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S 74*06'33" E J 5.42' -
�5 15' SEWER EASEMENT
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Southwest corner
S1/2 NE1/4 SW1/4 N 12'36'09" E 42.63' `' 0,
Tion 19
- 2 N, R 13-W R=999.93' — — — — — — �— —
POB -
S 89'54'59" E 226.13'
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LITTLEickory
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ROCK
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VICINITY MAP
8
Northeast comer
S1/2 NE1/4 SW1/4
Section 19
T-2-N, R-13-W
t
CERTIFI;ATE OF ENGINEERING ACCURACY
__PAT RICK M. WISE' ICK . _ HEREBY CERTIFY THAT THIS PLAT _'ORREi TL
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REOUIREMENTS OF THE
LITTLE ROC!: SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH
SIG ,
- G
DATE OF EXECUTION NAME, REGISTERED PROFESSIONAL
ENGINEER No. 45EF__ ARKANSAS
.,EP.TIFICATE OF SURVEYING ACCURAC'i
I, ROBERT C. LOWE -------- HERESY HEREBY CEPTIFY THAT IIiIS PLAT CGRPECTL'Y
REPRESENT SURVEY 4 BOUNDARY MADE BY ME AND BOLNDARY MARKERS SHOWN HCREON
.t At I11ALL( EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN
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116
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CERTIFICATE OF OWNER.
iHF TINDER` I('NED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN.
\ l 6 ^E6 EPT!F'T THAT WE HAVE LAID OFF, PLATTED, AND `UBDI'ADFD, AND DO
HF 1FF, PLAT, A.ND SUBDIVIDE SAID PEAL ESTATE IN ACCORDANCE WITH
\ THI` PLAT,
IGNED
��/�/��'Y A f i;,` r r F ,, 1 TIUN NAME TRINITY PRESB'i TERIAN CHURCH
\\ A, Q p i ri:_' S 12700 CHENAL PWY.
L'TTIF R`(i,, AFFANSAS 7_.I1
TEE F.R PAGE
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CERTIFICATE C`F. FINAL APPr::VAL
'0 7 C r
THE Ll LE ROCK SUBDIVISION RULE AND RE7.>ULATIONS, AND ALL OF
INS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREB r
rgY�OR 1H � r FIt AiE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
CO dl RI 'd Fc•,_ rt fly
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41 44 `
20' -SEWER EASEMENT1
51-60'
DOC // 80-53933 /,3 LSS"Is..w
y` 0i 16.90
3
Ll(:I_!TILI fY EASEMENT
N89`54'59"W 1150.42' APPPOx. LOCATION SAN. SEWER 114
NOTES:
1. BEARING DATUM DERIVED FROM PAGIS MONUMENT # 2083-0003
2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS
3. LINEAR ERROR OF CLOSURE EXCEEDS 1 /10000 UNADJUSTED
4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES
PROPEPT( DESCRIPTION
PART OF THE I /2 OF THE NE i /4 SW 1/4 OF SECTION 19, T-2—N,
R 13—W, PIULASKI COUNTY, ARhANSAS, MORE PARTICULARLY DESCRIBED AS:
.. HE SW CORNER OF THE S 1/2 .NE 1/4 SW 1/4 OF I( 19;
� COMMENCING A
-,: - ru N(E og_- ... E AL��NG THE ^Ell ITFr C1NCrJF SA'D " T /'� NE r ,4 � 1 ;
rc r 1' 1,E u;NT OF BEGINNING, A!G OfvT BEING N THE EAST ..,.
LINE OF RAr LIN _ ROAD AND THE ARC OF A. CURVE TO THE LEFT HAVING A RADIUS
OF 999.93'; THENCE IN A NORTHEASTERLY" DIRECTION ALONG THE ARC OF SAID
CURVE TO THE LEFT TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT
HAVING A CHORD BEARING AND DISTANCE OF N 12'36'09" E 42.63'); THENCE
+rE CONTINUE ALONG THE EAST R/W LINE OF RAHLING ROAD N 11'22'S2" E 320.21' TO
THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 909.93';
THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE
RIGHT TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT HAVING A
CHORD BEARING AND DISTANCE OF N 13'28'52" E 66.69'); THENCE CONTINUE ALONG
THE EAST R/W LINE OF RAHLING ROAD THE FOLLOWING COURSES: N 15'34'52' E
1 18.92% S 74'06'33" E E.42'; N 1 `; 10'2T• E 130,04' TO A POINT ON THE NORTH
LINE OF THE S 1/2 NE 1 /4 SW 1/4; THENCE S 89'S0'01" E ALONG THE NORTH
LINE OF SAID S 1 /2 NE 1/4 SW 1/4 248.66'; THENCE S 19'40'57" E 128.02'
s TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 601.57';
THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE LEFT
TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT HAVING A CHORD BEARING
AND DISTANCE OF S 4517'25" E 520.04'); THENCE S 7954' ! 1" E 50.0' TO THE
POINT OF CURVATURE TO THE RIGHT HAVING A RADIUS OF 332.12% THENCE IN A
SOUTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE RIGHT TO A POINT
WHICH IS S 63'42'58" E 83.0' FROM THE POINT OF CURVATURE THEREOF; THENCE
S 89'26'44" W 16.90% THENCE S 00'30'38" W 119.90' TO A POINT ON THE SOUTH
LINE OF SAID S 1/2 NE 1/4 SW 1;-4; THENCE N 89'a4'59" W ALONG THE SOUTH
LINE OF SAID S 1 /2 NE 1/4 SW 1/4 1 150.42' TL, THE POINT OF BEGINNING,
CONTAINING 8.58 ACRES, MORE OR LESS.
STATE FLAN CORDINATES
NORTHING T EASTING
1
167150 115
1180031.999.
2
167191 715
1180041.300
3
167505.633
1180104.489
4
167570,481
1180120.035
5
167685 030
1180151977
6
167683 547
1180157 186
7
16 7809.057
1 1180191. 2 26
8
167808335
1180439 888 1
9
167687.793
1180483 007
10
167321.940
1180852.587
11
167305,579
1180899 543
12
167268 B29
1180974.253
13
167268 665
1180957.349
14
1E7148 767
1180956.281
0 G 0 1 C �
SIGNED
--------------------- —-----------
17a-'N L.R PLANNING COMMISSION
•,EPTIF1:4TE 0: FEf'
FILEC` r is F7 '., t.•Li .:4 :h PL'
600H --- -- P , F ------
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FINAL PLAT, TRACT A,
TRINITY SUBDIVISION
LITTLE ROCK, ARKANS AS
MCGETRICK ENGINEERING
1-NGINEERING / LAND DEVEL0PM4N1 ,
Lsttle Rock, Arkansas 72221
A.
MAY