HomeMy WebLinkAboutS-1027 Map 3REVISIONS OATS
50 0 50 150
Scale 1" = 50 ft
NOTE: PAGIS BEARINGS DIFFER
FROM LEGAL DESCRIPTION
BY 00022'16"
SET 5/8" I.P.-
FND, 3/4" I.P.
/
CERTIFICATE OF
FINAL APPROVAL_
ROW FOR
OLD MARKHAM
' CLOSED BY ORD. NO. 15850,
\
PERSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
/ APRIL 17,
\
1990 - PUBLIC
CONDITIONS OF APPROVAL HAVING BEEN
COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED.
/ UTILITY do
DRAINAGE EASEMENT
THIS CERTIFICATE IS HEREBY EXECUTED
UNDER THE AUTHORITY OF SAID RULES AND
/ \ RETAINED
IN ALL OF OLD RIGHT OF WAY
REGULATIONS.
SET 5/8" I.P.-i \
DATE OF EXECUTION
LITTLE, OCK PLANNING COMMISSION
/ I \
/ P5
N0 5 1 5 SSA. 6'. `T\
i
_ _ WEST MARKHAM ST. _ _ ��� l 9�'2, Fj '9 22S6i
— — —
SET -SET 5/8" LP. - - - — — _ _ _ _ _ 2ob- P4 6
(60 FT R-O-W) - - - -- — N,654'38» o; R. e � --
�CPS P2 S87'44'24"E 278.33 FT - _
SET 5I LP. P3 C,N ,_ -` 388 - 30 A
FT - -- 4 FT
----------------- SET 518" II.P.
PT. OF BEGINNI
I
SW CORNER OF THE
E 1/2, NE 1/4, SEC. 5
T-1-N, R-13-W
FND. 1/2' I.P.
29.90 FT
S86047'26" E
I
STATE PLANE
NORTHING
P1. 152897,16
P2. 153075.15
P3. 153065,98
P4, 153113.81
P5. 153136.07
P6, 153079.60
P7, 152917.85
P8, 152870.42
P9. 152886.98
P10. 152879.86
A
P11
IA
F-
D_
Z
212_74 FT ---- - - ------- ---- CURVE _ <�- 1.77 FI 26• jS FT \
— 20' SANITARY SEWER EASEMENT 321.26 FT._3.87 DEGREE - ___--- \da i
76
-�----- - _ ----- -- ---
T- M-_---_----_--_—_—_— — ___
-------------------------------------------------------------_ _o.o FT- ----SET 5/8" I.P.
I ___------- _ _ _ � 00 29
R.0,W. DEDICATION - - -" ADDITIONAL ESMT. AREA
FOR 25' RADIUS �-
CH, N46'07'48'E 34.65 FT. 40' BLDG. SETBACK A
Z5=87'44'24' 25.00' R0'p,�
20' UTILITY ESMT. ` ` �y \�
40' BLDG. SETBACK ` ` \\
II --rt 15, UTILITY ESM-T.
I I ` `�\•i9iS
PAGIS MON
I �
10' UTILITY ESMT. SET 5/8" I.P. P7
N86'47'44"W 10' UTILITY ESMT.
-------------- N86'47'447W
350.00 FTD,6
----------------------- c�
'--PAGIS MON. 2054-0068 SET 5/e" I.P. P1�S48'12'16"W 334.98 FT g $$ `��6
�
10.61 FT sET 5j8" LP.'
FND. 1/2" I.P.
