HomeMy WebLinkAboutS-0867-JJ Map 1POINT NORTHING EASTING NOTE
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1 161989.1600 1173255.9300 PAGIS 2U14
3 162349.1668 1173159.4236 FIP
5 162539.0227 1173924. 1844 FIP
7 162514.0563 1174648.5927 SIP
.I "f`° �• q T� 8 162540.1918 1174702.6203 SIP
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25 163824.0329 1173565.1401 SIP
o�c 26 163865.8077 1173537.0101 SIP
28 164028.9807 1173350.9442 FIP
29 164148.3876 1173311.3006 FIP
30 164059.0677 1173187.4224 FIP
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41 162989. 7950 1172637.2408 SIP
S07006 40E 4/ - Wes- 0 86 162385.0020 1174722.5643 PC 4*98.60
87 162164.8306 1174764.3210 PT 2+24.39
04 88 161942.9583 1174 753.8082 1NTERSECTiON PT
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Legal Description
CERTIFICATE OF SURVEYING ACCURACY
I, Joe D. White, hereby certify that this
plat correctly represents a boundary survey
made by me and boundary markers shown hereon
actually exist and their location, type and
material are correctly shown.
Date of'Execution Joe D. White
Registered Land Surveyor
No. 534, 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 and Regulations
have been complied with.
Date of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, Arkansas
` GISTE&
S OF •.
SAS
_t •kNO. 514 _
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'11,,LAN
Part of the W 1/2 of Section 25 and part of the E 1/2 of Section 26, T-2-N, R-14-
W, Pulaski County, Arkansas, more particularly described as: Starting at the
center of Section 36, T-2-N, R-14-W; thence S0045':14"W along the north -south
center line of said Section 36, 1021.6 ft. to a point on the center line of
Chenal Parkway; thence northwesterly along said center line being the arc of a
2864.79 ft. radius curve to the left, having a chord bearing and distance of
N22055'45"W, 873.62 ft. to a point; thence N31042'05"l9 and continuing along said
center line, 2164.01 ft. to a point; thence northwesterly and continuing along
said center line being the arc of a 5729.58 ft. radiu.3 curve to the right having
a chord bearing and distance of N26052'34"W, 964.00 ft. to a point; thence
N22003'W, and continuing along said center line 1424.40 ft. to a point; thence
northwesterly and continuing along said center line, being the arc of a 2864.79
ft. radius curve to the left, having a chord bearing a.,id distance of N26037'55"W,
457.70 ft.; thence N58°47'10"E, 90.0 ft. to a pcI cn the Easterly right-of-way
line of Chenal Parkway and the point of beginning; thence northwesterly and
continuing along said Easterly right-of-way line ber uI the arc of a 2954.79 ft.
radius curve to the left, having a chord bearing i r ii.stance of N39011 02"w,
826.49 ft.; thence N42057'27'F, 218.75 ft • thence N4 ''04'W, 219.7n ft. Thence
N41"56'20"E, '94.94 ft.; thence N4"0?'43'W, 35`i.9 ft. then,, IV331°I) 36"F„
293.72 ft.; there N47025'53'•E, 2153.78 F, .; .r,, c. - c -
thence N35°51'18"W, 50.36 ft.; thence N5411,
S18°21'59"E, 125.82 ft.; thence S48045'01"E, 247 4,
50.36 ft.; thence S49036'26"W, 78.69 ft.; thence sr.:'
a 25 ft. radius curve to the left, having a cl r-,
S07°06'40"E, 41.80 ft.; thence westerly along the .. r•. ..-.
