HomeMy WebLinkAboutS-0899-A Map 1CERTIFICATE OF FINAL APPROVAL
LOT
Jm� TOTAL TRACjQESCRIPTION RAILROAD EASEMENT DESCRIPTION
PAGIS: D. PIN 1 (
N 138,729.76: LOT 2, PICRON PORTS PARK NO. 1 IN PULASKI COUNTY, ARKANSAS. A 60' WIDE STRIP OF LAND OVER AND ACROSS THE EAST SIDE OF LOT 2, PICRON PORTS PARK NO. 1
E 1,249,186.12IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND OVER AND ACROSS FOURCHE BAYOU
♦ 4% THIS TRACT ENCLOSES 336,132 SQUARE FEET, OR 7.717 ACRES. MORE OR LESS. EAST OF AND ADJACENT TO THE ABOVE DESCRIBED LOT 2 AND SOUTH OF THE LITTLE ROCK PORT
♦ K AUTHORITY RAILROAD RIGHT OF WAY, BEING 30' ON EACH SIDE OF THE FOLLOWING DESCRIBED
(S>17" A EASEMENT CENTERLINE, AND EXTENDING TO AND TERMINATING AT THE SOUTH LINE OF LOT 2 ON THE
S�j•741 49e) o yr SOUTH
T AND THE SOUTH LINE OF THE RAILROAD ON THE NORTH. MORE PARTICULARLY DESCRIBED AS
' 39$38`e ♦ ` lJ �Zj 2 THE FOLLOWING COMMENCING AT THE EAST CORNER AND DIISTANCOF SAID
N 90�10"W 1FENCE 1734%ALONG THENCEHN71'10UTH 5'34"WNES 30,12' LOT
(I TO THE POINT OF BEGINNING; THENCE LEAVING THE SOUTH LINE ALONG A 15' NON -TANGENT CURVE
TO THE NORTHEAST, OPEN TO THE EAST, WITH A RADIUS OF 381.97' AND LENGTH 131.94' FOR A
CHORD BEARING AND DISTANCE OF N40'02'39"E 13L29' TO THE P.T.; THENCE N49'56'17'E 278.57,
A T TO THE P.C. OF A 15' CURVE TO THE RIGHT NTH A RADIUS OF 381.97; THENCE 113.97' ALONG THE
♦ PAGIS: 1/CURVE (AND PASSING AT 52,59' THE EAST LINE OF LOT 2) FOR A CHORD BEARING AND DISTANCE OF
♦ N 138,6 5' N58'29'09"E 113.55' TO THE POINT OF TERMINATION ALONG THE SOUTH LINE OF THE PORT
E 1,249,565.35.35 � AUTHORITY RAILROAD RIGHT OF WAY, WHICH LAYS S88'30'47"W 37.50' FROM THE NORTHEAST
S SET 1/2" REBAR AD CORNER OF LOT 2.
(g>77S RIGJyT OP
THIS EASEMENT ENCLOSES 30,830 SQUARE FEET, OR 0.708 ACRES, MORE OR LESS.
LOT 2A 14'42 £ (N18.401"E) wq Y �qRl
155,009 SO. FT. 23368,♦ N18'38'28"E PAGIS: ES
3.559 ACRES± ♦ 10.10, N 138538:11
(10.00') E 1249789.85
MM 1/2" REBAR
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.
Signed,
Name:, 20000297 91
Little Rock Planning Commission O5/03/2900 12:47:43 PP
Filed & Recorded in
Official Records of
CERTIFICATE OF RECORDING CAROLYN STALEY
5 PULASKI COUNTY
This document number fileFees 2
Gf dy0�7a% % ., d for record CIRCUIT/DCO TY CLERK
�/J//
✓ L � __a• �L)O in plat book ` 76
page 11"N'..+.
Signed, •• '
CAROLYN STALEY, Circuit Coun 9< •'
1?COrfIP.r -
o-
SURVEY DESCRIPTION FOR LOT_ 2A
(S79701(CHORD)
(Nome) Clerk
: Z
3.559 PORTS COUNTY,
SONFLOT 2.
