HomeMy WebLinkAboutS-1074-C Map 3N 171370.21
E 1171861.70
50 0 50 150
Scale 1" = 50 ft
CURVE LENGTH DELTA RADIUS TANGENT
C1 230.50' 89'32'07" 147.50' 1146..31'
1
13 BLOCK 6
CHENAL VALLEY
Plat Book E, page 546
14
LEGAL DESCRIPTION
LOTS 26 THROUGH 31, BLOCK
PART OF TRACT B, GLENN JOHNSON RANCH, A SUBDIVISION IN PULASKI
COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT B; THENCE
N01'00'58"E ALONG THE WEST LINE OF SAID TRACT B, 285.01 FT.;
THENCE 588'59'02"E, 120.00 FT., TO THE WEST RIGHT—OF—WAY LINE
OF CHEVAUX CIRCLE; THENCE SOUTHERLY ALONG SAID WEST RIGHT—OF—WAY
LINE, BEING THE ARC OF A 170.00 FT. RADIUS CURVE TO THE LEFT, A
CHORD BEARING AND DISTANCE OF S09'21'25E, 53.97 FT.; THENCE
SOUTHERLY AND SOUTHEASTERLY ALONG SAID WEST RIGHT—OF—WAY LINE,
BEING THE ARC OF A 75.00 FT. RADIUS CURVE TO THE LEFT A CHORD
BEARING AND DISTANCE OF S43'36'21"E, 144.31 FT.; THENCE
EASTERLY ALONG THE SOUTH RIGHT—OF—WAY LINE OF CHEVAUX CIRCLE,
BEING THE ARC OF A 170.00 FT. RADIUS CURVE TO THE LEFT, A CHORD
BEARING AND DISTANCE OF S7928'29"E, 57.60 FT.; THENCE
S88'13'40"E ALONG SAID SOUTH RIGHT—OF—WAY LINE, 56.73 FT. TO
THE NORTHWEST CORNER OF LOT 25, BLOCK 1, CHEVAUX COURT, AN
ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE
S01'46'20"W ALONG THE WEST LINE OF SAID LOT 25, 122.50 FT. TO
THE SOUTH LINE OF SAID TRACT B; THENCE N88'13'40"W ALONG THE
SOUTH LINE THEREOF, 11.26 FT.; THENCE N88'13'35"W ALONG SAID
SOUTH LINE, 331.64 FT. TO THE POINT OF BEGINNING CONTAINING
63,468 SQ. FT. OR 1.4570 ACRES MORE OR LESS.
LEGAL DESCRIPTION
LOTS 13 & 14. BLOCK 3
PART OF TRACT 8, GLENN JOHNSON RANCH, A SUBDIVISION IN PULASKI
COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT
THE SOUTHWEST CORNER OF LOT 12. BLOCK 3, CHEVAUX COURT, AN
ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE
NORTHWESTERLY ALONG THE EAST RIGHT—OF—WAY LINE OF CHEVAUX CIRCLE,
BEING THE ARC OF A 125.D0 FT. RADIUS CURVE TO THE RIGHT, A CHORD
BEARING AND DISTANCE OF N42'03'44"W, 170.55 FT.; THENCE
N01'00'58"E AND CONTINUING ALONG SAID EAST RIGHT—OF—WAY LINE,
60.02 FT.; THENCE S8859'02"E, 121.83 FT, TO A POINT ON THE
WEST LINE OF LOT 10, SAID BLOCK 3; THENCE S02'37'56"W ALONG THE
WEST LINE OF LOTS 10, 11 AND 12 SAID BLOCK 3, 184.81 FT. TO THE
POINT OF BEGINNING CONTAINING 18,706 SQ. FT. OR 0.4294 ACRES MORE
OR LESS.
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
STEr,
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
�.•''S A nt PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
v' SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
b �.. MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
U, •' ="Y �--�/. SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT.
_''•„ ROCK SUBDIVISION RULES AND REGULATIONS Piedmont Corporation
r! 1, HAVE BEEN COMPLIED WITH. 2 4001 East 13th St.
North Little Rock, AR 73114
DATE OF EXECUTION PAUL M. WHITE D ,
REGISTERED LAND SURVEYOR `M31 ,..t
NO. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES tD REGULATIONS
HAVE BEEN COMPLIED WI ..I:
DATE OF EXECUTION TI OTHY E. DATERS Jzr% 23rt998 "t
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
INSTRUMENT NO. 96-3323
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. '`
CERTIFICATE OF RECORDING
THIS DOCUMENT q�NUMBER FILED F
RECORDP_ ': I' . 19 7BOOK ).
PAGE %I�'
GENERAL N'OTES:
1. 1 /2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN ----_ ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ERROR OF CLOSURE: 1:39,433
LOTS 26-31, BLOCK 1
t
LOTS 13 & 14, BLOCK 3 �¢
C I T P VAUX CO UR T m
ADDITION TO THE CITY OF
ITTLE ROCK, ARKANSAS
PHASE I-C
10 Revised
13 Vj1=-0A 9 dSy A,9,90
0ZrTZ99lV/
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Date 12-30-97
0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
Job No. 97 0487