HomeMy WebLinkAboutSurvey - Anderson Surveying Inc 091020LO 7 1 !eL r! I Lof 3 I Lcf Y I (01 t
POI TOFCOMMENCEMENT
Existing Conn ie NO
NW Corner
SE 1/4 SE 1/4
Section 14, T-1-N, R-13-W
RI.
Z 563° '31-E 43 60', Exish'ng SSMN
2. S35-54'11 •E J 01 E WIn8�9 SSMN
3. 535°54'40•W 13.01; Exisling SSMN
FLOOD,-D !r �LFO�L T10N:
PROPERTY 15 NOT 1N I) YEAR FLOOD ZONE
PANEL NO. 0501810103 F, DATED: OCTOBER 19, 2001
100 0 100
Scale in Feet
C:\Project\13-10-26\13-10-26.dwg, 11/11/2013 12:21:05 PM, 2-I.W.
0
0
Z
PT. SE-1/4 SE 1/4
8 231 Acres
Vn,Wfed
SAN. SEWER ESMT. I
(PER FINAL PLAT OF LOT 3, I'
HOUGLAND ADDITION BY
RLS #1402, DATED: 5-20-2010)
NO1°44T3,'E
143.35
1.4'
12.0} N87°08'25"W
ENTERGY ESMT. I 200,00'
(PER FINAL PLAT OF LOT 3,
HOUGLAND ADDITION BYt
RLS #1402, DATED: 5-20-20101Ell L1
SeeY URW
I
Lot 3,
1!I
10.0'
SAN. SEWER ESMT.
(PER "KAL PWT OFLGT3.
HOUGLAND ADDTn9N SY
RLS # L402, DATED; 5.2'0.2010)
2W !
10.0
' = x
ENTERGY & ATT ESMT.
(PER FINAL PLAT OF LOT 3,
HOUGLAND ADDITION BY
RLS #1402, DATED: 5-30.2111 1D) t,
Legend
❑ Sat 1/2' Rabor
■ Exiatln Iran Pin/Pipe
Xf Sat RR%TR1
]If 6dsling RRJSpika
Q Set Noll -U-51gn Pala
1R FjA$11Rgp Nall _
N.O Power Pole _& i'rB Hydrant
Exiati�gg Fence
Tr1a Elec. Padaetvl
Water Fkctcrl,4.,r Water Valve
- Gee Alater dating
L}ght Peln * Cotton Spindle
Existing Right—f-Way Nall
Lml%0) Rnn Hole
'-'1 ARC L. 17.70
w ARC R. 20.00'
CN, e" Gif,'OSpTYA
frf �
I I
-i 'a I
S.—
� t c °rule
F : w'd
ed
G" ) Jshn QPi Add%lien Lof I. �,+•+•� '',+; 1
Glntk I]
■L �y.�Glo;k yf 5� 2lack 16
.` � � [4a7 �.11d !.I.A� >J�nr i °w,"i .S�TO/7Ri'✓<
ARC L. 31.OB' I.T
ARC R. 20.00'
CH. ,. s41°52'41'E
a. a 1H.n5' Southerly Right-of-Woy Line
of West 40th Street
(Per Fk;bl Plot of Lot 3, Nuughtand Addition
by RLS 11402, Doted: 5-20-400)
I41e5ferly Right-of-Woy Line
of Whitfield Street
(Per Finol Plot of Lot 3, Wouglrland Addition
by RLS 11402, Doted: 5-20-2010)
-WEST 41st STREET
lei. a.--
G°ug/ass
AJJifian
Y � IJ°vglnss
Adtl;San
ortx° J
o gloss
Add%Aon
a0°ugbss
Y, 17ILI Ad91
1 fnl 4
-29.12ti
560°S3'S5"W
130.10'I� _
vnororrec
-21-r>
SURVEY DESCRIll
IONL
'PART OF THE SOUTHEAST QUARTER (SE Y) OF THE SOUTHEAST
QUARTER (SE 1A) OF SECTION 14, TOWNSHIP 1 NORTH, RANGE 13
WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS,
DESCRIBED AS FOLLOWS:
COMMENCING AT AN EXISTING CONCRETE NAIL MARKING THE
NORTHWEST CORNER OF SAID SEA SE % ; THENCE S87°08'05"E,
ALONG THE NORTH LINE THEREOF, 420.40 FEET TO A SET MAG NAIL;
THENCE SOl°41'37"W, LEAVING SAID NORTH LINE OF SE 'A SE '14,
27-71 FEET TO A SET W" REBAR ON THE SOUTHERLY RIGHT-OF-WAY