TIMBER RIDGE ADDITION
LEGAL DESCRIPTION
LOT 1, PHASE 1, CHENAL BUSINESS ADDITION, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
A TRACT OF LAND BEING PART OF THE E 1/2 OF THE NE 1/4 OF SECTION 5, T-1-N, R-13-W, IN THE
CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
NORTH ZONE
EASTING
COMMENCING AT THE SOUTHWEST CORNER OF THE ABOVE SAID EAST 1/2 OF THE NORTH EAST 1/4 OF SECTION 5; THENCE SOUTH
1187402.69
86' 47' 26" EAST A DISTANCE OF 29.90 FEET TO A FOUND 1/2" I.P. ON THE EASTERLY RIGHT-OF-WAY LINE OF ATKINS ROAD; THENCE
1187401.54
NORTH ALONG THE SAID RIGHT-OF-WAY LINE OF ATKINS ROAD A DISTANCE OF 577.14 FEET TO A SET PAGIS MONUMENT NUMBER 2054-0068,
1187679.72
BEING THE POINT OF BEGINNING; THENCE NORTH ALONG SAID RIGHT-OF-WAY LINE OF ATKINS ROAD A DISTANCE OF 178.00 FEET TO A
1187879.54
SET CPS ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WEST MARKHAM STREET; THENCE ALONG THE SAID RIGHT-OF-WAY LINE OF WEST
1187968.06
MARKHAM STREET THE FOLLOWING COURSES AND DISTANCES: SOUTH 87* 44' 24" EAST A DISTANCE OF 278,33 FEET TO A SET 5/8" I.P.;
1188047.98
THENCE ALONG A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 30' 41' 59" AN ARC DISTANCE OF 207.95
1188168,89
FEET, A RADIUS OF 388.10 FEET AND A CHORD BEARING OF NORTH 76' 54' 38" EAST WITH A DISTANCE OF 205.47 FEET TO
1188094.70
A SET 5/8" I.P.; THENCE NORTH 76' 15' 03" EAST A DISTANCE OF 91.27 FEET TO A SET 5/8" I.P. ON THE WESTERLY RIGHT-OF-WAY
1187760.13
OF CHENAL PARKWAY; THENCE ALONG THE SAID RIGHT-OF-WAY LINE OF CHENAL PARKWAY THE FOLLOWING COURSES AND
1187752.27
DISTANCES: SOUTH 54' 22' 56" EAST A DISTANCE OF 97.86 FEET TO A SET 5/8" I.P.; THENCE AROUND A CURVE TO THE RIGHT
THROUGH A CENTRAL ANGLE OF 08' 22' 39" AN ARC DISTANCE OF 202.13 FEET, A RADIUS OF 1382.39 FEET AND A CHORD
BEARING OF SOUTH 36' 24' 28" EAST WITH A DISTANCE OF 201.95 FEET TO A SET PAGIS MONUMENT NUMBER 2054-0067; THENCE
SOUTH 5T 46' 51' WEST A DISTANCE OF 88.06 FEET TO A SET 5/8" I.P.; THENCE NORTH 86' 47' 44" WEST A DISTANCE OF 334.98 FEET
TO A SET 5/8" I.P.; THENCE SOUTH 48• 12' 16" WEST A DISTANCE OF 10.61 FEET TO A SET 5/8" I.P.; THENCE NORTH 86• 47' 44" WEST
A DISTANCE OF 350.00 FEET TO THE POINT OF BEGINNING. CONTAINING 3.31 ACRES MORE OR LESS.
This property is not located in the 100 Year Flood Plain as per Panel 5 of 22 for the
City of Little Rock, Ar. Comm. Panel #050181 0005, dated August 5, 1985 Zone C.
ERROR OF CLOSURE IS 1 17,000
EXISTING SANITARY SEWER EASEMENT RECORDED BOOK 1477 PAGE 661
CERTIFICATE OF ENGINEERING ACCURACY
I, MARK L. WRIGHT, HEREBY CERTIFY THAT THIS REPLAT CORRECTLY REPRESENTS
A PLAT MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
2Y,1 z94
DATE OF EXECUTION
RE STERED PROKSSYONAL ENGINEER
NO. 6074, ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, BRUCE D. CHAVIS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS
A BOUNDARY SURVEY MADE BY ME, AND BOUNDARY MARKERS SHOWN HEREON
ACTUALLY EXIST AND TRIER LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
2054-0067 DATE OF EXECUTION BRUCE D. CHAVIS
REGISTERED LAND SURVEYOR
NO. 1253 ARKANSAS
CERTIFICATE OF OWNERS
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.
VA
DATE & EXECUTION (SIGNED) NAME
ADDRESS
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CITY
CERTIFICATE OF RECORDING
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THIS DOCUMENT, NUMBER FILED FOR RECORD' ✓ 19 ,
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( SIGNED )
( NAME ) CLERK
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DRAWN BY
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DESIGNED
BC
CHECKED
RH
DATE
MAY 2, 1994
SCALE
1"=50'
PROJECT NO.
930551
SHEET NO.
1OF 1