,
'18'52-E (268,31�
R
••\�
/
E
FD. 1/2" REBAR
`
_
I ��
•'b��
PARRICULNO.
FOLLOWS:ARKANSAS,
WITH 398.40THE
LINDSEY ROAD; MORE ARLYIDESCRABED A
OF FRONTAGEY
PAGIS:
-6=3
35.52'
•'• `7 �� •:
COMMENCING AT THE SOUTHEAST CORNER OF L01 2 OF PICRON PORTS PARK N0. 1, A FOUND 1/2"
N 13852654
6'
L
269.25'
PAgS: _ -
1 1 f1
.� ,.•
REBAR ON THE NORTH RIGHT OF WAY (R.O.W.) LINE OF LINDSEY ROAD; THENCE ALONG THE NORTH
E 1249786.62
N 138486.35
SURVEYOR'S NOTES:
��""•^"
R.O.W. OF LINDSEY ROAD AND THE SOUTH LINE OF LOT 2 THE FOLLOWING COURSES AND DISTANCES:
LOT 2B
E 1250053.56
N75'01'10"W 117.34' TO A SET 1/2' REBAR; THENCE N71'15'34"W 239.68' TO A SET 1/2" REBAR AT
181,123 SO. FT.
FD. PIN (N.E. CDR. LOT 28)
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS
PROJECT ARE BASED ON TIES BY
THE POINT OF BEGINNING; THENCE N71'15'34"W 350.20 TO A FOUND PIN AT THE POINT OF
4.158 ACRES±
TRAVERSE TO THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS) MONUMENTS NEARBY.
CURVATURE OF A CURVE TO THE RIGHT WITH RADIUS 798.19'; THENCE 48.21' ALONG THE CURVE FOR
141,oe
lop
RAILROAD RIGHT OF WAY LINE
A CHORD BEARING AND DISTANCE OF N69'31'45"W 48.20' TO A FOUND PIN; THENCE LEAVING THE
SURVEY DESCRIPTION
FOR LOT 28
opo
�i9E
PROPERTY DIMENSIONS SHOWN IN PARENTHESIS ON THIS DRAWING
ARE THE RECORD DIMENSIONS
NORTH R.O.W. AND SOUTH LINE N18'4387. ALONG THE WEST LINE OF LOT 2 TO A FOUND
FROM THE 1989 PLAT OF PICRON PORTS PARK NO.1.
PIN ON THE NORTH LINE OF LOT 2 ANDND THE SOUTH R.O.W. LINE OF THE LITTLE ROCK PORT
THE EASTERLY
4.158 ACRES OF T PICRON
LOT 2, ON
PORTS PARK NO. 1 IN PULASKI
COUNTY, ARKANSAS,
/
a�C0�0, i�
AUTHORITY RAILROAD; THENCE ALONG THE NORTH LINE OF LOT 2 AND THE SOUTH R.O.W. LINE
WITH 357.02' OF FRONTAGE ON LINDSEY ROAD;
MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
/
FIELD WORK FOR THIS SURVEY WAS COMPLETED OCTOBER 11 THRU
NOVEMBER 19, 1999,
S71'14.42"E 398.38 TO A SET 1/2" REBAR; THENCE LEAVING THE SOUTH R.O.W. OF THE RAILROAD
BEGINNING AT
THE SOUTHEAST CORNER OF LOT
2 OF PICRON PORTS PARK NO,
1, A FOUND 1/2"
518'41'15"W 389.14, TO THE POINT OF BEGINNING, ENCLOSING 155,009 SQUARE FEET, OR 3.559
REBAR ON THE
NORTH RIGHT OF WAY (R.O.W.)