LINE OF WEST 40TH STREET PER FINAL PLAT OF LOT 3, HOUGHLAND
ADOnJON RY RLS 91492, DATED: 5-20-2010, THENCE S87.2TS8-E,
ALONG SAID SOUTHERLY RIGHT-9F-WAY LINE, 3E2.83 FEET TO A SET
'h' RE BAR; THENCE 31.08 FW, ALONG THE ARC OF CURVE TD THE
RIGHT, HAVING A AGUS OF 20.00 FEET AND A CHORD BEARIAG AND
DISTANCE OF 542°S241'E 2a.a5 FEETTO A SET 15" Rfi3AR ON THE
WESTERLY R1GHT"OF-WAY LINE OF WHt7FIELD STREET PER FINAL PLAT
OF LOT 3, HOUGHLAND ADDITION BY RLS #1402, DATED: 5-20-2010;
THENCE S01°38'35"W, ALONG SAID WESTERLY RIGHT-OF-WAY LINE,
904.84 FEET TO A SET'h" REBAR; THENCE 17.76 FEET, ALONG THE
ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET
AND A CHORD BEARING AND DISTANCE OF S27°05'07"W 17.18 FEET
TO A SET Ve' REBAR ON THE NORTHERLY RIGHT-OF-WAY LINE OF
ARKANSAS STATE HIGHWAY 5; THENCE, AtONGSATD NORTHERLY
RIGHT-OF-WAY LINE, THE FOLLOWING BEARINGS AND DISTANCES:
552°31'39"W 29.12 FEET TO AN EXISTING RIGHT-OF-WAY NAIL,
560°53'55"W 130.10 FEET TO A SET lb- REBAR, S63°54'18"W 70.00
FEET TO A SET'/:" REBAR; THENCE NO1°43'56"E, LEAVING SAID
NORTHERLY RIGHT-OF-WAY LINE, 283.81 FEET TO A SET ''V." REBAR;
THENCE N87°08'25"W 200.00 FEET TO A SET'h" REBAR; THENCE
NOl°44'13"E 143.35 FEET TO AN EXISTING IRON PIN; THENCE
NOl°41'37"E 632.80 FEET TO THE POINT OF BEGINNING, CONTAINING
8.231 ACRES, MORE OR LESS, BEING SUBJECT TO PUBLIC ROAD
RIGHTS -OF -WAY AND ANY EASEMENTS OF RECORD, ACCORDING TO A
SURVEY BY ANDERSON SURVEYING INC., P.L.S. #1272, JOB
#13-10-26.
FOR USE By
L
�NeW Africa Development, LLC
_SURVMRS CERTIFICATION
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
I REMW CERRFr fMT WF HEREON P'tATrm AND DESCRIBED
SURVEY OF
SURVEY WAS COMFILMED UNDER Wf SUPMASION aN THE
nAy it H nimbi. go
PART OF THE SE 1/4 SE 1/4 OF
_Littl _ .—,. —IL—
is THE BEST OF We tR01r ME E ANo ADVIV.
TH15 SURVEY IS WADE FOR THE E%CLVSNE USE OF THE
SECTION 14, T-1-N, R-13-W
pERSONS HALTED ON THIS PLAT AND ALSO THOSE Who
-
muR7rrAGE OR QHARANTEE THE TMLE THERETO. WITHIN
-
ONE YEAR FfDOM BARE HEREOF, AND AS TO THEM I WARLV(r
DATE: 11-11-2013
BASIS OF BEARING:
THE ACCURACY OF St10 SURVEY '
Arkansas State Plane NORTH
,TDB No: 13-10-26
based on CPS observation
f
SCALE1"=100'
ANTHONY ANDERSON AR. PLS. 1272
I�if l'Illf fit,+.
ANDEHISU
4: $URVFYING 1 A
INC. '-+=
Ne. 166I
�+f +Till, ,51111+
Land Commissioner
File Code Number
500-01N-13W-0-14-220-60-1272
ANDERSON SURVEYING INC,
Arkansas -- Oklahoma
P.O. Box 129
Van Buren, AR 72957
(479)-474-4247
Fax (479)-410-5333
e—mail: andersonsuiveying®cox,net