curve to the left, having a chord bearing and di r-: i
ft., thence S88057155"E, 71.55 ft.; thence southe, rr r
1004.93 ft. radius curve to the right, having a chc, r i , ,! C•f
S85°12'34"E, 131.46 ft.; thence S81025'12"E, 162.44 r.encr rrrt.hr,'stariv
along the arc of a 25 ft. radius curve to the left - --rg a chord berlirrng and
distance of N57 35'37"E 32.79 ft. thence S73 2, 7 E 60.00 f... thence
n e
southwesterly along the arc of a 447.47 ft. radius c_:rve to the left, having a
chord bearing and distance of S10005'50"W, 101.34 ft.,; thence S03036'34"W, 59.10
ft.; thence southeasterly along the arc of a 542.96 tt radius curve to the left,
having a chord bearing and distance of S18 23 4•'53, 406.56 ft.; thence
S40°23'31"E, 575.46 ft.; thence southeasterly alont the arc of a 602.96 ft.
radius curve to the right, having a chord bearing ari distance of S25°33'40"E,
308.48 ft.; thence S10044'20"E, 224.10 ft.; thence °,.theasterly along the arc
of a 507.46 ft. radius curve to the right, having a l 'crd bearing and distance
of S00017.50"W, 194.27 ft.; thence southeasterly alon .he arc of a 25 ft. radius
curve to the left, having a chord bearing and distance If S25011.19"E, 29.76 ft.;
thence S28017'26"W, 60.00 ft.; thence N61042'34•W 1..09 ft.; thence westerly
along the arc of a 256.46 ft. radius curve to the left, having a chord bearing
and distance of S70016'08"W, 381.25 ft. to a point nr the end of the existing
right-of-way line of Chenal Valley Drive; thence N61`44'19"W, 60.0 ft.; thence
easterly along the arc of a 316.48 ft. radius curve r, the right, having a chord
bearing and distance of N70016'08"E, 470.44 ft.; thew:.'e S61042'34"E, 22.66 ft.;
thence northeasterly along the arc of a 25 ft. radiur -arve to the left, having
a chord bearing and distance of N62030'22"E, 41.35 ft.; thence northeasterly
along the arc of a 447.46 ft. radius curve to the lift, having a chord bearing
7� t1� U� and distance of N02000'29"W, 135.82 ft.; thence N106164'20"W, 224.10 ft.; thence
/% B A _ -j2O ve 1 /Z Ri 'h'' (,/ v�(\ a northwesterly along the arc of a 512.96 ft. radius curve to the left, having a
.1 \ O "" l9 \l\' �, 9 O �V =., �. chord bearing and distance of N18017'11"W, 141.77 ft.; thence N88°O1'34"W, 724.84
% ,p�•gp•"6 �-� ,ram �'��2D.Q \I\,U /3 `- ,3ro--°=• 11� i�-'J G a ���.. n �\ c� ft.; thence 576003'28"W, 787.97 ft. to the point of be,ir.ninq, containing 47.4305
a� -�• d `±�- t?`_ Acres more or less.
i Iv,�-�\ 0/ a _(. -�' 1 0 �" 45 c' 14 l �_ p 1-0 G 11'n /09 // /----2354/_1------/ Cam\\ `\ p o
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CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate shown and described herein, do hereby
certify that we have laid off, platted, and
subdivided, and da hereby lay off, plat, and
subdivide said rez2 estate in accorda[},ae with
this plat. /
Date of f,xecution
D.R. , _. Page --
Address
Instrument No.
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and all of the conditions of
approval having been completed, this docu-
ment is hereby accepted. This certificate is
hereby executed w-der the authority of said
Rules and Regulatfor-.%,/-
% �i 16
D [e o Execution Li'tl Rock Planning
Comm Ssion
CERTIFICATE OF RECORDING
This document, number , filed for
record 19 in Plat Book ,
Page
f" 1 A, F` f 1 I-,
�x?est
57
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FINAL
P �
fn ` Q WHITE-DATERS & ASSOCIATES, INC.
,ti' 6'';•'=�" ;'9'W 6oO y/ '��`� , Q CIVIL ENGINEERING, LAND PLANNING & (DEVELOPMENT, SURVEYING S signed
ti(o l� p h OP/� II 401 Victory Street Little Rock, Arkansas 72201
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