arkansas more particularly described as: SECTION 290
Commencing at the northeast corner of said NE1/4 NE1/4, Section 29;
thence S00'58'53"W along the east line of said NE1/4 NE1/4, 334.00 ft. w 1MvNSAS T-1 —N, R-13-W
to the point of beginning; thence S0958'53"W along said east line, 262.00 ft.;
thence N89'19'15"W, 276.04 ft. (deed 280 ft.); thence N40'14'47"E, 362.58 ft. _S I�OoJ PULASKI COUNTY, ARKANSAS
(deed 368 ft.); thence N86'45'40"E, 246.23 ft. (deed 253 ft.); thence
S0928'34"E, 30.00 ft - thence S89'34'43"E, 268.83 ft. (deed 271 ft.) to the PLANSA "'
point of beginning, 2.4579 acres more or less. EASEMENT A.:
LESS AND EXCEPT the right—of—way for David 0. Dodd Road EASEMENT iRCU1:'F J
2 Ined 2002 EG 87 :Eb 86 330 ?Jd 1Vld\3NVJ\13SNf1S\ZOO \ W