HomeMy WebLinkAboutS-0200-G Map 1N 176563.07
E 1162949.28
R475.00'
CON16'45'17"W
LC325.78'
i
N 176590.69
N 1162985.99
I
N 176196.62
E 1163040,90
N 176364.22
E 1163156.40
R555.00'
,..� CDS43'57'34" E
LC 135.26'
(L CURVE DATA
100 0 100 300
Scale 1" = 100 ft
N 176266.86 CURVE LENGTH DELTA
RADIUS TANGENT
E 1163250.29 Ci 55.52' S'33'08"
572.96' 27.78`
N 176230.59 C2 478.83' 9'30'37"
2884.79' 239.96'
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\ E 1164203.63ko
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N 175423.82
E 1164146.94 \
O \ R2839.79'
CDS55'42'49"E
U \ LC470.82'
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R2929.79' \
CDN55'42'49"W \
LC485.74' \ N 175228.50
E 1164592.63
Q \ LOT 3
\ N 175150.19 (tnarecorded)
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E 1164548.27 \ 2808,
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LEGAL DESCRIPTION \Nso.
6 32h •? 8„�
PART OF THE NW1/4 OF SECTION 15 AND PAR1 OF THE NE1/4 OF SECTION Ns0. \ N 174969.52
16, T-2-N, R-14-W, PULASKI COUNTY, ARKAN`_,AS MORE PARTICULARLY 08'k \ \ E 1165049.79
DESCRIBED AS:
BEGINNING AT THE NORTHWEST CORNER OF LOT 1, NORTHWEST TERRITORY 67 \
ADDITION, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; 3�8• \ a sC
THENCE NORTHWESTERLY ALONG THE NORTH RIGHT-OF-WAY OF CHENAL \
PARKWAY, BEING THE ARC OF A 617.96 FT. RADIUS CURVE TO'THE LEFT, \ 81
Ak CHORD BEARING AND DISTANCE OF N52'29'04'W, 52.78 FT.; THENCE "
S '04'06"W, 90.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY \
UNit OF SAID CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG THE ARC
F A 527.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE QF N57'36'41"W, 51.15 FT.; THENCE N60'28'08"W,
613.88 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 2929.79 FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N55'42'49"W, 485.74 FT.; THENCE N50'57'31"W, 1227.43 FT.;
THENCE NORTHWESTERLY ALONG THE ARC OF A 645.00 FT. RADIUS CURVE
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N4641'42"W,
50.95 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 50.00 FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
S67-35'38"W, 91.34 FT.; THENCE N88'22'51"W, 30.00 FT. TO A
POINT ON THE CENTERLINE OF ARKANSAS STATE HIGHWAY #300; THENCE
NO2'24'43"E ALONG SAID CENTERLINE, 54.54 FT.; THENCE
NORTHWESTERLY AND CONTINUING ALONG SAID CENTERLINE, BEING THE ARC
OF A 475.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF N16'45'17"W, 325.78 FT.'; THENCE N53'02'24"E,
45.94 FT.; THENCE S36'57'36"E, 283.42 FT.; THI NCE SOUTHEASTERLY
ALONG THE ARC OF A 555.00 FT. RADIUS CURVE- TO THE LEFT, A CHORD
BEARING AND DISTANCE OF S4357'34"E, 135.26 FT.; THENCE
S5957'31"E, 1227.43 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF
A 2839.79 FT, RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF S55742'49"E, 470.82 FT.; THENCE S60'28'06"E,
525.42 FT.; THENCE N38'45'12"E, 450.65 FT.; THENCE
S60'57'40"E, 730.31 FT. TO THE NORTHEAST CORNER OF SAID LOT 1,
NORTHWEST TERRITORY ADDITION; THENCE S82'03'46"W ALONG THE
NORTH LINE OF SAID LOT 1, 758.48 FT. TO THE POINT OF BEGINNING,
CONTAINING 10.6830 ACRES MORE OR LESS.
LESS AND EXCEPT THE EXISTING RIGHT-OF-WAY OF ARKANSAS STATE
HIGHWAY #300.
_ ..__._�_ F�IS MARKV_fZ
N 176tQ6.96 (N2 Zo-13 - OLI GJ
„W E 1163193.60
R645.00' \
I I CDN48'41'42"W \
LC50.95' \
R50.00'
I CDS6T35'38" W \
I LC91 .34'
I IO v
to \
�CYD \
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I
PLAT OF
LOT 2
N
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 AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
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 2L-A�
7-/- 9 9
DATE OF EXECUTION
D.R. PAGE
INSTRUMENT NO.
PFEIFFA DEVELOPMENT'COMPAIN
PO 31DX 99
NORTH LITTLE ROCK, AR 72115
87-32061
1, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
ROCK SUBDIVISION RULES ANQ REGULATI ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COM LIEDWTH. EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS limi - 2&_,A��
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE OF RECORDING
r..., -1,f�-�0J rA.Eif>
THIS DOCUM. NT UMBER FILED
RECORD 19' IN PLAT BOOK
PAGE-__,L1� •
,110414m� le+k PCOrdpr -
N 175320.96
E 1165331.89
1�... L 0 T 2
R617.96'
CDN5737'28"W \\
\a9 LC59.85' \
'k, 174893.87 R617.96' \\
E 1165177.3vCDN5229'04"W \
25 BLDG• LIN
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N 178472E40'0E 1t68.
� R527.96' �
CDN57*36'41"W N 174820.2
LC51.15' E 1165125.
.NOR TIC WEST TERRITORY ADDITION
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
JUNE, 1999
NWMng-ZA MEW & AMOCIfA91= ,WC
CML ENGINEERING, LAND PLANNING h DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK. ARKANSAS 72201
ARKANSAS
LC52.78'
Oh O N
00 \ 1748673
E 1165219.17 \lP
LOT 9A
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GENERALNOTES:
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: EXCEEDS 1:50,000
6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
LOT 1
rw ek r, a. as
174966.47
1165970.38
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