LINE OF LINDSEY ROAD; THENCE
N75'01'10"W 117,34
/
or
/
NORTHEAST CORNER OF LOT 28 TO
/
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
ACRES, MORE OR LESS. r� ALONG THE NORTH R.O.W. AND THE SOUTH LINE OF LOT 2 TO A SET 1/2" REBAR; THENCE / / �i POINT OF TERMINATION OF EASEMENT
40
CONTINUING Al ONG THE NORTH R.O.W. AND SOUTH LINE N71'15'34"W 239 ¢$ TO A SET 1/2" REBAR; / / / i S88'30'47"E 37.50' BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
^'^ THENCE LEAVING THE NORTH R.O.W. AND SOUTH LINE N18'41'15"E 389.14' TO A SET 1/2" REBAR ON / / = 1T05'43" / PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
THE NORTH LINE OF LOT 2 AND THE SOUTH R.O.W. LINE OF THE LITTLE ROCK PORT AUTHORITY / / R - 381.97 STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY `
PAGIS: �
T = 57.41' CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
`N 138,362.42' \ 47 RAILROAD; THENCE ALONG THE NORTH LINE OF LOT 2 AND THE SOUTH RO.W. LINE THE FOLLOWING / ` 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
E 1, 42 9,063.88' \ _ COURSES AND DISTANCES S71'14'42"E 233.68' TO A FOUND 1/2" REBAR: THENCE N18'38'28"E 1010' // // % / L = 113.9T
PAGIS: `\\ TO A FOUND 1/2" REBAR; THENCE. ALONG A NON -TANGENT CURVE TO THE EAST, OPEN TO THE / //�4���1 ,/ �4a / FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA
i� avE PIN \ \ NORTH, WITH A RADIUS OF 955 37' AND LENGTH 269.25' FOR A CHORD BEARING AND DISTANCE OF / A / ' / A4 AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY FEMA FLOOD INSURANCE RATE MAP
N 138 345.56'
/ �E 1,249,109.04' 50 6 579'18'52"E 2627? 8�6' TO THE NORTHEAST CORNER OF LOT 2; THENCE LEAVING THE SOUTH R.O.W. // ry10j/Q�PJ� / Svc �p (FIRM) FOR THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS)
61 C R FD PIN � UitOj\S OF THE RAILRUgD ALONG THE EAST LINE OF LOT 2 S29'S2'22"W 3fi7.20' TO A FOUND 1/2" REBAR; / ,F , l / Q ��/ COMMUNITY PANEL NUMBER 050181 0013 E, DATED NOVEMBER 3. 1993.
= 32738• /� F/� THENCE CONTINUING ALONG THE EAST LINE OF LOT 2 S27'33'40"W 69.62' TO THE POINT OF / �� /,ley / /�" ACCORDING TO THE SAME FIRM, FOURCHE BAYOU, ALONG THE EAST BOUNDARY OF THE SITE, DOES
R 798.19' 93 ` f7�q\ ` BEGINNING, ENCLOSING 181,123 SQUARE FEET, OR 4.158 ACRES, MORE OR LESS. / `C Q /
14 _ / / 4 �i LAY WITHIN A 100 YEAR FLOOD ZONE BELOW ELEVATION 249', AND McCLELLAND'S INITIAL SURVEY
T=(70249'') (N69820, %y oHF� �(N77ig, �)hE \� / �6j/� / p O RESULTS INDICATE THAT MOST OF THE SITE LAYS BELOW ELEVATION 249'. A COPY OF THE ABOVE
L = 4821' (48360?"� \ \ N�j•153 "iy�\ �\ // /Q 4 / of FIRM IS SHOWN AS DETAIL 'A' HEREON.
% , ♦ 4 (1r ' \ = 19'47'28" / /p� C`
3502♦ 7S'V��\ ' R = 381.9T // P /� Q CVO // .;�,� /�Q �O �� =err NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
FIRE HYDRANT, SOUTH OF O' 1I(7 \ T = 66.64' �� Q �p 'a OF ANY PROPERTY CORNER MONUMENT.
ROAD, 153' NORTHWEST ry EqM \ \ \ \ ' L 131.94' / / / P / �c�t7 //ryry� �p jQC�� /��� �OJ ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR
�Pa}'CyO yx`o'�'j�•^v�y�o 0Q POSITIONAL ERROR IN URBAN SURVEYS OF 0.10 FEET.
"SOUTHWESTERN BELL CABLE ROUTE" ♦ PAGIS: \' �; `/O vZ�/ THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
/ �' �' / / UPON IT.
a4E N 138,233.05' /11tio6ti
\ 1,249,440.67' \ ` /� L0` / / /m Q4� 4or THIS SURVEY IS FOR THE USE AND BENEFIT OF PPP GROUP B. AND DRA O PARTNERS
SET 1/2" REBAR S0, _ _ / �0 / i o' Q o / IN CARE OF
\ _\ _-\� (N>Ij6,-.-h1tiTCHELL LAW FIRM
425 W. e� N%1 • 0g'K. 7BgC \ _ / / / r SUITE 1800 CAPITOL AVE
♦ 1534") 1 k SINE /// �� '.i/// / ,� r 1V LITTLE ROCK, AR 72201
w \ / •� / / / Q PHONE 501-688-8800
L\ ASPHALT 2,3g ♦ ',ya // � ,
O DRIVEWAY 68'. 7S• // Oq / EAST LINE OF EASEMENT TO ~
?' 3 \ ONE (/nV�fAS \\ // // OT 2B ANGLE POINT 4 , CERTIFICATE OF OWNER
`M�r N7501'1` 0.55' / QQ� We, the undersigned, owners of the real estate shown and described herein, do hereby
Ds� /PAGIS: ��3�^,yam FD. 1/2" REBAR P certify that we have laid off, platted and subdivided, and do hereby lay off, plot and
YG N 138136.55 Q p PAGIS: subdivide said real estate in accordance with this plat.
R 301 �E 1249725.11 y "a N 138167.94
7 + M '� 1 'E 1249870.67 / Signed,
. + ? T 1/2 REBAR n ro v
fJ r� ro 0Ob
FD. /2" REBAR, o'T
(N>51 0110. POINT OF COMMENCEMENT /
�\ bT•4$13¢' w Date of Execution
FOR DESCRIPTIONS / Name PPP GROUP B. LLC
`
W) (17733) PApS: H. MAIN URICE MITCHELL AGENT
\ "SOUTHWESTERN BELL CABLE ROUTE' E 138106.22
1249838.46 / Address MITCHELL WILLIAMS SE IC CATES WOODYARD PLLC
DETAIL "A"
SCALE 1 "=500't
COPY OF PANEL
050181 0013 E
NOVEMBER 3. 1993
PROPER71Y
GRAPHIC SCALE
so 100
( IN FEET )
1 inch = 50 ft.
i,,
425 W. CAPITOL AVE SUITE 1800
LITTLE ROCK AR 72201-3525
LEGEND
Source of Title:
0 FOUND PROPERTY MARKER, 13 SPECIAL WARRANTY DE DS NUMBERED 99-0 8 6 THRI
TYPE AS NOTED 99-0 8 75 IN SI RECORDED JULY 21, 1999.
OQ SET 1/2" X 24" REBAR
,;�,?'r.,; •, CERTIFICATE OF SURVEYING ACCURACY
cQ, POWER POLE -
I, Richard A. Watson, hereby certify that this plot correctly represents a boundary
T D❑ TELEPHONE PEDESTAL survey made by me and all monuments shown hereon actually exist and their location, `
size, type and material are correctly shown.
-oNe- OVERHEAD ELECTRIC LINE-
C Signed,
chard A. oDat of Execution
�al ,i° ` Registere Land Surveyor No. 653, Arkansas
.• p
CERTIFICATE OF ENGINEERING ACCURACY
I, James E. McClelland, hereby certify that this plat correctly represents a plan made
by Re and that engineering requirements of the LittlQ Rock Subdivision RuleANAL
PLAT
Regulations have been complied with.
Signed,
sSind
t. `it`C_u 4-73-00
a s E. McClelland Date of Execution -
istered Engineer No. 3412, Arkansas DATE: e-
VICINITY MAP
SCALE 1"=2000'±
COPY OF 7 5 MIN. QUADRANGLE
r
__ ?, e l\99-5963\5963-S1.DWG